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Home My WebLink About171-12 RESOLUTIONRESOLUTION NO. 171-12 A RESOLUTION AWARDING BID #12-58 AND AUTHORIZING A CONTRACT WITH SEVEN VALLEYS CONSTRUCTION CO., INC. IN THE AMOUNT OF $1,368,379.00 FOR CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS ALONG STATE HIGHWAY 265 BETWEEN JOYCE BOULEVARD AND ALBRIGHT ROAD, APPROVING A PROJECT CONTINGENCY OF $75,000.00, AND APPROVING A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby awards Bid #12-58 and authorizes a contract with Seven Valleys Construction Co., Inc. in the amount of $1,368,379.00 for construction of water and sewer improvements along State Highway 265 between Joyce Boulevard and Albright Road, and further approves a project contingency of $75,000.00. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution as Exhibit "A". PASSED and APPROVED this 2l St day of August, 2012. APPROVED: ATTEST: Afikuot) E. SMITH, City Clerk/Treasurer gNs‘s1),rrri �V ' ••C� 1 • 0 - E. :FAYETTEVILLE; : City of Fayetteville, Arkansas Budget Adjustment Form V11.0425 Budget Year 2012 Division: Utilities Director Department: Utilities Director Request Date 8/21/2012 Adjustment Number BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION This budget adjustment is for Bid 12-58 (Hwy. 265 North relocation of water and sewer lines) which was awarded to the lowest biddger, Seven Valleys Construction in the amount of $1,368,379.00 with a $75,000.00 contingency. The Water/Sewer revenue bonds balances are being transferred into this project as are funds from Proj. 11011 (W/S relocations for street projects). In addition, AHTD has agreed to pay the City $978,775.00 as their share of the project. Dep-rtm t Dir: ctor D te Date -IJs,2 Date c. _ L.._ g - 3 -2.0(e-, Fina e ■'rector h.1 44.- Chi-fr 410r A 1111111P - +ayor e.' Account Name Date Date _743.7 ate Prtpared By: Peggy Bell Reference: Type: A bfell Budget & Research Use Only B C General Ledger Date Posted to General Ledger Checked / Verified 6 E P Initial Date Initial TOTAL BUDGET ADJUSTMENT 978,775 978,775 Account Number increase / (Decrease) Federal Grants -Capital Water line improvements Sewer improvements Water line improvements Water line improvements Sewer improvements Water line improvements Water line improvements Expense Revenue 5400.0940.4309.00 978,775 5400.5640.5808.00 (174,049) 5400.5740.5815.00 (41,983) 5400.5600.5808.00 (248,572) 5400.5640.5808.00 174,049 5400.5740.5815.00 41,983 5400.5600.5808.00 978,775 5400.5600.5808.00 248,572 Date Project.Sub Number 08072 . 1102 09018 . 0903 09018 . 0902 11011. 1 08072 , 1102 08072 . 1102 08072 . 1102 08072 . 1102 G:IDivslUtilities Capital Projects&PROJECTSIHwy 265 - Joyce to N City LimitslCity Council\BAForm Hwy. 265North Const. 07272012 1 of 1 Shannon Jones Submitted By City of Fayetteville Staff Review Form City Council Agenda Items and Contracts, Leases or Agreements Si2lI(z City Council Meeting Dat Agenda Items only Utility Division Division Action Required: Utility Division Department Approval of a construction contract with Seven Valleys Construction co. for $1,368,379.00 with a $75,000.00 contingency to construct Hwy. 265 Water & Sewer replacements - Joyce to Albright and a budget adjustment for same. bed 12. ss ($978,775) Federal Grants -Capital Waterline Imprvs. $398,022.00 Sewer Imprvs. $41,983.00 Waterline Imprvs. $1,003,374.00 $ Cost of this request 5400.5640.5815.00 5400.5740.5808.00 5400.5600.5808.00 Account Number 08072.1102 Project Number 1,443,379.00 Hwy. 265 North W/S relocations Category / Project Budget Program Category / Project Name Hwy. 265 North W/S relocations Funds Used to Date Program / Project Category Name $ 1,443,379.00 W/S Improvements Remaining Balance Fund Name Budgeted Item ! 1 Budget Adjustment Attached 2I IL Date Date `P0,,j 0. _ PdJ,,-wiz Finance and Internal Services Director Date r'34) Date Jr- , D to Previous Ordinance or Resolution # Original Contract Date: Original Contract Number: 08-02- 2 P03:33 RCVD Received in City Clerk's Office Received in Mayor's Office Comments: Revised January 15, 2009 v' aF'e eville To: Fayetteville City Council Thru: David Jurgens, Utilities Director Mayor Lioneld Jordan Don Marr, Chief of Staff From: Shannon Jones, Utilities Engineer. Fayetteville Water and Sewer Co IL Date: July 27, 2012 CITY COUNCIL AGENDA MEMO MEETING DATE OF AUGUST 21, 2012 THE CITY OF FAYETTEVILLE, ARKANSAS Subject: Construction contract with Seven Valleys Construction Co., Inc. for $1,368,379.00 with a $75,000 contingency to construct Highway 265 Water & Sewer Replacement - Joyce to Albright, and a budget adjustment RECOMMENDATION Staff recommends approval of a construction contract with Seven Valleys Construction Co., Inc. for $1,368,379.00 with a $75,000 contingency to construct Highway 265 Water & Sewer Replacement - Joyce to Albright, and a budget adjustment. BACKGROUND This project consists of relocating water and sewer lines as a result of the combined Arkansas Highway Department (AHTD) and City widening of Phase II of Crossover Road (Hwy 265) between Joyce and Albright. Work includes relocating existing 6 -inch to 12 -inch diameter water and sewer lines to a location outside of the new highway right- of-way. Additionally, this work will complete a water line grid from Joyce Street to the Botanical Garden. DISCUSSION The City opened three bids on July 20, 2012. The bid submitted by Dean Crowder Construction, Inc. did not contain fully completed documents and must be deemed non-responsive. A summary of the responsive bids are listed below. Seven Valleys (low bid) $1,368,379.00 Goodwin & Goodwin $1,437,489,00 Engineer's Estimate $1,427,385.00 The bids were reviewed by McClelland Engineers; their letter recommending award is attached. Seven Valleys Construction Co., Inc. has completed projects to the satisfaction of the City of Fayetteville. Construction will begin this fall and will be completed by spring 2013. BUDGET IMPACT Based on the bids and AHTD agreement, the City is responsible for 28.47% ($389,604.00) of the cost of this construction contract, and the AHTD is responsible for 71.53% ($978,775.00). The City's portion will be funded proceeds of from Water and Sewer revenue bonds and Water and Sewer capital funds. The attached budget adjustment moves funds from the revenue bond fund to the construction fund, and reflects the revenue from the AHTD. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 Seven Valleys CCMerno 7-27-2012 RESOLUTION NO. A RESOLUTION AWARDING BID #12-58 AND AUTHORIZING A CONTRACT WITH SEVEN VALLEYS CONSTRUCTION CO., INC. IN THE AMOUNT OF $1,368,379.00 FOR CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS ALONG STATE HIGHWAY 265 BETWEEN JOYCE BOULEVARD AND ALBRIGHT ROAD, APPROVING A PROJECT CONTINGENCY OF $75,000.00, AND APPROVING A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby awards Bid #12-58 and authorizes a contract with Seven Valleys Construction Co., Inc. in the amount of $1,368,379.00 for construction of water and sewer improvements along State Highway 265 between Joyce Boulevard and Albright Road, and further approves a project contingency of $75,000.00. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution as Exhibit "A". PASSED and APPROVED this 21st day of August, 2012. APPROVED: ATTEST: By: By: LIONELD JORDAN, Mayor SONDRA E. SMITH, City Clerk/Treasurer DOCUMENT 00500 CONTRACT THIS AGREEMENT, made and entered into on the day of , by and between Seven Valley's Construction Company, Inc., Cassville, MO, herein called the Contractor, and the City of Fayetteville, Arkansas, Owner: WITNESSETH: That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the City of Fayetteville as follows: 1. That the Contractor shall furnish all the materials, and perform all of the work in manner and form as provided by the following enumerated Drawings, Specifications, and Documents, which are attached hereto and made a part hereof, as if fully contained herein and are entitled Crossover Road Water and Sewer Main Replacement -Phase II, dated June 2012. Advertisement for Bids Instructions to Bidders Bid and acceptance thereof Performance Bond Payment Bond SHEET INDEX Maintenance Bond General Conditions Supplemental Conditions Specifications Drawings (See Sheet Index below) SHEET NO. SHEET DESCRIPTION 1 Cover 2 Index, Legend & Location Maps 3-7 Highway 265 Water, Plan/Profile 8-10 Highway / Road Crossing, Cross Sections FM1 Force Main, Plan and Prof. Sta 0+00 to Sta 14+00 FM2 Force Main, Plan and Prof. Sta 14+00 to Sta 16+62 Fayetteville Athletic Club Sewer Service, Plan and Prof. Sta. 0+00 to Sta 1+25 Kisor Sewer Service, Plan and Prof. Sta 0+00 to Sta 4+75 S1 Plan/Prof. Sewer Line 1 & 2 S2 Plan/Prof. Sewer Line 3 & 4 15-18 Details 2. That the City of Fayetteville hereby agrees to pay to the Contractor for the faithful performance of this Agreement, subject to additions and deductions as provided in the Specifications or Bid, in lawful money of the United States, the amount of: One Million Three Hundred Sixty -Eight Thousand, Three Hundred Seventy -Nine Dollars & 00/100 ($1,368,379.00). FY 112118 Crossover Road Water & Sewer — Phase 11 Section 00500 - 1 3. The Work will be completed and ready for final payment in accordance with the General Conditions within 180 calendar days after the date when the Contract Time commences to run, as provided in the Notice to Proceed. 4. Liquidated Damages: The City of Fayetteville and Contractor recognize that time is of the essence of this Agreement and the City of Fayetteville will suffer financial loss if the Work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the City of Fayetteville if the Work is not completed on time. Accordingly, instead of requiring any such proof, the City of Fayetteville and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay the City of Fayetteville Seven Hundred Dollars ($700.00) for each clay that expires after the time specified in Paragraph 3 for completion and readiness for final payment. 5. That within 30 days of receipt of an approved payment request, the City of Fayetteville shall make partial payments to the Contractor on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the Contractor, LESS the retainage provided in the General Conditions, which is to be withheld by the City of Fayetteville until all work within a particular part has been performed strictly in accordance with this Agreement and until such work has been accepted by the City of Fayetteville. 6. That upon submission by the Contractor of evidence satisfactory to the City of Fayetteville that all payrolls, material bills, and other costs incurred by the Contractor in connection with the construction of the work have been paid in full, final payment on account of this Agreement shall be made within 60 days after the completion by the Contractor of all work covered by this Agreement and the acceptance of such work by the City of Fayetteville. 7. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the City of Fayetteville shall deem the Surety or Sureties upon such bond to be unsatisfactory or if, for any reason such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at his expense, within 5 days after the receipt of notice from the City of Fayetteville, furnish an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be satisfactory to the City of Fayetteville. In such event, no further payment to the Contractor shall be deemed to be due under this Agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the City of Fayetteville. 8. No additional work or extras shall be done unless the same shall be duly authorized by appropriate action by the City of Fayetteville in writing. 9. Freedom of Information Act. City contracts and documents prepared while performing city contractual work are subject to the Arkansas Freedom of Information Act. If a Arkansas Freedom of Information Act request is presented to the City of Fayetteville, (Contractor) will do everything possible to provide the documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. § 25-19-101 et. Seq.). Only Legally authorized photocopying cost pursuant to the FOIA may be assessed for this compliance. FY 112118 Crossover Road Water & Sewer — Phase II Section 00500 - 2 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and date first above written, in three (3) counterparts, each of which shall, without proof or accounting for the other counterpart be deemed an original Contract. SEAL: WITNESSES: Secretary Seven Valley's Construction Co., Inc. CONTRACTOR By President Title ATTEST: CITY OF FAYETTEVILLE, ARKANSAS OWNER By City Clerk Mayor FY112118 Crossover Road Water & Sewer — Phase II Section 00500 - 3 liltE McCLELLAND ENGINEERS, INC. DESIGNED SERVE TO SERVE 1810 N. College Avenue P.O. Box 1229 Fayetteville, AR 72703/72702-1229 479-443-2377. FAX 479-443-9241 www.mcdelland-engrs.com July 23, 2012 Mr. Shannon Jones, PE Utilities Engineer City of Fayetteville 113 W. Mountain Fayetteville, AR 72701 RE: Highway 265 Water and Sewer Replacement, Phase II Bid Tabulation Dear Mr. Jones: Bids were received on July 20, 2012 at 2:00 pm on the referenced project. Three bids were submitted. One of the bidders, Dean Crowder Construction, Inc., did not execute the Contractor's Act of Assurance Form, so his bid has not been tabulated. The other two bids appear to be in order, the bidders are properly licensed, the assurance forms were executed and appropriate bid bonds were submitted. A copy of the bid tabulation is attached. The low bidder was Seven Valley's Construction Co. Inc., of Cassville, Missouri. Their bid total was $1,368,379.00 which compares favorably to our construction cost estimate of $1,427,385. This contractor has completed similar projects for our firm in the last several years, and is currently working on water and sewer relocation work along Highway 265 in Springdale, immediately north of this Phase II project in Fayetteville. Consequently, we believe they are competent and recommend award of the construction contract to Seven Valley's Construction Co., Inc., in the amount of $1,368,379.00. Very Truly Yours, Robert W. White, PE Project Engineer Encl: Bid Tabulation cc: Ms. Allison Atha with enclosure 3:2011/112118/Correspondence/Jones 7-23-12.com Item BID TABULATION City of Fayetteville Crossover Road tArkansas Highway 265) Water & Sewer Main Replacement, Phase II Fayetteville, AR MCE Arojact#FY112118 July 20, 2912 $ID SCHEDULE Description Qty. Units SevenValiey's Unit Cost Extended Goodwin & Goodwin Unit Cost Extended 1 Act 291, 1993 Trench and Excavation Safety System 1 LS 585,000.00 565,000.00 531,000.00 531.000.00 2 12 -Inch PVC, C-900, DR -14 Water Main 2,989 LF 580.00 5179,340.00 548.00 5137,404.00 3 12 -Inch Restrained Joint PVC, C-900, DR -14 Water Main Installed by Horizontal Directional Drilling 465 LF $80.00 537,200.00 5280.00 5130,200.00 4 8 -Inch PVC, C-900, DR -14 Water Main 1,821 LF $45.00 581,045.00 534.00 361,914.00 5 6 -Inch Ductile Iron, Class 350 Fire Hydrant Stubs with Double Pelywrap 80 LF 555.00 $4 400.00 515.00 51.200.00 6 2 -Inch Polyethylene Service Tubing 50 LF 520.00 $1,000.00 515.00 5750.00 7 1 -Inch Polyethylene Service Tubing 475 LF 515.00 $7,125.00 58.00 $3,000.00 8 12 -Inch Class 250B Butterfly Valve with Bok 19 EA $3,200.00 341.600.00 $3200.00 541,800.00 9 8 -Inch Gate Valve wilh Box 6 EA 51,600.00 $0,600.00 $1,800.00 $10.000.00 10 6 -Inch Gate Valve With Box 13 EA 5900.00 511,70000 51,400.00 $18.200.00 11 2 -Inch Gate Valve with BOX 2 EA 5500.00 51,000.00 5800-00 51,600.00 12 Three Way Fire Hydrant 13 £A 33,400.00 544,200.00 54,200.00 554,600.00 13 Remove Existing Fire Hydrant 8 EA 5600.00 54,800.00 5700.00 35,600.00 14 12 -Inch x 12 -Inch Ta..1n1 Sleeve, 12 -Inch T8..in_ Valve with Box 2 EA 57.000.00 514000.00 58 000.00 512,000.00 15 12 -Incl! x 6 -Inch Tapping Sleeve, 6 -Inch Tapping Valve with Box 1 EA 52,600.00 $2,800.00 53,000.00 $3,000.00 18 8 -inch x 8 -Inch Tapping Sleeve, 8 -Inch Tapping Valve with Box 5 EA 52,800.00 522.400.00 $3.400.90 $27,200.00 17 8-1nch x 6 -Inch TaepinlLSteeve, 6 -Inch Tapping Valve with Box 1 EA 52,200.00 52.200.00 52,800.00 52,800.00 18 12 -Inch x 12 -Inch Connection 1 EA 9800.00 $800.00 51,500.00 $1,800.00 10 8 -Inch x B -inch Connection 1 EA $400.00 $40000 51,250.00 51,250.00 20 Abandon Existing Valve 20 EA 5100.00 52,000.00 5125.00 52,500.00 21 Epoxy Lined Ductile Iron Water Main Fittings 5.700 LB 57.00 $39,900.00 $8.00 534,200.00 22 Single Meter Setting, Complete, Including Plumber Connection to Existing Building SerViCe Dual Meter Setting, Complete, Including Plumber Connection to Existing Building ServiCeS 4 1 EA EA 5600.00 $750.00 52,400.00 5750.90 580900 51,200.00 $3,200.00 $1,200.00 23 24 Dual Meter Settinoin Pavement Area, Complete, Including Plumber Connection to Existing Building Services 3 EA 51,090.00 85,000.00 51,600.00 59,000.00 25 1 -Inch Meter Setting, Complete, Including Plumber Connection to Existing Building Service 5 EA 5750.00 53,750.00 511,000.00 55,000.00 1 -Inch High Pressure Meter Setting, Complete, Including Pressure Reducer and Plumber Connection to Existing Building Service 1 EA 51,100.00 51.100.00 51,400.00 51.400.00 27 Relocate Existing Backliow Prevenler 1 EA 3440.00 5400.00 5900.00 5800.00 28 Service Line Connection to Existing Meter Setting. 1" Valve in Mater Box at Water Meter Setting Outlet 4 1 EA EA 5200.00 $300.00 5800.00 5300.00 $300.00 $400-00 51,200.00 5400.00 29 30 Remove Existing Meter Setting 16 EA 5200.00 $3200.00 $200.00 53200-00 31 12 -Inch Saddle 1 -inch Cor ' • ration Sto. & Ts. 12 EA 3200.00 82 400.00 $250.00 $3,000.00 32 12 -Inch Saddle, 2 -Inch Corporation Stop & Tap 1 EA $500.00 550080 5500.00 $500.00 33 8 -Inch Saddle 1 -Inch Car ration 5t°. & Ta. 4 EA 5175.00 $700.00 $225.00 5900.00 34 8 -Inch Saddle, 2 -Inch Corporation Stop & Tap 1 EA 5350-00 $350.00 5500.00 5500.00 35 24 -Inch Bored Steel Casing 383 LF 5300.00 5108,900.00 5375.00 5135,126.00 96 24 -inch Direct Bury Steel Casing 138 LF 5190.00 528,220.00 $125.00 517,250.00 Ham# BID TABULATION (Page 21, City of Fayetteville Crosse =r Rued 1Arkanses Highway 285) Water tl Sevier Main Replacement, Phase 11 Fsyeltev5le, AR MCE Projecl#FY112118 July 20, 2012 BID SCHEDULE Description City. Units Seven Valley's Unit Cast Extended Goodwin & Goedwln Unit Coat Extended 37 16 -Inch Bored Steel Casing 455 LF 5200.00 581,000.00 5215.00 $97,025.00 38 16 -Inch Direct BOR' Steel Casing 115 LF 5150.00 517,250.00 $100.00 511.500.00 39 8 -Inch Direct Bury Stee1Casinp 65 LF $140.00 $9,240.00 580.00 $5.280.00 40 Short Bore Under Trees, for 8 -Inch and 12 -Inch Main, No Casing 80 LF 5120.40 05,600.00 5200.00 510,000.00 41 Short Bore or Punch Under Trees, for 2 -Inch to 1 -Inch Pipe No Casing 80 LF 550.00 $4,000.00 54000 $3200^00 42 Protec ve Fencing for Trees 6 EA 5500.00 34000.00 $400.00 $2,40000 43 Cut & Cam Existing 12 -inch Main 4 EA 51,200.00 54,600.00 51,200.00 54,800.00 44 Cut & Cap Existing 8 -inch Main 6 EA 51,100.00 58,600.00 01.000.00 56,000.00 45 Cut & Cap Existing 8 -Inch Main 2 EA 51,100.00 52,200.00 5750.00 51,500.00 46 10 -Inch. Epoxy Lined Ductile Iron Sewer Main, Class 350 with Double Potywrap 460 LF $84.00 $38,540.00 580.00 $36.800.00 47 8 -Inch PVC Sewer Main, SDR -26 1.084 LF 530.00 532,520.00 528.00 530,35200 48 4 -Inch PVC Sewer Service, SCH 40, Including Trenching & Backfillirq 265 LF $25.00 56.625.00 52000 55 300.00 49 Sewer Main Trenching & BeckhlFng, 0-0 Feet Deep 707 LF $4.00 $2,828.00 510.00 $7,070.00 50 Sewer Main Trenching 8, Backfilling, 6-10 Feet peep 717 LF 520.00 014,340.00 515.00 $10,755.00 51 Sewer Main Trenching & Backfilling, 10-14 Feel Deep 40 LF 5100.00 34,000.00 530.00 51,200.00 52 4 Foot Diameter Standard Manhole 0 Feet to 6 Feet Dee. 10 EA 02,400.00 $24 000.00 52.300.00 523,000.00 53 Extra Manhole Depth, Over 8 Feet Deep 13 VF 5150.00 51,960.00 $200.00 42.800.00 64 Reprove Existing Manhole 3 EA 51,000.00 53,000.00 51000.00 $3,000.00, 65 Abandon Existing Manhole 3 EA $800.00 52,400.00 5800.00 52,400.00 56 Watertight Hinged Cover on Manhole 2 EA 5400.00 $800.00 0600.00 01,200.00 57 Sewer Service Wye on 8 -Inch PVC, 8" SDR -26 x 4' SCH 40 4 EA 5300.00 51,200.00 5250.00 51,000.00 58 10' x 4' Sewer Service Tap on Existing 10" VCP Sewer 1 EA 5500.00 1000.00 5800.00 5800.00 59 Cut & Cap Existing 10' x 4" Sewer Service Tap 1 FA 850000 5500.00 $600.00 $600.00 60 4 -Inch Manhole Tap for Sewer Service 1 EA 5000.00 $50000 5400.00 3400.00 61 TV Inspection of Existing Sewer to be Abandoned andlor Replaced 1 560 6 LE EA 58.30 0250.00 812 946.00 51,500.00 54.00 5150.00 56 240,00 5900.00 62 Sewer Service Cleanout 63 Plug Existing Sewer at Manhole Well 3 EA 5200.00 5000.00 $500.00 02,400.00 04 Connect 10" or 8" Sewer to Existing Manhole. Core Drill Manhole Wall Clay or Concrete Damon Gravity Sewer 3 6 EA EA 51,000.00 5500.00 $3,000.00, 54,500.00 51,300.00, 5800.00 53,90000 57,200.00 65 60 0 -Inch PVC, C-900, DR -14 Sewage Force Main 1,174 LF 532.00 537 560.00 526.00 530,524.00 07 Connect 6 -Inch Force Main to Existing Force Main 3 EA $+00.00 51,200.00 $1,000.00 53,00000 68 Connect 6 -Inch Force Main to 8 -Inch Sewer Stubout at Existing Manhole 1 EA 3400.00 $400.00 $1,300.00 $1,300.00 60 6 -Inch Epoxy Lined Ductile Iron Force Main Fittings 600 LB 510.00 58,000.00 08.00 0100.00 $50.00, $4,800.00 51,300.00 $200.00 70 Force Mein Trace Wire Access Ports 13 4 EA EA $80.00 $25.00 51,040.90 5100.00 71 Abandon Existing Fora Main Trace Wire Access Ports 72 Two -Inch Combination AirNacuum Valve and Vault on Force Main 1 EA $8,000.00 $6,000.00 57 50000 57 500.00 73 Remove Existing Force Main Air Valve Vault 1 EA 5500.00 5500.00 51,500.00 $1,50000 74 Asphalt Surface Restoration 1,040 SY 5100.00 _ 5104.000.00 $95.00 $98,800.00 Item* BID TABULATION (Page 3) City or Fayetteville Crossover Road (Arkansas Highway 265) Water & Sewer Main Replacement, P1199011 Fayetteville, AR RACE Project eFY112116 July 20, 2012 BIC SCHEDULE Description City. Unita Sewn Valley's Unit Cost Extended Goodwin & Goodwin Unit Coat Extended 75 Asphalt Highway Restoration 20 SY $110.00 $2,200.00 6115.00 52,300.00 76 Concrete Surface Restoration 1,000 SY $51.00 $51,000.00 580.00 580,000.00 77 Concrete Sidewalk Restoration 330 SY $45.00 514,850.00 $80.00 519,800.00 78 Curt and Gutter Restoration 360 LF 520.00 57,200.00 520.00 57.200.00 79 Granular FIl 1,800 TON 516.00 528.000-00 522.00 535,800.00 80 Trench Stabilizalion Material 120 TON $20.00 52.400.00 $16.00 52,160.00 81 Eroston Control 1 LS 515.000.00 $15,000.00 522,000.00 $22,000.00 82 Sod Restoration on Lawns 7.500 SY 58.00 $45,000.00 $8.00 $15,000.00 83 Audio i Video Tape Recordings - 1 LS 55,000-00 55,000.00 $4,000.00 54,000.00 84 Site Photographs 1 LS $4,000.00 $4,000.00 34,000.00 34,000.00 Signature: ! fit', 1.C�+��-�•�P Dale: Robert Whlte, PE 04695 7/2 712c10 - Total Bid Price 51,368,379.00 51,437,469.00 DOCUMENT 00300 BID FORM UNIT PRICE NOTE TO BIDDER: Please use BLACK ink for completing this Bid form. To: The City of Fayetteville. Arkansas Address: 113 West Mountain Fayetteville, AR 72701 Project Title: Fayetteville Crossover Road Water and Sewer Main Replacement — Phase 11 Engineer's Project No.: FY112118 Date: 1-1_0- Bidder: _1.0- Bidder: &evi&i3 /JLLEy S COMST/2_(��G Address: ©t fkpf-SIR Arkansas Contractor's License No.:l~St1#7 S -® 413 CetSSQ TUE' N . s-6 2. S. -- Contact Contact Person for additional information on this Bid: Name: Bowl E 0)E7 Telephone: 41.7 - e T- Fax: tin- `7- g - 1- 6-8( ADDENDA The Bidder hereby acknowledges that he has received Addenda Numbers: 1)to these Specifications. (Bidder - - insert No. of each Addendum received.) 2,118 Crossover Road Water & Sewer — Phase 11 Section 00300-1 BIDDER'S DECLARATION AND UNDERSTANDING The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this Bid are those named herein, that this Bid is, in all respects, fair and without fraud, that it is made without collusion with any official of the Owner, and that the Bid is made without any connection or collusion with any person submitting another Bid on this Contract. The Bidder further declares that he has carefully examined the Contract Documents for the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work and to identify the said quantities with the detailed requirements of the Contract Documents, and that this Bid is made according to the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Bid. The Bidder further agrees that he has exercised his own judgement and has utilizedall data which he believes pertinent from the Engineer, Owner, and other sources in arriving at his own conclusions. The Bidder states that he has experience in and is qualified to perform the work herein specified and, if he does not have craftsmen experienced and qualified in any phase of the work for which this Bid is offered, that he will subcontract the work under said phase to a contractor who does have the necessary experience and qualifications. CONTRACT EXECUTION AND BONDS The Bidder agrees that if this Bid is accepted, he will, within 15 days alter notice of award, sign the Contract in the form annexed hereto, and will at that time, deliver to the Owner the Performance Bond and Payment Bond required herein, and will, to the extent of his Bid, furnish all machinery, tools, apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all work as specified or indicated in the Contract Documents. CERTIFICATES OF INSURANCE, PAYMENT BOND, AND PERFORMANCE BOND The Bidder further agrees to furnish the Owner, before executing the Contract, the certificates of insurance, Payment Bond, and Performance Bond as specified in these Documents. START OF CONSTRUCTION, CONTRACT COMPLETION TIME, AND LIQUIDATED DAMAGES Start of Construction, Contract Completion Time, and Liquidated Damages are stated in Document OO500 - Contract. FY1 12118 Crossover Road Water & Sewer — Phase II Section 00300-2 SALES AND USE TAXES The Bidder agrees that all federal, state, and local sales and use taxes are included in the stated bid prices for the work. UNIT PRICE BASE BID The Bidder agrees to accept as full payment for the work proposed herein the amount computed under the provisions of the Contract Documents and based on the following unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved. The bidder agrees that the unit prices represent a true measure of the labor and materials required to perform the work, including all allowances for overhead and profit for each type and unit of work called for in the Contract Documents. The amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern. 1. 1 LS Act 291, 1993 Trench and Excavation Safety System 5 ?c �! �� 1.-x Jt ` rttc L stkotl Dollars/LS Words 2. 2,989 LF 12 -Inch PVC, C-900, DR -14 Water Main cI rcT ( Dollars/LF Words 3. 465 LF 12 -Inch Restrained Joint PVC, C-900, ($ 4:361° ) DR -14 Water Main Installed by Horizontal Directional Drilling ($+D ccor90 ($17,7$;{dpooce (oto .c'° ) f rCr i4 fi Dollars/LF Words 4. 1,821 LF 8 -Inch PVC, C-900, DR -14 Water Main ($ 4 S f 'o, f;"r-t FWW- Dollars/LF Words 5. 80 LF 6 -Inch Ductile Iron, Class 350 Fire Hydrant Stubs with Double Polywrap Dollars/LF Words ticoitor ($371200,0 (sq1,04siGe ($4,400, 6;' FY 112118 Crossover Road Water & Sewer —Phase II Section 00300-3 6. 50 LF 2 -Inch Polyethylene Service Tubing "r"o{E t -0 Dollars/LF Words pC° 7. 475 LF 1 -inch Polyethylene Service Tubing {$ ) ($ 1 1 Z5"` ) F I F i EE Dollars/LF ($ 10 °O) ($ `ittimc ) Words � 8. 13 EA 12 -Inch Class 250B Butterfly Valve w/ ($ 1r1-06;)o� ($1r 1 (°004 ) Box 'TN siZT TECs r.?i. axo Dollars/EA Words 9. 6 EA 8 -Inch Gate Valve w/Box (8 I E (0X ,5) ($ 9,(000,'1 51-1TE-r+J ikutact©Dollars/EA Words 10. 13 EA 6 -Inch Gate Valve w/Box (8 913° Pe ) ($ i i t -1O0) ) 1A,Qt+3QIL . b Dollars/EA Words 11. 2 EA 2 -Inch Gate Valve w/Box ($ 5-1)°4 ) ($ - 110004 ) Fs v e ol-1 aE Dollars/EA Words 12. 13 EA Three Way Fire Hydrant ($3j4OQ P) ($414,2156,V 'Cil -goal F � O>.3t vili- Dollars/EA Words 13. 8 EA Remove Existing Fire Hydrant (8 600 .°) ($ lit Sc© Svgob.) I t?T Dollars/EA Words p'° Ep 14. 2 EA 12 -Inch x 12 -Inch Tapping Sleeve, 12- (871°M) ($ Ni o00+) Inch Tapping Valve w/Box 5 V jt) T1- o%a►S A►.3z Dollars/EA Words 11$ Crossover Road Water & Sewer — Phase II Section 00300-4 1IMHIIS111211 1 EA 12 -Inch x 6 -Inch Tapping Sleeve, 6 -Inch Tapping Valve wBox Words Dollars/EA 16, 8 EA 8 -Inch x 8 -Inch Tapping Sleeve, 8 -Inch Tapping Valve w/Box 1-(ri•# r }a`1i3fi.e�'t a Dollars/EA Words 17. 1 EA 6 -Inch x 6 -Inch Tapping Sleeve, 6 -Inch Tapping Valve w/Box w iti y rt,a a3ic'p Dollars/EA Words 18. 1 EA 12 -Inch x 12 -Inch Connection EVACT ROW ZREO Dollars/EA Words 19. 1 EA 8 -Inch x 8 -.inch Connection F1~] A 11t o>CrN Dollars/EA Words 20. 20 EA Abandon Existing Valve b6.1(. l-tUiaca.e--13] Dollars/LA Words 21. 5,700 LB Epoxy Lined Ductile Iron Water Main Fittings 22. S ev e-iJ Dollars/LB Words 4 EA Single Meter Setting, Complete, Including Plumber Connection to Existing Building Service SAX Hito 'ar Dollars/EA Words ($-ktkOt ($2.21 L 0 P ($ 70-0®) Zee ($ $pp• ) ($ ) 8 Crossover Road Water & Sewer — Phase I€ Section 00300-5 1 EA 12 -Inch x 6 -Inch Tapping Sleeve, 6 -Inch Tapping Valve wBox Words Dollars/EA 16, 8 EA 8 -Inch x 8 -Inch Tapping Sleeve, 8 -Inch Tapping Valve w/Box 1-(ri•# r }a`1i3fi.e�'t a Dollars/EA Words 17. 1 EA 6 -Inch x 6 -Inch Tapping Sleeve, 6 -Inch Tapping Valve w/Box w iti y rt,a a3ic'p Dollars/EA Words 18. 1 EA 12 -Inch x 12 -Inch Connection EVACT ROW ZREO Dollars/EA Words 19. 1 EA 8 -Inch x 8 -.inch Connection F1~] A 11t o>CrN Dollars/EA Words 20. 20 EA Abandon Existing Valve b6.1(. l-tUiaca.e--13] Dollars/LA Words 21. 5,700 LB Epoxy Lined Ductile Iron Water Main Fittings 22. S ev e-iJ Dollars/LB Words 4 EA Single Meter Setting, Complete, Including Plumber Connection to Existing Building Service SAX Hito 'ar Dollars/EA Words ($-ktkOt ($2.21 L 0 P ($ 70-0®) Zee ($ $pp• ) ($ ) 8 Crossover Road Water & Sewer — Phase I€ Section 00300-5 23. 1 EA Dual Meter Setting, Complete, Including Plumber Connection to Existing Building Services Sevei,3 wo &Q 4 it Dollars/EA Words 24. 5 EA Dual Meter Setting in Pavement Area, 5;000P) Complete, Including Plumber Connection to Existing Building Services floc- ; K gN Dollars/EA Words B t 1 rip' pt. 25. 5 EA 1 -Inch Meter Setting, Complete, ($417+66--) 03 an 6° Including Plumber Connection to Existing Buildina Service 5Cr1€1.3 a%)t.aMlet1 PTPTI Dollars/EA Words 26. 1 EA 1 -Inch High Pressure Meter Setting, ($ 1106°) ($ Il (Oc» ) Complete, Including Pressure Reducer ($ 7 �d •�� ) ($ .7s) ." ) and Plumber Connection to Existing Building Service etEvE i t -k Ret Dollars/EA Words 27. 1 EA Relocate Existing Backflow Preventer ($ 4100•C) 6.)R (-vvai7SC D Dollars/EA Words 28. 4 EA Service Line Connection to Existing ($ -2.013P ) Meter Setting TWO 4.3ttiN.0 Dollars/EA Words 29. 1 EA I" Valve in Meter Box at Water Meter ($ 300 ° ) Setting Outlet 11-i Kee c)zen Dollars/EA Words FY 1.12118 Crossover Road Water & Sewer -- Phase II Section 00300-6 30. 16 EA Remove Existing Meter Setting uc, atliJ UE J Dollars/EA Words 31. 12 EA 12 -Inch Saddle, 1 -inch Corporation Stop and Tap i-kt)INII3keM Dollars/EA Words 32. 1 EA 12 -Inch Saddle, 2 -Inch Corporation Stop. and Tap F'sv . 1-Lywilaket1 Dollars/EA Words 33. 4 EA 8 -Inch Saddle, 1 -Inch Corporation Stop and Tap 010e- SeVei i i F-ive- Dollars/EA Words 34. 1 EA 8 -Inch Saddle, 2 -Inch Corporation Stop and Tap F3'C'l Dollars/EA Words 35. 363 LF 24 -Inch Bored Steel Casing (WC:: L {-t ir.:iMZDollars/LF Words 36. 138 LF 24 -Inch Direct Bury Steel Casing ooze. tA. t torsRciN N zo" 1•y Dollars/LF Words 37. 455 LF . 16 -Inch Bored Steel Casing tko ivt.Ets Dollars/LF Words 38. 115 LF 16 -Inch Direct Bury Steel Casing () I 1.-1u. # 15(t il t~ I F T 7 Dollars/LF Words ($ 213o .01 ($ 2.1400P°) ($ got, ° ) ($ t75°) ($ i(5b,© ) ($3 Se°) ($ 3 C3 ($.300i�Q ) ($17,2•5-0.r FY1 121 18 Crossover Road Water & Sewer — Phase II Section 00300-7 39. 66 LF 8 -Inch Direct Bury Steel Casing 01,3E Foi:T1 DollarsfLF ($ � ($ 9 2q0 .06) Wards 40. 80 LF Short Bore Under Trees, for 8 -Inch and ($ !) ($ 9L(0(0` ) 12 -Inch Main, No Casing (3 t tki3 bs h ir3lr� `'l Dollars/LF Words 41. 80 LF Short Bore or Punch Under Trees, for 2- ($ S-0 )($ Lt Ott ) Inch to 1 -Inch Pipe, No Casing F3 F rl Dollars/LF Words 42. 6 EA Protective Fencing For Trees ($ COOP ) ($ teto`o) Five i.4004c,Ret:$ Dollars/EA Words � 43. 4 EA Cut and Cap Existing 12 -inch Main ($ 1 i 2CO `C) ($ 4, R0) 'fit 1..vC } Ja) & Dollars/EA Words 44. 6 EA Cut and Cap Existing 8 -Inch Main($ E (Qbf�) ($ %. �%O.g11 LtrPt • I k OR.C) Dollars/EA Words 45. 2 EA Cut and Cap Existing 6 -Inch Main ($ to 0£) ($ 't)-601 e ,) AV 61 Dollars/EA Words 46. 460 LF 10 -Inch Epoxy Lined Ductile Iron Sewer ($ ° ) ($ 3% ''(40 )r Main, Class 350 with Double Polywrap Gt-VT i FCA.10, DollarsfLF Words 47. 1,084 LF 8 -Inch PVC Sewer Main, SDR -26 ($ 30P4:) ) ($.3atop)p -1R-rf DollarsfLF Words FY.112118 Crossover Road Water & Sewer — Phase II Section 00300-8 Including Trenching and Backfilling Ts +1 r—yc _Dollars/LF Words .E 44'e0 00 J ($ ) 49. 707 LF Sewer Main Trenching and Backfiilling, ($ 0-6 Feet Deep la c ccdRDollars/LF Words 50. 717 LF Sewer Main Trenching and Backfilling, ($_.2. ) . {$ t 6-10 Feet Deep u3 ; 011 Dollars/LF Words 51. 40 LF Sewer Main Trenching and Backfilling, ($ Ied ($ ) 10-14 Feet Deep bDollars/LF Words 52. 10 EA 4 Foot Diameter Standard Manhole, ($Z400) ($ 0 Feet to 6 Feet Deep i4 QPl 0 Dollars/EA Words 53. 13 VF Extra Manhole Depth, Over 6 Feet Deep (5_1 51)40 ) ($—�-- 3 i'1 Dollars/VF Words 54, 3 EA Remove Existing Manhole ($ t 800` H1D {$3 -t 0CCD�+E [ O% t6'& C Dollars/EA Words Manhole (S_______($ 55. 3 EA Abandon Existing e3 gtY 14ucvA9J Dollars/EA Words FY112118 Crossover Road Water & Sewer— Phase II Section 00300-9 —Ca (( E u N V fZEA Dollars/EA Words 57, .4 EA Sewer Service Wye on 8 -Inch PVC, ($$_1 )©O' 8" SDR 26 x 4" SCH 40 114 EE t4VtDDollars/EA Words 58. 1 EA 10" x 4" Sewer Service Tap on Existing ($ J� eo ($ 5O' 10" VCP Sewer r i t i3 trJ ARC Dollars/EA Words 59. 1 EA Cut and Cap Existing 10" x 4" Sewer ($ 50O ) ($ Service Tap F yeI` v i,3 Cl RDollars/EA Words 60. 1 EA 4 -Inch Manhole Tap for Sewer Service ($ $ S`S1 (AQO LCD _Dollars/EA Words 61. 1,560 LF TV Inspection of Existing Sewer to be ($ %3 fl ) ($ Abandoned and/or Replaced Eger H 1 _ / 100 Dollars/LF Words 62. 6 EA Sewer Service Cleanout ($`�) ($ 5T® Fc i ` / Dollars/EA Words 63. 3 EA Plug Existing Sewer at Manhole Wall ($ `RD) ($ P ) TWO tI11N Ii] QE b Dollars/EA Words 64. 3 EA Connect 10" or 8" Sewer to Existing ($ ($ 3 Manhole, Core Drill Manhole Wall t C I 1 CO_SkO Dollars/EA Words FYI 12118 Crossover Road Water & Sewer — Phase 1I Section 00300-10 �a1�fG R _ _Rt~ ✓5 Dollars/EA Words 66. 1,174 LF 6 -Inch PVC, C-900, DR 14 Sewage ($ �� ) ($ Force Main #-{1?i`r T so Dollars/LF Words 67. 3 EA Connect 6 -Inch Force Main to Existing ($ 4� • ) ($A Force Main -Oi3R 4 e"�i Doliars/EA Words 68. 1 EA Connect 6 -Inch Force Main to 8 -Inch ($ `gyp `o ($_0O Sewer Stubout at Existing Manhole FQ::R i4. 6JW Dollars/EA Words } 69. 600 LB 6 -Inch Epoxy Lined Ductile Iron Force ($ C(3 • Main Fittings I e 0 Dollars/LB Words e c)'p4) 70. 13 EA Force Main Trace Wire Access Ports (5_C) ($_((C) _3 ___ Dollars/EA Words �a) O P� 71. 4 EA Abandon Existing Force Main Trace ($ ($ ) Wire Access Ports Ft O --Dollars/EA Words %=f 72. 1 EA Two -Inch Combination Air/Vacuum ) ($ ($ Valve and Vault on Force Main &S&#I r i Hoag≤AN'Q Dollars/EA Words FYI 1211.8 Crossover Road Water & Sewer — Phase II Section 00300-11 73. 1 EA Remove Existing Force Main Air Valve ($ ($_5T545 P } Vault F V C [t%3 0j s'€ D DOllarsfEA Words 74. 1,040 SY Asphalt Surface Restoration ($ Qf� CIO ($_I Dollars/SY Words 75. 20 SY Asphalt Highway Restoration ($ 10E3 C �9 iJ3t h �1� Dollars/SY Words 76. 1,000 SY Concrete Surface Restoration ($_c/ 0 ) ($.) 061)) FI FTI fON _ Dollars/SY Words 77. 330 SY Concrete Sidewalk Restoration ($ 9 5 • } ($ I 91 RZ'1 F_3 V i Dollars/SY Words 78. 360 LF Curb and Gutter Restoration (8_20 ` ) ($'71Z®�ea ) 1 i3' 1 Dollars/LF Words 79. 1,800 TON Granular Fill (S_ t a� ) ($ 2S $(d 0 _ Dollars/TON Words 80. 120 TON Trench Stabilization Material ($ 20 ©C ) ($ Tie r Dollars/TON Words 81. 1 LS Erosion Control I FVFT L) 7(4d `f'Dollars/LS Words FY112118 Crossover Road Water & Sewer — Phase II Section 00300-12 83. 1 LS 84. 1 LS DEDUCTIVE ALTERNATES Not used. -S-S-K Dollars/SY Words Audio/ Video Tape Recordings i�' 1 k .S II Dollars/LS Words Site Photographs FO.. 'TO '.S 1O'S C WDDollars/LS Words TOTAL BID ($ 3a j ($_I&0 $ 1136 3790.00 BASIS OF AWARD The Bidder understands that the Contract will be awarded to the responsive, responsible bidder with 1 the lowest Base Bid. MAJOR EQUIPMENT SCHEDULE Not used. PAYMENT SCHEDULE Not used. SUBCONTRACTORS The Bidder further certifies that proposals from the following subcontractors were used in the preparation of this Bid; and if awarded a contract, Bidder agrees to not enter into contracts with LI:w'. others for these divisions of the Work without written approval from the Owner and Engineer. N u BORING SUBCONTRACTOR ri. Arkansas Contractor License #009I V.-0 4t3 3 Name Pt Street Address, City, State, Zip Code Y112118 Crossover Road Water & Sewer — Phase fi h +` Section 00300-13 SUBCONTRACTOR Arkansas Contractor License # Name Street Address, City, State, Zip Code PERFORMANCE OF WORK BY CONTRACTOR The Bidder shall perform at least 70 percent of the work with his own forces (refer to Paragraph 23, INSTRUCTIONS TO BIDDERS. Bids from so called "Brokerage Contractors" will not be considered.) List below the items that the Bidder -will perform with his own forces, if awarded this Contract, and fill in the blank showing the estimated total cost of these items. LL ExCC( — Estimated total cost of the above items the Bidder states that will be performed with his own forces, if awarded Contract: Dollars ($ (Words) EXPERIENCE OF BIDDER The Bidder, with his own forces, shall show satisfactorily completion of work of type and size comparable to the Work required by these Bid Documents. Minimum requirement shall be three projects within the past five years. A list of comparable projects, including pertinent information and identification of the owners, shall be submitted with the Bid. Contractor shall provide evidence that projects have included 12 -inch diameter pipe and larger. Only those Bids which are submitted by Bidders who show satisfactory completion of work of type and size compared to the Work required by these Bid Documents will be considered. (List similar projects, with types, names of clients, construction costs, and references with telephone numbers. Use additional sheets if necessary.) — - r - r c.Ri,;rif c L rX5 `'-•:FY 1.12118 Crossover Road Water & Sewer — Phase II Section 00300-14 SURETY If the Bidder is awarded a construction Contract on this Bid, the Surety who provides the Performance and Payment Bond will be: i u&-, FRSc ELI. BSIt3&' whose address is: -sto LT-LtLrrLtT R ck, RR 7?s — Street, City, State, Zip, Code INSURANCE The Bidder acknowledges that he is familiar with the insurance requirements on this Project and, if awarded a construction contract, agrees to furnish the required insurance certificates within fifteen (15) days of the date the award is made. The name of the Bidder submitting this Bid is: 5(V iJ 1: R -(S C©ri STR- Cb TOC, doing business at: Street, City, State, Zip, Code which is the address to which all communications concerned with this Bid and with the Contract shall be sent. The names of the principal officers of the corporation submitting this Bid, or of the partnership, or of all persons interested in this Bid as principals are as follows: PRt i.. ., ....... FYI 12118 Crossover Road Water & Sewer — Phase II Section 00300-15 If Sole Proprietor or Partnership IN WITNESS hereto the undersigned has set his (its) hand this day of , 2012. Signature of Bidder Title If Corporation IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed dL and its seal affixed by its duly authorized officers this day of '- L- / _ , 2012. (SEAL) Name of Corporation By -j Title PRS. Attest r`ctr Secretary PYi 12118 Crossover Road Water & Sewer -- Phase II Section 00300-16 CONTRACTOR'S ACT OF ASSURANCE FORM Bidder shall execute the following Contractor's Act of Assurance Form and submit it with other bid documents. Bids not including an executed Act of Assurance Form will not be accepted. FY 112118 Crossover Road Water & Sewer — Phase [I CONTRACTOR'S ACT OF ASSURANCE FORM As the authorized representative of the individual, incorporation, or corporation (hereinafter referred to as the company) bidding on or participating in the project, I certify that I have read and understand the requirements of the General and/or Supplemental Conditions and that the principles, agents and employees of the company will comply with these requirements including all relevant statutes and regulations issued pursuant thereto. I further certify as the authorized agent of the company that: EQUAL OPPORTUNITY I will comply with all requirements of 41 CFR Chapter 60 and Executive Orders 11246 and 11375, including inclusion of all required equal opportunity clauses in each sub -contract awarded in excess of $10,000 and I will furnish a similar statement from each proposed subcontractor, when. appropriate. I will also comply with all Equal Employment Opportunity requirements as defined by Section 504 of the Rehabilitation Act of 1973; the Age Discrimination Act of 1975; and Section 13 of the Federal Water Pollution Control Act Amendments of 1972 regarding sex discrimination. NONSEGREGATED' FACILITIES The company that I represent does not and will not maintain any facilities 'provided for its employees in a segregated manner, or permit its employees to perform their services at any location under company control where segregated facilities are maintained; and that the company will obtain a similar certification prior to the award of any subcontract exceeding $10,000 which is not exempt from the equal opportunity clause. OSHA REQUIREMENTS I will comply with the Department of Labor Safety and Health Regulations promulgated under Section 107 of the Contract Work Hours and Safety Standard Act (40 U.S.C. 327-333) in the performance of the contract. PROCUREMENT PROHIBITIONS As required by Executive Order 11738, Section 306 of the Clean Air Act and Section 508 of the Clean Water Act, I certify that I will not procure goods and services from persons who have been convicted of violations of either law if the goods or services are'to be' produced by the facility that gave rise to the violation. DEBARMENT AND SUSPENSION I certify that to the best of my knowledge and belief that the company that I represent and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; FY112118 Crossover Road Water & Sewer - Phase II (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. I understand that a false statement on this certification regarding debarment and suspension may be grounds for rejection of this proposal or termination 'of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine. I further certify that I will obtain a similar certification for each subcontract awarded in excess of $25,000. AUTHORIZED REPRESENTATIVE COMPANYNAME: S Vo \P LLC r 5 Ci s Ce 3 C - SIGNATURE: DATE: 7" PRINTED NAME: O 63j TITLE: FY112118 Crossover Road Water & Sewer - Phase ii THE AME:RIcAN INSTITUTE OF ARCHITECTS MA Document x4310 +ed-. BI Bon" : KNOW ALL MEN BY THESE PRESENTS, that we iHere insert lull name and add.ress.or"legal title of COptractori Seven Valleys Construction Co., Inc. P.O. Box 88, Cassville, Missouri 65625 as Principal, hereinafter called the Principal, and The Cincinnati Insurance Company (Here insert lull name and address or legal title of 5ufeiyi P.O. Box 145496, Cincinnati, Ohio 45250-5496 a corporation drily organized :under the laws of the State of Ohio as Surety, hereinafter called the -Surety, are held and firrrtly bound unto City of Fayetteville, Arkansas ("ere insert full name and address or legal title of Owner) 113 W. Mountain Street, Fayetteville, Arkansas 72701 as Obligee, hereinafter calledthe "Obligee, in the sum of Five Percent (S%) of the Amount Bid -------------------Dollars (5% for the payment of which sum well and truly to bemade, the said Principal. and the said Surety,. bind 'ourselves, our heirs, executors, administrators, successors and -assigns, jointly and severally, firmly by these .presents. WHEREAS, the Principal has submitted a bid for (Here insert full fume, address and description of projeu) Water and Sewer Main Replacement -Crossover Road (Arkansas Highway 265), Phase H ROW,, TH E°RE=,ORE; if the Obligee .shall acceptthe bid of the Principal and the principal shalt "enter .into. a• Contract with the oblhRee in accordance with the terms of such bid, and give such bond" or.bonds ,"as :may 'be'specified in the bidding or Contract Documents with ;good and -:sufficient surety for the faithful., performance of such .Contract and. for. the prompt payment of labor and material" furnished in the prasewtlon thereof, or in the event of the feature of the Principal to enter such .Contract and gjye such :frond or bonds, it the Principal. shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amountfor which the Obhigee may in good faith contract with another; party to perform the Work covered .by said: bid, .then: this obligation shall be null and. void, otherwise to remain to full force..eitd`effect sgned", and: sealed this 20th day- of July, 2012 The Cincinnati Insurance Company {Witness) ." Sylvi A. Young i tel A torney-In-Fact Y41)1;'t?o. (f .TAt10 • jil7 ufSD • AIA.0:• ffaitllvtRY 197Dfo • rH ..s.. 'c�'►f I ' STi'TUTE c ARCHiT.t.CTS, iiLIs: N.Y, "AVE,; :iLW..' WIWONGroNr. D 1C. Prr.nred an led iaper 91l9.a THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOW ALL MEN BY TITESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws of the State of Ohio, and having its principal office in the City of Fairfield, Ohio, does hereby constitute and appoint Michael Halter; Kevin Bruick; Rolfe Kennedy; Sylvia Ai Young; Carolyn Hunter; Sherese D. Escovedo; Randy Irvin; Ken Estes and/or Alfred Williams of Little Rock, Arkansas its true and lawful Attorney(s)-in-Fact to sign, execute, seal and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows: Any such obligations in the United States, up to Ten Million and No/100 Dollars ($10,000:000.00). This appointment is made under and. by authority of the following resolution passed by the Board of Directors of said Company at a meeting held in the principal office of the Company, a quorum being present and voting, on the 69i day of December, 1958, which resolution is still in effect: "RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys -in - Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney -in -Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys -in - Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 79t day of December, 1973. 'RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal -of the Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing suchfacsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President this 10th day of October, 2008. THE CD cINlJ.dn INSURANCE COMPANY PosArE onto vice Presidena STATE OF OHIO ) ss: COUNTY OF BUTLER ) On this 109, dayof October, 2008, before me came the above -named Vice President of THE CINCINNATI INSURANCE COMPANY, to me personally known to be the officer described herein, and acknowledged that the seal affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrument by the authority and direction of said corporation, �•�r-g1 A IL •'' MARK J. H LLER, Attorney at Law "►;i�� NOTARY PUBLIC - STATE OF OHIO My commission has no expiration t�i�Tr date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in full force and effect. G under my hand and seal of said Company at Fairfield, Ohio. this a day of y ?0I). a CO MNu-E SEAL auto BN 1005 (10/08) N X 0 ? f0 3 0Y (Q (D to +n w w cn _Q) f4 w V V fD (O a a a a m ao v C.71A w > n m rn m n n fn N 3 ID 3 'C � ' i a3 O fA A C '° c (D w p % .' I- 0 i CO 10 V V N w O O O O O O Q Q in 0 O o O 4 o N ((A o a 0 0 UI an o a a o an a o 0 4 CO UI a a i N N `r � o nos➢ � o�� 0 o Q K l CD IV CL m m O d y .r f(::D,, -- (D o c a �- A Ut D e (� rn" in in _ m rn UI _ o ID UI a f3 (D ID ID o a C CD N d N ii d O- 3' S N ... N a Ej a. D P Z 0 0 X N I .: ... .. a iurai on o.. ate. City Of Fayetteville -.Purchase Order (PO) Request (au s Puraxsse o:asr? um a wary Unto: All purchases u r $2500 shall 8e used on a P -Card unless medical or 1009 seMceralafed. (Cslf.x258 tvafr questi0n4): Alf ueatshaltbe scanned to. the Puichaa 'e-ms0 PUYtRa5irl iAp tferifle.ar.us:.... : . 8FName: erne: rD12 19218 Seven Vall Cohstructiori Yes: XX NO: Address: Fab Point: Taxable s Alta d O Box as Y No:,_X No; XX city: State: Zip Code: Ship to wde:. Di n Head Approval: Cassville 0 65625 Requester: Requesters Employee 0: Sion: David Jurgens 490. 330 Item Description Quantity Unit of Iots. Unit Cost Extended Cost Account Numbers Pro ecVVSub roe Invento 0 Fixed Asset # 1 Waterline Improvements 1 802P.0Q $323,022.00 5400.5840.5855.00 1102 (Bonds) 2 Sewer Improvements (Bonds] 1 41,983. $41,983.90 5400.5740.5815.00 *8072.1102 3 4 Waterline Improvements 1 978,775.00 $978)s.p0 5400.5500.5808. 08072.1102 5 The line above is a grant $0.00 8 $0.00 7 Waterline Improvements I 24,555.00 $24,599.00 5400.56 5808.00 09072.1102 8 $9.00 9 .00 10 $0.00 Shipping/Handling Lot $0.00 SpuaI ivudiont: Subtota#: $1,368,379.00 Tax: Total: $t _368_379.00 Approvals: Mayor: Department Director: Purchasing Manager: Finance & Internal Services Dlreolor: Budget Manager: IT Manager: Dispatch Manager: Utilities Manager Other: I CROSSOVER ROAD (ARKANSAS HIGHWAY 265) WATER AND SEWER MAIN REPLACEMENT PHASE II FAYETTEVILLE, ARKANSAS CITY OF FAYETTEVILLE, ARKANSAS fig ARKANSAS MCE PROJECT NO. FY11211S AHTD Project No. 040518 JUNE 2012 Prepared By: I71EEMcCLELLAND CONsULrING ENGINEERS, INC. McClelland Consulting Engineers, Inc. 1810 North College, P.O. Box 1229 Fayetteville, Arkansas 72702-1229 (479) 443-2377 CROSSOVER ROAD (ARKANSAS HIGHWAY 265) WATER AND SEWER MAIN REPLACEMENT PHASE II FAYETTEVILLE, ARKANSAS CITY OF FAYETTEVILLE, ARKANSAS IP1 ARKANSAS MCE PROJECT NO. FY112118 AHTD Project No. 040518 JUNE 2012 Prepared By: McCLELLAND CONSULTING ENGINEERS, INC. McClelland Consulting Engineers, Inc. 1810 North College, P.O. Box 1229 Fayetteville, Arkansas 72702-1229 (479) 443-2377 ADDENDUM NO. 1 July 12, 2012 Crossover Road (Arkansas Hwy. 265) Water and Sewer Main Replacement, Phase II City of Fayetteville Project # FY112118 To All Plan Holders of Record: The Specifications for this Project are revised as follows: 1. Pre -Bid Meeting Topics: The main issues at the Pre -Bid Meeting were to emphasize the construction sequence requirements as listed in Specification Section 01311, Schedule and Sequence of Operations, and to emphasize the construction photograph requirements as listed in Specification Section 01325, Construction Photographs. There were no items discussed that results in changes to the Plans and Specifications. 2. Easements: Specification Section 01011, Site Conditions, contains an Appendix of Easements and Easement Side Letters. As listed on Page 01011-5, not all of these documents were executed when the project was advertised for bids. Attached are easements for Tract No. 12, Benevolent Building Corporation, and Tract No. 22, Presbytery of Arkansas, a Warranty Deed for Tract No. 25 at the wastewater lift station, as well as a side letter for Tract No. 16. This Addendum No. 1 consists of one page of written documentation and four attachments. Except as amended by this addendum, the requirements of the project as set forth in the original bid documents shall remain in effect. This addendum must be acknowledged in the space provided on the Bid Form. Robert W. White, PE Attachments: Tract No. 16 Easement Tract No. 22 Easement Tract No. 25 Deed Tract No. 16 Side Letter Date: Received By: Bidder: Date: J:\2Q11\112118\Addendum\Addendum No.1 Page 1 of 1 Huey 265 North Utility Relocations Parcel No. 765-13240-000 Tract No. 16 WATER/SEWER EASEMENT iiiK,10L�LII?�'i1:I. K*;1:t LiI&I THAT Benevolent Building Corporation, an Arkansas Non -Profit Corporation, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to wit: PROPERTY DESCRIPTION: (Deed Ref. 93-05011) A part of the Southeast Quarter (SE'/) [deed=Southwest Quarter (SWY4)] of the Fractional Northwest Quarter (NW%4) of Fractional Section Nineteen (19), Township Seventeen (17) North, Range Twenty-nine (29) West being more particularly described as follows: commencing at a Found Monument representing the said Southwest corner of the said SE %4 [deed =SWY4] of the NWY4; thence South 4.64 feet to a point; thence South to a point; thence East 1351.30 feet to an Iron Pin [being] the Point of Beginning; thence North 0 degrees 42 minutes 53 seconds West 477.76 feet to a Rail Road Spike; thence North 88 degrees 10 minutes 28 seconds East 830.48 feet to a Rail Road Spike; thence South 0 degrees 12 minutes 7 seconds West 506.89 feet to an Iron Pin; thence North 89 degrees 48 minutes 42 seconds West 822.32 feet to the POINT OF BEGINNING; containing 9.34 acres, more or less, and subject to Easements and Restrictions of record and not of record. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00029353, containing 0.54 acres or 23,534 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of the Southeast Quarter (SEY4) of the Northwest Quarter (NW'/4) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Record 93-05011, said easement being adjacent to the East line of the new proposed tight -of -way of Highway 265 and to the East, North and South lines of existing utility easements as shown on Plat 12-110, the Concurrent Plat of Elks Addition. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 16,403 square feet (0.38 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along the East and South sides of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 6,408 square feet (0.15 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall beat a height above high water. WATERISEWER EASEMENT Page 2 of 2 The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the 2' ay of S - , 2012. Benevolent Building Corporation ATTEST: By: tom---- [Please print or type Name and Title] ACKNOWLEDGMENT STATE OF ARKANSAS �� as. COUNTY 0f N i _ ) BE IT REMEMBERED, that on this date, before the j dersigned, a duly commissioned and acting otaily Public within and for said County and State, personally appeared -1 rr- Su. ►ci- and a mum. ac me well known .as the persons who executed the foregoing document, and who stated and acknowledged that are the I -iii QAj and _, respectively, of Benevolent Building Corporation, an Arkansas Non -Profit Corporation, and are duly authorized irl'their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and sea[ on this day of , 2012. MY COMMISSION EXPIRES: :: cake, E-IOLLY F. JONES l Illy COMM€SSION # 12365157 Notary Publ' rxPtRES: May 1, 2018 MAP 1 OF 2 UTILITY EASEMENT PLAT PUE - 16,403 SQ. FT. (0.38 AC.) WI TRACT MAP NO. 16 TCE - 6,408 SQ. FT. (0.15 AC.) I ail SEE 11dAP z EXHIBIT I i i 35.00' j l , 'Y %p NORTH LINE OF ELKS ADDITION ! i I i a 25.22' 20' u r SSS*19'53'E r -- _, i EMS ADDITION j r;, i :. Plat Record I 12 100 f I SJ, I� w"� TRACT I I o ELKS ADDITION =# -;:.;......r :�::�� Plat Record 12-100 1 fi SCALEt 1' = 60' I I i o 'l PILE Basis of Bearings: o l i Benevolent Based on the AHTD I -:� Building Job 040518 Ii:Y;` '_: Corportation Coordinate System I!' l« I i N8S•4c�'52'W ENLARGED AREA NOT Tit SCALE ,00' I I 1 1�1 3 mI l i W i 1 l :11 fi a� n.�� l rf ;e,i F4 I "� (U ,,� " # #Y I i"N S88'i9'53'E I ' k ♦ R! v O 33•IO' Z w Y ENLARGED'IF'x_ maf 1 i �sl 1a 28`± ::.:{ n 3.63' S88'1953E I I JI!=.. • RANDAL PLACE _ _ _ 2AU.E. N88.1963'W N87°1430w I saa•19•sa'E L37 Land &tne N 8I`3'53'W SW CORNER 1 I ! a N88.19'53'W SEi/4, Nw1/4 Sw CORNER j ? r 23 '5 SECTION 19 f SE1/4, Nw1/4 ! �I 1 ! f T -17-N, R -29-W TT --17-N. R -29-w I i+ J I LEGEND Permanent Utility Easement Temporary Construction Easement ! ----- Corner of Permanent Utility Easement -- -- — Existing Utility Easement Line 765-18592-000 — Tax Parcel Number PUE — Permanent Utility Easement 93.05011 — Deed Record TCE — Temporary Construction Easement Clsir /� s Property Owner : Benevolent Building Corportation Project Name : CITY OF'Property Hwy 265 W/S Line Relocation y �r r �r Drawn by : McClelland Consulting Engineers . Revisions Date FA ETTPi ULLL7r No Date: March 2012 Scale : 1' = 60' Water & Sewer Department Project No. 112118 AH1D Tract No. 21 Tract No. 16 MAP 2OF2 UTILITY EASEMENT PLAT PUE - 16.403 SQ. FT. (0.38 AC.) TRACT MAP NO. 16 TCE -- 6,408 SQ. FT. (0.15 AC.) EXHIBIT "A" liT j w ` M • i i� SCALE, Z' = 60' (Y X 01 NtlE X. 20' U.E. — — — --•--._—._—R Basis of Bearings; Based on the AHTO ZION ROAD Job 040518 Coordinate System N89 0608 N j 45.82' N89 0608E EX. 25' U.E. EX. 25U.E. I 104.08' S89.36'31'lE _ 168.02' ................. 19 TCE • r ,�;` 225,00' a c ≥� SENW NW CORNER ELKS ADDI11ON t d ! Plot Record I ^ I 12-100 1 z 1 I SEE MAP i 1 1 NORTH LINE OF ELKS ADDITION I L1 1 EX. 20' UE. S88°19'53'E l<= ` TRACT l BeMW Zent ` .m :I Buibdtiny l ! a w" ELKS ADDFTIE7N i w i -zy _,r: s Plat Record 12-100 t! F I SW CORNER NO, DIRECTION DISTANCE I I - f SE1/4. NWi/4 SECTION Li N 8819'53' 1�! 4O.52' 1s T^17 -N. R -29-W L2 N 55°02'48' E 20.88' LEGEND Permanent Utility Easement • — Corner of Permanent Utility Easement 755-18552-000 --- Tax Parcel Number 93-05oi1 — Deed Record Temporary Construction Easement - - - Existing Utility Easement Line PUE — Permanent Utility Easement TCE — Temporary Construction Easement CITY OF Property Owner : Benevolent Building Corportation Project Name : Ar Hwy 265 W/S tine Relocation [}raven by : McCielland Consulting Engineers Na. Revisions Date FAYETTEVILLE Date: March 2012 scale : = 6a• Water & Sewer Deportment Project No. 112118 AHTO Tract No. 21 Tract No. 16 Hwy 265 North ity Parcel No. 765-13209-003`Mons Parcel No. 765-13209-005 Tract No. 22 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT Presbytery of Arkansas, an Arkansas Nonprofit Corporation, a corporation duly organized and existing under the laws of the State of Arkansas, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 95-043430 and Deed Ref. 95-043431) Deed Ref. 95-043430: �/ Part of the Northeast Quarter (NE/4) of the Northwest Quarter (NW%4), and part of the Northwest Quarter (NWY4) of the Northwest Quarter (NW%) of Section 19, Township 17 North, Range 29 West of the Fifth Principal Meridian, Washington County, Arkansas, being more particularly described as follows, to -wit: Beginning at a point that is S 88 degrees 22'41" W 838.95 fees from the Southeast corner of said NEY4 of the NW'/ of said Section 19; thence N 22 degrees 30'15" W 84.51 feet; thence N 55 degrees 10'44° W 232.89 feet; thence S 72 degrees 59'56" W 75.19 feet; thence N 70 degrees 5049" W 132.37 feet; thence N 48 degrees 37'30" W 122.09 feet; thence S 8 degrees 33'54" E 65.28 feet; thence S I degree 38'19" E 262.77 feet; thence N 88 degrees 22'41" E 495.05 feet to the point of beginning, and containing 2.17 acres, more or less. Deed Ref. 95-043431: Part of the Southeast Quarter (SE'/) of the Northwest Quarter (NW"f4) of Section 19, Township 17 North, Range 29 West of the Fifth Principal Meridian, Washington County, Arkansas, being more particularly described as follows, to -wit: Beginning at a point S 88 degrees 22 minutes 41 seconds W, 836.95 feet from the Northeast Corner of said SEY4, NWY4; thence S 22 degrees 03 minutes 16 seconds E, 210.59 feet; thence S 21 degrees 10 minutes 45 seconds W, 245.32 feet; thence N 67 degrees 09 minutes 38 seconds W, 523.01 feet to the east right-of-way of Arkansas Highway 265; thence with said right-of-way, N 1 degree 28 minutes 21 seconds W, 206.93 feet; thence leaving said right-of-way, N 88 degrees 22 minutes 41 seconds E, 497.05 feet to the point of beginning and containing 3.96 acres, more or less. Subject to all easements, roadways and restrictions of record, if any. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00029357, containing 0.37 acres or 16,036 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of the Northwest Quarter (NW%) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Records 95-43430 and 95-43431, said easement being adjacent to the East and West sides of existing utility easements and to the East line of the new proposed right-of-way of Highway 265. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 13,644 square feet (0.31 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A fifteen (15) foot temporary construction and grading easement of equal and uniform width located along the East side of a portion of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 2,084 square feet (0.05 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. WATER/SEWER EASEMENT Page 2 of 2 It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. Al! covenants and agreements herein contained shall extend to and be binding upon the respective heirs; legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the tday of itlwn 3 , 2012. Presbytery of Arkansas, an Arkansas Nonprofit Corporation By: // !l &A*1C�f.i�,� ATTEST: lease print or type Name and Title] [Pleas rint or type Name and Title] Vft24tctfZ. ACKNOWLEDGMENT STATE OF ARKANSAS ) COUNTY Of ) ss. BE IT REMEMBERED, that on this date, before the within and for said County and State, personally appeared _ well known a the p rsons who executed the for of c the andTft& c?ILA-- : Corporation, a corp ration duly organized and existing uni in their respective capacities to execute the foregoing instrum( stated and acknowledged that they had so signed, executed purposes therein mentioned and set forth. a duly c ocument, and who stated and ac' nowledged that they are pectively, of Presbytery of Arkansas, an Arkansas Nonprofit ler the laws of the State of Arkansas, and are duly authorized mt for and in the name and behalf of said company, and further and delivered said instrument for the consideration, uses and WITNESS my hand and seat on this day of _____ , 2012. MY COMMISSION EXPI ES: SAMANIHAL DORER Pula id County o r Notary/ Public - AAcargt#s %�"Publi"C� My Commission Expires Aug 16, 2015 UTILITY EASEMENT PLAT F TRACT MAP NO. 22 PUE - 13.644 SQ. FT. (0.31 AC.) TCE - 2,084 SQ. FT. (0.05 AC.) SEE MAP 2 .t EXHIBIT A ! t r : MAP 1 OF 2 NW CORNER et - vi • SE1/4, NW1/4 . t 20I o TRACT SECTION 19 f+'— J :: [L = 1i7 O NENV T-17—N,R-29—W! w;+ w ;� `+{ .:',;:_ .—i M 22 t14 19-17-29 I !II ! Z Z I z N88'38'11'W ! ! SCALES V 50' ssa rz'4z�r I ' ! S88'38'11'E u'tSSB°38'11'E ! f':: I AREA ENLARGED ,I I 21.71' I 3 c I I k:l f' NOT TO SCALE Iryt TRACT I � ( z r, I°'-;. Nit. ice, �a 113 I +n COIt:':,:;:? FROM 40 CORNER NIA SBi3°38'11•E L � c� I _� i Ssa•38'11'E zI: 2o.uo i 1 21.71' I 19.12' � . , iv '.- � . . Cu 0 z :: t/1 SENW } I ) I 19-17-29 w b,L a, w I I T TRACT, Presbytery 0 f z t _� I Arkansas I I Basis of Bearings: �l6 ( t ! ": y �4' Based on the AHTD f t : CoordinateSystem ! I i 'ys AREA ENLARGED I t �; TRACT NOT TO SCALE f I 04 I 21 LEGEND Permanent Utility Easement ; ; Temporary Construction Easement • --- Corner of Permanent Utility Easement — — - — — • — Existing Utility Easement Line 765-13209-003 & 765-13209-005 — Tax Parcel Number PUE — Permanent Utility Easement 954.3431-32 --- Deed Record TCE "'— Temporary Construction Easement Il l ray n Property Owner : Presbytery of Arkansas Project Name OF Drawn by : McClelland Consulting Engineers : CAr Hwy 265 W/S Line Relocation FAYETTEVILLE Date: March 2012 Scale : 1" = g0° No.1 Revisions Wafer & Sewer Department Project No. 112118 AHTD Tract No. 26 Tract No. 22 %3tr• i l C33 TRACT 'I � 1s II N •s `S \• 1 ! NW CORNER SE1/4, NWI/4 SECTION 19 T -17--N, R -29-W S81242° cc UTILITY EASEMENT PLAT TRACT MAP NO. 22 EXHIBIT RAM l� Aso 1C+� i PUE - 13,644 SQ. FT. (0.31 AC.) TCE - 2.084 SQ. FT. (0.05 AC.) MAP 2 OF 2 ' i BRACT LOT ! 23 119 3TNEw 10r . Ss S D[V 5f `1 N O W rLf SCALE a 1` = 50' C,� . TRACT 22 Presbytery of ArkaLnsas SEW MAP I FOR DIMENSIONS IN THIS AREA -- f =•;— 58835'11 "E '-': 587'OL'53'E se38'11'E I w i h 21.71' •�•�. �' I iiSENw � � �: . 0 19-17-29 LEGEND NENW 19-17-29 Permanent Utility Easement }: Temporary Construction Easement • ---- Corner of Permanent Utility Easement — — • — — • — Existing Utility Easement Line 765-13209-003 dh 765-13209-005 — Tax Parcel Number PUE -- Permanent Utility Easement 9543431-32 -- Deed Record TCE --- Temporary Construction Easement or Property Owner : Presbytery of Arkansas CITY Project Nome : Ar Hwy 265 WIS Line Relocation ��7l�r�y� r � Drawn by : McClelland Gans�lting Engineers PAY �r l l lS V7LL�7r Date: March 2012 Scale : 1" = 5p• No. Revisions Water & Sewer Department Project No. 112118 Tract No. 22 AHTO Tract No. 26 Stonewood 8/O Lift Station Part of Parcel No. 765-22359-000 WARRANTY DEED BE IT KNOWN BY THESE PRESENTS: THAT Dunnerstock Development Inc., hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, do hereby grant, bargain, sell and convey unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, the following described land situated in the County of Washington, State of Arkansas, to -wit: A part of the Northeast Quarter (NEY4) of the Northwest Quarter (NW%) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, and being more particularly described as follows, to -wit: Beginning at an iron pin marking the Southeast corner of Lot 1. Stonewood Subdivision; thence South 03°34'13" West 30.14 feet, to an iron pin; thence South 24°08'33" West 153.13 feet; thence North 37°02'00" West 113.63 feet; thence North 02°5146" East 87.35 feet; thence South 86°2258" East 128.84 feet, to the Point of Beginning and containing 0.348 acres, more or less. LESS AND EXCEPT: The proposed highway right-of-way as being a part of AHTD Job No. 040518. Subject to any other rights -of -way and/or easements, whether or not of record. TO HAVE AND TO HOLD the said lands and appurtenances hereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. And the said Grantors, hereby covenant that they are lawfully seized of said lands and premises; that the same is unencumbered, and that the Grantors will forever warrant and defend the title to the said lands against all legal claims whatever. WITNESS the execution hereof on this day ofd _, 2012. Dursto nneck Deve ant nc. BY: [Please print or type Name and Title] ATTEST: [Please print or type Name and Title] ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WASHINGTON BE IT REMEMBERED, that on this date, before the W ndersign duly commissioned and acting Notary Public within and for said County and State, personally appeared '14 y _ and 1' -/ i to me ell known, s the persons who exec ted the foregoing document, and who stated and acknowledged that they are the t` K t'd and .J h , respectively, of Dunnerstock Development Inc., and are duly authorized in their respective ca acities to execute the foregoing instrument for and in the name and behalf of said corporation, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this __ day of , 2012• MY COMMISSION EXPIRES: �iu_S. soboAild f / `,,V My COMMISSION # 12391948 �` ii -- — ! i I}s 9?iPll6B: 6aptember 18, 2017 o ry Public 7 15 %P i imm�n ('.e ntv PUE -• 8.028 SQ. FT. (0.18 AC.) TCE -- 826 SQ. FT. (0.02 AC.) wI z 1 I. O l 4 Cq 0' Iw th �z �+ � SCALE, V = 40' of Basis of Bearings: Cu z Based on the AHTD Job 040518 Coordinate System 1 z u� 'r3i N C1 [J c f p z UTILITY EASED TRACT MAP EXHIBIT N 11 UJ S86`22'58'E 1 f 106.68' TRACT 25 Dunnerstock Development, LLC ft! >\4\ N I': LENT PLAT N0. 25 "A" TRACT LOT 24 1 sr M � � r y rr LOT so NW CORNER LOT 119 1 STONEWOOD SUED. tn l Plat Record 17-73 TRACT LOT cL ;: _: •: : 23 119 STONEWOOD SUBDIVISION NO. DIRECTION DISTANCE Li S 24°0833' W 10.74' L2 N B7°1811` W 30.07' L3 S 24°88'33' W 42,19' L4 N 45°4044' W 30.57' '• f TRACT SS f i 22 LEGEND Permanent Utility Easement • — Comer of Permanent Utility Easement 765-22359-000 — Tax Parcel Number 9964616-17 — Deed Record Temporary Construction Easement — — Existing Utility Easement Line PUE --- Permanent Utility Easement TCE — Temporary Construction Easement CITY QProperty Owner : Dunnerstock Development, LLC Project Name : FDrawn by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation FAYETTEVILLE r� �T* r No. Revisions Date l'AYETl E#lLLE Date: March 2012 Scale : 1" - 40' Water & Sewer Department Project No. 112118 AHTD Tract No. 28 Tract No. 25 THE CITY OF FAYETTEVILLE, ARKANSAS fT ENGINEERING DIVISION IIIe t Mountain Fayette 11e, AR 72701 11 Phone (479) 444-3443 it KANSAS July 9, 2012 Benevolent. Building Corporation 4444 N. Crossover Road Fayetteville, AR 72703 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. -- City Limits) Tract No. 16 Side Letter Dear Sirs: Thank you very much for speaking with Ms. Holly Jones, Land Agent for the City about your concerns, I hope we have addressed them as follows: 1. Any grassy areas, driveways or pavement that is disturbed will be repaired in as good or better condition than found. The easement area will be raked. The area will be covered in good topsoil and re -sown with a good quality grass seed or sod. 2. A future flag pole is allowed and encouraged in this easement area. The light pole that is currently in the easement may be in the way of our sewer line. If so, we will move and replace it to the eastern side of the easement at the edge of the concrete at no cost to you. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact either of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or with specific construction concerns you may call Shannon Jones at (479) 444-3452 or I can be reached at (479) 575- 8330. Since ely, rg s IJtili i s Dir tor DJ/ Telecommunications Device for the Deaf TDO (479) 521-1316 113 West Mountain - Fayettefl1e, AR 72701 TABLE OF CONTENTS PART/SECTION # SUBJECT PAGE # PART I BIDDING REQUIREMENTS 00030 Advertisement for Bids .....................................................1-2 1-2 00100 Instructions to Bidder........................................................ 1-7 00200 Information Available to Bidders .....................................I 1 00300 Bid Form Unit Price.......................................................... 1-16 Contractor's Act of Assurance Form ................................1-3 1-3 00350 Bid Bond........................................................................... 1-2 00360 Notice of Award................................................................ 1 PART II CONTRACT FORMS 00500 Contract............................................................................. 1-3 00600-1 Performance Bond............................................................ 1-3 00600-2 Payment Bond................................................................... 1-3 Maintenance Bond........................................................... I Contractor's Affidavit....................................................... 1 Notice to Proceed.............................................................. 1 00680 Change Order Form.......................................................... 1-2 PART III CONDITIONS OF THE CONTRACT 00700 General Conditions........................................................... 1-29 00800 Supplementary Conditions ................................................I I PART 1V SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS 01000 Abbreviations.................................................................... 1-2 01009 Summary of Work............................................................ 1-2 01011 Site Conditions................................................................. 1-4 01014 Protection of the Environment ..........................................1-2 1-2 01016 Safety Requirements and Protection of Property ....................................................... 1-5 01027 Application for Payment ...................................................1-2 1-2 01028 Change Order Procedures .................................................1-3 1-3 01070 Cutting and Patching........................................................ 1-3 01210 Preconstruction Conferences ............................................1-2 1-2 01300 Submittals During Construction .......................................1-5 1-5 01311 Schedule & Sequence of Operations................................1-3 01325 Construction Photographs .................................................1-7 1-7 01400 Quality Control................................................................. 1-2 01500 Temporary Construction Facilities & Utilities .................1-3 1-3 01600 Material and Equipment Shipment, Handling, Storage, and Protection ....................................1-3 1-3 01700 Contract Closeout............................................................. 1-2 01710 Clean-Up........................................................................... 1-2 01720 Project Record Documents ...............................................1-3 1-3 FY 112118 Crossover Road Water & Sewer -Phase II TOC-1 TABLE OF CONTENTS PART/SECTION # SUBJECT PAGE # DIVISION 2 SITE WORK 02102 Clearing, Grubbing, and Stripping ...................................1-3 1-3 02150 Storm Water Pollution Prevention ...................................1-4 1-4 02200 Earthwork, Trench Excavation andBackfill...................................................................... 1-9 02218 Landscape Grading........................................................... 1-2 02223 Bored Highway and Street Undercrossings ...................... 1-3 02444 Fencing............................................................................. 1-4 02485 Finish Grading and Grass .................................................1-2 1-2 02601 Asphalt and Concrete Restoration ....................................1-10 1-10 02740 Manhole Construction...................................................... 1-1 DIVISION 3 CONCRETE 03210 Reinforcing Steel.............................................................. 1-3 03300 Concrete............................................................................ 1-12 DIVISION 15 MECHANICAL 15001 Plant Piping - General ...................................................... 1-11 15001-2 Cement -Lined Ductile Iron Pipe & Epoxy Coated Pipe and Fittings ................... 1-6 15001-14 Polyvinyl Chloride (PVC) Pipe and Fittings ....................1-4 1-4 15005 Gravity Sewer Pipe........................................................... 1-6 15007 Cleaning and Television Inspection of Existing Sanitary Sewers.............................................................................. 1-2 15012 Miscellaneous Tubing ..................................................... 1-2 15013 Miscellaneous Piping Specialties .....................................1-4 1-4 15014 Miscellaneous Metering and Measuring Devices .............1-3 1-3 15080 Manually Operated Valves ...............................................1-4 1-4 15082 Self -Contained Automatic Process Valves .......................1-3 1-3 FYI 12118 Crossover Road Water & Sewer -Phase II TOC-2 APPENDIX LISTINGS APPENDIX A Standard Water Line & Sewer Construction Specifications City of Fayetteville APPENDIX B Special Provisions APPENDIX C Water Shut Down and Boil Orders City of Fayetteville APPENDIX D Chapter 5, Tree and Landscape Manual City of Fayetteville APPENDIX E Storm Water Pollution Prevention Plan APPENDIX F Standard MCE Appendix List FYI 121 18 Crossover Road Water & Sewer -Phase II TOC-3 PART I BIDDING REQUIREMENTS City of Fayetteville, AR Invitation to Bid Bid 12-58, Construction — Crossover Rd. Water & Sewer Main Replacement City Bid No.: 12-58 PROJECT: Crossover Road Water and Sewer Main Replacement, Phase II Fayetteville, Arkansas MCE Project No.: FY112118 McClelland Consulting Engineers, Inc. 1810 North College P.O. Box 1229 Fayetteville, Arkansas 72701 Phone: (479) 443-2377 The City of Fayetteville will receive sealed bids for the construction of water and sewer mains in the vicinity of Crossover Road (AR Hwy 265), in Fayetteville, Arkansas, including: approximately 5,355 feet of 6 -inch through 12 -inch PVC or DIP water main; approximately 1,544 feet of 8 -inch and 10 - inch PVC and DIP gravity sewer, approximately 1,174 feet of 6 -inch PVC force main, steel casings, highway bores, fire hydrants, valves, fittings, manholes, and related facilities. Bids shall be received on a unit price basis. All bids shall be received before July 20, 2012 before 2:00 PM, local time at the City Purchasing Division, located in Room 306, 113 W. Mountain, Fayetteville, Arkansas. Bids received after this time, as designated by the atomic clock located in the Purchasing Division Office, shall not be accepted. Bids will be opened and publicly read aloud immediately after specified closing time in a room to be designated. All interested parties are invited to attend. A non -mandatory pre -bid meeting will be held on Wednesday, July 11 2012 at 10:00 AM in City Hall, Room 326 at 113 W. Mountain, Fayetteville, AR. All bidders are strongly encouraged to attend. Bidding Documents may be examined at the offices of the Engineer and at: Southern Reprographics NW Ark. Planning Room 2905 Point Circle 108 Crossover Avenue — Suite F Fayetteville, AR 72704 Lowell, AR 72745 FY112118 Crossover Road Water & Sewer — Phase II 00030 - 1 Copies of the Bidding documents may be obtained at the Engineers office in accordance with the Instructions to Bidders upon paying the sum of $150.00 for each set of documents. Return of documents is not required, and amount paid for documents is not refundable. Partial sets are not available. Each Bid shall be submitted on the prescribed form and accompanied by a certified check from a bank located in the State of Arkansas or bid bond, payable to the City of Fayetteville, Arkansas in an amount not less than five (5) percent of the amount bid. For information concerning the proposed work, contact Robert W. White, P. E. at the Engineers office. The attention of the Bidder is directed to the applicable federal and state requirements and conditions of employment to be observed and minimum wage rates to be paid under this contract. "Pursuant to Arkansas Code Annotated 22-9-203, the City of Fayetteville, Arkansas encourages all qualified small, minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, the City of Fayetteville, Arkansas encourages all general contractors to subcontract portions of their contract to qualified small, minority, and women business enterprises." The City reserves the right to waive irregularities and to reject bids and to postpone the award of the Contract for a period of time which shall not exceed beyond 90 days from the bid opening date. CITY OF FAYETTEVILLE, ARKANSAS By: Andrea Foren, CPPB, CPPO City Purchasing Agent Ad dates: 06/29/12 and 07/06/12 FY 1 I2118 Crossover Road Water & Sewer — Phase II 00030 - 2 DOCUMENT 00100 INSTRUCTIONS TO BIDDERS The Contract Documents are divided into Parts, Divisions, and Sections in keeping with accepted industry practice in order to separate categories of subject matter for convenient reference thereto. Generally, there has been no attempt to divide the Specification Sections into work performed by the various building trades, work by separate subcontractors, or work required for separate facilities in the Project. 2. SPECIFICATION LANGUAGE "Command" type sentences are used in Contract Documents. These refer to and are directed to the Contractor. 3. GENERAL DESCRIPTION OF THE PROJECT A general description of the Work to be done is contained in the ADVERTISEMENT FOR BIDS. The scope is indicated on the accompanying Drawings and specified in applicable parts of these Contract Documents. 4. QUALIFICATION OF CONTRACTORS The prospective bidders must meet the statutorily prescribed requirements before Award of Contract by the Owner. Before a Contract will be awarded for the work contemplated herein, the Owner will conduct such investigation as is necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified under this Contract. Upon request, the Bidder shall submit such information as deemed necessary by the Owner to evaluate the Bidder's qualifications. The Contractor, with his own forces, shall show satisfactory completion of work of type and size comparable to the Work required by these Bid Documents. Minimum requirement shall be three projects within the past five years. A list of comparable projects, included pertinent information and identification of the owners, shall be submitted with the Bid. Contractor shall provide evidence that projects have included 12 -inch diameter pipe and larger. Only those Bids which are submitted by Bidders who show satisfactory completion of work of type and size comparable to the Work required by these Bid Documents will be considered. FYI 12118 Crossover Road Water & Sewer — Phase II Section 00100-1 5. DOCUMENT INTERPRETATION The Contract Documents governing the Work proposed herein consist of the Drawings and all material bound herewith. These Contract Documents are intended to be mutually cooperative and to provide all details reasonably required for the execution of the proposed Work. Any person contemplating the submission of a Bid shall have thoroughly examined all of the various parts of these Documents, and should there be any doubt as to the meaning or intent of said Contract Documents, the Bidder should request of the Engineer, in writing (received by the Engineer at least 5 working days prior to bid opening) an interpretation thereof. Any interpretation or change in said Contract Documents will be made only in writing, in the form of Addenda to the Documents which will be furnished to all Bidders receiving a set of the Documents. Bidders shall submit with their Bids, or indicate receipt, of all Addenda. The Owner or Engineer will not be responsible for any other explanation or interpretations of said Documents not issued in writing by Addendum. 6. BIDDER'S UNDERSTANDING Each Bidder must inform himself of the conditions relating to the execution of the Work, and it is assumed that he will inspect the site and make himself thoroughly familiar with all the Contract Documents. Failure to do so will not relieve the successful Bidder of his obligation to enter into a Contract and complete the contemplated Work in strict accordance with the Contract Documents. It shall be the Bidder's obligation to verify for himself and to his complete satisfaction all information concerning site and subsurface conditions. Information derived from topographic maps, or from Drawings showing location of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as he may elect, or from properly fulfilling all the terms of the Contract Documents. Each Bidder shall inform himself of, and the Bidder awarded a Contract shall comply with, federal, state, and local laws, statutes, and ordinances relative to the execution of the Work. This requirement includes, but is not limited to, applicable regulations concerning minimum wage rates, nondiscrimination in the employment of labor, protection of public and employee safety and health, environmental protection, the protection of natural resources, fire protection, burning and nonburning requirements, permits, fees, contractor's license, nonresident contractors' notice and bond requirements, and similar subjects. 7. PROJECT MANUAL AND DRAWINGS No return of Drawings is required and no refund will be made. The successful bidder will be furnished three sets of Documents without charge. Any additional copies required will be furnished to the Contractor at $150.00 per set. Partial sets will not be available. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 00100-2 S. TYPE OF BID Unit prices shall be submitted in the appropriate places on the Bid form. The total amount to be paid to the Contractor shall be the total amount of the unit price items as adjusted based on quantities installed and/or any adjustment for additions or deletions resulting from additive or deductive alternates or change orders during construction. 9. TRENCH AND EXCAVATION SAFETY SYSTEM IN ACCORDANCE WITH ACT 291 OF 1993, BIDDERS MUST PROVIDE A SEPARATE PRICE FOR TRENCH AND EXCAVATION SAFETY PROGRAMS IN THE SPACE PROVIDED ON THE BID FORM. FAILURE TO DO SO WILL SUBJECT THE BIDDER TO DISQUALIFICATION. 10. ALTERNATES Not used. 11. PREPARATION OF BIDS All blank spaces on the Bid Form must be filled in, preferably in BLACK ink, in both words and figures where required. No changes shall be made in the phraseology of the forms. Written amounts shall govern in cases of discrepancy between the amounts stated in writing and the amounts stated in figures. In case of discrepancy between unit prices and totals, unit prices will prevail. Any Bid shall be deemed informal which contains material omissions, or irregularities, or in which any of the prices are obviously unbalanced, or which in any manner shall fail to conform to the conditions of the published ADVERTISEMENT FOR BIDS. Only one bid from any individual, firm, partnership, or corporation, under the same or different names, will be considered. Should it appear to the Owner that any Bidder is interested in more than one bid for Work contemplated, all bids in which such Bidder is interested will be rejected. The Bidder shall sign his Bid Form on the blank space provided therefor. If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer or officers authorized to sign Contracts on behalf of the corporation. If Bidder is a partnership or sole proprietorship, the true name of the firm shall be set forth above, together with the signature of the sole proprietor, partner or partners authorized to sign Contracts in behalf of the firm. If signature is by an agent, other than an officer of a corporation or a member of a partnership or sole proprietor, a notarized power -of - attorney must be on file with the Owner prior to opening of bids or submitted with the Bid. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 00100-3 12. STATE AND LOCAL SALES AND USE TAXES Unless the Supplementary Conditions contains a statement that the Owner is exempt from state sales tax on materials incorporated into the Work due to the qualification of the Work under this Contract, all state and local sales and use taxes, as required by the laws and statutes of the state and its political subdivisions, shall be paid by the Contractor. Prices quoted in the Bid shall include all nonexempt sales and use taxes, unless provision is made in the Bid Form to separately itemize the tax. 13. SUBMISSION OF BIDS All Bids must be submitted, not later than the time prescribed, at the place, and in the manner set forth in the ADVERTISEMENT FOR BIDS. Bids must be made on the Bid Form provided herein. Each Bid must be submitted in a sealed envelope, so marked as to indicate its contents without being opened, and addressed in conformance with the instructions in the ADVERTISEMENT FOR BIDS. 14. TELEGRAPHIC OR WRITTEN MODIFICATION OF BID Any Bidder may modify his bid by telegraphic or written communication at any time prior to the scheduled closing time for receipt of bids, provided such communication is received by the Owner prior to the closing time. The telegraphic or written communication should not reveal the bid price; it shall, however, state the addition or subtraction or other modification so that the final prices or terms will not be known by the Owner until the sealed bid is opened. 15. WITHDRAWAL OF BID Any Bid may be withdrawn prior to the scheduled time for the opening of bids either by telegraphic or written request, or in person. No Bid may be withdrawn after the time scheduled for opening of Bids, unless the time specified in Item, AWARD OF CONTRACT, of these INSTRUCTIONS TO BIDDERS shall have elapsed. 16. BID SECURITY Bids must be accompanied by cash, a certified check, or cashier's check drawn on a bank in good standing, or a bid bond issued by a Surety authorized to issue such bonds in the State where the Work is located, in the amount of 5 percent of the total amount of the Bid submitted. This bid security shall be given as a guarantee that the Bidder will not withdraw his Bid for a period of 90 days after bid opening, and that if awarded the Contract, the successful Bidder will execute the attached Contract and furnish properly executed Performance and Payment Bonds, each in the full amount of the Contract price within the time specified. The Attorney -in -Fact (Resident Agent) who executes this bond in behalf of the Surety must attach a notarized copy of his power -of -attorney as evidence of his authority to bind the Surety on the date of execution of the bond. FY112118 Crossover Road Water & Sewer— Phase II Section 00100-4 All bid bonds and Contract bonds shall be executed by a LICENSED AGENT of the Surety as licensed by the Arkansas Insurance Commissioner and in all ways complying with the laws of the State of Arkansas. The mere countersigning of a bond will not be sufficient. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form bound herewith, or one conforming substantially thereto in form and content. 17. RETURN OF BID SECURITY Within 15 days after the award of the Contract, the Owner will return the bid securities to all Bidders whose Bids are not to be further considered in awarding the Contract. Retained bid securities will be held until the Contract has been finally executed, after which all bid securities, other than Bidders' bonds and any guarantees which have been forfeited, will be returned to the respective Bidders whose Bids they accompanied. 18. AWARD OF CONTRACT Within 90 calendar days after the opening of Bids, unless otherwise stated in the ADVERTISEMENT FOR BIDS or SUPPLEMENTARY CONDITIONS of these Documents, the Owner will accept one of the Bids or will act in accordance with BASIS OF AWARD, below. The acceptance of the Bid will be by written notice of award, mailed or delivered to the office designated on the Bid Form. In the event of failure of the lowest responsible and responsive qualified Bidder to sign and return the Contract with acceptable Performance and Payment Bonds, as prescribed herein, the Owner may award the Contract to the next lowest responsible and responsive qualified Bidder. Such award, if made, will be made within 90 days after the opening of Bids. 19. BASIS OF AWARD If, at the time this Contract is to be awarded, the Total Base Bid of the lowest acceptable Bid exceeds the funds then estimated by the Owner as available, the Owner may reject all bids or take such other action as best serves the Owner's interests. 20. EXECUTION OF CONTRACT The successful Bidder shall, within 15 consecutive days after receiving notice of award, sign and deliver to the Owner the Contract hereto attached together with the acceptable bonds as required in these Documents. Within 15 consecutive days after receiving the signed Contract with acceptable bonds from the successful Bidder, the Owner's authorized agent will sign the Contract. Signature by both parties constitutes execution of the Contract. The successful bidder shall conform to the Rules and Regulations of Arkansas Department of Finance and Administration concerning nonresident contractor's notice and bond requirements. FYI 12118 Crossover Road Water & Sewer — Phase 1I Section 00100-5 21. . PERFORMANCE AND PAYMENT BONDS, MAINTENANCE BOND The successful Bidder shall file with the Owner a Performance Bond and Payment Bond on the form bound herewith, each in the full amount of the Contract Price in accordance with the requirements of the State of Arkansas as applicable, as security for the faithful performance of the Contract and the payment of all persons supplying labor and materials for the construction of the Work, and to coverall guarantees against defective workmanship or materials, or both, for a period of 1 year after the date of final acceptance of the Work by the Owner. The Surety furnishing this bond shall have a sound financial standing and a record of service satisfactory to the Owner, shall be authorized to do business in the State of Arkansas, and shall be listed on the current U. S. Department of Treasury Circular Number 570, or amendments thereto in the Federal Register, of acceptable Sureties for Federal projects. If the Surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the project is located or it ceases to meet the requirements of the preceding paragraph, Contractor shall within five days thereafter substitute another Bond and Surety, both of which must be acceptable to Owner. The Attorney -in -Fact (Resident Agent) who executes this Performance Bond and Payment Bond in behalf of the Surety must attach a notarized copy of his power -of -attorney as evidence of his authority to bind the Surety on the date of execution of the bond. All Contracts, Performance and Payment Bonds, and respective powers -of -attorney will have the same date. The successful Bidder shall file with the Owner a two year Maintenance Bond on the form bound herewith, in the full amount of the Contract Price. 22. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND The Bidder who has a Contract awarded to him and who fails to properly execute the Contract and furnish the Performance Bond and Payment Bond, within the time frame stipulated elsewhere in these documents, shall forfeit the bid security that accompanied his bid, and the bid security shall be retained as liquidated damages by the Owner, and it is agreed that this sum is a fair estimate of the amount of damages the Owner will sustain in case the Bidder fails to enter into a Contract and furnish the bond as hereinbefore provided. Bid security deposited in the form of cash, a certified check, or cashier's check shall be subject to the same requirements as a Bid Bond. 23. PERFORMANCE OF WORK BY CONTRACTOR The Contractor shall perform on the site and with his own organization, work equivalent to at least seventy percent of the total amount of the work to be performed under this Contract. FY112118 Crossover Road Water & Sewer — Phase [I Section 00100-6 If, during the progress of the Work hereunder, the Contractor requests a reduction of such percentage, and the Engineer determines that it would be to the Owner's advantage, the percentage of the work required to be performed by the Contractor's own organization may be reduced, PROVIDED prior written approval of such reduction is obtained by the Contractor from the Engineer. Each bidder must furnish with his bid a list of the items that he will perform with his own forces and the estimated total cost of these items. 24. TIME OF COMPLETION The time of completion of the Work to be performed under this Contract is of the essence of the Contract. Delays and extensions of time may be allowed in accordance with the provisions stated in Document 00700 - GENERAL CONDITIONS. The time allowed for the completion of the Work is stated in Document 00500 - Contract. 25. PROVIDING REQUIRED INSURANCE The Bidder's attention is directed to the insurance requirements set forth in the General Conditions (amended in the Supplementary Conditions, if appropriate). Submittal of a bid indicates full understanding and intent to comply with the insurance requirements which are a condition of the contract. END OF SECTION FYI 121 18 Crossover Road Water & Sewer — Phase II Section 00100-7 DOCUMENT 00200 INFORMATION AVAILABLE TO BIDDERS PART 1. GENERAL 1.01 SECTION INCLUDES A. Arkansas Prevailing Wage Rates are not applicable. PART 2. PRODUCTS A. Not Used. PART 3. EXECUTION A. Not Used. END OF SECTION FYI1211 S Crossover Road Water & Sewer -- Phase II Section 00200 - 1 R .ECEIVj J JUL 2 5 2012 DEPARTMENT OF THE ARMY LITTLE ROCK DISTRICT, CORPS OF ENGINEERS POST OFFICE BOX 867 LITTLE ROCK, ARKANSAS 72203-0867 REPLY TO www.swLusace.army.mil/ ATTENTION OF Regulatory Division July 20, 2012 NATIONWIDE PERMIT NO. 2012-00310 Robert W. White, P.E. McClelland Engineers, Incorporated 1810 North College Avenue P O Box 1229 Fayetteville, Arkansas 72703 Dear Mr. White: Please refer to your letter dated June 6, 2012, on behalf of the City of Fayetteville, concerning Department of the Army permit requirements pursuant to Section 404 of the Clean Water Act. You requested authorization for the placement of dredged and fill material in waters of the United States associated with the relocation of two water lines and a sewer line at two locations on an unnamed tributary of Clear Creek. The relocation is required to facilitate the widening of Highway 265 in the northeast part of the Fayetteville, Arkansas. The project is located in section 19, T. 17 N., R. 29 W., Fayetteville, Washington County, Arkansas. The proposed activities are authorized by two Department of the Army Nationwide Permits (NWP) No. 12 (copy enclosed), provided that the conditions are met. You should become familiar with the conditions and maintain a copy of the permits at the worksite for ready reference. If changes are proposed in the design or location of the facilities, you should submit revised plans to this office for approval before construction of the change begins. Please refer to NWP Condition No. 12, which stipulates that appropriate erosion and siltation controls be used during construction and all exposed soil be permanently stabilized. Erosion control measures must be implemented during and after construction of the proposed project to comply with this permit condition. In order to fully comply with the conditions of the NWP, you must submit the enclosed compliance certification within 30 days of completion of the project. This is required pursuant to General Condition No. 30 of the permit. This permit action is based upon a Corps of Engineers determination that the subject work is within the jurisdiction of the Department of the Army regulatory program. You may contact the Little Rock District Regulatory Division if you wish to discuss your options for appealing this determination. dA The NWP determination will be valid for two years unless the NWP is modified, suspended, or revoked within the two-year period. If NWP No. 12 is modified, suspended, or revoked during this period, your project may not be authorized unless you have begun or are under contract to begin the project. If work has started or the work is under contract, you would then have twelve months to complete the work. The authorization of this work by a NWP does not relieve you of complying with other applicable local, state, and Federal laws. If you have any questions about this permit or any of its provisions, please contact me at (501) 324-5295 and refer to Permit No. 2012-00310. Please submit your comments or suggestions on our Customer Service Survey: http://www.sw1.usace.armv.mil/regulatory/customersurveyjnml Timothy cott Project Manager Enclosures Nationwide Permit No. 12 Utility Line Activities. Activities required for the construction, maintenance, repair, and removal of utility lines and associated facilities in waters of the United States, provided the activity does not result in the loss of greater than 1/2 -acre of waters of the United States for each single and complete project. Utility lines: This NWP authorizes the construction, maintenance, or repair of utility lines, including outfall and intake structures, and the associated excavation, backfill, or bedding for the utility lines, in all waters of the United States, provided there is no change in pre -construction contours. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous, liquid, liquescent, or slurry substance, for any purpose, and any cable, line, or wire for the transmission for any purpose of electrical energy, telephone, and telegraph messages, and radio and television communication. The term "utility line" does not include activities that drain a water of the United States, such as drainage tile or french drains, but it does apply to pipes conveying drainage from another area. Material resulting from trench excavation may be temporarily sidecast into waters of the United States for no more than three months, provided the material is not placed in such a manner that it is dispersed by currents or other forces. The district engineer may extend the period of temporary side casting for no more than a total of 180 days, where appropriate. In wetlands, the top 6 to 12 inches of the trench should normally be backfilled with topsoil from the trench. The trench cannot be constructed or backfilled in such a manner as to drain waters of the United States (e.g., backfilling with extensive gravel layers, creating a french drain effect). Any exposed slopes and stream banks must be stabilized immediately upon completion of the utility line crossing of each waterbody. Utility line substations: This NWP authorizes the construction, maintenance, or expansion of substation facilities associated with a power line or utility line in non -tidal waters of the United States, provided the activity, in combination with all other activities included in one single and complete project, does not result in the loss of greater than 1/2 -acre of waters of the United States. This NWP does not authorize discharges into non -tidal wetlands adjacent to tidal waters of the United States to construct, maintain, or expand substation facilities. Foundations for overhead utility line towers. poles. and anchors: This NWP authorizes the construction or maintenance of foundations for overhead utility line towers, poles, and anchors in all waters of the United States, provided the foundations are the minimum size necessary and separate footings for each tower leg (rather than a larger single pad) are used where feasible. Access roads: This NWP authorizes the construction of access roads for the construction and maintenance of utility lines, including overhead power lines and utility line substations, in non - tidal waters of the United States, provided the activity, in combination with all other activities included in one single and complete project, does not cause the loss of greater than 1/2 -acre of non -tidal Waters of the United States. This NWP does not authorize discharges into non -tidal wetlands adjacent to tidal waters for access roads. Access roads must be the minimum width necessary (see Note 2, below). Access roads must be constructed so that the length of the road minimizes any adverse effects on waters of the United States and must be as near as possible to pre -construction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel roads). Access roads constructed above pre -construction contours and elevations in waters of the United States must be properly bridged or culverted to maintain surface flows. This NWP may authorize utility lines in or affecting navigable waters of the United States even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322). Overhead utility lines constructed over section 10 waters and utility lines that are routed in or under section 10 waters without a discharge of dredged or fill material require a section 10 permit. This NWP also authorizes temporary structures, fills, and work necessary to conduct the utility line activity. Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable, when temporary structures, work, and discharges, including cofferdams, are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner, that will not be eroded by expected high flows. Temporary fills must be removed in their entirety and the affected areas returned to pre -construction elevations. The areas affected by temporary fills must be revegetated, as appropriate. Notification: The permittee must submit a pre -construction notification to the district engineer prior to commencing the activity if any of the following criteria are met: (1) the activity involves mechanized land clearing in a forested wetland for the utility line right-of-way; (2) a section 10 permit is required; (3) the utility line in waters of the United States, excluding overhead lines, exceeds 500 feet; (4) the utility line is placed within a jurisdictional area (i.e., water of the United States), and it runs parallel to or along a stream bed that is within that jurisdictional area; (5) discharges that result in the loss of greater than 1/10 -acre of waters of the United States; (6) permanent access roads are constructed above grade in waters of the United States for a distance of more than 500 feet; or (7) permanent access roads are constructed in waters of the United States with impervious materials. (See general condition 31.) (Sections 10 and 404) Note 1: Where the proposed utility line is constructed or installed in navigable waters of the United States (i.e., section 10 waters) within the coastal United States, the Great Lakes, and United States territories, copies of the pre -construction notification and NWP verification will be sent by the Corps to the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), for charting the utility line to protect navigation. Note 2: Access roads used for both construction and maintenance may be authorized, provided they meet the terms and conditions of this NWP. Access roads used solely for construction of the utility line must be removed upon completion of the work, in accordance with the requirements for temporary fills. Note 3: Pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry substances over navigable waters of the United States are considered to be bridges, not utility lines, and may require a permit from the U.S. Coast Guard pursuant to Section 9 of the Rivers and Harbors Act of 1899. However, any discharges of dredged or fill material into waters of the United States associated with such pipelines will require a section 404 permit (see NWP 15). Note 4: For overhead utility lines authorized by this NWP, a copy of the PCN and NWP verification will be provided to the Department of Defense Siting Clearinghouse, which will evaluate potential effects on military activities. Nationwide Permit General Conditions: Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case -specific conditions imposed by the division engineer or district engineer. Prospective pemmittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR §§ 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR § 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1. Navi ag tion. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Migratory Bird BreedingAreas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see Section 307 of the Clean Water Act). 7. Water SupplyIntakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre -construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization and storm water management activities, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre -construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100 -Year Floodplains. The activity must comply with applicable FEMA-approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low -flow or no -flow. 13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to pre -construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity -specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 17. Tribal Rinbts. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will review the documentation and determine whether it is sufficient to address ESA compliance for the NWP activity, or whether additional ESA consultation is necessary. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally -listed endangered or threatened species or designated critical habitat, the pre -construction notification must include the name(s) of the endangered or threatened species that might be affected by the proposed work or that utilize the designated critical habitat that might be affected by the proposed work. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non -Federal applicant of the Corps' determination within 45 days of receipt of a complete pre -construction notification. In cases where the non -Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification the proposed activities will have "no effect" on listed species or critical habitat, or until Section 7 consultation has been completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species -specific regional endangered species conditions to the NWPs. (e) Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the U.S. FWS or the NMFS, The Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S. FWS and NMFS or their world wide web pages at http://www.fws.gov/ or h ://www.fws. ov/i ac and httg://www.noaa.gov/sheries.html respectively. 19. Minatory Birds and Bald and Golden Eagles. The permittee is responsible for obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle Protection Act. The permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are required for a particular activity. 20. Historic Properties. (a) In cases where the district engineer determines that the activity may affect properties listed, or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will review the documentation and determine whether it is sufficient to address section 106 compliance for the NWP activity, or whether additional section 106 consultation is necessary. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre - construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre - construction notifications, district engineers will comply with the current procedures for addressing the requirements of Section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted and these efforts, the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties. Where the non -Federal applicant has identified historic properties on which the activity may have the potential to cause effects and so notified the Corps, the non -Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 106 of the NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre -construction notification whether NHPA Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR §800.3(a)). If NHPA section 106 consultation is required and will occur, the district engineer will notify the non -Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA (16 U.S.C. 470h -2(k)) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of Section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit, you must immediately notify the district engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic PIaces, 22. Designated Critical Resource Waters. Critical resource waters include, NOAA-managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with general condition 31, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these N WPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. (c) Compensatory mitigation at a minimum one -for -one ratio will be required for all wetland losses that exceed 1/10 -acre and require pre - construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal, and provides a project -specific waiver of this requirement. For wetland losses of 1/10 -acre or less that require pre - construction notification, the district engineer may determine on a case -by -case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1) The prospective pennittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in minimal adverse effects on the aquatic environment. (2) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should be the first compensatory mitigation option considered. (3) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) — (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). (4) If mitigation bank or in -lieu fee program credits are the proposed option, the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (5) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan. (d) For losses of streams or other open waters that require pre - construction notification, the district engineer may require compensatory mitigation, such as stream rehabilitation, enhancement, or preservation, to ensure that the activity results in minimal adverse effects on the aquatic environment. (e) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2 -acre, it cannot be used to authorize any project resulting in the loss of greater than 1/2 -acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that a project already meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. (f) Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the restoration or establishment, maintenance, and legal protection (e.g., conservation easements) of riparian areas next to open waters. In some cases, riparian areas may be the only compensatory mitigation required. Riparian areas should consist of native species. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 5O feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to establish a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or establishing a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (g) Permittees may propose the use of mitigation banks, in -lieu fee programs, or separate permittee-responsible mitigation. For activities resulting in the loss of marine or estuarine resources, permittee- responsible compensatory mitigation may be environmentally preferable if there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (h) Where certain functions and services of waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub -shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse effects of the project to the minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non -Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified compliance of an NWP with CWA Section 401, individual 401 Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 27. Regional and Case -By -Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3 - acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and any required compensatory mitigation. The success of any required permittee- responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized work was done in accordance with the NWP authorization, including any general, regional, or activity - specific conditions; (b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in -lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(l)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the work and mitigation. 31. Pre -Construction Notification. (a) Timing. Where required by the terms of the NWP, the prospective permittee must notify the district engineer by submitting a pre -construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, tithe PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or in the vicinity of the project, or to notify the Corps pursuant to general condition 20 that the activity may have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or Section 106 of the National Historic Preservation (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the pennittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre -Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed project; (3) A description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause, including the anticipated amount of loss of water of the United States expected to result from the NWP activity, in acres, linear feet; or other appropriate unit of measure; any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. The description should be sufficiently detailed to allow the district engineer to determine that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the project and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (4) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially tithe project site is large or contains many waters of the United States. Furthermore, the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (5) If the proposed activity will result in the loss of greater than 1/10 - acre of wetlands and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse effects are minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (6) If any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, for non -Federal applicants the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work. Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act; and (7) For an activity that may affect a historic property listed on, determined to be eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, for non -Federal applicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. (c) Form of Pre -Construction Notification: The standard individual permit application form (Form ENG 4345) may be used, but the completed application form must clearly indicate that it is a PCN and must include all of the information required in paragraphs (b)(1) through (7) of this general condition. A letter containing the required information may also be used. (d) Agency Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. (2) For all NWP activities that require pre -construction notification and result in the loss of greater than 1/2 -acre of waters of the United States, for NWP 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -construction notification and will result in the loss of greater than 300 linear feet of intermittent and ephemeral stream bed, and for all NWP 48 activities that require pre -construction notification, the district engineer will immediately provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (U.S. FWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO) or Tribal Historic Preservation Office (THPO), and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to telephone or fax the district engineer notice that they intend to provide substantive, site - specific comments. The comments must explain why the agency believes the adverse effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre -construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre - construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (3) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by Section 305(b)(4)(B) of the Magnuson -Stevens Fishery Conservation and Management Act. (4) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre -construction notifications to expedite agency coordination. District Engineer's Decision: I. In reviewing the PCN for the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. For a linear project, this determination will include an evaluation of the individual crossings to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51 or 52, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in minimal adverse effects. When making minimal effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP activity, the degree or magnitude to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse effects determination. The district engineer may add case -specific special conditions to the NWP authorization to address site -specific environmental concerns. 2. If the proposed activity requires a PCN and will result in a loss of greater than 1110 -acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for projects with smaller impacts. The district engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the district engineer will notify the permittee and include any activity -specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the district engineer to be minimal, the district engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP, including any activity -specific conditions added to the NWP authorization by the district engineer. 3. If the district engineer determines that the adverse effects of the proposed work are more than minimal, then the district engineer will notify the applicant either: (a) That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level; or (c) that the project is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45 -day PCN period, with activity -specific conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level. When mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. Further Information: I. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. C. C PERMITTEE COMPLIANCE CERTIFICATION PERMIT NO.: 2012-00310 NWP NO.: No. 12 PERMITTEE NAME: City of Fayetteville DATE OF ISSUANCE: July 20, 2012 PROJECT MANAGER: Timothy Scott Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US Army Corps of Engineers, Little Rock ATTENTION: CESWL-RD PO Box 867 Little Rock, Arkansas 72203-0867 Please note that your permitted activity is subject to a compliance inspection by a US Army Corps of Engineers representative. If you fail to comply with this permit, you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. DATE WORK COMPLETED: SIGNATURE OF PERMITTEE DATE ADEQ AR KAN SAS Department of Environmental Quality March 16, 2012 Colonel Glen A. Masset District Commander, Little Rock District Corps of Engineers P. O. Box 867 Little Rock, Arkansas 72203-0867 RE: Public Notice: Re -issuance of Nationwide Permits Dear Colonel Masset: The Arkansas Department of Environmental Quality ("ADEQ") has completed its review of the above referenced public notice for re -issuance of the U.S. Army Corps of Engineers Nationwide Permits for the State of Arkansas. ADEQ has determined that there is a reasonable assurance that this activities covered under these Nationwide Permits will be conducted in a manner which, according to the Arkansas Pollution Control and Ecology Commission's Regulation No.2, will not physically alter a significant segment of the waterbody and will not violate the water quality criteria. Therefore, pursuant to §401(a)(1) of the Clean Water Act, the ADEQ hereby issues water quality certification for this project contingent upon the following conditions: 1) Individual Water Quality Certification requests must be submitted to ADEQ for any activity impacting Extraordinary Resource Waters, Ecologically Sensitive Waters, and Natural and Scenic Waters as identified in Regulation No.2. 2) Applicant shall contact ADEQ for a Short Term Activity Authorization needs determination for activities that have the potential to violate water quality criteria. 3) Applicant shall comply with NPDES Stormwater Program requirements. Sin erely, Wl Steve Drown Chief, Water Division cc: Elaine Edwards, Chief Regulatory Division USACE Rocky Presley, Branson Regulatory Field Office USACE Wanda Boyd, Region VI, Environmental Protection Agency ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY 5301 NORTHSHORE DRIVE / NORTH LITTLE ROCK / ARKANSAS 72118-5317 / TELEPHONE 501-682-0744 / FAX 501-682-0880 www.odeqstote.or.us DOCUMENT 00300 BID FORM' UNIT PRICE BIDDER'S DECLARATION AND UNDERSTANDING The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this Bid are those named herein, that this Bid is, in all respects, fair and without fraud, that it is made without collusion with any official of the Owner, and that the Bid is made without any connection or collusion with any person submitting another Bid on this Contract. The Bidder further declares that he has carefully examined the Contract Documents for the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work and to identify the said quantities with the detailed requirements of the Contract Documents, and that this Bid is made according to the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Bid. The Bidder further agrees that he has exercised his own judgement and has utilized all data which he believes pertinent from the Engineer, Owner, and other sources in arriving at his own conclusions. The Bidder states that he has experience in and is qualified to perform the work herein specified and, if he does not have craftsmen experienced and qualified in any phase of the work for which this Bid is offered, that he will subcontract the work under said phase to a contractor who does have the necessary experience and qualifications. CONTRACT EXECUTION AND BONDS The Bidder agrees that if this Bid is accepted, he will, within 15 days after notice of award, sign the Contract in the form annexed hereto, and will at that time, deliver to the Owner the Performance Bond and Payment Bond required herein, and will, to the extent of his Bid, furnish all machinery, tools, apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all work as specified or indicated in the Contract Documents. CERTIFICATES OF INSURANCE PAYMENT BOND AND PERFORMANCE BOND The Bidder further agrees to furnish the Owner, before executing the Contract, the certificates of insurance, Payment Bond, and Performance Bond as specified in these Documents. START OF CONSTRUCTION. CONTRACT COMPLETION TIME, AND LIQUIDATED DAMAGES Start of Construction, Contract Completion Time, and Liquidated Damages are stated in Document 00500 Contract. FYI 12118 Crossover Road Water & Sewer — Phase Ii Section 00300-2 SALES AND USE TAXES The Bidder agrees that all federal, state, and local sales and use taxes are included in the stated bid prices for the work. UNIT PRICE BASE BID The Bidder agrees to accept as full payment for the work proposed herein the amount computed • under the provisions of the Contract Documents and based on the following unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved. The bidder agrees that the unit prices represent a true measure of the labor and materials required to perform the work, including all allowances for overhead and profit for each type and unit of work called for in the Contract Documents. The amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern. J4�.�� biri-. . � > � � .�.. ra5 - r �} ` a _��i� �. w � � r� �Fy ,_� �4 � �xi,,�.-� � • r. . 1 • LS Act 291, 1993 Trench and Excavation •($ ($ ( + to Safety System •_ ___ Dollars/L5 Words 2. 2,989 • LF 12 -Inch PVC, C-900, DR -14 Water Main ($ (DC ° ) ($_I 1-9 Dollars/LF W 3. 465 LF 12 -Inch Restrained Joint PVC, C-900, ($ DR -14 Water Main Installed by Horizontal Directional Drilling T l-i T ! Dollars/LF Words 4. 1,821 LF • 8 -Inch PVC, C-900, DR -l4 Water Main ($4C) _ Dollars/LF Words • 5. 80 LF 6 -Inch Ductile Iron, Class 350 Fire •E$ ) Hydrant Stubs with Double Polywrap a t� s y • • Dollars/LF • Words • FYI12118 Crossover Road Water & Sewer — Phase II • Section 00300-3 ,ethylene Service Tubing 161E. t. T'[ Dollars/LF Words 7. 475 LF 1 -Inch Polyethylene Service Tubing ($ ) ($ t 11F i Ec V Dollars/LF Words 8. 13 EA 12 -Inch Class 250B Butterfly Valve w/ ($ ($ rem Box Dollars/EA Words 9. 6 EA 8 -Inch Gate Valve w/Box 4g �� ($�� ) ($ 1 4sQ� SiYIECt) ' ut C��EOI)ollars/EA Words 10. 13 EA 6 -Inch Gate Valve w/Box ($($ 1O� Dollars/EA Words 11. 2 EA 2 -Inch Gate Valve wBox (S_TO -- Vie 4043 ` PL€fl Dollars/EA Words 12. 13 EA Three Way Fire Hydrant ($3'k( � G ) Z ($_44,TctVi �: - m,3 c� i2% 4''Dollars/EA Words Existing Fire Hydrant (S _O) V) , ) ($ "t i 13. $ EA Remove _ Dollars/EA Words 14. 2 EA 12 -Inch x 12 -Inch Tapping Sleeve, 12- Q� ($1I' _ ) Inch Tapping Valve w/Box THGy5 i�►. Dollars/EA Words FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 00300-4 • R.Q. ) WATER is -. ';. :: NUMBER 15. I j 3 c3' 5�ys4 DESCRIPTION� yw'�..�wIT icj TOtAL ($ &iet 1 EA 12 -Inch x 6 -Inch Tapping Sleeve, 6 -Inch Tapping Valve w/Box ($ @ V t�s ___ © Dollars/EA Words • 16. 8 EA 8 -Inch x 8 -Inch Tapping Sleeve, 8 -Inch (S_2) ($%"�lo0t • Taping Valve w/Box la�e►�1 Et�ttL ________________Dollars/EA Words 17. 1 EA 6 -Inch x 6 -Inch Tapping Sleeve, 6 -Inch ($ i' -OO ) ($ 2t1 ) Tapping Valve w/Box 1W J 6O owe 1� Dollars/EA Words 18. 1 EA 12 -Inch x 12 -Inch Connection ($ O "' Cg{ i F t JI c RZO Dollars/EA Words 19. 1 EA 8 -Inch x 8 -Inch Connection •($ a pt ) ($a0 Fb (k -R 1 o e Dollars/EA Words 20 EA Abandon Existing Valve liit) • (AQI TN(t ., Dollars/EA Words • 21. 5,700 LB. Epoxy Lined Ductile Iron Water. Main ` ($ )• ($3 s$° Fittings Do llars/LB Words 22. .4 EA Single Meter Setting, Complete, ($ •(524 �)Q Including Plumber Connection to • Existing Building Service v _ Dollars/EA Words • FY 112118 Crossover Road Water & Sewer — Phase II Section 00300-5 k .✓ iY k �Y �}�j, '� i � �Y F st:y' R �ROSO\FR ROAD _ tJNT N DESCRIPTION '4 UNIT hUCE ,. _ 23. 1 EA Dual Meter Setting, Complete, Including ' ($1 ) ($ C ) Plumber Connection to Existing Building • Services • • _Dollars/EA •— Words 24. 5 EA Dual Meter Setting in Pavement Area, ($L) ($) • Complete, Including Plumber Connection to Existing Building Services • I i^l i3 a ice_ I Dollars/EA Words • 25. 5 EA 1 -Inch Meter Setting, Complete, ($) . ) Including Plumber Connection to Existing Building Service Do_ llars/EA Words 26. 1 EA 1 -Inch High Pressure Meter Setting, ($ _I � � � ) ($ Complete, Including Pressure Reducer and Plumber Connection to Existing Building Service CLVr Dollars/EA Words ($ 27. 1 EA Relocate Existing Backflow Preventer ($ _40O _ Dollars/EA Words 28. 4 EA Service Line Connection to Existing ($ 2 ) ($ ` ) Meter Setting to l - .5r..1i� _Dollars/EA Words 29. 1 EA I" Valve in Meter Box at Water Meter at ($_ ) ($_3 Setting Outlet Ee Dollars/EA Words FY 112118 Crossover Road Water & Sewer — Phase II. Section 00300-6 T R%3w a?1REt1 Dollars/EA Words 31. .12 EA 12 -Inch Saddle, I -Inch Corporation Stop (S} ($ and Tap i3 is RIZ fl Dollars/EA Words 32. 1 EA 12 -Inch Saddle, 2 -Inch Corporation Stop Cw ($ ) �� (S________ and Tap DollarsiEA Words 33. 4 EA 8 -Inch Saddle, I -Inch Corporation Stop ($j ) ($` and Tap � C �31J�1�L S V `P % Dollars/EA Words 34. 1 EA 8 -Inch Saddle, 2 -Inch Corporation Stop ($ SO ) ($ 3 5 0 d� and Tap Ta' Dollars/EA Words 35. 363 LF 24 -Inch Bored Steel Casing ($3 , (S__________ �Ow.- LOO Dollars/LF Words 36. (38 LF. 24 -Inch Direct Bury Steel Casing ($ O` ) P .)rf Dollars!LF Words 37. 455 LF 16 -Inch Bored Steel Casing ($ _Dollars/LE Words 38. 115 LF 16 -Inch Direct Bury Steel Casing fl� ($� ) t awh aiRE� c 7 7 Dollars/LF Words FY 112118 Crossover Road Water & Sewer -- Phase II Section 00300-7 yInscRIPrroN NUMBER r R IIt39. TOTAL 66 LF 8 -Inch Direct Bury Steel Casing ($ b 4p) __ _Q L��L i•4u�tar�++� tb9 ( _ Dollars/LF Words 40. 80 LF Short Bore Under Trees, for 8 -Inch and ($(1.0 ) 1 L@Vlayt'1� {$ x ) 12 -Inch Main, No Casing k1 Dollars/LF Words 41. 80 LF Short Bore or Punch Under Trees, for 2- ($ j ($ t ) • Inch to i-Inch Pipe, No Casing Dollars/LF Words 42. 6 EA Protective Fencing For Trees ($�� ) ($• S t/t! Jt Dollars/EA Words 43. 4 EA Cut and Cap Existing 12 -inch Main (8_I20 } (8_4i�6 } • TLVE e1DollarsfEA. Words 44. 6 EA Cut and Cap Existing S -Inch Main {$ (OO) ($ C9d r (LitPt3 4)ORiO Dollars7EA Words 45. 2 EA Cut and Cap Existing 6 -Inch Main QLrJ 14t)ia-Dollars/EA • Words 46. 460 LF 10 -Inch Epoxy Lined Ductile Iron Sewer (S $ ) ($Wio Main, Class 350 with Double Polywrap C'X G44I f rcI. Dollars/LF • Words 47. 1,084 LF 8 -Inch PVC Sewer Main, SDR-26 ($_30 111 I R Dollars/LF Words FYI12 1 I 8 Crossover Road. Water & Sewer — Phase II • Section 00300-8 Words a` X0O ) f ($ 49. 707 LF Sewer Main Trenching and Bact1t1ing, ($ s. 0-6 Feet Deep .C: tuP1Cif% ollars/LF Words 50. 717 LF Sewer Main Trenching and Backfilling, ($ �-�'") . ($143 4O' 6-10 Feet Deep _Dollars/LF Words 51. 40 LF Sewer Main Trenching and Backfilling, ($________ ($ 10-14 Feet Deep cvL l wtiJ.la�t� D ollars/LF Words . 52. 10 EA 4 Foot Diameter Standard Manhole, ($ 4 OO,l) {$ 24 O00 0 Feet to 6 Feet Deep ►''i •Ti,� hi rJ hP i Dollars/EA Words 53. 13 VF Extra Manhole Depth, Over 6 Feet Deep {$ SQ ($ E.cti Dollars/VF Words 54. 3 EA Remove Existing Manhole {$ t QQG ) ($ 0 I Raes�P►OD Dollars/EA Words ($ 55. 3 EA Abandon Existing Manhole {$ 4T 4uwA&& Dollars/EA Words FYI 12118 Crossover Road Water & Sewer — Phase II Section 00300-9 • Words • 57. 4 EA Sewer Service Wye on 8 -Inch PVC, (S_30' ) (S_)� 8"SDR26x4"SCH40 • -rl-� Rt t Q O 1DQ Dollars/EA Words 58. 1 EA 10" x 4" Sewer Service Tap on Existing ($_5 00 ` } ($ • 10" VCP Sewer V (4t4 co Dollars/EA Words 59. 1 EA Cut and Cap Existing 10" x 4" Sewer• ($ _Sob " } ($ ) • Service Tap tip11N Ch RE. C Dollars/EA • Words • 60. 1 EA 4 -Inch Manhole Tap for Sewer Service ($`� ) ($®�`° ) '. Dollars/EA Words • 61, 1,560 LF TV Inspection of Existing Sewer to be ($_________ ($ (2 Abandoned and/or Replaced • ESQ t 3C'/ (OO Dollars/LF • Words • 62. 6 EA Sewer Service Cleanout • (5_2.S)) ($ (�' S� •t)0 IL DollarsfEA Words • 63. 3 EA Plug Existing Sewer at Manhole Wall CAD ($ ($ Dollars/EA • Words a� 10" 8" Sewer to Existing • Efn ($ Ci�+ ($_3 + 0o ) 64. 3 EA Connect or Manhole, Core Drill Manhole Wall 1 H Ot) I IJ 9 DollarsfEA Words FYI 12118 Crossover Road Water & Sewer— Phase IT Section 00300-10 66. 1,174 LF 6 -Inch PVC, C-900, DR -14 Sewage {$ ® _) ($31, ) Force Main i %f T-wcs Dollars/LF Words 67. 3 . EA Connect 6 -Inch Force Main to Existing ($� ) ($^ t(X)) Force Main t P, 14 Dollars/EA Words 68. 1 EA Connect 6 -Inch Force Main to 8 -Inch ,t? ($�h ) - t ($ Sewer Stubout at Existing Manhole Dollars/EA Words • 69. 600 LB 6 -Inch Epoxy Lined Ductile Iron Force ($ [b ) ($ --r Main Fittings 1•) Dollars/LB Words 70. 13 EA Force Main Trace Wire Access Ports �� ($ ® ` ) t�11 ($ r+� Q' ) Cr Dollars/EA Words a� 71. 4 EA Abandon Existing Force Main Trace• : (S________ •{$ ) Wire Access Ports T_O C W'T'j F"'w 1fw' _Dollars/BA Words • 72. EA • Two -Inch Combination Air/Vacuum {$ ($ •1 Valve and Vault on Force Main " £iN lr TfAN Dollars/EA Words FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 00300-11 73. ($5 ` } 1 EA Remove Existing Force Main Air Valve Vault ($ XV v W OQ.. D Dollars/EA Words 74. 1,040 SY Asphalt Surface Restoration ($_) ($ 1tL1iO0O� (+* _ _ mil' Dollars/SY Words • 75. 20 SY Asphalt Highway Restoration C ($_ (O_ ) Gtr• ( 2j ) et Dollars/SY Words • 76. 1,000 SY Concrete Surface Restoration ($_) ($1tClA )4 Ely ' aid__ Dollars/SY Words • 77. 330 SY Concrete Sidewalk Restoration (S 1_S_____) 44 60` ) O F2 Z -f F3 y Dollars/SY Words 78. 360 LF Curb and Gutter Restoration ($ O ` ) •($ ` 1i 2OOe ) : elk Dollars/LF Words 79. 1,800 TON Granular Fill ($ I `GCS ) •($ S r TE Dollars/TON • Words • 80. 120 TON Trench Stabilization Material • ($_.1 ($ 1" l i 0 T� Dollars/TON Words 81. ' 1 • LS Erosion Control ($ ($ / C0) �b 4 , T ))_C Q.S'r)Dollars/LS . Words FYI 12118 Crossover Road Water & Sewer- Phase II Section 00300-12 • �„ UN __.1 bN �, ii MBER QY :1 :�,f <`i`X',«': .r:3.-S�c SUBCONTRACTOR • Arkansas Contractor License # • Name • Street Address, City, State, Zip Code PERFORMANCE OF WORK BY CONTRACTOR • The Bidder shall perform at least 70 percent of the work with his own forces (refer to Paragraph 23, INSTRUCTIONS TO BIDDERS. Bids from so called "Brokerage Contractors" will not be considered.) List below the items that the Bidder -will perform with his own forces, if awarded this Contract, and fill in the blank showing the estimated total cost of these items. &LL CX i4 (- Estimated total cost of the above items the Bidder states that will be performed with his own forces, if awarded Contract: Dollars ($I ( S9 L (Words) EXPERIENCE OF BIDDER The Bidder, with his own forces, shall show satisfactorily completion of work of type and size comparable to the Work required by these Bid Documents. Minimum requirement shall be three projects within the past five years. A list of comparable projects, including pertinent information and identification of the owners, shall be submitted with the Bid. Contractor shall provide evidence that. projects have included 12 -inch diameter pipe and larger. Only those Bids which are submitted by Bidders who show satisfactory completion of work of type and size compared to the Work required by these Bid Documents will be considered. (List similar projects, with types, names of clients, construction costs, and references with telephone numbers. Use additional sheets if necessary:) SCtzE:R E CCC A E •( f R Rq4c 1. FYI 12118 Crossover Road Water & Sewer - Phase 11 ' Section 00300-14 CONTRACTOR'S ACT OF ASSURANCE FORM As the authorized representative of the individual, incorporation, or corporation ' (hereinafter referred to as the company) bidding on or participating in the project, I certify that I have read and understand the requirements of the General and/or Supplemental Conditions and that the, • principles, agents and employees of the company will comply with these requirements including • all relevant statutes and regulations issued pursuant thereto. I further certify as the authorized agent of the company that: EQUAL OPPORTUNITY I will comply with all requirements of 41 CFR Chapter 60 and Executive Orders 11246 and 11375, including inclusion of all required equal opportunity clauses in each sub -contract awarded in excess of . $10,000 and I will furnish a similar statement from each proposed subcontractor, when appropriate. I will also comply with all Equal Employment • Opportunity requirements as defined by Section 504 of the Rehabilitation Act of 1973; the Age Discrimination Act of 1975; and Section 13 of the Federal Water Pollution Control Act Amendments of 1972 regarding sex discrimination. NONSEGREGATED FACILITIES The company that I represent does not and will not maintain any facilities provided for its employees in a segregated manner, or permit its • employees to perform their services at any location under company control where segregated • facilities are maintained; and that the company will obtain a similar certification prior to the award of any subcontract exceeding $10,000 which is not exempt from the equal opportunity. clause. • OSHA REQUIREMENTS I will comply with the Department of Labor Safety and Health • Regulations promulgated under Section 107 of the Contract Work Hours and Safety Standard Act (40 U.S.C. 327-333) in the performance of the contract. PROCUREMENT PROHIBITIONS As required by Executive Order 11738, Section 306 of the Clean Air Act and Section 508 of the Clean Water Act, I. certify that I will not procure goods. and services from persons who have been convicted of violations of either law if the goods or services are to be produced by the facility that gave rise to the violation. DEBARMENT AND SUSPENSION I certify that to the best of my knowledge and belief that the company that I represent and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; FY112118 Crossover Road Water & Sewer - Phase 11 2 (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. I understand that a false statement on this certification regarding debarment and suspension may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine. I further certify that I will obtain a similar certification for each subcontract awarded in excess of $25,000. THE AMERICAN INSTITUTE OF ARCHITECTS AJA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we (Here insert lull name and address or legal title at Contr cior) Seven Valleys Construction Co., Inc. P.O. Box 88, Cassville, Missouri 65625 as Principal, hereinafter called the Principal, and The Cincinnati Insurance Company (Here insert full name and address at legal title of Surety) P.O. Box 145496, Cincinnati, Ohio 45250-5496 a corporation duty organized under the laws of the State of Ohio as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fayetteville, Arkansas (Here insert full name and address or legal title of Owner) 113 W. Mountain Street, Fayetteville, Arkansas 72701 as Obligee, hereinafter called the Obligee, in the sum of Five Percent (5%) of the Amount Bid -------------------Dollars (:5% }, for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of prole[0 Water and Sewer Main Replacement -Crossover Road (Arkansas Highway 265), Phase II NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 20th day of July, 2012 Seven Valleys Construction Co.. Inc. _ (Principal) (Seal) \ '` ----'---. (Witness), C �.� _ (Title) rfl9Q The Cincinnati Insurance Company {Surety) (Seal) (Witness) c1 Sylvi A. Young ' le) A torney-In-Fact AIA:DOCUMENT A310 • BID BOND • AlA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20406 Prrrrred on Recycled Paper 9193 THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio Lf : Io]f�f`1 KNOW ALL MEN BY THESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws of the State of Ohio, and having its principal office in the City of Fairfield, Ohio, does hereby constitute and appoint Michael Halter; Kevin Bruick; Rolfe Kennedy; Sylvia A. Young; Carolyn Hunter; Sherese D. Escovedo; Randy Irvin; Ken Estes and/or Alfred Williams of Little Rock, Arkansas its true and lawful Attorney(s)-in-Fact to sign, execute, seal and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows: Any such obligations in the United States, up to Ten Million and No/100 Dollars ($10,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company at a meeting held in the principal office of the Company, a quorum being present and voting, on the 6'h day of December, 1958, which resolution is still in effect: "RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys -in - Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney -in -Fact to affix the corporate seal; and way with or without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys -in - Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 7`s day of December, 1973. "RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President this I0', day of October, 2008. , ""''', THE CIlcINbir4I INSURANCE COMPANY F- AL � SEAL t OHto Vice Presided STATE OF OHIO ) as: COUNTY OF BUTLER ) On this 10th day of October, 2008, before me came the above -named Vice President of THE CINCINNATI INSURANCE COMPANY, to me personally known to be the officer described herein, and acknowledged that the seat affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrument by the authority and direction of said corporation. __ I.7LL MARK J. H LLER, Attorney at Law 5 �► NOTARY PUBLIC - STATE OF OHIO �',� Q` My commission has no expiration +�� ' of date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in full force and effect. G N under my hand anal of said Company at Fairfield, Ohio. this' day of I� a l?— ��v 1eWy'r cap C�APORATE � 2- SEAL aHso • BN-1005 (10/08) Secretary NOTICE OF AWARD To: PROJECT DESCRIPTION: Crossover Road Water and Sewer Main Replacement -Phase II, Fayetteville, Arkansas The OWNER has considered the PROPOSAL submitted by you for the above described WORK in response to its ADVERTISEMENT FOR BIDS. You are hereby notified that your PROPOSAL has been accepted for the Crossover Road Water and Sewer Main Replacement in Fayetteville, Arkansas in the amount of $ You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. Dated this day of , 2012. City of Fayetteville By: Title: Engineer Receipt acknowledged this _ day of , 2012. By: Title: *NOTE: This Notice of Award is contingent upon AHTD's approval of the Contract Documents and issuance of a Work Order to the City of Fayetteville. FYI12118 Crossover Road Water & Sewer — Phase 11 Section 00360 -1 PART II CONTRACT FORM DOCUMENT 00500 CONTRACT THIS AGREEMENT, made and entered into on the day of 2Nby and between Seven Valley's Construction Company, Inc., Cassville, MO, herein called the Contractor, and the City of Fayetteville, Arkansas, Owner: WITNESSETH: That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the City of Fayetteville as follows: 1. That the Contractor shall furnish all the materials, and perform all of the work in manner and form as provided by the following enumerated Drawings, Specifications, and Documents, which are attached hereto and made a part hereof, as if fully contained herein and are entitled Crossover Road Water and Sewer Main Replacement -Phase II, dated June 2012. Advertisement for Bids Maintenance Bond Instructions to Bidders General Conditions Bid and acceptance thereof Supplemental Conditions Performance Bond Specifications Payment Bond Drawings (See Sheet Index below) SHEET INDEX SHEET NO. SHEET DESCRIPTION 1 Cover 2 Index, Legend & Location Maps 3-7 Highway 265 Water, Plan/Profile 8-10 Highway / Road Crossing, Cross Sections FMI Force Main, Plan and Prof. Sta 0+00 to Sta 14+00 FM2 Force Main, Plan and Prof. Sta 14+00 to Sta 16+62 Fayetteville Athletic Club Sewer Service, Plan and Prof. Sta. 0+00 to Sta 1+25 Kisor Sewer Service, Plan and Prof. Sta 0+00 to Sta 4+75 Si Plan/Prof. Sewer Line 1 & 2 S2 Plan/Prof Sewer Line 3 & 4 15-18 Details 2. That the City of Fayetteville hereby agrees to pay to the Contractor for the faithful performance of this Agreement, subject to additions and deductions as provided in the Specifications or Bid, in lawful money of the United States, the amount of: One Million Three Hundred Sixty -Eight Thousand Three Hundred Seventy -Nine Dollars & 00/100 ($1,368379.00). FY 112118 Crossover Road Water & Sewer — Phase 11 Section 00500 - 1 3. The Work will be completed and ready for final payment in accordance with the General Conditions within 180 calendar days after the date when the Contract Time commences to run, as provided in the Notice to Proceed. 4. Liquidated Damages: The City of Fayetteville and Contractor recognize that time is of the essence of this Agreement and the City of Fayetteville will suffer financial loss if the Work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the City of Fayetteville if the Work is not completed on time. Accordingly, instead of requiring any such proof, the City of Fayetteville and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay the City of Fayetteville Seven Hundred Dollars ($700.00) for each day that expires after the time specified in Paragraph 3 for completion and readiness for final payment. 5. That within 30 days of receipt of an approved payment request, the City of Fayetteville shall make partial payments to the Contractor on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the Contractor, LESS the retainage provided in the General Conditions, which is to be withheld by the City of Fayetteville until all work within a particular part has been performed strictly in accordance with this Agreement and until such work has been accepted by the City of Fayetteville. 6. That upon submission by the Contractor of evidence satisfactory to the City of Fayetteville that all payrolls, material bills, and other costs incurred by the Contractor in connection with the construction of the work have been paid in full, final payment on account of this Agreement shall be made within 60 days after the completion by the Contractor of all work covered by this Agreement and the acceptance of such work by the City of Fayetteville. 7. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the City of Fayetteville shall deem the Surety or Sureties upon such bond to be unsatisfactory or if, for any reason such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at his expense, within 5 days after the receipt of notice from the City of Fayetteville, furnish an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be satisfactory to the City of Fayetteville. In such event, no further payment to the Contractor shall be deemed to be due under this Agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the City of Fayetteville. No additional work or extras shall be done unless the same shall be duly authorized by appropriate action by the City of Fayetteville in writing. 9. Freedom of Information Act. City contracts and documents prepared while performing city contractual work are subject to the Arkansas Freedom of Information Act. If a Arkansas Freedom of Information Act request is presented to the City of Fayetteville, (Contractor) will do everything possible to provide the documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. § 25-19-101 et. Seq.). Only Legally authorized photocopying cost pursuant to the FOIA may be assessed for this compliance. FY I12118 Crossover Road Water & Sewer — Phase II Section 00500 -2 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and date first above written, in three (3) counterparts, each of which shall, without proof or accounting for the other counterpart be deemed an original Contract. SEAL: Seven Valley's Construction Co., Inc. CONTRACTOR WITNESSES: By ��- Secretary �,`�111TTTTTIlt!!!! 1\ �•••. ATTEST: �a;•'G��Y OF'•��; e • ` 1LLE a FAYETTEII . = - e f1 a City Clerk President Title CITY OF FAYETTEVILLE, ARKANSAS OWNER FYI 12I 18 Crossover Road Water & Sewer — Phase II Section 00500 - 3 PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable CONTRACTOR (Name and Address): OWNER (Name and Address): City of Fayetteville 113 West Mountain Fayetteville, AR 72701 CONTRACT Effective Date of Agreement: Amount: $ Description (Name and Location): SURETY (Name, and Address of Principal Place of Business): Fayetteville Crossover Road Water and Sewer Main Replacement Phase 11 BOND Bond Number: Date (Not earlier than Effective Date of Agreement): Amount: $ Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY (Seal) (Seal) Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature Signature (Attach Power of Attorney) Print Name Print Name Title Title Attest: Attest: Signature Signature Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page 1 of 3 FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 00600-1-1 Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1. 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself, through its agents or through independent contractors; or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined, tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefor. 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner. 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for: EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 3 FY112119 Crossover Road Water & Sewer — Phase ❑ Section 00600-1-2 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, administrators, or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts, purchase orders, and other obligations. S. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been furnished to . comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY --- (Name, Address and Telephone) Surety Agency or Broker: Owner's Representative Engineer or other party): EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Pace 3 of 3 FYI 12118 Crossover Road Water & Sewer— Phase 11 Section 00600-1-3 PAYMENT BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): OWNER (Name and Address): City of Fayetteville 113 West Mountain Fayetteville, AR 72701 CONTRACT Effective Date of Agreement: Amount: $ Description (Name and Location) : SURETY (Name, and Address of Principal Place of Business): Fayetteville Crossover Road Water and Sewer Main Replacement Phase 1I BOND Bond Number: Date (Not earlier than Effective Date of Agreement): Amount: $ Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL (Seal) Contractor's Name and Corporate Seal SURETY Surety's Name and Corporate Seal By: By: Signature Print Name Title Attest: Attest: Signature Title Signature (Attach Power of Attorney) Print Name Title Signature Title Note: Provide execution by additional parties, such as joint venturers, f necessary. (Seal) {MW001504;1 J EJCDC C -615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 1 of 3 FYI 121 18 Crossover Road Water & Sewer— Phase II Section 00600-2-1 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance. 6. Reserved. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. {MW001504;1} EJCDC C -615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 3 FYI 12118 Crossover Road Water & Sewer — Phase II Section 00600-2-2 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts, purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first -tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY — (Name, Address, and Telephone) Surety Agency or Broker: Owner's Representative (Engineer or other): tMW001504;1) EJCDC C-615(.4) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 FY112118 Crossover Road Water & Sewer — Phase II Section 00600-2-3 MAINTENANCE BOND BOND NUMBER KNOW ALL MEN BY THESE PRESENTS, That we, (hereinafter called the Principal), and , a corporation (hereinafter call the Surety), are held and firmly bound unto the City of Fayetteville, Arkansas (hereinafter called the Obligee), in the full and just sum of $ Dollars, lawful money of the United States, for the payment of which, well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has entered into a certain contract with the Obligee dated Protect: Fayetteville Crossover Road Water and Sewer Main Re lacement Phase Ii which contract has been or is about to be accepted. AND WHEREAS, specification and contract provided that should guarantee the project free from defects caused by faulty workmanship and materials for a period of two years after substantial completion, general wear and tear expected. NOW, THEREFORE, if the said project shall be free from defects of workmanship and materials, general wear and tear expected, for a period of two years after substantial completion, ( ) then this obligation shall be null and void; otherwise to remain in full force and effect. Signed, sealed and delivered Witness as to Principal Maintenance Bond City of Fayetteville (Seal) (Seal) (Seal) CONTRACTOR'S AFFIDA VIT STATE OF Arkansas COUNTY OF Washington The undersigned, being duly sworn on oath, deposes and says that he is President of (Officer) , the Contractor for (Company Name) Fayetteville Crossover Road Water and Sewer Main Replacement -Phase II, designated as Project, situated at Fayetteville, Arkansas, owned by the City of Fayetteville. Arkansas, and that all parties who have furnished labor, material, or both or any other items to the undersigned for use on the said work and all parties having contracts or sub -contracts with the undersigned for specific portion of said work have been paid in full with the following exception: The undersigned further states that there are no other contracts or obligations for labor or materials outstanding which were used in completing this Project. The undersigned makes this affidavit for the purpose of procuring from the Owner a final payment upon this Contract for all work completed in accordance with the Drawings and Specifications of the Owner. Signed this day of .2012. Subscribed and Sworn to before me Contractor this day of , 2012. By Title President Notary Public My commission expires the day of , 20_. FYI 12118 Crossover Road Water & Sewer — Phase 11 NOTICE TO PROCEED TO: DATE: PROJECT: City of Fayetteville, Crossover Road Water and Sewer Main Replacement -Phase II You are hereby notified to commence WORK in accordance with the Contract dated on or before , and you are to complete the work within 180 consecutive calendar days thereafter. The date of completion of all WORK is therefore CITY OF FAYETTEVILLE, ARKANSAS Owner ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of , 2012. Title FYI 12118 Crossover Road Water & Sewer — Phase II Notice to Proceed Change Order No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: The Contract Documents are modified as follows upon execution of this Change Order: Description: Attachments (list documents supporting change): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days ❑ Calendar days Substantial completion (days or date): $ Ready for fmal payment (days or date): [Increase] [Decrease] from previously approved [Increase] [Decrease] from previously approved Change Orders Change Orders No. to No. No. to No. Substantial completion (days): $ Ready for final payment (days): Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion (days or date): $ Ready for final payment (days or date): [Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial completion (days or date): $ Ready for final payment (days or date): Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion (days or date): $ Ready for final payment (days or date): RECOMMENDED: ACCEPTED: ACCEPTED: . By: By: By: Engineer (Authorized Signature) Owner (Authorized Signature) Contractor (Authorized Signature) Date: Date: Approved by Funding Agency (if applicable): Date: Date: EJCDC C-941 Change Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page t of 2 FYI 12118 Crossover Road Water & Sewer — Phase It Section 00680-1 Change Order Instructions A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. EJCDC C-941 Change Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute, Page 2 of 2 FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 00680-2 PART III CONDITIONS OF THE CONTRACT DOCUMENT 00700 GENERAL CONDITIONS PARAGRAPH NO./TITLE PAGE NO. 1. AS APPROVED...........................................................................................................................1 2. AS SHOWN, AND AS INDICATED..........................................................................................1 3. BIDDER.......................................................................................................................................1 4. CONTRACT.................................................................................................................................1 5. CONTRACT DOCUMENTS.......................................................................................................1 6. CONTRACTOR...........................................................................................................................1 7. DAYS...........................................................................................................................................2 8. DRAWINGS.................................................................................................................................2 9. ENGINEER..................................................................................................................................2 10. NOTICE........................................................................................................................................2 11. OR EQUAL..................................................................................................................................2 12. OWNER........................................................................................................................................2 13. PLANS (See Drawings)................................................................................................................2 14. SPECIFICATIONS.......................................................................................................................2 15. NOTICE TO PROCEED 3 16. SUBSTANTIAL COMPLETION 17. WORK..........................................................................................................................................3 18. INTENT OF CONTRACT DOCUMENTS.................................................................................3 19. DISCREPANCIES AND OMISSIONS.......................................................................................3 20. ALTERATIONS - CHANGES IN WORK..................................................................................4 21. SUB -SURFACE CONDITIONS FOUND DIFFERENT.............................................................4 22. VERIFICATION OF CONTRACT DOCUMENTS....................................................................4 23. DOCUMENTS TO BE KEPT ON THE JOB SITE..................................................................... 5 24. ADDITIONAL CONTRACT DOCUMENTS.............................................................................5 25. OWNERSHIP OF DRAWINGS..................................................................................................5 26. AUTHORITY OF THE ENGINEER...........................................................................................5 27. DUTIES AND RESPONSIBILITIES OF THE ENGINEER.......................................................6 28. REJECTED MATERIAL.............................................................................................................6 29. UNNOTICED DEFECTS.............................................................................................................6 30. RIGHT TO RETAIN IMPERFECT WORK................................................................................ 7 31. LINES AND GRADES................................................................................................................7 32. SHOP DRAWING SUBMITTAL PROCEDURE.......................................................................8 33. ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS................................................9 34. INDEPENDENT CONTRACTOR ............................................................................................... 9 35. SUBCONTRACTING..................................................................................................................9 36. INSURANCE AND LIABILITY................................................................................................. 9 37. PERFORMANCE AND PAYMENT BONDS..........................................................................12 38. INDEMNITY..............................................................................................................................13 39. TAXES AND CHARGES..........................................................................................................13 40. ORDINANCES, PERMITS, AND LICENSES.........................................................................13 41. SUPERINTENDENCE...............................................................................................................13 42. RECEPTION OF ENGINEER'S DIRECTIONS.......................................................................14 43. SANITATION............................................................................................................................14 44. EMLOYEES...............................................................................................................................14 45. PRODUCT MEETINGS............................................................................................................14 46. SAFETY.....................................................................................................................................14 47. CONTRACTOR'S TOOLS AND EQUIPMENT......................................................................15 48. PROTECTION OF WORK AND PROPERTY.........................................................................15 49. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGECY.......................................16 50. MATERIALS AND APPLIANCES...........................................................................................16 51. BUY AMERICAN......................................................................................................................16 52. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER CODE REQUIREMENTS.....................................................................16 53. SUBSTITUTION OF MATERIALS..........................................................................................16 54. TESTS, SAMPLES, AND INSPECTIONS...............................................................................17 55. ROYALTIES AND PATENTS..................................................................................................17 56. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT .....................17 57. CORRECTION OF DEFECTIVE WORK.................................................................................17 58. BEGINNING OF THE WORK..................................................................................................18 59. SCHEDULES AND PROGRESS REPORTS............................................................................18 60. PROSECUTION OF THE WORK.............................................................................................19 61. ASSIGNMENT........................................................................................................................... 19 62. OWNER'S RIGHT TO DO WORK...........................................................................................19 63. OWNER'S RIGHT TO TRANSER EMPLOYMENT...............................................................19 64. OWNER'S RIGHT TO SUSPEND OR TEMINATE WORK...................................................20 65. DELAYS AND EXTENSION OF TIME...................................................................................21 66. LIQUIDATED DAMAGES.......................................................................................................22 67. OTHER CONTRACTS.............................................................................................................. 22 68. USE OF PREMISES...................................................................................................................23 69. SUBSTANTIAL COMPLETION DATE...................................................................................23 70. PERFORMANCE TESTING.....................................................................................................23 71. OWNER'S USE OF PORTIONS OF THE WORK...................................................................23 72. CUTTING AND PATCHING....................................................................................................24 73. CLEANING UP .......................................................................................................................... 24 74. PAYMENT FOR CHANGE ORDERS......................................................................................24 75. PARTIAL PAYMENTS.............................................................................................................26 76. CLAIMS..................................................................................................................................... 28 77. NOTICE OF CLAIM FOR DELAY..........................................................................................28 78. RELEASE OF LIENS OR CLAIMS..........................................................................................29 79. FINAL PAYMENT....................................................................................................................29 80. NO WAIVER OF RIGHTS........................................................................................................29 81. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE.....................................29 DOCUMENT 00700 GENERAL CONDITIONS These General Conditions contain contractual -legal Articles which establish the requirements and conditions governing responsibility, policy, and procedures that apply during the construction and warranty period. This part of the Contract Documents is preprinted. Any modifications to the following Articles that are special to the Project under consideration will be made in the Supplementary Conditions. Requirements and conditions which have special significance to the Contract for the contemplated Work on this Project are as set forth in the remaining Sections of these Contract Documents. DEFINITIONS Wherever in the Contract Documents the following terms are used, the intent and meaning shall be interpreted as follows: 1. AS APPROVED The words "as approved", unless otherwise qualified, shall be understood to be followed by the words "by the Engineer". 2. AS SHOWN, AND AS INDICATED The words "as shown" and "as indicated" shall be understood to be followed by the words "on the Drawings". 3. BIDDER The person or persons, partnership, firm, or corporation submitting a Bid for the Work contemplated. 4. CONTRACT The "Contract" is the written agreement covering the performance of the Work and the furnishing of labor, materials, incidental services, tools, and equipment in the construction of the Work. It includes supplemental agreements amending or extending the Work contemplated and which may be required to complete the Work in a substantial and acceptable manner. Supplemental agreements are written agreements covering alterations, amendments, or extensions to the Contract and include Contract Change Orders. 5. CONTRACT DOCUMENTS The "Contract Documents" consist of the Bidding Requirements, Contract forms, Conditions of the Contract, the Specifications, and the Drawings, including all modifications thereof, incorporated into the Documents before their execution, and including all other requirements incorporated by specific reference thereto. These form the Contract. 6. CONTRACTOR The person or persons, partnership, firm, or corporation who enters into the Contract awarded him by the Owner. 7. DAYS Unless otherwise specifically stated, the term "days" will be understood to mean calendar days. FY112118 Crossover Road Water & Sewer— Phase 1I Section 00700 - 1 8. DRAWINGS The term "Drawings" refers to the official Drawings, profiles, cross sections, elevations, details, and other working drawings and supplementary drawings, or reproductions thereof, sealed by the Engineer, which show the location, character, dimensions, and details of the Work to be performed. Drawings may either be bound in the same book as the Project Manual or bound separately and are a part of the Contract Documents, regardless of the method of binding. 9. ENGINEER The person or organization identified as such in the Contract. The term "Engineer" means the Engineer or his authorized representative. 10. NOTICE The term "notice" or the requirement to notify, as used in the Contract Documents or applicable state or federal statutes, shall signify a written communication delivered in person or by certified or registered mail to the individual, or to a member of the firm, or to an officer of the corporation for whom it is intended. Certified or registered mail shall be addressed to the last business address known to him who gives the notice. 11. OR EQUAL The term "or equal" shall be understood to indicate that the "equal" product is the same or better than the product named in function, performance, reliability, quality, and general configuration. Determination of equality in reference to the Project design requirements will be made by the Engineer. Such "equal" products shall not be purchased or installed by the Contractor without the Engineer's written approval. 12. OWNER The person, organization, or public body identified as such in the Contract. 13. PLANS (See Drawings). 14. SPECIFICATIONS Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto. Where standard specifications, such as those of ASTM, AASHTO, etc., have been referred to, the applicable portions of such standard specifications shall become a part of these Contract Documents. Where portions of the Work traverse or cross federal, state, county, or local highways, roads, streets, or railroads, and the agency in control of such property has established standard specifications governing items of Work that differ from these Specifications, the most stringent requirements shall apply. The Contractor shall comply with all regulations and requirements of the State Highway Department and the City and County Road Departments wherever the Work traverses or crosses state, city, or county roads. FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 2 15. NOTICE TO PROCEED A written notice given by the Owner to the Contractor (with a copy to the Engineer) fixing the date on which the Contract time will commence to run and on which the Contractor shall start to perform his obligation under the Contract. The Notice to Proceed shall be given within 30 days following execution of the Contract by the Owner. 16. SUBSTANTIAL COMPLETION "Substantial completion" shall be that degree of completion of the Project, or a defined portion of the Project, sufficient to provide the Owner, at his discretion, the full-time use of the Project or defined portion of the Project for the purposes for which it was intended. Such substantial completion shall not relieve the Contractor from liquidated damages should the Owner have added costs after the completion date, i.e., if additional construction observation, interest paid, loss of revenue, or other expenses continue to be charged to the Owner. 17. WORK The word "Work" within these Contract Documents shall include all material, labor, and tools; all appliances, machinery, transportation, and appurtenances necessary to perform and complete the Contract; and such additional items not specifically indicated or described which can be reasonably inferred as belonging to the item described or indicated and as required by good practice to provide a complete and satisfactory system or structure. As used herein, "provide" shall be understood to mean "provide complete in place", that is, "furnish and install". CONTRACT DOCUMENTS 18. INTENT OF CONTRACT DOCUMENTS The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. The intent of the Documents is to include all Work (except specific items to be furnished by the Owner) necessary for completion of the Contract. Materials or Work described in words which so applied have a well-known technical and trade meaning shall be held to refer to such recognized standards. 19. DISCREPANCIES AND OMISSIONS Any discrepancies or omissions found in the Contract Documents shall be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within a reasonable time. In resolving inconsistencies among two or more Sections of the Contract Documents, precedence shall be given in the following order: 1. CONTRACT 2. SUPPLEMENTARY CONDITIONS 3. SPECIFICATIONS 4. INSTRUCTIONS TO BIDDERS 5. GENERAL CONDITIONS 6. DRAWING(S) Figure dimensions on Drawings shall take precedence over scale dimensions. Detailed Drawings shall take precedence over general Drawings. It is understood and agreed that the Work shall be performed and completed according to the true spirit, meaning, and intent of these Documents. FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 3 20. ALTERATIONS - CHANGES IN WORK The Owner, with or without notice to the Sureties and without invalidating the Contract, may order changes in the Work within the general scope of the Contract by altering, adding to, or deducting from the Work, the Contract being adjusted accordingly. To effect a change in the work a letter must be written by the OWNER to the ENGINEER stating any changes the OWNER requires in the project plans or specifications. Changes may necessitate a Change Order for the project and will be prepared by the ENGINEER and submitted to the CONTRACTOR and the OWNER for approval prior to effecting the change on the project. All such Work shall be executed under the conditions of the original Contract, except as specifically adjusted at the time of ordering such change. ***NOTE: The OWNER shall not direct the CONTRACTOR to change work. *** In giving instructions, the Engineer may order minor changes in the Work not involving extra cost and not inconsistent with the purposes of the Project, but otherwise, except in an emergency endangering life or property, additions or deductions from the Work shall be performed only in pursuance of an approved Change Order from the Owner, signed or countersigned by the Engineer, or a Change Order from the Engineer stating that the Owner has authorized the deduction, addition, or change, and no claim for additional payment shall be valid unless so ordered. If the Work is reduced by alterations, such action shall not constitute a claim for damages based on loss of anticipated profits. 21. SUS -SURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter sub -surface and/or latent conditions at the site materially differing from those shown on the Drawings or indicated in the Specifications, the Contractor shall immediately give notice to the Engineer of such conditions before they are disturbed. The Engineer will thereupon promptly investigate the conditions, and if the Engineer finds that they materially differ from those shown on the Drawings or indicated in the Specifications, the Engineer will at once make such changes in the Drawings and/or the Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in the Paragraph titled "Changes in Work." 22. VERIFICATION OF CONTRACT DOCUMENTS The Contractor shall thoroughly examine and become familiar with all of the various parts of these Contract Documents and determine the nature and location of the Work, the general and local conditions and all other matters which can in any way affect the Work under this Contract. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of this Contract. The Contractor warrants that no verbal agreement or conversation with any officer, agent, or employee of the Owner or with the Engineer either before or after the execution of this Contract, has affected or modified any of the terms or obligations herein contained. FY112118 Crossover Road Water & Sewer — Phase I1 Section 00700 - 4 23. DOCUMENTS TO BE KEPT ON THE JOB SITE The Contractor shall keep one copy of the Contract Documents on the job site, in good order, available to the Engineer and to his representatives_ The Contractor shall maintain on a daily basis at the job site, and make available to the Engineer on request, one current record set of the Drawings which have been accurately marked up to indicate all modifications in the completed Work that differ from the design information shown on the Drawings. Upon substantial completion of the Work, the Contractor shall give the Engineer one complete set of marked up record Drawings. Failure of the Contractor to submit accurate Record Drawings to the Engineer will be adequate justification for postponement of the Final Inspection and Final Payment. 24. ADDITIONAL CONTRACT DOCUMENTS The Engineer will furnish to the Contractor on request and free of charge, three copies of the Project Manual and three sets of full-size Drawings. Additional copies of the Project Manual and the Drawings may be obtained on request by paying the price as shown in the Invitation to Bid for the Contract Documents. 25. OWNERSHIP OF DRAWINGS All Drawings, Plans, Specifications, and copies thereof furnished by the Engineer and the Owner are their property. They are not to be used on other work and, with the exception of the signed Contract set, are to be returned to them on request at the completion of the Work. Any reuse of these materials without specific written verification or adaptation by the Engineer and the Owner will be at the risk of the user and without liability or legal expense to the Engineer and the Owner. Such user shall hold the Engineer and the Owner harmless from any and all damages, including reasonable attorneys' fees, from any and all claims arising from any such reuse. Any such verification and adaptation by the Engineer and the Owner will entitle the Engineer to further compensation at rates to be agreed upon by the user, the Engineer and the Owner. All models are the property of the Owner. THE ENGINEER 26. AUTHORITY OF THE ENGINEER The Engineer shall be the Owner's representative during the construction period. His authority and responsibility shall be limited to the provisions set forth in these Contract Documents. The Engineer shall have the authority to reject Work and material which does not conform to the Contract Documents. However, neither the Engineer's authority to act under this provision, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Engineer to the Contractor, any Subcontractor, their respective Sureties, any of their agents or employees, or any other person performing any of the Work. FY 112118 Crossover Road Water & Sewer — Phase 1I Section 00700 - 5 27. DUTIES AND RESPONSIBILITIES OF THE ENGINEER The Engineer will make periodic visits to the site of the Project to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the intent of the Contract Documents. He shall not be required to make comprehensive or continuous inspections to check quality or quantity of the Work, and he shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the Work. Visits and observations made by the Engineer shall not relieve the Contractor of his obligation to conduct comprehensive inspections of the Work and to furnish materials and perform acceptable Work, and to provide adequate safety precautions, in conformance with the intent of the Contract. The Engineer will make decisions, in writing, on all claims of the Owner or the Contractor arising from interpretation or execution of the Contract Documents. Such decision shall be necessary before the Contractor can receive additional money under the terms of the Contract. Changes in Work ordered by the Engineer will be made in compliance with the Article titled, ALTERATIONS - CHANGES IN WORK. One or more construction observers may be assigned to observe the Work for compliance with the Contract Documents and to act in matters of construction under this Contract. It is understood that such construction observers shall have the power to issue instructions and make decisions within the limitations of the authority of the Engineer. The Contractor shall furnish all reasonable assistance required by the Engineer or construction observer for proper review of the Work. Construction observers shall not have the power or authority to delete, increase, modify or otherwise change the requirements of the Contract Documents. The above -mentioned observation shall not relieve the Contractor of his obligations to conduct comprehensive inspections of the Work and to furnish materials and perform acceptable Work and to provide adequate safety precautions, in conformance with the intent of the Contract. 28. REJECTED MATERIAL Any material condemned or rejected by the Engineer or his authorized construction observer because of nonconformity with the Contract Documents shall be removed at once from the vicinity of the Work by the Contractor at his own expense, and the same shall not be used on the Work. 29. UNNOTICED DEFECTS Any defective Work or material that may be discovered by the Engineer during construction or before the final acceptance of Work, or before final payment has been made, or during the guarantee period, shall be removed and replaced by Work and materials which shall conform to the provisions of the Contract Documents. Failure on the part of the Engineer to condemn or reject bad or inferior Work or materials shall not be construed to imply acceptance of such Work or materials. The Owner shall reserve and retain all of its rights and remedies at law against the Contractor and its surety for correction of any and all latent defects discovered after the guarantee period. FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 6 30. RIGHT TO RETAIN IMPERFECT WORK If any part or portion of the Work done or material furnished under this Contract shall prove defective and not in accordance with the Drawings and Specifications, and if the imperfection in the same shall not be of sufficient magnitude or importance as to make the Work dangerous or unsuitable, or if the removal of such Work will create conditions which are dangerous or undesirable, the Owner shall have the right and authority to retain such Work but shall make such deductions in the final payment therefore as may be just and reasonable. The Owner shall also have the option to require, at no added cost to the Owner, extended warranties, maintenance bonds, or other remedies to provide for repair or reconstruction of imperfect Work. 31. LINES AND GRADES The Contractor shall stake -out Work for this Contract and set the lines and grades necessary to complete the Work and shall keep the Engineer informed a reasonable time in advance of the times and places at which he wishes to do Work in order that the Engineer may review the lines and grades set by the Contractor and in order that the Engineer may make the necessary measurements for payment to the Contractor. All stakes, marks, and other information shall be carefully preserved by the Contractor, and in case of their careless or unnecessary destruction or removal by him or his employees, such stakes, marks, and other information will be replaced at the Contractor's expense. Figured dimensions, when given in the Drawings, shall be accurately followed, even though they may differ from scaled measurements. No Work shown on the Drawings, the dimensions of which are not figured, shall be executed until instructions have been obtained from the Engineers as to the dimensions to be used. Large-scale and full-size drawings shall be followed in preference to small-scale drawings. The Engineer will provide the Contractor with bench marks to be used to establish grades and will also provide a baseline to be used to establish the proper lines. All Work done under this Contract shall be done to the lines and grades shown on the Drawings. The Contractor shall stake -out Work for this Contract and set the lines and grades necessary to complete the Work and shall keep the Engineer informed a reasonable time in advance of the times and places at which he wishes to do Work in order that the Engineer may review the lines and grades set by the Contractor and in order that the Engineer may make the necessary measurements for payment to the Contractor. The Contractor shall furnish without charge competent persons from his force and such tools, stakes, surveying instruments, and other materials as the Engineer may require for reviewing the Contractor's stake -out of the Work and in making measurements for payment estimates or for surveys to establish temporary or permanent reference marks in connection with said Work. Any Work done without lines, grades, and levels being reviewed by the Engineer, or other representative of the Engineer, may be ordered removed and replaced at the Contractor's cost and expense. The Contractor shall carefully preserve all monuments, bench marks, reference points, and stakes, and in case of willful or careless destruction of the same, he will be charged with the resulting expense of replacement and shall be responsible for any mistakes or loss of time that may be caused by their unnecessary loss or disturbance. In the event that the stakes and marks placed by the Engineer are destroyed through carelessness on the part of the Contractor, and that the destruction of these stakes and marks causes a delay in the Work, the Contractor shall have no claim for damages or extensions of time. FY 112118 Crossover Road Water & Sewer — Phase II Section 00700 - 7 In the case of any permanent monuments or bench marks which must of necessity be removed or disturbed in the construction of the Work, the Contractor shall carefully protect and preserve the same until they can be properly referenced and relocated. The Contractor shall also furnish at his own expense such materials and assistance as are necessary for the proper replacement of monuments or bench marks that have been moved or destroyed. 32. SHOP DRAWING SUBMITTAL PROCEDURE The Contractor shall submit a sufficient number of copies to allow the Engineer to retain four copies (2 for himself; 2 for the Owner) for review, such shop drawings, electrical diagrams, and catalog cuts for fabricated items and manufactured items (including mechanical and electrical equipment) required for construction, except as noted below. Should the Contractor fail to submit acceptable shop drawings on the second submittal, one copy will be returned to him and the cost of the Engineer's time to review subsequent submittals on the unacceptable item will be deducted from the Contractor's monthly payment invoice. Shop drawings shall be submitted in sufficient time to allow the Engineer not less than 20 regular working days per submittal for examining the shop drawings. These shop drawings shall be accurate, distinct, and complete and shall contain all required information, including satisfactory identification of items, units, and assemblies in relation to the Contract Drawings and Specifications. Unless otherwise approved by the Engineer, shop drawings shall be submitted only by the Contractor, who shall indicate by a signed stamp on the shop drawings, or other approved means, that he (the Contractor) has checked the shop drawings, and that the Work shown is in accordance with Contract requirements and has been checked for dimensions and relationship with Work of all other trades involved. The practice of submitting incomplete or unchecked shop drawings for the Engineer to correct or finish will not be acceptable, and shop drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in the proper form. When the shop drawings have been reviewed by the Engineer, two (2) sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the shop drawing may be rejected and one (1) set will be returned to the Contractor with such changes or corrections indicated, and the Contractor shall correct and resubmit the shop drawings in quadruplicate, unless otherwise directed by the Engineer. No changes shall be made by the Contractor to resubmitted shop drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted shop drawings. The review of such shop drawings and catalog cuts by the Engineer shall not relieve the Contractor from responsibility for correctness of dimensions, fabrication details, and space requirements or for deviations from the Contract Drawings or Specifications unless the Contractor has called attention to such deviations in writing by a letter accompanying the shop drawings and the Engineer approves the change or deviation in writing at the time of submission; nor shall review by the Engineer relieve the Contractor from the responsibility for errors in the shop drawings. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. FYI12118 Crossover Road Water & Sewer -- Phase it Section 00700 - 8 33. ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS The Engineer will furnish, with reasonable promptness, additional instructions by means of drawings or otherwise, if, in the Engineer's opinion, such are required for the proper execution of the Work. All such drawings and instructions will be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. THE CONTRACTOR AND HIS EMPLOYEES 34. INDEPENDENT CONTRACTOR The Contractor shall perform all Work under this Contract as an Independent Contractor and shall not be considered as an agent of the Owner or of the Engineer, nor shall the Contractor's subcontractors or employees be subagents of the Owner or of the Engineer. The Contractor shall employ only employees who are competent and skillful in their respective line of work, and local labor shall be given preference. Whenever the Engineer or the Owner notify the Contractor that any person on this work is, in their opinion, incompetent, disorderly, or refuses to carry out the provisions of this Contract, or uses threatening or abusive language to any person representing the Owner on the work or is otherwise unsatisfactory, such person shall be immediately discharged from the Project and shall not be re-employed thereon except with the consent of the Engineer by the Owner. 35. SUBCONTRACTING Within 30 days after the execution of the Contract, the Contractor shall submit to the Engineer the names of all subcontractors proposed for the Work, including the names of any subcontractors that were submitted with the Bid. The Contractor shall not employ any subcontractors that the Engineer may object to as lacking capability to properly perform Work of the type and scope anticipated. No changes will be allowed from the approved subcontractor list without written approval of the Engineer. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. 36. INSURANCE AND LIABILITY A. GENERAL The Contractor shall provide (from insurance companies acceptable to the Owner) the insurance coverage designated hereinafter and pay all costs. Before execution of the Contract, Contractor shall furnish the Owner with complete copies of all certificates of insurance specified herein showing the type, amount, class of operations covered, effective dates, and date of expiration of policies. Each Certificate shall contain a provision or endorsement that the coverage afforded will not be canceled, materially changed, or renewal refused until at least thirty (30) days prior written notice has been give to the Owner. FYI 12118 Crossover Road Water & Sewer— Phase II Section 00700 - 9 In case of the breach of any provision of this Article, the Owner, at his option, may take out and maintain, at the expense of the Contractor, such insurance as the Owner may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Contractor under this Contract. All insurance contracts and certificates shall be executed by a licensed resident agent of the insurance company, and in all ways comply with the insurance laws of the State of Arkansas. Further, the said insurance company shall be duly licensed and qualified to do business in the State of Arkansas, and have an A.M. Best rating of A- or better and have a Positive or Stable Rating Outlooks. In the event any Work under this Contract is performed by a subcontractor, the Contractor shall be responsible for any liability directly or indirectly arising out of the Work performed under this Contract by a subcontractor, which liability is not covered by the subcontractor's insurance. The Contractor's and any subcontractor's general liability and automobile liability insurance policies shall include the Owner and Engineer, their officers, agents, subconsultants and employees as additional insureds for any claims arising out of Work performed under this Contract. Certificates of insurance shall explicitly name the Owner and Engineer as additional insureds. Inclusion of either party as "certificate holder" does not meet this requirement. B. WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Worker's Compensation Insurance in statutory limits shall be secured and maintained as required by the laws of the State of Arkansas. In addition, Employer's Liability Insurance in an amount not less than $500,000 for each accident, $500,000 for each employee regarding disease, and $500,000 policy limit regarding disease shall cover all employees who have performed any of the obligations assumed by the Contractor under these Contract Documents. This insurance will protect the Contractor against any and all claims resulting from injuries, sickness, disease, or death to employees engaged in work under this Contract. The Contractor shall require the subcontractor similarly to provide Worker's Compensation and Employer's Liability Insurance for all the latter's employees to be engaged in such Work. Workers Compensation and Employers Liability must include a Waiver of Subrogation in favor of the Owner and the Engineer. Where Work under this Contract includes any water or navigational exposure, coverage shall be included to cover the Federal Longshoremen's and Harborworker's Act and the Federal Jones Act when applicable. C. COMMERCIAL GENERAL LIABILITY INSURANCE The Contactor shall maintain during the life of this Contract such independent contractor's general liability, completed operations and products liability, and automobile liability insurance as will provide coverage for claims for damages for bodily injury, including accidental death, as well as for claims for property damage which may arise directly or indirectly from performance of the Work under this Contract. The general liability policy should also specifically ensure the contractual liability assumed by the Contractor under Article 38, Indemnity. The General Liability policy must provide coverage on an occurrence basis, not a claims -made basis. A Waiver of Subrogation is to be provided in favor of the Owner and the Engineer in regards to General Liability. A Designated Construction Project Aggregate (also known as Per Project Aggregate) FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 10 liability limit is required also. The Contractor's General Liability policy is to be primary and non-contributory. Reci Required limits of General Liability Insurance General Aggregate: Not less than $2,000,000 Completed Operations Aggregate: Not less than $2,000,000 Each Occurrence of Injury or Property Damage: Not less than $1,000,000 Combined Single Limit D. COMMERCIAL AUTO LIABILITY INSURANCE The Contractor shall maintain during the life of this Contract automobile liability insurance that will provide coverage for claims for damages for bodily injury, including accidental death, as well as for claims for property damage which may arise directly or indirectly from performance of the Work under this Contract. Commercial Automobile Liability Insurance Shall include Personal Injury and Property Damage coverage for "Any Auto", "Hired Autos", and "Non -Owned Auto" at a Combined Single Limit of not less than $1,000,000. E. EXCESS UMBRELLA LIABILITY INSURANCE $2,000,000 limit of liability policy shall be provided in additional limits to underlying Limits required for General Liability, Auto Liability, and Employers Liability. F. OWNER'S AND CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE The Contractor shall indemnify and save harmless the Owner and Engineer from and against all losses and all suits, claims, demands, judgments, actions, and payment of every description and nature brought or recovered against him by reason of any omission or act of the Contractor, his agents, or employees in the execution of the work or in the guarding of it. The Contractor shall secure and maintain protective liability insurance in the name of the Owner and the Contractor covering from contingent liability under this contract. 1) General Aggregate: Not less than $2,000,000 2) Each Occurrence of Personal Injury or Property Damage: Not less than $1,000,000 Combined Single Limit. G. BUILDER'S RISK INSURANCE The Contractor shall procure and maintain during the life of this contract Builder's Risk Insurance fire, lightening, extended coverage, vandalism, and property theft on the insurable portion of the Project on a 100 percent completed value basis against damage to the equipment, structures, or material. The Owner and the Contractor, as their interests may appear shall be names as the Insured. H. INSTALLATION FLOATER INSURANCE POLICY The Contractor shall procure and maintain during the life of this contract an Installation Floater for fire, lightening, extended coverage, vandalism, and property theft on the insurance portion of the Project. The Owner and the Contractor, as their interests may appear, shall be named as the Insured. Coverage shall be based on 100 percent of the total FY 112118 Crossover Road Water & Sewer — Phase II Section 00700.11 value of the competed Project. The Installation Floater Insurance Policy shall protect against damage to all equipment and materials. Note: Builder's Risk Insurance must be procured and maintained during the life of the project if there is an actual structure being erected or which exists on the premises. If no structure exists, or is being erected an Installation Floater Insurance Policy must be procured and maintained during the life of the project. Note: Builder's Risk Insurance and Installation Floaters do not provide coverage for Contractor's equipment if stolen or damaged at a job site. Contractors are responsible for insuring their own equipment. I. INSURANCE COVERAGE FOR SPECIAL CONDITIONS When the construction is to be accomplished within a public or private right-of-way requiring special insurance coverage, the Contractor shall conform to the particular requirements and provide the required insurance. The Contractor shall include in his liability policy all endorsements, or purchase additional liability insurance that the said authority may require for the protection of the authority, its officers, agents, and employees. Insurance coverage for special conditions, when required, shall be provided as set forth in the Supplementary Conditions. J. NO PERSONAL LIABILITY OF PUBLIC OFFICIALS In carrying out any of the provisions hereof in exercising any authority granted by the Contract, there will be no personal liability upon any public official. 37. PERFORMANCE AND PAYMENT BONDS The successful Bidder shall furnish a Performance and Payment Bond in the amount equal to one hundred percent (100%) of the contract price on the forms provided in the Contract Documents as security for faithful performance of the Contract and payment of all obligations arising thereunder within ten days after receipt of the Notice of Award. The bond shall be written by a surety company qualified and authorized to do business in the State of Arkansas and shall be listed on the current U.S. Department of Treasury, Circular Number 570, or amendments thereto, in the Federal Register of acceptable Sureties for Federal projects. The bond shall be executed by a resident agent licensed by the State Insurance Commissioner to represent the surety company in Arkansas. The bond shall be written in favor of the Owner. Bond company rating by "AM Best Rating Company" to be "A-" or above and have a Positive or Stable Rating Outlooks. The Attorney -in -Fact who executes this Performance Bond and Payment Bond in behalf of the Surety must attach a notarized copy of his power -of -attorney as evidence of his authority to bind the Surety on the date of execution of the bond. All Contracts, Performance and Payment Bonds, and respective powers -of -attorney will have the same date. If the Surety on any Bond furnished by Contractor is declared bankrupt, or becomes insolvent, or its right to do business is terminated in any location where any part of the project is located, or ceases to meet the requirements of the preceding paragraph, the Contractor shall within five days thereafter substitute another Bond and Surety, both of which must be acceptable to Owner. Before execution of the Contract Documents, the Contractor shall submit the Bonds (in triplicate) to the Owner. The Bonds shall be submitted WITHOUT DATES, as they will be dated by the Owner at the same time as the Contracts are executed. FY 112118 Crossover Road Water & Sewer — Phase II Section 00700 -1.2 38. INDEMNITY The Contractor shall indemnify and hold harmless the Owner, the Engineer, and their agents and employees from and against damages, losses, and expenses including attorney's fees, arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease, or death, or to injury or to destruction of tangible property (other than the Work itself), including the loss of use resulting there from, and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. In any and all claims against the Owner, the Engineer, or any of their agents or employees by any employee of the Contractor, any subcontractor, anyone directly indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Article shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for the Contractor or any subcontractor under Worker's Compensation Acts, Disability Benefit Acts, or other Employee Benefit Acts. 39. TAXES AND CHARGES The Contractor shall withhold and pay any and all sales and use taxes, including any and all charge of taxes thereof, and all withholding taxes, whether state or federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or withheld under any laws. 40. . ORDINANCES, PERMITS, AND LICENSES The Contractor shall keep himself fully informed of all local ordinances, as well as state and federal laws, which in any manner affect the Work herein specified_ The Contractor shall at all times comply with said ordinances, laws, and regulations, and protect and indemnify the Owner, the Engineer and their respective employees, and its officers and agents against any claim or liability arising from or based on the violation of any such laws, ordinances, or regulations up to the amount of the Contract Price. All permits, licenses, and inspection fees necessary for prosecution and completion of the Work shall be secured and paid for by the Contractor, unless otherwise specified. The Contractor shall observe and comply with all applicable local, state, and federal occupational safety and health regulations during the prosecution of Work under this Contract. In addition, full compliance by the Contractor with the U. S. Department of Labor's Occupational Safety and Health Standards, as established in Public Law 91-596, will be required under the terms of this Contract. 41. SUPERINTENDENCE The Contractor shall keep on the Work, during its progress, competent supervisory personnel. The Contractor shall designate, in writing, before starting Work, one authorized representative who shall have complete authority to represent and to act for the Contractor. The Contractor shall give sufficient supervision to the Work, using his best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, and procedures, and for providing adequate safety precautions and coordinating all portions of the Work under the Contract. It is specifically understood and agreed that the Engineer, its employees and agents, shall not have control or charge of and shall not be responsible for the construction means, FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 13 methods, techniques, procedures, or for providing adequate safety precautions in connection with the Work under the Contract. 42. RECEPTION OF ENGINEER'S DIRECTIONS The superintendent, or other duly authorized representative of the Contractor, shall represent the Contractor in all directions given to him by the Engineer. Such directions of major importance will be confirmed in writing. Any direction will be so confirmed, in each case, on written request from the Contractor. 43. SANITATION Sanitary conveniences conforming to state and local codes shall be erected and maintained by the Contractor at all times while workers are employed on the Work. The sanitary convenience facilities shall be as approved by the Engineer. 44. EMPLOYEES The Contractor shall employ only men or women who are competent and skillful in their respective line of work. Whenever the Engineer or Owner shall notify the Contractor that any person on the Work is, in their opinion, incompetent, unfaithful, or disorderly or refuses to carry out the provisions of this Contract or uses threatening or abusive language to any person representing the Owner on the Work, or is otherwise unsatisfactory, such person shall be immediately discharged from the Project and shall not be re-employed thereon except with the consent of the Engineer by the Owner. 45. PROJECT MEETINGS The Engineer may conduct Project meetings, as he deems necessary, for the purposes of discussing and resolving matters concerning the various elements of the Work. Time and place for these meetings and the names of persons required to be present shall be as directed by the Engineer. Contractor shall comply with these attendance requirements and shall also require his subcontractors to comply. 46. SAFETY The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons (including employees) and property during performance of the Work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U. S. Department of Labor (OSHA); the State Labor Department Laws; all other applicable federal, state, county, and local laws, ordinances, and codes; the requirements set forth below; and any regulations that may be detailed in other parts of these Documents. Where any of these are in conflict, the more stringent requirement shall be followed. The Contractor's failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth herein. The Contractor shall develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. FY 1121 l8 Crossover Road Water & Sewer — Phase 11 Section 00700 - 14 The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of the Contractor's safety supervisor, the safety program, or any safety measures taken in, on, or near the construction site. The Contractor, as a part of his safety program, shall maintain at his office or other well-known place at the job site, safety equipment applicable to the Work as prescribed by the aforementioned authorities, all articles necessary for giving first aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of persons (including employees) who may be injured on the job site. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Engineer and the Owner. In addition, the Contractor must promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the Work whether on, or adjacent to, the site, giving full details and statements of witnesses. If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. 47. CONTRACTOR'S TOOLS AND EQUIPMENT The Contractor's tools and equipment used on the Work shall be furnished in sufficient quantity and of a capacity and type that will safely perform the Work specified, and shall be maintained and used in a manner that will not create a hazard to persons or property, or cause a delay in the progress of the Work. 48. PROTECTION OF WORK AND PROPERTY The Contractor shall at all times safely guard the Owner's property from injury or loss in connection with this Contract. The Contractor shall at all times safely guard and protect from damage his own Work, and that of adjacent property (as provided by law and the Contract Documents). All passageways, guard fences, lights, and other facilities required for protection by federal, state, or municipal laws and regulations and local conditions, must be provided and maintained. The Contractor shall protect his Work and materials from damage due to the nature of the Work, the elements, carelessness of other Contractors, or from any cause whatever until the completion and acceptance of the Work. All loss or damages arising out of the nature of the Work to be done under these Contract Documents, or from any unforeseen obstruction or defects which may be encountered in the prosecution of the Work, or from the action of the elements, shall be sustained by the Contractor. In addition, the Contractor shall take special precautions to prevent the "flotation" of all tanks and structures prior to their final acceptance and filling for beneficial use. The Contract price shall include all costs associated with such special precautions. Also, the Contractor shall not load or permit any part of any structure to be loaded with a weight that will endanger its safety or its structural integrity. FYI 12118 Crossover Road Water & Sewer — Phase [I Section 00700 -15 49. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY In case of an emergency which threatens loss or injury of property, and/or safety of life, the Contractor shall act, without previous instructions from the Owner or Engineer, as the situation may warrant. The Contractor shall notify the Engineer thereof immediately thereafter. Any claim for compensation by the Contractor, together with substantiating documents in regard to expense, shall be submitted to the Owner through the Engineer and the amount of compensation shall be determined by agreement. 50. MATERIALS AND APPLIANCES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion of the Work. Unless otherwise specified, all materials shall be new, and both workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. In selecting and/or approving equipment for installation in the Project, the Owner and Engineer assume no responsibility for injury or claims resulting from failure of the equipment to comply with applicable national, state, and local safety codes or requirements, or the safety requirements of a recognized agency, or failure due to faulty design concepts, or defective workmanship and materials. 51. BUY AMERICAN Unless otherwise stipulated, only steel and manufactured products produced in the United States will be used by the Contractor, subcontractors, materialmen, and suppliers in performance of the Work. 52. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER CODE REQUIREMENTS The completed Work shall include all necessary permanent safety devices, such as machinery guards and similar ordinary safety items required by the state and federal (OSHA) industrial authorities and applicable local and national codes. Further, any features of the Work (including Owner -selected equipment) subject to such safety regulations shall be fabricated, furnished, and installed in compliance with these requirements. Contractors and manufacturers of equipment shall be held responsible for compliance with the requirements included herein. Contractors shall notify all equipment suppliers and subcontractors of the provisions of this Article. 53. SUBSTITUTION OF MATERIALS Except for Owner -selected equipment items and items where no substitution is clearly specified, whenever any material, article, device, product, fixture, form, type of construction, or process is indicated or specified by patent or proprietary name, by name of manufacturer, or by catalog number, such specifications shall be deemed to be used for the purpose of establishing a standard of quality and facilitating the description of the material or process desired. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design, and shall be deemed to be followed by the words "or equal". The Bidder may, in such cases, submit complete data to the Engineer 10 days prior to bid date for consideration of another material, type, or process which shall be substantially equal FYI12118 Crossover Road Water & Sewer — Phase [1 Section 00700 -16 in every respect to that so indicated or specified. Substitute materials shall not be used unless approved in writing. The Owner or his authorized agent will be the sole judge of the substituted article or material. 54. TESTS, SAMPLES, AND INSPECTIONS The Contractor shall furnish, without extra charge, the necessary test pieces and samples, including facilities and labor for obtaining the same, as requested by the Engineer. When required, the Contractor shall furnish certificates of tests of materials and equipment made at the point of manufacture by a recognized testing laboratory. The Owner, Engineer, authorized government agents, and their representatives shall at all times be provided safe access to the Work wherever it is in preparation or progress, and the Contractor shall provide facilities for such access and for inspection, including maintenance of temporary and permanent access. If the Specifications, the Engineer's instructions, laws, ordinances, or any public authority require any Work to be specially tested or approved, the Contractor shall give timely notice of its readiness for inspection. Inspections to be conducted by the Engineer will be promptly made, and where practicable, at the source of supply. If any Work should be covered up without approval or consent of the Engineer, it shall be uncovered for examination at the Contractor's expense. 55. ROYALTIES AND PATENTS The Contractor shall pay all royalty and license fees, unless otherwise specified. The Contractor shall defend all suits or claims for infringement of any patent rights and shall save the Owner and the Engineer harmless from any and all loss, including reasonable attorneys' fees, on account thereof, up to the amount of the Contract Price. 56. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the Work should be stopped under an order of any court or other public authority for a period of more than 3 months, through no act or fault of the Contractor, its Subcontractors, or respective employees or agents, then the Contractor may, upon 15 days' written notice to the Owner and the Engineer, if said default has not been cured, stop Work or terminate this Contract and recover from the Owner payment for the reasonable value of Work performed. 57. CORRECTION OF DEFECTIVE WORK The Contractor hereby agrees to make, at his own expense, all repairs or replacements necessitated by defects in materials or workmanship supplied under terms of this Contract, and pay for any damage to other works resulting from such defects, which are found during construction or become evident within I year after the date of final acceptance of the Work or within 1 year after the date of substantial completion established by the Engineer for specified items of equipment, or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents. The Contractor further assumes responsibility for a similar guarantee for all Work and materials provided by subcontractors or manufacturers of packaged equipment components. The effective date for the start of the guarantee or warranty period for equipment qualifying as substantially complete is defined in Article 16, SUBSTANTIAL COMPLETION, and Article 69, SUBSTANTIAL COMPLETION DATE, in these General Conditions. The Contractor also agrees to hold the Owner and the Engineer harmless from liability of any kind arising from FYI 12118 Crossover Road Water & Sewer— Phase II Section 00700 - 17 damage due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written order for same from the Owner. If the Contractor fails to make the repairs and replacements promptly, the Owner may do the Work, and the Contractor and his Surety shall be liable for the cost thereof. Any additional requirements for the Project relative to correction of defective Work after final acceptance are set forth in the Supplementary Conditions. PROGRESS OF THE WORK 58. BEGINNING OF THE WORK Before Work shall be started and materials ordered, the Contractor shall meet and consult with the Owner and/or Engineer relative to materials, equipment, and all arrangements for prosecuting the Work. 59. SCHEDULES AND PROGRESS REPORTS The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, records, and other data as the Owner may request concerning Work performed or to be performed under this Contract. Construction Schedule Requirements: The Contractor shall comply with the following requirements concerning construction scheduling and payments: The Contractor shall submit a construction schedule of the bar graph type (or other approved type) prior to the preconstruction conference showing the following information as a minimum: a. Date of Notice to Proceed with Contract Work. b. Actual date construction is scheduled to start if different from the date of Notice to Proceed. c. Contract completion date. d. Beginning and completion dates for each phase of Work. e. The dates at which special detail drawings are required. f. Respective dates for submission of shop drawings and the beginning of manufacture, the testing of, and the installation of materials, supplies, and equipment. g. All construction milestone dates. h. A separate graph showing Work placement in dollars versus Contract time. The schedule shall incorporate approved Contract changes. The schedule shall be maintained in an up-to-date condition monthly and shall be available for inspection at the construction site at all times. The construction schedule shall be submitted in conjunction with and/or in addition to any other requirements concerning schedules within these Specifications. FYI12118 Crossover Road Water & Sewer — Phase II Section 00700 - 18 The construction schedule shall be updated and submitted with each monthly request for payment. Should the Contractor fall behind said schedule, he shall present in writing to the owner a revised plan of action to complete the project on time. Methods may include, but are not limited to additional manpower, equipment, working overtime, etc. as may be required. Also, the construction schedule shall be revised accordingly. Failure to submit such revised construction schedule and written explanation shall be reason to withhold payment entirely or reduce payment substantially. 60. PROSECUTION OF THE WORK It is expressly understood and agreed that the time of beginning, rate of progress, and time of completion of the Work are the essence of this Contract. The Work shall be prosecuted at such time, and in or on such part or parts of the Project as may be required, to complete the Project as contemplated in the Contract Documents and the approved construction schedule. Regular Work hours shall be from 7:00 a.m. to 6:00 p.m. Monday through Friday. No Work requiring the presence of the Engineer's representative will be performed outside of regular Work hours. If, however, the Contractor works additional hours (other than specified herein), the Contractor shall pay the Owner for additional engineering services as outlined below. The cost of additional engineering services shall be borne by the Contractor and will be based upon actual hours worked (labor cost x 3 x 1.5) plus out-of-pocket expenses such as lodging, mileage, materials, etc. Otherwise, the Contractor may perform clean-up work only outside of regular hours (including Saturdays and Sundays). No Work will be accomplished on holidays. 61. ASSIGNMENT Neither party to the Contract shall assign the Contract or sublet it as a whole, without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder without the prior written consent of the Owner. 62. OWNER'S RIGHT TO DO WORK If the Contractor should, in the opinion of the Engineer, neglect to prosecute the Work properly or should neglect or refuse at his own cost to take up and replace Work as shall have been rejected by the Engineer, then the Owner shall notify the Surety of the condition, and after 10 days' written notice to the Contractor and the Surety, or without notice if an emergency or danger to the Work or public exists, and without prejudice to any other right which the Owner may have under the Contract, take over that portion of the work which has been improperly executed or uncompleted, and make good the deficiencies and deduct the cost thereof from the payments then or thereafter due the Contractor, and if such payments are not sufficient thereof, charge the cost to the Contractor and its surety. 63. OWNER'S RIGHT TO TRANSFER EMPLOYMENT If the Contractor should abandon the Work or should be adjudged bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workers or proper materials, or if he should fail to make prompt payment to subcontractors for material or labor, or persistently disregard laws, ordinances, or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract or any laws or ordinance, the FY 112118 Crossover Road Water & Sewer - Phase [I Section 00700 - 19 Owner may, without prejudice to any other right or remedy, and after giving the Contractor and Surety 7 days' written notice, transfer the employment for said Work from the Contractor to the Surety. Upon receipt of such notice, such Surety shall enter upon the premises and take possession of all materials, tools, and appliances thereon for the purpose of completing the Work included under this Contract and employ, by Contract or otherwise, any qualified person or persons to finish the Work and provide the materials therefore, in accordance with the Contract Documents, without termination of the continuing full force and effect of this Contract. In case of such transfer of employment to such Surety, the Surety shall be paid in its own name on estimates according to the terms hereof without any right of the Contractor to make any claim for the same or any part thereof. If after the furnishing of said written notice to the Surety, the Contractor and the Surety still fail to make reasonable progress on the performance of the Work, the Owner may terminate the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the Work by whatever method he may deem expedient and charge the cost thereof to the Contractor and Surety. In such case, the Contractor shall not be entitled to receive any further payment until the Work is finished. If the expense of completing the Contract, including compensation for additional managerial and administrative services, shall exceed such unpaid balance, the Contractor and the Surety shall pay the difference to the Owner. 64. OWNER'S RIGHT TO SUSPEND OR TERMINATE WORK Owner may suspend work under the following conditions: At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contract makes an approved claim therefor as provided in per the General Conditions. Owner may terminate: Upon the occurrence of any one or more of the following events: 1. If Contractor persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established in the Contract Documents. 2. If Contractor disregards Laws or Regulations of any public body having jurisdiction. 3. If Contractor disregards the authority of the Engineers. 4. If Contractor otherwise violates in any substantial way any provisions of the Contract Documents. Owner may, after giving Contractor (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which Owner has paid Contractor but which are stored elsewhere, and finish the Work as Owner may deem expedient. FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 20 In such case Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by Owner arising out of or resulting from completing the Work such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and when so approved by Engineer incorporated in a Change Order, provided that when exercising any rights or remedies under the paragraph Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. Upon seven days' written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, elect to terminate the Contract. In such case. Contractor shall be paid (without duplication of any items): L. For completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work. 2. For expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses. 3. For all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others. 4. For reasonable expenses directly attributable to termination. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 65. DELAYS AND EXTENSION OF TIME If the Contractor is delayed in the progress of the Work by any separate Contractor employed by the Owner, or by strikes, lockouts, fire, excessive adverse weather conditions not reasonably anticipated (on the basis of official weather records from the past ten years, minimum, from the locality involved), or acts of God, the Contractor shall, within 48 hours of the start of the occurrence, give written notice to the Owner of the cause of the potential delay and estimate the possible time extension involved, and within 7 days after the cause of delay has been remedied, the Contractor shall given written notice to the Owner of any actual time extension requested as a result of the aforementioned occurrence; then the Contract time may be extended by Change Order for such reasonable time as the Engineer determines. It is agreed that no claim shall be made or allowed for any damages which may arise out of any delay caused by the above referenced acts or occurrences, other than claims for the appropriate extension of time. No extension of time will be granted to the Contractor for delays occurring to parts of the Work that have no measurable impact on the completion of the total Work under this Contract; nor will extension of time be granted for delays to parts of Work that are not located on the critical path if the Critical Path Method (CPM) is used for scheduling the Work. FYI 121 18 Crossover Road Water & Sewer — Phase II Section 00700 - 2I No extension of time will be considered for weather conditions normal to the area in which the Work is being performed. Unusual weather conditions, if determined by the Engineer to be of a severity that would stop all progress of the Work, may be considered as cause for an extension of Contract completion time. The Contractor shall provide official documentation of weather conditions experienced versus those anticipated as described above. Delays in delivery of equipment or material purchased by the Contractor or his subcontractors (including Owner -selected equipment) shall not be considered as a just cause for delay. The Contractor shall be fully responsible for the timely ordering, scheduling, expediting, delivery, and installation of all equipment and materials. Within a reasonable period after the Contractor submits to the Owner a written request for an extension of time, the Engineer will present his written opinion to the Owner as to whether an extension of time is justified, and, if so, his recommendation as to the number of days for time extension. The Owner will make the final decision on all requests for extension of time. In no event shall the Contractor be entitled under this Contract to collect or recover any damages, loss, or expense incurred by any delay other than as caused by the Owner, as stipulated in the Article titled, NOTICE OF CLAIM FOR DELAY. 66. LIQUIDATED DAMAGES The Work shall begin at the time stated in the Notice to Proceed issued by the Owner to the Contractor and shall be completed within the number of consecutive calendar days, or by the calendar date, stated in the accepted Bid and Contract. The time shall be computed from and including the date stated in the Notice to Proceed. It is agreed that time is of the essence of this Contract. The Contractor agrees that said Work shall be prosecuted regularly, diligently, and uninterruptedly at such rate or progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the Work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual construction conditions prevailing in this locality. If the Contractor shall neglect, fail, or refuse to complete the Work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, a penalty put as liquidated damages for such breach of Contract, as hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in the Contract for completing the Work. The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages which the Owner would in such event sustain, and said amount shall be retained from time to time by the Owner from current periodic pay estimates. 67. OTHER CONTRACTS The Owner reserves the right to award other Contracts in connection with the Work. The Contractor shall afford other Contractors reasonable opportunity for the introduction and storage of their materials and the execution of their Work and shall properly connect and coordinate his Work with theirs. FYI 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 22 If any part of the Work under this Contract depends on the prior acceptable completion of Work by others under separate Contract(s), the Contractor shall inspect and promptly report to the Engineer any defects in such Work that would adversely affect the satisfactory completion of the Work under this Contract. The Contractor's failure to so inspect and report shall constitute acceptance of the Work by others as being suitable for the proper reception and completion of the Work under this Contract, excluding, however, those defects in the Work by others that occur after the satisfactory completion of the Work specified hereunder. 68. USE OF PREMISES The Contractor shall confine his equipment, the storage of materials, and the operation of his workers to limits shown on the Drawings or indicated by law, ordinances, permits, or directions of the Engineer, and shall not unreasonably encumber the premises with his materials. The Contractor shall provide, at his own expense, the necessary rights -of -way and access to the Work which may be required outside the limits of the Owner's property. 69. SUBSTANTIAL COMPLETION DATE The Engineer may, at his sole discretion, issue a written notice of substantial completion for the purpose of establishing the starting date for specific equipment guarantees, and to establish the date that the Owner will assume the responsibility for the cost of operating such equipment. Said notice shall not be considered as final acceptance of any portion of the Work or relieve the Contractor from completing the remaining Work within the specified time and in full compliance with the Contract Documents. Such substantial completion shall not relieve Contractor from liquidated damages should the Owner have added costs after the completion date, i.e., if additional construction observation, interest paid, loss of revenue, or other expenses continue to be charged to the Owner. Substantial completion of an operating facility shall be that degree of completion that will provide a minimum of 7 continuous work days of successful operation in which all performance and acceptance testing has been successfully demonstrated to the Engineer. All equipment contained in the Work, plus all other components necessary to enable the Owner to operate the facility in the manner that was intended, shall be complete on the substantial completion date. See "SUBSTANTIAL COMPLETION" under Article DEFINITIONS, of these General Conditions. 70. PERFORMANCE TESTING Operating equipment and systems shall be performance tested in the presence of the Engineer to demonstrate compliance with the specified requirements. Performance testing shall be conducted under the specified design operating conditions or under such simulated operating conditions as recommended or approved by the Engineer. Schedule such testing with the Engineer at least 1 week in advance of the planned date for testing. 71. OWNER'S USE OF PORTIONS OF THE WORK The Owner shall have the right to take possession of and use any completed or partially completed portions of the Work. Such use shall not be considered as final acceptance of any portion of the Work, nor shall such use be considered as cause for an extension of the Contract completion time, unless authorized by a Change Order issued by the Owner. FYI12118 Crossover Road Water & Sewer — Phase II Section 00700 - 23 72. CUTTING AND PATCHING The Contractor shall do all cutting, fitting, or patching of his Work that may be required to make its several parts come together properly and fit it to receive or be received by Work of other Contractors shown upon or reasonably implied by the Drawings. Any defective Work or material, performed or furnished by the Contractor, that may be discovered by the Engineer before the final acceptance of the Work or before final payment has been made, shall be removed and replaced or patched, in a manner as approved by the Engineer at the expense of the Contractor. 73. CLEANING UP The Contractor shall, at all times, at his own expense, keep property on which Work is in progress and the adjacent property free from accumulations of waste material or rubbish caused by employees or by the Work. Upon completion of the construction, the Contractor shall, at his own expense, remove all temporary structures, rubbish, and waste materials resulting from his operations. PAYMENT 74. PAYMENT FOR CHANGE ORDERS Payment or credit for any alterations covered by a Change Order shall be determined by one or a combination of the methods set forth in A, B, or C below as applicable: A. UNIT PRICES. If applicable, those unit prices stipulated in the Bid, shall be utilized. If such Unit Prices are not applicable, the Contractor and Owner may utilize Unit Prices as mutually agreed upon. B. LUMP SUM. A total lump sum for the Work may be negotiated as mutually agreed upon by the Contractor and Owner. In "A" and "B" above, Contractor's quotations for Change Orders shall be in writing and firm for a period of 90 days. Any compensation paid in conjunction with the terms of a Change Order shall comprise total compensation due the Contractor for the Work or alteration defined in the Change Order. By signing the Change Order, the Contractor acknowledges that the stipulated compensation includes payment for the Work or alteration plus all payment for the interruption of schedules, extended overhead, delay or any other impact claim or ripple effect, and by such signing specifically waives any reservation or claim for additional compensation in respect to the subject of the Change Order. The Owner's request for quotations on alterations to the Work shall not be considered authorization to proceed with the Work prior to the issuance of a formal Change Order, nor shall such request justify any delay in existing Work. Lump sum quotations for alterations to the Work shall include substantiating documentation with an itemized breakdown of Contractor and subcontractor costs, including labor, material, rentals, approved services, overhead, and profit calculated as specified under "C" below. FYI12118 Crossover Road Water & Sewer — Phase 11 Section 00700 - 24 C. FORCE ACCOUNT WORK. If the method of payment cannot be agreed upon prior to the beginning of the Work, and the Owner or the Engineer directs that the Work be done by written Change Order or on a force account basis, then the Contractor shall furnish labor, equipment, and materials necessary to complete the Work in a satisfactory manner and within a reasonable period of time. For the Work performed, payment will be made for the documented actual cost of the following: 1) Labor, including foremen, who are directly assigned to the force account Work: (actual payroll cost, including wages, fringe benefits as established by negotiated labor agreements, labor insurance, and labor taxes as established by law). No other fixed labor burdens will be considered, unless approved in writing by the Owner. 2) Material delivered and used on the designated Work, including sales tax, if paid for by the Contractor or his subcontractor. 3) Rental, or equivalent rental cost of equipment, including necessary transportation for items having a value in excess of $100. 4) Additional bond, as required and approved by the Owner. 5) Additional insurance (other than labor insurance) as required and approved by the Owner. To costs under 74C, FORCE ACCOUNT WORK, there shall be added the following fixed fees for the Contractor or subcontractor actually performing the Work: A fixed fee not to exceed 15 percent of the cost of all items above. The added fixed fees shall be considered to be full compensation, covering the cost of general supervision, overhead, profit, and any other general expense. The Owner reserves the right to furnish such materials and equipment as he deems expedient, and the Contractor shall have no claim for profit or added fees on the cost of such materials and equipment. For equipment under Item 3 above, rental or equivalent rental cost will be allowed for only those days or hours during which the equipment is in actual use. Rental and transportation allowances shall not exceed the current rental rates prevailing in the locality. The rentals allowed for equipment will, in all cases, be understood to cover all fuel, supplies, repairs, and renewals, and no further allowances will be made for those items, unless specific agreement to that effect is made. The Contractor shall maintain his records in such a manner as to provide a clear distinction between the direct costs of Work paid for on a force account basis and the costs of other operations. The Contractor shall furnish the Engineer report sheets in duplicate of each day's force account Work no later than the working day following the performance of said Work. The daily report sheets shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, subcontractor, or other forces. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 00700 - 25 The daily report sheets shall provide names or identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Material charges shall be substantiated by valid copies of vendors' invoices. Such invoices shall be submitted with the daily report sheets, or, if not available, they shall be submitted with subsequent daily report sheets. Said daily report sheets shall be signed by the Contractor or his authorized agent. To receive partial payments and final payment for force account Work, the Contractor shall submit in a manner approved by the Engineer, detailed and complete documented verification of the Contractor's and any of his subcontractors' actual current costs involved in the force account Work pursuant to the issuance of an approved Change Order. Such costs shall be submitted within 30 days after said Work has been performed. No payment will be made for Work billed and submitted to the Engineer after the 30 -day period has expired. No extra or additional Work shall be performed by the Contractor, except in an emergency endangering life or property, unless in pursuance of a written Change Order, as provided in ALTERATIONS - CHANGES IN WORK. 75. PARTIAL PAYMENTS A. GENERAL Nothing contained in this Article shall be construed to affect the right, hereby reserved, to reject the whole or any part of the aforesaid Work, should such Work be later found not to comply with the provisions of the Contract Documents. All estimated quantities of Work for which partial payments have been made are subject to review and correction on the final estimate. Payment by the Owner and acceptance by the Contractor of partial payments based on periodic estimates of quantities of Work performed shall not, in any way, constitute acceptance of the estimated quantities used as the basis for computing the amounts of the partial payments. For public works projects, each partial payment request and final payment request shall contain an affidavit by the Contractor that all provisions of the applicable federal and state requirements regarding apprentices and payment of prevailing wages have been complied with by him and by his Subcontractors. B. ESTIMATE AND PAYMENT Before the first working day of each calendar month, the Contractor shall submit to the Engineer a detailed estimate of the amount earned for the separate portions of the Work, and request payment. As used in this Article, the words "amount earned" means the value, on the date of the estimate for partial payment, of the Work completed in accordance with the Contract Documents, and the value of approved materials delivered to the Project site suitably stored and protected prior to incorporation into the Work. If the Contractor's estimate of amount earned conforms with the Engineer's evaluation, the Engineer will calculate the amount due the Contractor and make recommendation to the Owner for payment. An estimate of monthly progress payments shall be provided for the entire job prior to the first payment request. An update of the estimate of progress payments shall be updated if the actual progress differs by more than 20 percent in any given month. Each monthly payment request shall include the required updated Schedule. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 00700 - 26 If the updated Schedule is not submitted, the Owner may withhold payment until this item is completed. The Contractor shall be paid within 30 days of approval of the payment request. C. DEDUCTION FROM ESTIMATE Unless modified in the Supplementary Conditions, deductions from the estimate will be as described below_ The Owner will deduct from the estimate, and retain as part security, 10 percent of the amount earned for Work satisfactorily completed. However, no deduction or retainage will be made on the approved items of material delivered to and properly stored at the job site but not incorporated into the Work. When the Work is 50 percent complete, the Owner may "freeze" the retainage at 5 percent of the dollar value of the total contract provided that the Contractor is making satisfactory progress and there is no specific cause for a greater retainage. The Owner may reinstate the retainage up to 10 percent of the dollar value of "Work complete to date" if the Owner determines, at his discretion, that the Contractor is not making satisfactory progress or where there is other specific cause for such withholding. NOTE: Exception --If the Work includes water or sewer pipelines, the Contractor shall maintain the Work for a period of ninety (90) days following its acceptance by the OWNER. Up to five percent (5%) of the Contract amount shall be retained during this maintenance period. All prior payments shall be subject to correction in the final payment. This 90 -day period does not relieve the Contractor of the Performance and Payment Bond requirements regarding warranty of the Project. In such cases, the semi-final payment estimate shall indicate the initial acceptance of the Work, and the warranty shall begin on such date. D. QUALIFICATION FOR PARTIAL PAYMENT FOR MATERIALS DELIVERED Unless modified in the Supplementary Conditions, qualification for partial payment for materials delivered but not yet incorporated in to the Work shall be as described below. Materials, as used herein, shall be considered to be those items which are fabricated or manufactured material and equipment. To receive partial payment for materials delivered to the site, but not incorporated in the Work, it shall be necessary for the Contractor to include invoices of such materials and documentation warranting that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein; all of which must be satisfactory to Owner. At the time of the next partial payment request, the Contractor must submit the following documentation relative to materials paid on the previous partial payment: paid invoices of such materials or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests, and encumbrances (i.e., all materials have been paid for by Contractor). Failure to submit this documentation will result in an appropriate reduction on the current partial payment estimate for such materials. FY112118 Crossover Road Water & Sewer— Phase 11 Section 00700 - 27 At his sole discretion, the Engineer may approve items for which partial payment is to be made. Proper storage and protection shall be provided by the Contractor, and as approved by the Engineer. Final payment shall be made only for materials actually incorporated in the Work and, upon acceptance of the Work, all materials remaining for which advance payments had been made shall revert to the Contractor, unless otherwise agreed, and partial payments made for these items shall be deducted from the final payment for the Work. E. PAYMENT After deducting the retainages and the amount of all previous partial payments made to the Contractor, the amount earned as of the current month will be made payable to the Contractor within 30 days of the Owner's receipt of an approved request, except where the Owner is a municipality or other agency whose laws require the approval of each payment by a council or similar body, in which case, the payment shall become due and payable 10 days after the first regularly -scheduled meeting in the month following the submittal of such payment request. 76. CLAIMS In any case where the Contractor deems additional compensation is due him for Work or materials not clearly covered in the Contract or not ordered by the Engineer according to provisions of Article 20 ALTERATIONS - CHANGES IN WORK, the Contractor shall notify the Engineer, in writing, of his intention to make claim for such compensation before he begins the Work on which he bases the claim, in order that such matters may be settled, if possible, or other appropriate action promptly taken. If such notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict account of actual cost, then the Contractor hereby agrees to waive the claim for such additional compensation. Such notice by the Contractor, and the fact that the Engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. Claims for additional compensation shall be made in itemized detail and submitted, in writing, to the Owner and Engineer within 10 days following completion of that portion of the Work for which the Contractor bases his claim. In case the claim is found to be just, it shall be allowed and paid for as provided in the Article titled, PAYMENT FOR CHANGE ORDERS. 77. NOTICE OF CLAIM FOR DELAY If the Contractor intends to file a claim for additional compensation for delay caused by the Owner at a particular time, he shall file a notice of claim with the Owner within 7 days of the beginning of the occurrence. The notice of claim shall be in duplicate, in writing, and need not state the amount. No claim for additional compensation will be considered unless the provisions of Article 65, DELAYS AND EXTENSION OF TIME, are complied with, and a notice of claim has been filed with the Owner in writing, as stated above. Should the Owner be prevented or enjoined from proceeding with Work, either before or after its prosecution, or from authorizing its prosecution by reason of any litigation, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay; but time for completion of the Work will be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay, with such determination to be set forth in writing. FY 112118 Crossover Road Water & Sewer — Phase 1I Section 00700 - 28 78. RELEASE OF LIENS OR CLAIMS The Contractor shall indemnify and save harmless the Owner from all claims for labor and materials furnished under this Contract. Prior to the final payment, the Contractor shall furnish to the Owner, as part of his final payment request, an affidavit that all of the Contractor's obligations on the Project have been satisfied and that there are no unpaid taxes, liens, vendors' liens, rights to lien or any other type of claim against the Project, and that the hourly wages paid to all persons on the Project were in accordance with the applicable wage scale determinations. 79. FINAL PAYMENT Upon completion of all of the Work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final inspection. Upon receipt of the Contractor's written notice that the Work is ready for final inspection, the Engineer shall make such inspection and shall submit to the Owner his recommendation as to acceptance of the completed Work and as to the final estimate of the amount due the Contractor under this Contract. Upon approval of this final estimate by the Owner and compliance with provisions in Article titled, RELEASE OF LIENS OR CLAIMS, and other provisions as may be applicable, the Owner shall pay to the Contractor all monies due him under the provisions of these Contract Documents. On contracts for public works, final payment of the retained percentage will not be made until the Contractor has also furnished the applicable apprenticeship wage certification. 80. NO WAIVER OF RIGHTS Neither the inspection of the Owner, through the Engineer or any of his employees, nor any order by the Owner for payment of money, nor any payment for, or acceptance of, the whole or any part of the Work by the Owner or Engineer, nor any extension of time, nor any possession taken by the Owner or its employees shall operate as a waiver of any provision of this Contract, or any power herein reserved to the Owner, or any right to damages herein provided nor shall any waiver of any breach in this Contract be held to be a waiver of any other or subsequent breach. 81. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by the Contractor of the final payment shall release the Owner and the Engineer, as agent of the Owner, from all claims and all liability to the Contractor for all things done or furnished in connection with the Work, and every act of the Owner and others relating to or arising out of the Work. No payment, however, final or otherwise, shall operate to release the Contractor or his Sureties from obligations under this Contract and the Performance and Payment Bonds, and other bonds and warranties, as herein provided. END OF GENERAL CONDITIONS FY l 12118 Crossover Road Water & Sewer — Phase II Section 00700 - 29 DOCUMENT 00800 SUPPLEMENTARY CONDITIONS GENERAL The Contractor's attention is directed to Division 1, GENERAL REQUIREMENTS, which contains other directions pertinent to the project. REVISIONS AND ADDITIONS TO THE GENERAL CONDITIONS The GENERAL CONDITIONS are hereby revised as follows: ARTICLE 36. "INSURANCE AND LIABILITY", SUBARTICLE "BUILDERS RISK I10[. 11:7_V10i Delete the following coverages from the General Conditions: Loss caused by earthquake and Builder's Risk. ARTICLE 49. "MATERIALS AND APPLIANCES" After this Article, add the following: EQUIPMENT NAMEPLATES All manufacturer's nameplates on equipment items are to be kept visible and are not to be obscured by other equipment or piping nor are they to be covered by any paint or insulating material. ARTICLE 50. BUY AMERICAN is hereby deleted. END OF SUPPLEMENTARY CONDITIONS FY 1121 i 8 Crossover Road Water & Sewer— Phase II Section 00800-1 PART IV SPECIFICATIONS SECTION 01000 ABBREVIATIONS IOU, MI GENERAL Whenever in these Contract Documents the following abbreviations are used, the intent and meaning shall be interpreted as follows: AA Aluminum Association AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACT American Concrete Institute AFBMA Anti -Friction Bearing Manufacturers' Association AGA American Gas Association AGMA American Gear Manufacturers' Association AISC American Institute of Steel Construction AISI American Institute of Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANSI American National Standards Institute APA American Plywood Association API American Petroleum Institute AREA American Railway Engineering Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers, Inc. ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWS American Welding Society AWPA American Wood Preservers' Association AWPB American Wood Preservers Bureau AWWA American Water Works Association BHMA Builders Hardware Manufacturers' Association CBMA Certified Ballast Manufacturers' Association CDA Copper Development Association CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers' Association of America CRSI Concrete Reinforcing Steel Institute EPA Environmental Protection Agency Fed. Spec. Federal Specifications HI Hydraulic Institute HMI Hoist Manufacturers' Institute ICBO International Conference of Building Officials IEEE Institute of Electrical and Electronics Engineers, Inc. ICEA Insulated Cable Engineers' Association ISA Instrument Society of America FYI 12118 Crossover Road Water & Sewer — Phase I1 Section 01000 - 1 JIC Joint Industry Conferences of Hydraulic Manufacturers MMA Monorail Manufacturers' Association NBHA National Builders' Hardware Association NEC National Electrical Code NEMA National Electrical Manufacturers' Association NESC National Electric Safety Code NFPA National Fire Protection Association NLMA National Lumber Manufacturers' Association NWMA National Woodwork Manufacturers' Association OECI Overhead Electrical Crane Institute OSHA Occupational Safety and Health Act (both Federal and State) PS Product Standards Section - U.S. Department of Commerce RLM RLM Standards Institute, Inc. RMA Rubber Manufacturers' Association SAE Society of Automotive Engineers SDI Steel Door Institute SSPC Steel Structures Painting Council TEMA Tubular Exchanger Manufacturers' Association TCA Tile Council of America UBC Uniform Building Code UL Underwriters' Laboratories, Inc. WWPA Western Wood Products Association B. Unless a particular issue is designated, all references to the above specifications, standards, or methods shall, in each instance, be understood to refer to the issue in effect (including all amendments) on the first published date of the Invitation to Bid. END OF SECTION .FY112118 Crossover Road Water & Sewer — Phase II Section 01000 -2 SECTION 01009 SUMMARY OF WORK 1.01 REQUIREMENTS INCLUDED A. This Section describes the project in general, and provides overview of the extent of the work to be performed. Detailed requirements and extent of work is stated in the applicable Specification Sections and is shown on the Drawings. The Contractor shall, except as otherwise specifically stated herein or in any applicable parts of the Contract Documents, provide and pay for all labor, materials, equipment, tools, construction equipment, and other facilities and services necessary for proper execution, and completion of his work. 1.02 REASONABLY IMPLIED PARTS OF THE WORK SHALL BE DONE THOUGH ABSENT FROM SPECIFICATIONS A. Any part of the work which is not mentioned in the Specifications but is shown on the Drawings, or any part not shown on the Drawings but described in the Specifications, or any part not shown on the Drawings nor described in the Specifications, but which is necessary or normally required as a part of such work, or is necessary or required to make each installation satisfactorily and legally operable, shall be performed by the Contractor as incidental work without extra cost to the Owner, as if fully described in the Specifications and shown on the Drawings, and the expense thereof shall be included in the applicable unit prices or lump sum bid for the work. 1.03 DESCRIPTION OF THE PROJECT A. Work covered by these Contract Documents in general covers the construction of the following facilities: Construction of approximately 5,355 feet of 6 -inch through 12 -inch water main, approximately 1,544 feet of 8 -inch and 10 -inch gravity sewer main, and approximately 1,174 feet of 6 -inch force main. 2. Installation of fire hydrants, valves, tapping tees and valves, manholes and related facilities. 3. Capping and abandoning existing water mains and valves. Removal of some existing fire hydrants. 4. Completion of 4 highway bores and creek bores ranging in size from 24 -inch to 16 -inch. 5. Completion of paved surface restoration and related work items as indicated on the Drawings and/or required by the Detailed Specifications. FY i 12118 Crossover Road Water & Sewer — Phase ii Section 01009-1 PART 2 PRODUCTS Not Used. PART 3 CONTRACTOR'S RESPONSIBILITIES 3.01 GENERAL CONSTRUCTION WORK A. The Contractor shall execute all work, including site, structural, piping, equipment, and finishes. B. The Contractor shall also: 1. Provide temporary sanitary toilet facilities. 2. Pay for all electrical energy consumed for construction purposes. 3. Provide and pay for temporary service for lighting of temporary office and work areas. 4. Provide replacement lamps for temporary lighting. 5. Provide temporary heat; make all arrangements and pay all fuel cost; supervise and maintain all heating units. 6. Provide telephone service for his own use. 7. Provide an adequate supply of potable drinking water for use by his employees and by the Engineer. 8. Provide and maintain fire protection in working order during the entire construction period. 9. Coordinate with the Engineer and Owner all re-routing of existing streets and interruptions of the existing water and sewer operations. 10. Insure that new water mains are properly tested and have passed disinfection tests before existing water mains and meter services are disrupted. Existing facilities to be abandoned will be abandoned only after new facilities are completed, tested and in service. 3.02 DRAWINGS A. Drawings are bound separately and consist of 18 sheets. END OF SECTION FYI 12118 Crossover Road Water & Sewer— Phase 11 Section 01009-2 SECTION 01011 SITE CONDITIONS PARTI GENERAL 1.01 SITE INVESTIGATION AND REPRESENTATION A. The Contractor acknowledges by submission of his Bid that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, river stages, or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract. B. The Contractor further acknowledges by submission of his Bid that he has satisfied himself as to the character, quality, and quantity of surface and subsurface materials to be encountered from inspecting the site. Any failure by the Contractor to acquaint himself with all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. C. Prospective Bidders are invited, at their own expense, to make subsurface investigations, by boring or test hole excavation, as may be desirable, provided, however, that such work be scheduled by appointment with the Engineer. Bidders are not authorized to enter private property during these investigations. D. In the event subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered in the project area and generally recognized as inhering in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed, notify the Engineer in writing of such changed conditions. E. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of, or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. 1.02 EXISTING UTILITIES A. Existing utilities in the vicinity of the project lines and structures include water and sewer mains, gas mains, high pressure gas transmission mains, and overhead (and underground) electric, television, and telephone lines. Additional utilities include FY 1 121 18 Crossover Road Water & Sewer — Phase 11 Section 01011 - 1 individual property owner's gas lines, water lines, sprinkler system water lines, underground electrical service lines, and wastewater lines. No attempt has been made to locate all these utilities and private services. Information is shown on the Drawings relative to the general location of some utilities, as taken from maps supplied by the utilities. Private lines are not shown. Since specific utility locations are not shown on the Drawings, the Contractor shall carefully coordinate the location of utilities with their respective owner's. No compensation will be paid to the Contractor, due to costs associated with damages to utilities or to costs associated with locating/avoiding same. The Engineer and Owner will cooperate with the Contractor and utility firms in rerouting new water and sewer mains, where possible, to reasonably avoid existing utilities. 1.03 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE A. Notify all utility offices that are affected by the construction operation at least two working days in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. B. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. C. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. D. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no event shall interruption of any utility service be allowed outside working hours unless granted by the owner of the utility. E. Drainage culverts that are removed or damaged by the Contractor shall be replaced in kind at the expense of the Contractor. F. The Contractor shall replace, at his own expense, any and all existing utilities or structures damaged during construction. G. Utilities shown on the Drawings are generally existing lines, some of which will be replaced by the utility companies the same time that these water and sewer mains are being installed. The new location of these utilities is unknown. The Contractor shall cooperate with other utilities and acknowledges that they will be working in the same vicinity. FYI 121 18 Crossover Road Water & Sewer — Phase [I Section 01011 - 2 1.04 1.05 1.06 NAMES OF KNOWN UTILITIES SERVING THE AREA A. The following is a list of the major public utilities serving the work area indicating the name and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work: Name Authority Telephone Water and Sewer Fayetteville Water Dept. 479-575-8386 Storm Sewers Arkansas Highway & 479-251-9266 Transportation Dept. City of Fayetteville 479-575-8390 Arkansas One Call Buried Utilities 1-800-482-8998 Telephone Cable AT&T 1-800-482-8998 Fiber Optic Cable Gas Source Gas 479-521-5330 (Distribution and Transmission Mains) Electricity Ozark's Electric Coop. Corp. 479-521-2900 SWEPCO-AEP 1-800-482-8998 Television Cox Communications 479-751-2000 A. During the progress of construction, minor relocations of the work may become necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered that will prevent construction as shown, notify the Engineer before continuing with the work in order that the Engineer may make such field revisions as necessary to avoid conflict with the existing structures. If the Contractor shall fail to notify the Engineer when an existing structure is encountered, and shall proceed with the work despite this interference, he shall do so at his own risk and expense. CONSTRUCTION ON PRIVATE PROPERTIES A. The Owner has obtained easements for the pipeline routes on private property. The Contractor shall protect and/or restore improvements on these properties, including structures, rock walls, fences, drives, culverts, fruit and ornamental trees and shrubs, and grass in yards and pasture lands. Existing sod shall be protected and restored, or replaced with the same kind of new sod. Failure to do so will result in retainage of funds otherwise due the Contractor, as necessary to compensate property owners for damages and/or to pay restoration costs. FY112118 Crossover Road Water & Sewer— Phase 11 Section 01011 - 3 B. Easement widths for permanent and temporary construction easements are as indicated on the Drawings. C. As part of the easement acquisition process, the Owner agreed to certain easement considerations that are itemized in the attached "Side Letters". The requirements in these letters are requirements of the Contractor under this Contract, and these requirements shall govern construction on these properties. D. The Contractor is not authorized to enter into side -agreements with the property owners, concerning the degree of cleanup, excess soil disposal, timber and brush disposal, etc., without the prior written approval of each "side -agreement" by the Owner. The Contractor is not authorized to enter private property outside the prescribed limits of the permanent and temporary construction easements. 1.07 PAYMENT A. No separate payment will be made for work under this Section. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION (EASEMENTS AND EASEMENT SIDE LETTERS APPENDED HERETO) FY112118 Crossover Road Water & Sewer-- Phase 1I Section 01011 - 4 ATTACHMENT TO SECTION 01011 SITE CONDITIONS EASEMENTS AND EASEMENT SIDE LETTERS The City of Fayetteville is still in the process of acquiring the easements required for the Highway 265 (Crossover Road) Water and Sewer Main Replacement project. Currently available Easement Side Letters and easement documents are attached hereto. Other Easement Side Letters may become available during the bidding process and they will be issued by Addendum. If Easement Side Letters are obtained by the City of Fayetteville after the bids are opened, and if any conditions in these late Side Letters impact the cost of performing the work, an appropriate change order will be negotiated. If specific easements are unavailable at the start of the construction project, the Contractor shall coordinate his construction schedule to avoid these properties until the needed easement(s) are acquired. If the failure to have all easements available at the start an/or during the construction period results in delays in the completion of the project, the Contractor will be authorized additional completion days as needed to address the easement delays. By submitting his Bid, the Contractor acknowledges that all of the easements may not be available, that this fact may delay the project completion, and that he will not seek damages from the Owner due to these possible delays. FY082146 Attachment to Section 01011 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION PV1 125 WestvlUe Mountain lle Fayetteville, AR 72T01 Phone (479) 444-3443 ARKANSAS May 11, 2012 GO Properties LLC Attn: Thomas J. Olmstead 659 N. Cliffside Drive Fayetteville, AR 72701 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. — City Limits) Tract No. 2 Side Letter Dear Mr. Olmstead: Thank you very much for speaking with Ms. Jill Goddard, Land Agent for the City of Fayetteville about your concerns on May 10, 2012. I hope we have addressed them as follows: 1. The City's contractor will repair any damage to the fencing surrounding the property in the event it is necessary to remove the same in connection with work within that portion of the property described within the right of entry. 2. Any areas that are disturbed will be restored and/or repaired td as good or better condition as originally found. 3. We hereby accept your counter offer as received via e-mail on May 11 to Ms. Goddard and once your documents are received acknowledge that the new offer is now $600.00 for the use of the area within the proposed right of entry. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact any of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or Shannon Jones at (479) 444-3452 or I can be reached at (479) 575-8330. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION 125 West Mountain Fayetteville, AR 72701 Phone (479) 444-3443 May 8, 2012 Checkk Properties LLC Attn: James J. Naples or Kyle Naples 6930 Summerhill Road Texarkana, TX 75503 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. — City Limits) Tract No. 6 Side Letter Dear Mr. Naples: Thank you very much for speaking with Ms. Holly Jones, Land Agent for the City about your concerns last week, I hope we have addressed them as follows: 1. Any grassy areas, driveways or pavement that is disturbed will be repaired in as good or better condition than found. The easement area will be raked. The area will be covered in good topsoil and re -sown with a good quality grass seed or sod. 2. Access to the property will be provided at all times. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact either of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or with specific construction concerns you may call Shannon Jones at (479) 444-3452 or I can be reached at (479) 575- 8330. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION 125 West Mountain Fayettevilte, AR 72701 Phone (479) 444-3443 June 12, 2012 Pinewood Healthcare Realty LP Attn: Kyle Naples 6930 Summerhill Road Texarkana, TX 75503 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. — City Limits) Tract No. 7 Side Letter Dear Mr. Naples: Thank you very much for meeting with Ms. Holly Jones, Land Agent for the City in May and voicing your concerns about our easement, I hope we have addressed them as follows: 1. Any grassy areas, driveways or pavement that is disturbed will be repaired in as good or better condition than found. The easement area will be raked. The area will be covered in good topsoil and re -sown with a good quality grass seed or sod. 2. Access to the property will be provided at all times. It appears that there will construction damage to approximately 12-14 parking spaces during construction and we hereby offer to compensate you for that damage in the amount of $1,000.00. According to our engineering consultant, it will take 5 to 7 working days to cross your property with our waterline. However, these days will not likely be consecutive. The driveway and parking spaces will be available when our contractor is not on site. These spaces and driveway will be returned to their current condition as soon as our contractor is assured there are no leaks in this line. In addition to the damages above offered and our original offer of $29,895.00 for permanent easement and temporary construction easement, it appears that there is significant landscaping damage as discussed with Ms. Jones. The balance beam and other appurtenances associated with that structure as well as the chain link and wood fencing will be protected. If they are damaged, they will be the responsibility of the contractor and his assigns to repair and the City of Fayetteville are not responsible. Also it is our policy to protect as many trees as possible in the Temporary Construction and Grading Easement, so they are not included in this offer. We hereby offer $1,575.00 for three Bradford Pear trees (15", 16", triple), $2,700.00 for three 16" Oak trees, $2,025.00 for five Persimmon trees (2-7", 6", 4", 9"), $2,250.00 for three Oak trees (11", 12", 14"), $700.00 for an 11" Red Oak, $700.00 for a 14" Maple, and $700.00 for two Cedar trees (9", 13") for a total in landscaping damages of $10,650.00.These landscaping damages will be added to your original offer amount and the amount included for parking damages for a total new offer of $41,545.00. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact either of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or with specific construction concerns you may call Shannon Jones at (479) 444-3452 or I can be reached at (479) 575- 8330. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION 12S West Mountain Fayetteville, AR 72701 Phone (479) 444-3443 RKAN June 6, 2012 WTRS, LLC Attn: Kirk Elsass 1200 E. Joyce Blvd. Fayetteville, AR 72703-5132 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. — City Limits) Tract No. 8 Side Letter and CounterAcceptance Dear Mr. Elsass: Thank you very much for emailing Ms. Holly Jones, Land Agent for the City and voicing your concerns on April 13, 2012, I hope we have addressed them as follows: 1. Any grassy areas or pavement that is disturbed will be repaired in as good or better condition. 2. We hereby accept your counter offer as received via email to Ms. Jones and once your documents are received acknowledge that the new offer is now $16,135.00 for the rights associated with the permanent easement area (2,151 sq ft) and $2,940.00 for the rental of the temporary construction easement area (980 sq ft) for a total easement offer of $19,075.00 as requested. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact any of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or Shannon Jones at (479) 444-3452 or I can be reached at (479) 575-8330. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 THE CITY OF FAYETTEVILLE, ARKANSAS ENGINEERING DIVISION 125 West Mountain Fayetteville, AR 72701 Phone (479J 444.3443 May 11, 2012 ECT Farmland LLLP PO Box 1451 Fayetteville AR 72702 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. -- City Limits) Tract No. 15 Side Letter Dear Mr. McNair: Thank you very much for meeting with Ms. Holly Jones, Land Agent for the City about your concerns this week, I hope we have addressed them as follows: 1. Any grassy areas, driveways or pavement that is disturbed will be repaired in as good or better condition than found. The easement area will be raked. The area will be covered in good topsoil and re -sown with a good quality Fescue seed. 2. Our construction contractor will be instructed to install temporary fencing at the edge of the temporary construction easement. Said fencing should be of a sturdy material and be able to hold cattle inside the fencing and away from any future construction areas. 3. We hereby accept your counter offer as received via email on May 8 to Ms. Jones and once your documents are received acknowledge that the new offer is now $6,600.00 for the rights associated with the permanent easement area (10,184 sq ft) and $1,890.00 for the rental of the temporary construction easement area (7,285 sq ft) for a total new offer of $8,490.00 as requested This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact either of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or with specific construction concerns you may call Shannon Jones at (479) 444-3452 or I can be reached at (479) 575- 8330. Telecommunications Device for the Deaf Top (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 THE CITY OF FAYETTEVILLE, ARKANSAS ENGI NEERING DIVISION 125 West Mountain Fayetteville, AR 72701 Phone (4791444-aedi RKA April 26, 2012 Johnny A. and Janet R. Kesner Revocable Trust do Johnny A. and Janet R. Kesner P.O. Box 9766 Fayetteville, AR 72703 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. — City Limits) Tract No. 21 Side Letter Dear Mr. and Mrs. Kesner: Thank you very much for taking the time to meet with Holly Jones, Land Agent for the City of Fayetteville. We appreciate that you brought in your signed documents and were so ready to accept our offer even with your concerns, I hope we have addressed and taken those into consideration as follows: 1. Any grassy areas or pavement that is disturbed will be repaired in as good or better condition. The easement area will be raked. The area will be covered in good topsoil and re -sown with a good quality grass seed or sod. 2. There is some landscaping in the easement area. The city will have to remove three trees in the easement area. We hereby offer $900.00 for one 16 -inch pine tree as landscaping damages. The other trees in the easement area will not be affected. A copy of the plan sheet of the area has been included for you. These damages will be added to the original offer of $7,410.00 for a total new amount of $8,310.00. A check will be requested for this amount. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact any of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or Shannon Jones at (479) 444-3452 or I can be reached at (479) 575-8330. Telecommunications Device for the Deaf TOO (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 THE CITY OF FAYETTEVILLE, ARKANSAS ,ye May 8, 2012 James and Phyllis Griggs 3103 Waterstone Drive Springdale, AR 72764 ENGINEERING DIVISION 125 West Mountain Fayetteville, AR 72701 Phone 1479) 444-3443 RE: Project No. 08072 Highway 265 Water/Sewer Relocations (Joyce Blvd. — City Limits) Tract No. 23 Side Letter Dear Mr. and Mrs. Griggs: Thank you very much for speaking with Ms. Holly Jones, Land Agent for the City about your concerns on April 30, 2012, 1 hope we have addressed them as follows: 1. Any grassy areas or pavement that is disturbed will be repaired in as good or better condition. The easement area will be raked. The area will be covered in good topsoil and re -sown with a good quality grass seed or sod. 2. We hereby accept your counter offer as received via email on April 30 to Ms. Jones and once your documents are received acknowledge that the new offer is now $350.00 for the rights associated with the permanent easement area (383 sq ft) and $265.00 for the rental of the temporary construction easement area (1,010 sq ft) for a total new offer of $615.00 as requested. This letter will become a part of the contract by addendum and will be honored by the contractors working on this project. If you have any questions regarding this project, please don't hesitate to contact any of the Land Agents Jill Goddard at (479) 444-3407, Holly Jones at (479) 444-3414, or Shannon Jones at (479) 444-3452 or I can be reached at (479) 575-8330. Telecommunications Device for the Deaf TDD {479) 521-1316 113 West Mountain - Fayetteville, AR 72701 Hwy 265 North Utility Relocations Parcel No. 785-13240-000 Tract No. 2 RIGHT OF ENTRY BE IT KNOWN BY THESE PRESENTS: THAT GO Properties, LLC, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a right of entry to make connections to existing waterline and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2010-00031824) A part of the North Half (NY2) of the Fractional Northwest Quarter (Fri. NW%) of the Northwest Quarter (NW'/4) of Section Thirty (30), Township Seventeen (17) North, Range Twenty -Nine (29) West, being more particularly described as follows: Beginning at a the Northeast corner of said Fractional 40 acre tract, said point being a set '/" iron rebar; thence S 02°06'41" W, 653.15 feet along the East line of said Fractional 40 acre tract to a point from which an existing reference iron bears N 87°5317" W, 23.66 feet; thence leaving the East line of said Fractional 40 acre tract, N 87°53'17" W, 450.00 feet to a set 1/? iron rebar, said point being Fifty (50) feet perpendicular and East of the centerline of Arkansas Highway #265 (Crossover Road) as recited in Deed Book 829 at Page 746 of the Land Records of Washington County, Arkansas; thence N 2734'05" W, 302.54 feet to an existing Arkansas Highway & Transportation Monument on the East right-of-way line of said Highway; thence N 27°05'51" W, 131.07 feet along the East right-of-way line of said Highway to an existing AHTD monument at the beginning of a 904.91 feet radius curve concave to the East; thence Northwesterly 295.96 feet along said curve and right-of-way line, the chord for which being N 18°03'42" W, 294.65 feet, to a set 14" iron rebar on the North line of said Fractional 40 acre tract; thence leaving said right-of-way line, S 87°50'16" E, 765.37 feet to the point of beginning, containing 9.41 acres, more or less, Washington County, Arkansas. The described 9.41 acre tract being subject to the right-of-way of Joyce Street along a portion of the East boundary, and Easement for road purposes as recited in Deed Book 829 at Page 723 of the Land Records of Washington County, Arkansas, and any other easements and/or rights -of -way whether or not of record. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00026602, containing 0.34 acres or 14,908 square feet, more or less, and being a part of AHTD Job No. 040518. RIGHT OF ENTRY DESCRIPTION: Part of the Northwest Quarter (NW'/4) of the Northwest Quarter (NWY4) of Section 30, Township 17 North, Range 29 West, being more particularly defined as follows: A twenty (20) foot right of entry located within a portion of the property described in Deed Record 2010-31824, said right of entry being adjacent to the East line of the new properties right-of-way of Highway 265. This right of entry is shown and dimensioned in detail on the attached Exhibit "A" Map and contains 1,000 square feet (0.02 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This right of entry as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above right of entry shall exclude any permanent structure(s) which may be located or under construction within said right of entry area during the construction of this project. TO HAVE AND TO HOLD the same unto the said Grantee, its successors and assigns, together with free ingress to and egress from the real estate first herein above described for the uses and purposes herein above set forth. The consideration first above recited as being paid to the Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this easement on behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. RIGHT OF ENTRY Page 2 of 2 57 WITNESS the execution hereof on this the- day of , 2012. ATTEST: (y0g £VMA N��LE 011 IA. ME13E [Please print or type Name an Tittej ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WASHINGTON BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared *S and S JcoLE btjMSt to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the ft.ii& MFMREI_ and Ai-nw Aiti tREC ., respectively, of GO Properties, LLC, and are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this day of _______ , 2012. MY COMMISSION EXPIRES: / Notary Pub NANCY J. MITCHELL MY COMMISSION # 12377621 EXPIRES: August 21, 2020 "',. Washington County RIGHT OF ENTRY 1.000 SQ. FT. (0.02 AC.) Basis of Bearings: Based on the AHTD Job 040518 Coordinate System -\ RIGHT OF ENTRY PLAT TRACT MAP NO. 2 EXHIBIT NE CORNER NW1/4, NW1/4 SECTION 30 T -17-N, R -29-W SCALED 1' = 40' NWNW 30-17-29 TRACT In Go Properties, .3Z LLC RIGHT OF ENTRY AREA x �N NWNW 30-17-29 N87.52'12W - 422.45' /'\ PLATTED N87.52'12'V U.E. 22.35' \ ' �z0 \ `O \�( LEGEND 2OPLATTED SMALL SHOPS MILLENNIUM PLAZA — Right of Entry Area i — Corner of Right of Entry Area — - — Existing Utility Easement Line 765-13240-000 — Tax Parcel Number ---- — -- - AH1D Job 9562 Right of Way fine 2010-22470 --- Deed Record --- — AHTD Job 040518 Right of Way line —1 OF Property OwnerProperties, Inc. Protect Name �e yI Der r T Drawn by : McClelland Consulting Engineers Ar Hwy 265 W/5 Llne Relocation l`AYE T llLLli Date: March 2012 Scale : 1" — 40' Na' Revisions Date Water & Sewer Department Project No. 112116 AHTD Tract No. 2 Tract No. 2 Hwy 265 North Utility Re[ocafions Parcel No. 765-06173-000 Parcel No. 765-06173-001 Tract No. 6 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT Checkk Properties LLC, a Texas limited liability company registered to do business in the State of Arkansas, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2011-00002814 and Deed Ref. 2011-00021947) Tract 6, Harb-Co Place Addition to the City of Fayetteville, Arkansas, as shown on plat or record in Plat Book 8 at page 123, Plat Records of Washington County, Arkansas. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00005369, containing 0.19 acres or 8,408 square feet more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of Tract 6, Harb-Co Place Addition, to the City of Fayetteville, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Records 2011-2814 and 2011-201947, said easement being adjacent to the West line of an existing thirty (30) foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 270 square feet (0.01 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along, the West and South sides of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 363 square feet (0.01 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. WATER/SEWER EASEMENT Page 2 of 2 It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the _______ day of , 2012. Checkk Properties LLC By: �t 5 ra-rJ C. !'f i164 [Please print or type Name and Title] ATTEST: [Please print or type Name and Title] ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WA6H+N FON ) BE IT REMEMBERED, that on this date, before the undersigned, a duly commissio3ed and acting Notary Public within and for said County and State, personally appeared anc I'= L , to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the 2.• ,.a( and G_ .c� respectively, of Checkk Properties LLC, a Texas limited liability coin any registered to do business in the State of Arkansas, and are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this day of Yy10a , 2012. MY COMMISSION EXPIRES: Na Public Ii CASH OLIVER II Notary PUb1Ic-Arkonsas Miller County My Commis ion Expires R rl D4 01 SCALD V = 40' Basis of Bearings: Based on the AHTD Job 040518 Coordinate System UI1LITY EASEMENT PLAT PUE - 270 SQ. FT. (0.01 AC.) TRACT MAP NO. 6 TCE - 363 S4. FT. (0.01 AC.) TRACT EXHIBIT TRACT f f ;k / 5 %� HARB-CC PLACE / . ' v ADDITION f Ll N •0 , oy N87.48'22W 9)I --- I. rd' tO a 4 ln EX. 10' U.E. r�pa04�•ly TRACT S87.48'22'E I/ J 2 'c" 22.18' � / (, /o � f o., N87 48'22 W / 6 TRACT HARB-CO PLACE r , rz�, ADDITION r r4 Checkk Properties, LLC r S8730'41'E S 1 r r / r /E1. ,ter / r f . - 4' I -v '4;' LEGEND NE CORNER TRACT 6 HARBO—CO PLACE ADDITION Plot Record 8-123 Permanent Utility Easement Temporary Construction Easement • Corner of Permanent Utility Easement — — -- Existing Utility Easement Line 765—O6173—©01 --- Tax Parcel Number PUE — Permanent Utility Easement 2011-21947 — Deed Record TCE -- Temporary Construction Easement CITY y* Property Owner : Checkk Properties. LLC Project Name l' Drown by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation IAYETTEVILLE Date; March 2012 Scale : 1" = 40' No. Revisions Tbote Water & Sewer Department Project No. 112118 AHTO Tract No. 8 Tract No. 6 Hwy 265 North Utility Relocations Parcel No. 766-06171-040 Parcel No. 765-06172-000 Tract No. 7 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT Pinewood Healthcare Realty, L.P., a Texas limited partnership, by Pinewood Services, Inc., a Texas corporation, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to wit: PROPERTY DESCRIPTION: (Deed Ref. 2000-074315) Tract 5 of Harb-Co Place Subdivision to the City of Fayetteville, Washington County, Arkansas. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2012-00005372, containing 0.35 acres or 15,132 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of Tract 5, Harb-Co Place Subdivision, to the City of Fayetteville,. Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Record 2000-74315, said easement being adjacent to the West line of an existing thirty (30) foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 15,964 square feet (0.37 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along the West side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 6,796 square feet (0.16 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. WATER/SEWER EASEMENT Page 2 of 2 It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the 4 day of '''r' , 2012. Pinewood Healthcare Realty, L.P., A Texas Limited Partnership By its Partner; Pinewood Services, Inc., a Texas Corporation By: san E. Naples, President ATTEST: [Please print or type Name and Title] ACKNOWLEDGMENT STATE OF ARKANSAS COUNTY O. ss. BE IT REMEMBERED, that on this date, before the undersigned, a duty mmi . ned an acting Notary Public within and for said County and State, personally appeared Susan E. Naples �, to me well known as th pe ons who executed the foregoing document, and who stated and acknowledged the President respectively, of Pinewood Services Inc., a Texas Corporation and Partner of Pinewood J-Ieaghcare Realty, L.P., a Texas limited partnership, and are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this `7 - day of MY COMMISSION EXPIRES: 0q oQ_2o1c CASH OLIVER Notary Public-Arkanscs Milker County My Commission Expires JJ A t 04 3016 (i?Z2 Notary Public PUE - 15,964 SQ. FT. (0.37 AC.) U1IUTY EASEMENT PLAT TCE - 6,796 SQ. FT. (0.16 AC.) TRACT MAP NO. 7 p , EXHIBIT "A' SMALL SHOPS L 7' / Pinewood Healthcare ,_ /': Realty, LP .... Basis of Bearings: -' Based on the AHTD ``�4i ti= Job 040518 !� Coordinate System TRgCT +� s fin]0� y2 TRACT = MAP 1 OF 2 /:..:7:;::::... 4¼? / 1 , _ := '// r/ y / I SEE MAP z 30.00' .4r Flarza-CO PLACE r ADDITION a q AGM 1V80L(19g.� _tt++[•_Ar 44,54%� � JaU°�S� spr 2�rII�e SCALE= 1' = 50' 4 50' OZARKS EASEMENT' .::PUE::^:« 1 TRACT f N87'48'22'W 22.18' i c7i?,r / �1a /�� /.� SE CORNER f ao' 1ARSo-aO PLACE A F I' /per Plot Record 8-123 / .4v_ 1 Land Line 7/ LEGEND ' 50' OZARKS EASEMENT -- / N87.48'22'W TRACT 12 1 Permanent Utility Easement Temporary Construction Easement • -- Corner of Permanent Utility Easement -- — • — — • — Existing Utility Easement Line 765--06171-COO & 765-06172-000 — Tax Parcel Number PUE — Permanent Utility Easement 2000-74315 — Deed Record TCE — Temporary Construction Easement OF Property Owner : Pinewood Healthcare Realty. L.P. Project Name CITY Drown by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation my� r r No. Revisions gate FAYETI �i VILl�y� Dote: March 2O12 Scale : 1" = 5O' Water & Sewer Department Project No. 112118 AHTD Tract No. 12 Traci No. 7 PUE - 15.964 SQ. FT. (0.37 AC.) U TCE - 6.796 SQ. FT. (0.16 AC.) SMALL SHOPS TRACT 5 HARE -CO PLACE ADDITION SMALL SHOPS Pinewood Healthcare Realty, LP 765 -0S171 -ono TRACT Q Ewa TRACT 5 HARE -CO PLACE I44, ADDITION J SEI� MAP I I o UTILITY EASEMENT PLAT MAP 2 OF 2 TRACT MAP N0. 7 / r r r EXHIBIT "A" # ff f Q l TRACT S87.53'36'E ! 1 fv ~�f �� 87 N.53'36`W ,pry ::::= 3ao�' ;mar _. NECORNER , ' % /3' TRACT 5 / ...._. .. ZARSO-Co f/ H PLACE ::; / ! Plet Record ,_ . ; f1 8-123 / CH = S25.18`00 -W ti =r'• v ! R = 136240' J L = 118.21' 10 /CL = 118.18' n. :=s/z __ /'ti:��::.:=_=% •`L of ry / /z I ti f s/ "i / ,SCALE,i'=50' Basis of Bearings• Based on the AHTD ry a Job 040518 Coordinate System ' LEGEND EX. 15' U.E Permanent Utility Easement Temporary Construction Easement • — Corner of Permanent Utility Easement — — • — — • -- Existing Utility Easement Line 765-06171-000 & 765-06172-000 -- Tax Parcel Number PUE — Permanent Utility Easement 2000-74315 — Deed Record ICE — Temporary Construction Easement CJ Property Owner : Pinewood Healthcare Realty. L.P. Project Name Cl7T OF Drawn by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation F YETTEVILLE Date: March 2012 Scale : 1" = 50' No.J Revisions Date Water & Sewer Department Project No. 112118 AHTD Tract No. 12 1 Tract No. 7 Hwy 265 Parcel No. 7fi 199464-000�tions Tract No. 8 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT WTRS LLC, an Arkansas limited liability company, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 96-009339) Lots Numbered One (1), Two (2) and Three (3), Kee Comer Plaza Subdivision, Fayetteville, Arkansas, as per plat on file in the office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. PERMANENT EASEMENT DESCRIPTION: Part of Lot 3, Kee Comer Plaza Subdivision, to the City of Fayetteville, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Record 96-9339, said easement being adjacent to the West line of an existing twenty (20) foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 2,151 square feet (0.05 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along the West side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 980 square feet (0.02 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easemen₹. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. Al! covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto_ It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant o€ agreement not herein expressed. WATER/SEWER EASEMENT Page 2 of 2 WITNESS the execution hereof on this the Je day of 'zJLt iUZ -, 2012. WTRS LLC ATTEST: [Please print or type Name and Title] STATE OF ARKANSAS y ss. COUNTY OF 1/I ASWN&F '- N +Q„ By: [Please print or type Name and Title] ACKNOWLEDGMENT BE IT REMEMBERED, that on this date. before the undersigned. a duly commissioned and acting Notary Public within and for said County and State, personally appeared 1cDK 615d 55 and N 1' , to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the flhllit /1'wn t and u / , respectively, of WTRS LLC, an Arkansas limited liability company, anc are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this day of �C_e , 2012. MY COMMISSION EXPIRES: HOLLY F. ,CONES _ My COMMISSION N 12365157 °pp ry EXPIRES: Ma_y 1, 2018 Senton cowity F. Jam. Notary Pub PUE — 2.151 50. FT. (0.05 AC.) LICE — 980 SO. FT. (0.02 Ac.) 3 � � LOT 4 KEE CORNER PLAZA o SURDIVISION '41 I UTILITY EASEMENT PLAT TRACT MAP NO. 8 f EXHIBIT "A" fI r l f TRACT / & 586.33'04'E // 19.36' S86'33'Q4'E / / If LOT iJ f •;.;_: ; ' NE CORNER WTRS, LLC �v r LOT 3 KEE CORNER PLAZA KEE CORNER PLAZA TRACT � h _ -* -. / k°J Plat Record 13-69 SUBDIVISION X11 ,' / . �w / CH = 520.17'53'W :4 : R = 1362.4II •s > L = 87.66' r CL — 87.65' SMALL SHOPS l I'iEiL±;.�OD3 24.82' '� % ICEE CORNER PLAZA N67.53'36'W Plot Record 13-69 N8753'3} 'wNNE CORNER / 15.79'f TRACT 5 SMALL SHOPS // 2' HARSO--CO PLACE ADD. TRACT / / Q lee - / Plot Record 8-123 SCALES 1' = 40 � Basis of Bearings: { / /// ,, ' / +� / / / c. , / Based on the AHTD / / !2` / / / Job 040518 / / `4 / ,� �/ ^ / f ! Coordinate System !�" L E G E N D / Permanent Utility Easement Temporary Construction Easement •--- Corner of Permanent Utility Easement -- - - — Existing Utility Easement Line 765-19464-000 — Tax Parcel Number PUE — Permanent Utility Easement 96-68902 — Deed Record TOE — Temporary Construction Easement r Property Owner : WTRS. LLC Project Name : CIl Y OF Drawn icy : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation No. Revisions Date FAYETTEVILLIs Date: March 2012 Scale : 1" 40' Water & Sewer Department Project No. 112118 AHTD Tract No. 13 Tract No. 8 Hwy 265 North Utility Relocations Parcel No. 765-19465.000 Tract No. 9 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT HWY 265, LLC, an Arkansas limited liability company, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to wit: PROPERTY DESCRIPTION: (Deed Ref. 2009-00004494) Lot 4, Kee Corder Plaza Subdivision, to the City of Fayetteville, as shown on plat of record in plat book 8 at page 123 and plat book 13 at page 69, Washington County, Arkansas, and being a replat of a part of Tract 4, Herb -Co Place Subdivision, to the City of Fayetteville, Washington County, Arkansas. Subject to easements, right-of-ways, and protective covenants of record, if any. Subject to all prior mineral reservations and oil and gas leases. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00029351, containing 0.09 acres or 3,838 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of Lot 4, Kee Comer Plaza Subdivision, to the City of Fayetteville, Washington County, Arkansas, being more particularly defined as follows: A twenty (20) foot permanent utility easement of equal and uniform width located within property described in Deed Record 2009-4494, said easement being adjacent to the West line of the new proposed right-of-way of Highway 265. This permanent utility easement is shown and dimensioned on the attached Exhibit °A' Map and contains 2,700 square feet (0.06 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along the West side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 1,438 square feet (0.03 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. WATER/SEWER EASEMENT Page 2 of 2 It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the day of 2012. HWY 265, LLC By: (Please print or type Name and Title] 7ln b ATTEST: s •Ii1'I;1 rrr,ltP ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WASHINGTON BE IT REMEMBERED, that on this date, before the updersigr�ed, a duly commissioned and acting Notary Public within and for said County and State, personally appeared MMAtushh P1dti and , to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the r- and , respectively, of HWY 265, LLC, an Arkansas limited liability company, and are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this ).5 day of , 2012. MY COMMISSION EXPIRES: -7-1Notary Public OFFICIAL SEAL. NATHAN W GEORGE NOTARY PUBLIC . ARKANSAS WASHINGTON COUNTY COMMISSION # 12379184 COMMISSION EXP. JULY 1.2020 PUE - 2.700 S4. FT. (0.06 AC.) TCE — 1,438 SO. FT. (0.03 AC.) UTILITY EASEMENT PLAT — _ k TRACT MAP NO. 9 c>0, - CE•. ! EXHIBIT "A" ' EX. 25' tJ.E. R/W--7.—� _._— S$7°55'3I'E EX, R/W LINE ZION ROAD S87.55'31'E 29.05' EX, R/W LINE EX. 20' U.E Basis of Bearings: fig• Based on the AHTD TRACT�Sp" Job 040518 1. Coordinate System d". a �t 4T Hwy 265 LLC z KEE CORNER PLAZA SUBDIVISION LOT 3 KEE CORNER PLAZA SCALE SUBDIVISION 1' = 40' N86.3304'V 19,36' / / TRACT / c/ // L E G E N D Permanent Utility Easement • — Comer of Permanent Utility Easement 765-19465-000 — Tax Parcel Number 2009-04494 — Deed Record f �7" p I CH = 516.03'47'W R = 1368.40' L = 35.13' CL = 35.13' ti 10 4 •' N86.33'04'W 22.26' SE CORNER LOT 4 KEE CORNER PLAZA Plot Record 13-69 Temporary Construction Easement — -- Existing Utility Easement Line PUE — Permanent Utility Easement TCE — Temporary Construction Easement CITY OF Property Owner HWY 265, LLC Project Name: ya V r�T r r r y� Drown by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation i`AYE l E I jLLi�r Date: March 2012 Scale : 1" w 40' No Revisions Date Water & Sewer Department Project No. 112118 AHTD Tract No. 14 Tract No. 9 Hwy 265 North Utility Relocations Parcel No 765-13224-000 Tract No. 12 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT GAP Family LLC, an Arkansas Limited Liability Company, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2011-00030014) ! lily 1111111 i�l� � illll ill[ If�l ill lei lilll lil�� Nllil � Doc ID: 014624990003 Type: REL Kind: EASEMENT Recorded06/05/2012 at 02;04:08 PM Fee Amt: $25.00 Pace I of 3 Nashinaton County. AR Bette]Stamos Circuit Clerk File2O12-00015989 Part of the Southwest Quarter (SW'/4) of the Southwest Quarter (SW'/4) and part of the Northwest Quarter (NW%) of the Southwest Quarter (SWY4) all in Section 19, Township 17 North, Range 29 West, being more particularly described as follows, to wit Beginning at the Northeast corner of the Southwest Quarter (SW%) of the Southwest Quarter (SWY4) of said Section 19, and running thence West 170 feet for a Point of Beginning; thence South 00`23' West 318 feet; thence West 325.01 feet to the right-of-way of State Highway 265; thence along said right-of-way North 25`14' East 165.09 feet; thence North 24°29' East 185.41 feet thence leaving said right-of-way and running thence East 179.68 feet to the Point of Beginning. PERMANENT EASEMENT DESCRIPTION: Part of the Southwest Quarter (SW%) of the Southwest Quarter (SW%) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows: A 10 foot by 40 foot permanent utility easement located within property described in Deed Record 2011-30014, said easement being adjacent to the East line of an existing twenty (20) foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 400 square feet (0.01 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A fifteen (15) foot temporary construction and grading easement of equal and uniform width located along the East side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 600 square feet (0.01 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. WATER/SEWER EASEMENT Page 2 of 2 it is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the day of , 2012. GAP By: _ g --Z,_ [Please print or type Name and Title] ATTEST: [Please print or type Name and Title] ACKNOWLEDGMENT STATE OF ARKANSAS } ss. COUNTY OF �' } BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared t and to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the aid lkuln P'" , respectively, of GAP Family LLC, an Arkansas Limited Liability Company, nd are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this_ day of d 1, 2012• MY COMMISSION EXPIRES: HOLLY F. JONES MY COMMISSION #12365157 +mac, EXPIRES.Inlay 1o16 Notary Pu Land Line / UTILITY EASEMENT PLAT TRACT MAP NO. 12 EXHIBIT "A" I4 4j PUE - 400 SQ. FT. (0.01 AC.) TCE — 600 SQ. FT. (0.01 AC.) NE CORNER SW1%4 W1 IA q l 19-17-29 SECTION 19 / ALSO A / 50' OZARKS EASEMENT ( 800 119 j N87'48'22'W 325 n � � '�' iI. TRACT 12 /• �^ Gap Family, LLC i LEGEND Permanent Utility Easement • Corner of Permanent Utility Easement 765-13224-000 — Tax Parcel Number 2011-30014 — Deed Record SCALE, 1' = 40' Basis of Bearings; Based on the AHTD Job 040518 Coordinate System Temporary Construction Easement -- — —» ---- Existing Utility Easement Line PUE — Permanent Utility Easement TCE — Temporary Construction Easement CITY Property Owner ; Gap Family, LLC Project Name : y� y�l aOF r �r Drawn by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation PAY TTEVIZ Date: March 2012 Scale : 1" = 40' No Revisions Date Water & Sewer Department Project No. 112118 AHTD Tract No. — None Tract No. 12 Hwy 265 North Utility Relocations Parcel No. 765-13224-©02 Tract No. 13 WATERISEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT Benjamin Randall Oates, Trustee of the Benjamin Randall Oates Revocable Trust dated October 30, 2009, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2011-000219200) A part of the Northwest Quarter (NW'/4) of the Southwest Quarter (SW%4) in Section 19, Township 17 North, Range 29 West, being more particularly described as follows, to -wit: Beginning at the Southeast comer of said forty acre tract and running thence West 349.68 feet to the East right-of-way of Highway 265; thence along said right of way North 24'29' East 215.94 feet; thence North 15°21' East 116.86 feet; thence North 32°50 East 168.32 feet; thence North 24°07' East 111.78 feet; thence North 18°45' East 109.64 feet; thence North 14°40' East 125.60 feet; thence North 09°57' East 121.70 feet; thence North 04°29' East 143.45 feet; thence leaving said right of way South 00°23West 1040.09 feet to the point of beginning, containing 3.29 acres, more or less. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00026606, containing 0.02 acres or 863 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of the Northwest Quarter (NW%) of the Southwest Quarter (SW%) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Record 2011-219200, said easement being adjacent to the East line of an existing twenty (20) foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 833 square feet (0.02 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along the East side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 1,096 square feet (0.03 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. WATER/SEWER EASEMENT Page 2 of 2 The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. Ali covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the 1day of _/111 bt) .2012. Benjamin Randall Oates Revocable Trust dated October 30, 2009 1 n �4)�If1 4 �f 1 } I� Fh, Iti. W�W fit - T3 I L 8enJajiRandall 0i , Trust�e ACKNOWLEDGMENT STATE OF ARKANSAS $5. COUNTY OF WASHINGTON BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared Benjamin Randall Oates, Trustee of the Benjamin Randall Oates Revocable Trust dated October 30, 2009, to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal an this �4 day of w'K, 2012. MY COMMISSION EXPIRES: rvn1r1 •' Notary Public v Ark C y. Noto " 3iitttt4 MY Comp— `" S ti:: n 3':hr3a .4d 1 TRACT j r ® / ! 2a, 1 UTILITY EASEMENT PLAT TRACT MAP NO. 13 EXHIBIT ii It/ / /i/4/ / / I /�jJ •'\ CH = N 2357'23' E !° 7ih 2.40' u] 40' �°fri 6.06` • y im = : TRACT I / 13 z ti ra Lm7ad line D `L N8748'22W 60.18' PUE — 833 SQ. FT. (0.02 AC.) TCE — 1.096 SQ. FT. (0.03 AC.) CH=S8'O7'45'E R = 80.00' L = 23.59' CL = 23,51' LEGEND SCALE' 1* = 40' vU Basis of Bearings: f Based on the AHTD Job O4O518 Coordinate System I SE CORNER NW1 /4, SWI /4 SECTION 19 .--4-. T -17-N, R -29-W Permanent Utility Easement Temporary Construction Easement • — Corner of Permanent Utility Easement — — • — Existing Utility Easement Line 765-13224-002 Tax Parcel Number PUE — Permanent Utility Easement 2011-19200 — Deed Record TCE — Temporary Construction Easement CITY OF Property Owner : Benjamin Randall Oates Project Name : LeIT l L��►�7 Drawn by : McClelland Consulting Engineers [!Hwy 265 W/S Line Relocation FA l J5 L 7'r Ill�L Date: March 2O12 Scale : 1" s 4O' No. Revisions Date Water & Sewer Department Project No. 112118 AHTD Tract No. 15 Tract No. 13 Hwy 265 North Utility Relocations Parcel No. 765-13219-0oo Tract No. 15 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT David Malcolm McNair Jr., Trustee of the David Malcolm McNair Jr. Exempt Trust and the Lucy McNair Jones Exempt Trust, General Partners of ECT Farmland, LLLP, an Arkansas Limited Liability Limited Partnership, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2010-00023814) Beginning at the Northeast corner of the Northeast Quarter (NE%) of the Southwest Quarter (SW%) of Section Nineteen (19), Township Seventeen (17) North, Range Twenty-nine (29) West, thence West 1288.22 feet; thence South 00 degrees 47 minutes West 624.36 feet; thence East 383.56 feet; thence South 00 degrees 49 minutes East 200 feet; thence East 915.92 feet; thence North 00 degrees 22 minutes West 824.36 feet to the point of beginning, and containing 22.76 acres, more or less, all in Washington County, Arkansas. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00029336, containing 0.32 acres or 13,898 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of the Northeast Quarter (NE'/4) of the Southwest Quarter (SW%) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows- A permanent utility easement of variable width located within property described in Deed Record 2010-23814, said easement being adjacent to the East line of an existing fifteen (15) foot utility easement and the East line of the new proposed right-of-way of Highway 265. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 10,184 square feet (0.23 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot and twenty (20) foot temporary construction and grading easement of equal and uniform width located along the East side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 7,285 square feet (0.17 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. it is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. WATERISEWER EASEMENT Page 2 of 2 The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the 22 Iay of 2012. ECT Farmland, LLLP, an Arkansas Limited Liability Limited Partnership David Malcolm McNair Jr. Exempt Trust General Partner By; David Malcolm McNair Jr.. Trus ee STATE OF ARKANSAS COUNTY OF WASHINGTON Lucy McNair Jones Exempt Trust General Partner By:OAfl4IAS&. David Malcolm McNair Jr., Trustee ACKNOWLEDGMENT ss. BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared David Malcolm McNair Jr., Trustee of the David Malcolm McNair Jr. Exempt Trust and the Lucy McNair Jones Exempt Trust, General Partners of ECT Farmland, LLLP, an Arkansas Limited Liability Limited Partnership, to me well known as the person who executed the foregoing document, and who stated and acknowledged that he had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this 2ri day of / ' y' , 2012 MY COMMISSION EXPIRES: - v Notary ublic SPENCER L. KIRKLANO ��•" ann r + W COMMISSION #12383571 EXPIRES: August 15, 2021 Washinglon County PUE -- 10,184 SQ. FT. (0.23 AC.) TCE -- 7.285 SQ. FT. (0.17 AC.) RANDAL PLACE U1ILITY EASEMENT PLAT TRACT MAP NO. 15 EXHIBIT 'A" I u S88`� 19'53'E II H 148.73' II I k Pur i4 N87.14'3©'kw Landline { 33.87' I:;" I NW CORNER NE7/4, SWt/a I I''> i:_ I € SEC110N 19 I 1.. , T -17—N. R -29—W I I I r IC I f I� I I I� L, f W !11.' u.. • III I•��^� ill b I j orr ` I 131 I t"If..-- < — I I , U I I I I I Iwrl`'{ r �r�1 ,Is w � 1='j I p1 1 LEGENC Permanent Utility Easement � — Corner of Permanent Utility Easement 765-13219-000 — Tax Parcel Number 2011-23814 — Deed Record MAP 1OF2 S8819'53'E NE CORNER 25.00' NE1/4, SNr1/4 tiJ -- - EX. 20' U.E. N8819'53W 1229.13' n • N88'19'53'W 18.90' I.,- 4,0 1LLi NESW 19-17-29 SCALES 1' = 50' Basis of Bear€ngs: Based on the AHTD Job 040518 Coordinate System Cu TRACT ECT 3 FARMLAND, M rna LLLP - N Ui 6F SEE Map z 1 Temporary Construction Easement — — — — — Existing Utility Easement Line PUE — Permanent Utility Easement TCE — Temporary Construction Easement CITY n� Property Owner : ECT FARMLAND, LLLP Project Name : �re1�r� O r r �s Drawn by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation FA L l l EVIL.L,L3 Date: March 2012 Scale : 1' = 50' No. Revisions Date Water & Sewer Deportment Project No. 112118 AHTD Tract No. 19 Tract No. 15 MAP 2 OF 2 LJ1 t it f, t f f 11?' tai f f i f ZION ROAD 5 / UTILITY EASEMENT PLAT PUE - 10.184 SQ. FT. (0.23 AC.) TRACT MAP NO. 15 TsEE MAP I J TCE 7,285 SQ. FT. (0.17 AC.) EXHIBIT AN tq l r .:::::I NW CORNER Jf NE1 /4. SWI /4 SECTION 19 T -17-N, R -29-W ! 1 � ::: :: � !� N . rn_::I W I cU j2Ii Ui 0 i' N ai I SCALE, 1 = 50' Basis of Bearings: Based on the AHTD Job 040518 Coordinate System NO. DIRECTION DISTANCE Li N 2127'54' E 82.64' L2 N 01'44'13' E 2x.80' L3 N 8733'30' W 11.09' L4 N 2240'42' E 57.13' L5 S 88°15'47' E 15.00' L5 S 01'44'13' W 15.83' 11 j.k N8745'45'W " N87.45'a5•w 7.70' TRACT TRACT 15 ECT FARMLAND, LLLP NESW 19-17-29 a' LEGEND Permanent Utility Easement Temporary Construction Easement ♦ Corner o€ Permanent Utility Easement -- — - — — • —^ Existing Utility Easement Line 765-13219-000 -- Tax Parcel Number PUE -- Permanent Utility Easement 2011-23814 — Deed Record TCE — Temporary Construction Easement Project Name CI?' OF Property Owner : Elizabeth Carol Thomas Ar Hwy 265 S Line Relocation ran OF r Drawn by : McClelland Consulting Engineers Ar Revisions Date FAYT T E iaLLE Date: March 2012 Scale : 1- = 50• Tract No. 15 Water & Sewer Department Project No. 112118 AHTD Tract No. 19 Hwy 5 North kilty Parcel 6No. 765-13213-002 Parcel Parcel No 765-13213-001 Tract No. 18 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: • THAT David E. Jurgens, an unmarried person, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1,00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe tine or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2010-00030392) A part of the SW% of the NWY4 of Section 19, Township 17 North, Range 29 West of the 5`h Principal Meridian, Washington County, Arkansas, being more particularly described as follows: Beginning at the NW corner of said 40 acre tract, said point being an existing aluminum capped %" iron rebar; thence S 87'3614" E, 1357.98 feet to the Northeast corner of said 40 acre tract, said point lying East of the East right-of-way line of Crossover Road (Arkansas Highway #265) and from which a 1/" reference iron on the West right-of-way line of said road bears N 87°36'14" W, 114.11 feet; thence S 02°45'38" W, 376.00 feet along the East line of said 40 acre tract to a point from which a 1/2" reference iron set on the West right-of-way line of said road bears N 87'36'15" W, 104.14 feet; thence leaving the East line of said 40 acre tract, N 87°36'15" W, 1355.99 feet to an existing'/" iron rebar on the West line of said 40 acre tract; thence N 02°27'27" E, 376.00 feet to the point of beginning, containing 11.71 acres, more or less. The above described 11.71 acre tract being subject to the right-of-way of Crossover Road (Arkansas Highway #265) along the entire East boundary and any other easements and/or rights -of -way whether or not of record. LESS AND EXCEPT: That highway right-of-way as deeded to the Arkansas State Highway Commission in Deed Ref. 2011-00026609, containing 0.13 acres or 5,839 square feet, more or less, and being a part of AHTD Job No. 040518. PERMANENT EASEMENT DESCRIPTION: Part of the Southwest Quarter (SWY4) of the Northwest Quarter (NW%<) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Record 2010-30392, said easement being adjacent to the existing West right-of-way line of Highway 265. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 7,979 square feet (0.18 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A ten (10) foot temporary construction and grading easement of equal and uniform width located along the West side of the above permanent water/sewer easement as shown on the attached Exhibit "A" Map. This temporary construction and grading easement contains 3,772 square feet (0.09 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction' and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. WATER/SEWER EASEMENT Page 2 of 2 The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the i day of r, 2012. � N avid E_ a ens (spouse) ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WASHIN F9N EXx ttrr BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared David E. Jurgens and NJ , to me well known as the person(s) who executed the foregoing document, and who stated and acknowledged that he/they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this day of _fliLi4j 2012• MY COMMISSION EXPIRES: ;g;ncn F. JONESSON 12385157 : May 1,2018Notary P IC ty UTILITY EASEMENT PLAT PUE - 7.979 SO. FT. (0.18 AC.) TRACT MAP NO. 18 TCE - 3,772 SO. FT. (0.O9 AC.) "A" NENV 19-17-29 EXHIBIT � � 1 \\ \I W ! I i !v t +� , i t "° v I,/ �Qy ; TRACT City of Fayetteville ', + ' 4' I I a° �',. 22 TRACT i9 %; � Fti n IWI II ` NWNW ,l I I' U t 1E OORNER 19-17-29 i ; I o II SWI/4, idwl/4 S88`12'42'E ' , ii 7 R 2s -w 20.Ot1' 'l.� i € I i ( N88•12'42 -W II i� F Laced dine € 95.53' David E. Jurgens :: => TRACT o o��' �•::�:;• �::::;: < . I � I i..! 22 SWNV 19-17-29 OD y m �' i. I � s:� n I! ::�:: M , t dr"-!UMEW TRACT �:: sue, '" PARCEL �SNE C `% I I F • �.:_=;::a E• f Puy I I i SCALE, 1' = 100' I I I Basis of Bearings: David E. Jurgens �,€ . r j.::: Based b on the AHTD JoD�D518 ! tic.::::;:;::; I i Coordinate System N88°1244'W N88.12'44W I . I 33.50' I I� •W SwNw N EI 19-17-29 13.5 AODiTIONAL DEDICATED R/W "'1 ( 2010-13486 ) i € L E G E ND I ';Ii I I I SENW j VIP I 19-17-29 �I z I I TRACT II I�ij i Ii R) i Permanent Utility Easement Temporary Construction Easement • — Comer of Permanent Utility Easement --- — - — — - — Existing Utility Easement Line 765-13213-001 & 765-13213-002 — Tax Parcel Numbers PUE — Permanent Utility Easement 2010-30392 --- Deed Record ICE — Temporary Construction Easement CITY OF Property Owner : David E. Jurgens Project Name : r prawn by : McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation FAY v ET �r�ry� VILLE Date: March 2012 J Scale : t" = 100' Na' Revisions I Date Water & Sewer Department Project No. 112118 AHTD Tract No. 27 E. Side Hwy Tract No. KM 265 North Utility Relocations Parcel No. 765-13249-001 Tract No. 21 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT Johnny A. Kesner and Janet R. Kesner, Co -Trustees of the Johnny A. Kesner and Janet R. Kesner Revocable Trust ultld September 26, 2002, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2002-145736, first description) Dcc to: 014626000003 Type: REL Kind: EASEMENT Recorded: 06/05/2012 at 02:04:39 PM Fee Amt: $25.00 Page 1 of 3 Washington County. AR Bette Stamps Circuit Clerk File2012-00015990 A part of the SE¼ of the NW% and a part of the SWY of the NWY4 of Section 19, T -17-N, R -29-W, described as beginning at a point which is S 00°21'03" W 659.99 feet from the NE corner of said SE% of the NW%; thence S 0°21'03" W 27.77 feet; thence along an agreed boundary line N 89°45'41" W 621.58 feet; thence N 0°2103" E 20.00 feet; thence N 89°45'41" W 698.15 feet; thence along the East right-of-way of Arkansas Highway No. 265, N 0°54'45" W 432.28 feet; thence along a fence S 66°26'14" E 522.31 feet; thence N 21°54'44" E 245.30 feet; thence along a fence, S 41°17'02" E 188.73 feet; thence S 64°12'58" E 207.63 feet; thence N 84°05'45" E 57.35 feet; thence S 71°19'41" E 235.71 feet; thence S 52°43'31" E 74.25 feet; thence S 51°43'42" E 80.23 feet; thence S 43°35'59" E 35.87 feet; thence S 33°51'45" E 31.79 feet to the point of beginning, containing 8.43 acres, more or less, Fayetteville, Washington County, Arkansas. PERMANENT EASEMENT DESCRIPTION: Part of the Southeast Quarter (SEA) of the Northwest Quarter (NWY4) of Section 19, Township 17 North, Range 29 West, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within property described in Deed Record 2002-145736, said easement being adjacent to the East line of an existing 20 foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 9,116 square feet (0.21 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WATER/SEWER EASEMENT Page 2 of 2 WITNESS the execution hereof on this the Johnny A. Kesner and Janet R. Kesner nny A. ner, Co- rustee ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF 6144NG1QN BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared Johnny A. Kesner and Janet R. Kesner, Co -Trustees of the Johnny A. Kesner and Janet R. Kesner Revocable Trust ultld September 26, 2002, to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this I 1 day of i / , 2012 MY COMMISSION EXPIRES: YF. JpES MYCOMMISSrON 1236l57 r��"" R""�°- EXPIRES: Me I3eilGon C un �18 ckh/L 1Jo Notary P c { ; UTILITY EASEMENT PLAT TRACT MAP NO. 21 r j ; EXHIBIT "A" TRACT NW CORNER € i ht SE1/4, NWI/4 I i SECTION 19 i i �+ SCALED 1' = 100' Basis of Bearings: Based on the AHTD Job 040518 Coordinate System DETAIL ONE Ss4. COOS W -w—PUE t/1 z vMrry M ~ ti DETAIL TWO LII 111.11 4a.' i. LDETAILP i l I = t lrJ l f itn' Li ! r1 I I N � f E I,w I N �Q4 i I I I ii ii ( I I i i I i Ii I 11 SEE I XTAIL I iwq k.H fij I TRACT i ! JJ I I • I�� J � • LLJI I 1 6 oD CU M II PUE — 9,116 SQ. FT. (0.21 AC.) TCE— ( NONE ) ENLARGED AREA NOT TO SCALE 3 sg41 - CD �o M ' I m r� ~ i s ;� � :;M •/�r4 �To £ 1 John & Janet 3 I(esner Revocable Trust In TRACT 21 • V1 N87.27'52'W - 30,27' ' TRACT UE. I M m FUNERAL HOME 20 1 `i i LEGEND Permanent Utility Easement t-:•:•:-:-:-::-::-:--:-i Temporary Construction Easement • Corner of Permanent Utility Easement — — — --- — Existing Utility Easement Line 765-13209-001 — Tax Parcel Number PUE -- Permanent Utility Easement 2002-145736 -- Deed Record TCE Temporary Construction Easement CITY VF Property Owner : John & Janet Keener Revoc Trust Project Name : �/�1r �(F r �r Drawn by; McClelland Consulting Engineers Ar Hwy 265 W/S Line Relocation PAY ffEff �i7r Date: March 2012 Scale : 1" = 1p0L No.1 Revisions foote Woter & Sewer Department Project No. 112118 AHTD Tract No. 24 Tract No. 21 Hwy 265 North Utility Relocations Parcel No. 765-22358-000 Tract No. 23 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT James J. Griggs, Jr. and Phyllis M. Griggs, husband and wife, hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement and a temporary construction and grading easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe fine or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 2005-00040530) Lot 119, Stonewood Subdivision to the City of Fayetteville, Arkansas, as per plat on file in the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. Subject to rights -of -way, easements, restrictive covenants and other restrictions of record, if any. PERMANENT EASEMENT DESCRIPTION: Part of Lot 119, Stonewood Subdivision, to the City of Fayetteville, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement located within the Southwest corner of property described in Deed Record 2005-40530, said easement being adjacent to the West lot line and to the North line of an existing 20 foot utility easement. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 383 square feet (0.01 acres), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A fifteen (15) foot temporary construction and grading easement of equal and uniform width located along the East side of the above permanent water/sewer easement as shown on the attached Exhibit "All Map. This temporary construction and grading easement contains 1,010 square feet (0.02 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. This temporary construction and grading easement as conditioned above, shall terminate when the hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. It is expressly understood that the above temporary construction and grading easement shall exclude any permanent structure presently located within said temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WATER/SEWER EASEMENT Page 2 of 2 WITNESS the execution hereof on this the (7f'k day of i1 nl 6 2012. James , 4/ STATE OF ARKANSAS COUNTY OF WASHINGTON r � >s. Phyllis . Griggs ACKNOWLEDGMENT ss. BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared James J. Griggs, Jr. and Phyllis M. Griggs, husband and wife, to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this day of E , 2012. MY COMMISSION EXPIRES: JILL S. GODURr+MY u EXP1R COMMISSIONS tember 8, 2017 5p Public PUE - 383 SQ. FT. (0.01 AC.) TCE - 1.010 SQ. FT. (0.02 AC.) IIzi �� tl Co N 5 h 4i N "C W UTILITY EASEMENT PLAT TRACT MAP NO. 23 EXHIBIT "A" 1ILi LOT TRACT II! ,! 1 z4 I I .' [ . SEWAGE 1 EDGE A"A 1 PUE I TRACT ≥:\: /D ! a°, / \Q// / LOT / 80 EX. 1sU.E. NW CORNER 1t Io'' LOT 119 STONEWOOD SUBO. i ti2 Plat Record 17-73 TRACT James, Jr & Phyllis Griggs ::: tU LOT = z 119 STONEWOOD SUBDIVISION LJ W i LEGEND Permanent Utility Easement Corner of Permanent Utility Easement 785-22358.000 -- Tax Parcel Number 2005-40530 — Dead Record PUE — TCE — e ?pr G TRACT $67+5S. Q 7oF Temporary Construction Easement Existing Utility Easement Line Permanent Utility Easement Temporary Construction Easement Property Owner : James. Jr. & Phyllis Griggs Project Nome : CITY OF Ar Hwy 265 W/S Line Relocation YE r� EVIL y� Drawn by : McClelland Consulting Engineers Na Revisions Dote FA l l3 T EV LLi1r Date: March 2012 Seale : 1" = 40' Water & Sewer Department Project No. 112118 AHTD Tract No. — None Tract No. 23 Hwy 265 North Utility Relocations Parcel No. 765-22359-000 Tract No. 26 WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT Dunnerstock Development, Inc., hereinafter called GRANTOR, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby GRANT, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a permanent easement to construct, lay, remove, relay, inspect, enlarge and/or operate a water and/or sanitary sewer pipe line or lines, manholes, and appurtenances thereto, on, over, across, and under the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: (Deed Ref. 99-64616 and Plat 17-73) Common Area of Stonewood Subdivision to the City of Fayetteville, Arkansas, as per the recorded plat on file in the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. PERMANENT EASEMENT DESCRIPTION: Part of the Common Area, Stonewood Subdivision,. to the City of Fayetteville, Washington County, Arkansas, being more particularly defined as follows: A permanent utility easement of variable width located within the property described in Deed Record 99-64616 and shown on Plat 17-73, said easement being adjacent to the East line of the new proposed right-of-way of Highway 265. This permanent utility easement is shown and dimensioned on the attached Exhibit "A" Map and contains 938 square feet (0.02 acres), more or less. Together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment of the rights herein granted. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe line or lines, manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. The said Grantor is to fully use and enjoy the said premises except for the purposes hereinbefore granted to the said Grantee, which hereby agrees to bury all pipes, where feasible, to a sufficient depth so as not to interfere with cultivation of soil, and that manholes will be constructed flush with the surface of the ground except in bottom lands where they shall be at a height above high water. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional pipe lines upon the above described easement at any time in the future and agrees to pay any damages as a result of such future construction as set out in this easement. The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. WITNESS the execution hereof on this the ZQ day of 2012. Dunnerstock Devvopmept, Inc. By: ATTEST: [Please print or N(� [Please print or type Name and Title] WATER/SEWER EASEMENT Page 2 of 2 ACKNOWLEDGMENT STATE OF ARKANSAS ) ss. COUNTY OF VfAsHtN TeN � -+ ) BE IT REMEMBERED, that on this date, before the ndersigned, a duly commissioned and acting Notary Public within and for said County and State, personally appeared AA -k and ,.J J# , to me well own as the persons who executed the foregoing document, and who stated and acknowledged that they are the Ate L t +- and lJ Q E , respectively, of Dunnerstock Development, Inc., and are duly authorized in their respective capacities to execute the foregoing instrument for and in the name and behalf of said company, and further stated and acknowledged that they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and sea[ on this 22' day of , 2012. MY COMMISSION EXPIRES: Notary fIaLYF.JONES wcrnv j# MY Jj57 unty NW CORNER NE1/4. NW1/4 SECTION 19 T -17—N. R -29—W UTILITY EASEMENT PLAT PUE — 938 SQ. FT. (0.02 AC.) TRACT MAP NO. 26 TCE — ( None ) EXHIBIT `A* NOTE = THIS PUE IS LOT ENTIRELY WITHIN A !STONEWOOD SUBD. II 11 ` S COMMON AREA pI i I S 11 Lot ii�re SCALES 11 = 40' Basis of Bearings: Based on the AHTD Job 040518 Coordinate System TRACT I @— Dunnerstock Development, LLC al C in 0 Cu \ ,c' \ LOT \ \L\\ %\\ G \ STONE WOOD \ \ 'y -A SUBDIVISION ` Plat Record •17--73 jl vs 1 \ >t 1� "1 -7 i \ ' BTIO'24E 55.71' 11 LQT 3 N87.1©'24'w `r 2.77' HEARTHSTONE DRIVE LEGEND Permanent Utility Easement Temporary Construction Easement • — Corner of Permanent Utility Easement --- — — Existing Utility Easement Line 765.22359-000 — Tax Parcel Number PUE — Permanent Utility Easement 9964616-17 — Deed Record TCE — Temporary Construction Easement Cray Property Owner : Dunnerstock Development, LLC Project Name : 1l j Drawn by : McClelland Consulting Engineers Ar Hwy 265 W/S Une Relocation FAYETTEVILLE Date: March 2012 Scale : 1" = 40' No.1 Revisions I Dote Water & Sewer Department Project No. 112118 AHTD Tract No. 30 Tract No. 26 SECTION 0101.4 PROTECTION OF THE ENVIRONMENT PART1 GENERAL 1.01 WORK AREAS A. The Contractor shall maintain all work areas within and outside the project boundaries free from environmental pollution which would be in violation to any federal, state, or local regulations. 1.02 PROTECTION OF TREES A. . The numerous large trees and ornamental trees along the pipeline route shall be protected to the maximum extent possible. If it becomes apparent that the planned pipe route will result in damage to specific trees, and alternate routes may be possible that would minimize damages, advise the Engineer to determine if route adjustments can be made. 1.03 PROTECTION OF SEWERS A. Take adequate measures to prevent the impairment of the operation of the existing sewer system. Prevent construction material, pavement, concrete, earth, or other debris from entering a sewer or sewerage structure. 1.04 PROTECTION OF WATERWAYS A. The Contractor shall observe the rules and regulations of the State of Arkansas and agencies of the United States Government prohibiting the pollution of stream or river waters by dumping of any refuse, rubbish, or debris therein. B. The Contractor shall be responsible for providing an approved method which will handle, carry through, or divert around his work all flows, including storm flows so as to prevent flooding damage to the property. 1.05 MAINTENANCE OF SEWAGE FLOW IN EXISTING LINES A. The Contractor shall be required to install temporary piping, temporary pump station, or other facilities as necessary to maintain sewage flow in areas where the construction activities would otherwise lead to raw sewage discharge. 1.06 DEWATERING A. The Contractor shall construct, maintain, and operate all channels, flume drain, sumps, pumps, and/or other temporary diversion and protection works, shall furnish all materials required therefore, and shall furnish, install, maintain, and operate all necessary pumping and other equipment for the environmentally -safe removal and disposal of water from the various parts of the work. FY 112118 Crossover Road Water & Sewer — Phase II Section 01014 - 1 1.07 1.08 1.09 1.10 PROTECTION OF AIR QUALITY A. Trash burning will not be permitted on the construction site. B. If temporary heating devices are necessary for protection of the work, such devices shall be of an approved type that will not cause pollution of the air. CONSTRUCTION NOISE CONTROL A. The Contractor shall conduct all his work, use appropriate construction methods and equipment, and furnish and install acoustical barriers, all as necessary so that no noise emanating from the process or any related tool or equipment will exceed legal noise levels. NIGHTTIME WORK A. If the Contractor desires to perform any work between the hours of 6 P.M. and 7 A.M., he shall obtain approval of the Engineer and all necessary permits from the appropriate agencies and make all necessary arrangements prior to commencing. EROSION CONTROL A. The Contractor shall take steps to insure that excess erosion does not occur during the construction process or during the period between the rough cleanup and the time when a grass stand is established. Areas subject to erosion shall be protected with hay bales, by spreading hay over the area, by temporary seeding, or by utilizing other methods deemed appropriate by the Contractor. At points where lines cross creeks, the potential for erosion of the backfilled creek bank shall be reduced by spreading rip -rap over the affected area. Erosion control procedures shall also conform to SECTION 02150, STORM WATER POLLUTION PREVENTION, and to the attached Storm Water Pollution Prevention Plan. 1.11 PAYMENT PART 2 PART 3 Payment for the work in this section will be included as part of the applicable unit price bid amounts stated in the Proposal. PRODUCTS Not Used. EXECUTION Not Used. END OF SECTION FY 112118 Crossover Road Water & Sewer— Phase 11 Section 01014 - 2 SECTION 01016 SAFETY REQUIREMENTS AND PROTECTION OF PROPERTY PARTI GENERAL 1.01 CONTRACTOR'S RESPONSIBILITY FOR SAFETY A. The Contractor shall do whatever work is necessary for safety and be solely and completely responsible for conditions of the jobsite, including safety of all persons (including employees) and property during the Contract period. This requirement shall apply continuously and not be limited to normal working hours. 1.02 FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS A. Safety provisions shall conform to the Federal and State Department of Labor Occupational Safety Health Act (OSHA), and all other applicable federal, state, county, and local laws, ordinances, codes, the requirements set forth herein, and any regulations that may be specified in other parts of these Contract Documents. Where any of these are in conflict, the more stringent requirements shall be followed. The Contractor's failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth therein. B. The Contractor shall comply with trench safety regulations appended hereto, and to the Fayetteville Standard Specifications for Sewers, Section 2000, Trench Safety. 1.03 SAFE ACCESS BY FEDERAL, STATE, AND LOCAL GOVERNMENT OFFICIALS A. The Contractor shall at all times provide proper facilities for safe access to the work by authorized government officials. 1.04 CONSTRUCTION SAFETY PROGRAM A. The Contractor shall develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. B. The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of the Contractor's safety supervisors, the safety program, or any safety measures taken in, on, or near the construction site. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 01016 - I 1.05 SAFETY EQUIPMENT A. The Contractor, as part of his safety program, shall maintain at his office or other well-known place at the jobsite, safety equipment applicable to the work as prescribed by the governing safety authorities, all articles necessary for giving first -aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of any person who may be injured on the jobsite. B. The performance of all work and all completed construction, particularly with respect to ladders, platforms, structure openings, scaffolding, shoring, lagging, machinery guards and the like, shall be in accordance with the applicable governing safety authorities. C. During construction, the Contractor shall construct and at all times maintain satisfactory and substantial temporary chain link fencing, solid fencing, railing, barricades or steel plates, as applicable, at all openings, obstructions, or other hazards in sidewalks, floors, roofs, walkways, parking areas and driveways. All such barriers shall have adequate warning lights as necessary, or required, for safety. 1.06 ACCIDENT REPORTS A. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to the Engineer. In addition, the Contractor must promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to, the site, giving full details and statements of witnesses. B. If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. 1.07 TRAFFIC SAFETY AND ACCESS TO PROPERTY A. Comply with all rules and regulations of the city, state, and county authorities regarding closing or restricting the use of public streets or highways. No public or private road shall be closed, except by express permission of the Owner. Conduct the work so as to assure the least possible obstruction to traffic and normal commercial pursuits. Protect all obstructions within traveled roadways by installing approved signs, barricades, and lights where necessary for the safety of the public. The convenience of the general public and residents adjacent to the project, and the protection of persons and property are of prime importance and shall be provided for in an adequate and satisfactory manner. B. When flagmen and guards are required by regulation or when deemed necessary for safety, they shall be furnished with approved orange wearing apparel and other regulation traffic control devices. FY 112118 Crossover Road Water & Sewer — Phase [I Section 01016 -2 1.08 TRAFFIC CONTROL A. Traffic control procedures and devices used on all local, county, and state rights -of -way shall meet the requirements of the applicable current laws and regulations for traffic control. 1.09 ACCESS FOR POLICE A. The Contractor shall leave his night emergency telephone number or numbers with the Fayetteville Police Department, so that contact may be made easily at all times. 1.10 FIRE PREVENTION AND PROTECTION A . The Contractor shall perform all work in a fire -safe manner and shall supply and maintain on the site adequate fire -fighting equipment capable of extinguishing incipient fires. The Contractor shall comply with applicable federal, local, and state fire -prevention regulations. Where these regulations do not apply, applicable parts of the National Fire Prevention Standards for Safeguarding Building Construction Operations, (NFPA No. 241) shall be followed. 1.11 USE OF EXPLOSIVES A. When explosives are used, the Contractor shall comply with all Federal, State and Local Regulations. The Contractor shall take all precautions necessary to protect lives, property, and utilities. B. The Contractor shall obtain the services of a qualified seismic consultant to do a preblast survey on all structures and utilities closer than 300 feet to determine the condition of each before blasting. The seismic consultant shall install and operate seismic monitoring equipment at structures closer than 300 feet. C. A postblast survey will be made if complaints are received about damage due to blasting. D. The Contractor shall obtain a Certificate of Insurance covering such blasting operations. The amount of such coverage shall be the same as the requirements for public liability insurance in the General Conditions (Article 35). E. The Contractor shall work out a mutual agreeable blasting procedure with the utility companies before blasting adjacent to utilities. Certain utilities, including gas pipelines and fiber optics, will not permit blasting within a minimum distance. 1.12 JOINT SURVEY TO ESTABLISH AUTHENTICITY OF POSSIBLE DAMAGE CLAIMS A. The Contractor shall establish vertical and horizontal survey control points on all structures, and improvements, located in the vicinity of the blasting work prior to beginning work, and shall periodically check the points for movements when directed by the Engineer. The Contractor shall furnish the Engineer with copies of the survey notes for each survey and a copy of the layout of the survey control points. FY112118 Crossover Road Water & Sewer — Phase 11 Section 01016 - 3 B. After the Contract is awarded and before the commencement of work, the Contractor shall make a thorough examination of all existing buildings, structures, and other improvements in the vicinity of the work, as applicable, which might be damaged by his operation. C. Examination of existing buildings, structures, and other improvement in the vicinity of the work shall be madejointly ointly by authorized representatives of the Contractor, the Owner, and the Engineer. The scope of the examination shall include cracks in structures, settlement, leakage, and similar conditions. D. Records of all observations shall be prepared by the Contractor and every copy of every document shall be signed by the authorized representative of the Owner and of the Contractor. One signed copy of every document and photograph will be kept in file in the office of the Engineer. E. The above records and photographs are intended to use as indisputable evidence in ascertaining the extent of any damage which may occur as a result ofthe Contractor's operations and are for the protection of the Contractor, and the Owner, and will be a means of determining whether and to what extent damage, resulting from the Contractor's operations, occurred during the Contract work. 1.13 CONTRACTOR TO SAFEGUARD EXISTING UTILITIES A. The Contractor shall perform all work, including excavation, dewatering, and demolition operations, in such a manner as to avoid damage to existing water mains, fire hydrants, sewer lines, gas mains, telephone and TV cables, power poles, lighting standards, and all other existing utilities, public or private. See Section 01011, SITE CONDITIONS. 1.14 PROTECTION OF PUBLIC/PRIVATE PROPERTY A. The Contractor shall employ such means and methods as necessary to adequately protect public and private property against damage. In the event of damage to such property, the Contractor shall, at his own expense, immediately restore the property to a condition equal to its original condition and to the satisfaction of the Engineer and the owner of said property. B. The Contractor shall exercise due care to avoid damage to existing pipe and coatings, wrappings, sewers, conduit, or other existing utilities. Should the Contractor damage or displace any of the above, the Contractor shall repair same to the satisfaction ofthe Engineer and all expenses in connection therewith shall be borne solely by the Contractor. C. Some of the work to be done under this Contract will be performed on private property. A permanent and a temporary easement has been obtained from the property owner for construction purposes. The easement does not permit the wanton destruction of trees, shrubs, walls, water and sewer services, or other improvements. The Contractor shall safeguard and restore the properties to a condition as near equal as possible to that found prior to entering them. In some cases, particular instruction will be given the Contractor relative to the protection of certain improvements, and in all cases, lawns will be hand -raked (after all settlement of the trench backfill has occurred) and seeded and fertilized. Since this work is being performed on behalf of FYI12118 Crossover Road Water & Sewer — Phase II Section 01016 - 4 the City of Fayetteville, good public relations and cooperation with the property owners shall be exercised by the Contractor. D. The Contractor shall construct all necessary temporary fencing for the containment of all pets in fenced lawns, and livestock in fenced fields. Upon completion of the project all fencing will be repaired to a permanent nature. 1.15 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts stated in the Proposal. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase II Section 01016 - 5 SECTION 01027 APPLICATIONS FOR PAYMENT PARTI GENERAL 1.01 REQUIREMENTS INCLUDED A. Procedures for preparation and submittal of Applications for Payment. 1.02 RELATED REQUIREMENTS A. Document 00500 - Owner -Contractor Agreement: Contract Sum, Amounts of Progress Payments, and Retainages, and times for submittals. B. Section 01300 - Submittals: Submittal procedures; Schedule of Values. C. Section 01700 - Contract Closeout: Final Payment. 1.03 FORMAT A. For each item, provide a column for listing: Item Number; Description of Work; Scheduled Value, Previous Applications; Work in Place; Stored Materials; Authorized Change Orders; Total Completed and Stored to Date of Application; Percentage of Completion; Balance to Finish; and Retainage. 1.04 PREPARATION OF APPLICATION A. Type required information or use media -driven printout. B. Execute certification by signature of authorized officer. C. Provide dollar value in each column for each line item for portion of Work performed and for stored products. D. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. 1.05 SUBMITTAL PROCEDURES A. Submit five copies of each Application for Payment at times stipulated in Agreement. B. Submit under transmittal letter specified in Section 01300. 1.06 SUBSTANTIATING DATA A. Provide an invoice from the Material Supplier for every item of stored material for which payment is requested. FYI 12118 Crossover Road Water & Sewer — Phase II Section 01027- 1 B. When Engineer requires substantiating information, submit data justifying line item amounts in question. C. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FYI 12 118 Crossover Road Water & Sewer — Phase [I Section 01027 - 2 SECTION 01028 CHANGE ORDER PROCEDURES PART1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Procedures for processing Change Orders. 1.02 RELATED REQUIREMENTS A. Section 01700 - Contract Closeout: Project record documents. 1.03 SUBMITTALS A. Submit name of the individual authorized to accept changes, and to be responsible for informing others in Contractor's employ of changes in the Work. B. Change Order Form: As approved by the Engineer. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME A. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. B. Provide data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. C. Support each claim for additional costs, and for work done, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 01028 -1 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 1.05 PRELIMINARY PROCEDURES A. Engineer may submit a Proposal Request which includes: Detailed description of change with supplementary or revised Drawings and Specifications, the projected time for executing the change and the period of time during which the requested price will be considered valid. B. Contractor may initiate a change by submittal of a request to Engineer describing the proposed change with a statement of the reason for the change, and the effect on Contract Sum and Contract Time with full documentation. 1.06 CONSTRUCTION CHANGE AUTHORIZATION - WORK DIRECTIVE CHANGE A. Engineer may issue a directive, signed by Owner, instructing Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. Directive will describe changes in the Work, and will designate method of determining any change in Contract Sum or Contract Time. C. Promptly execute the change in Work. 1.07 TIME AND MATERIAL - FORCE ACCOUNT CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits in Conditions of the Contract. B. Engineer will determine the change allowable in Contract Sum and Contract Time as provided in Conditions of the Contract. 1.08 EXECUTION OF CHANGE ORDERS A. Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract. 1.09 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum as shown on Change Order. B. Promptly enter changes in Project Record Documents. FYI12118 Crossover Road Water & Sewer — Phase II Section 01028 -2 PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase [I Section 01028 -3 SECTION 01070 CUTTING AND PATCHING PART1 GENERAL 1.01 SCOPE A. This Section includes the work required to provide complete, in place, cutting, fitting, and patching of new and existing work. 1.02 GENERAL A. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.03 DESCRIPTION A. Execute cutting (including excavating), fitting, or patching of work, required to: 1. Make the several parts fit properly. 2. Uncover work to provide for installation of ill-timed work. 3. Remove and replace work not conforming to requirements of Contract Documents. 4. Remove and replace defective work. 5. Install specified work in existing construction. B. In addition to Contract requirements, upon written instructions of Engineer: 1.. Uncover work to provide for Engineer's observation of covered work. 2. Remove samples of installed materials for testing. 3. Remove work to provide for alteration of existing work. 4. Do not endanger any work by cutting or altering work or any part of it. 5. Do not cut or alter work of another contractor without written consent of Engineer 6. Do not cut structural or reinforcing steel without written consent of the Engineer. FYI 12118 Crossover Road Water & Sewer — Phase ft Section 01070-1 1.04 SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. 1.05 SUBMITTALS A. Prior to cutting which affects structural safety ofproject, ect, submit written notice to the Engineer and other Prime Contractors, requesting consent to proceed with cutting. B. Prior to "extra" cutting and patching done on instruction of Engineer, submit cost estimate. C. Should conditions of work, or schedule, indicate change of materials or methods, submit written recommendation to Engineer, including: 1. Conditions indicating change. 2. Recommendations for alternative materials or methods. 3. Submittals as required for substitutions. 4. Submit written notice to Engineer, designating time work will be uncovered, to provide for observation. PART 2 MATERIALS 2.01 GENERAL A. Materials for replacement of work removed shall comply with applicable sections of these Specifications for type of work to be done. B. Provide all tools and equipment required to accomplish cutting and patching. PART 3 EXECUTION 3.01 INSPECTION A. Inspect existing conditions of work, including elements subject to movement or damage during cutting, patching, excavation, and backfilling. B. After uncovering work, inspect conditions affecting installation of new products. 3.02 PREPARATION A. Prior to cutting, provide shoring and protection. FYI 12118 Crossover Road Water & Sewer — Phase II Section 01070-2 3.03 PERFORMANCE A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerance and finishes. B. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. C. Refinish surfaces as practical to provide a finish which blends acceptably with the existing finish. 3.04 RESTORATION A. Restore structures and surfaces damaged during the course of this Contract that are to remain in the completed work. B. Restorations shall be done with new materials and appropriate methods as specified elsewhere in these Specifications from new work of similar nature; or, if not specified, best recommended practice of manufacturer, or appropriate trade association. C. Restore damaged work in such a way that there is a secure and intimate bond or fastening between new and old work. Restored surfaces shall be finished to such planes, shapes, and textures that no obvious transition between new and old work is unduly noticeable in finished surfaces. 3.05 CLEANING A. Remove from site all debris, rubbish, and extra material caused by cutting and patching. 3.06 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts stated in the Proposal. END OF SECTION FY 1 12118 Crossover Road Water & Sewer — Phase [I Section 01070-3 SECTION 01210 PRECONSTRUCTION CONFERENCES PART1 GENERAL 1.01 SUMMARY A. Contractor participation in preconstruction conferences. 1.02 RELATED SECTIONS A. Section 01009 - Summary of Work. 1.03 PRECONSTRUCTION CONFERENCE A. Engineer will schedule conference as soon as practicable after receipt of approved bonds and proof of insurance. B. Attendance: 1. Owner 2. Engineer 3. Contractor 4. Major Subcontractors 5. Arkansas Highway and Transportation Dept. C. Agenda: 1. Distribution of Contract Documents. 2. Submittal of list of subcontractors, list of products, schedule of values, and progress schedule. 3. Designation of responsible personnel. 4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, bid requests, change orders, and Contract closeout procedures. 5. Scheduling. 6. Responsibilities of Engineer. 7. Responsibilities of Owner. 8. Responsibilities of Contractor. 9. General Discussion of Contract. 10. Staking of Work. 11. Construction Observation. 12. Labor Requirements. 13. Rights -of -Way and Easements. 14. Other items as required by funding agencies. 15. Use of premises by Owner and Contractor. 16. Owner's requirements. 17. Construction facilities and controls provided by Owner. 18. Temporary utilities provided by Owner. 19. Security and housekeeping procedures. 20. Schedules. 21. Procedures for testing. 22. Procedures for maintaining record documents. FYI 12118 Crossover Road Water & Sewer — Phase II Section 01210 - 1 23. Requirements for startup of equipment. 24. Inspection and acceptance of equipment put into service during construction period. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase II Section 01210 - 2 SECTION 01300 SUBMITTALS DURING CONSTRUCTION PART1 GENERAL 1.01 SUBMITTALS A. This Section outlines in general the items that the Contractor must prepare or assemble for submittal during the progress of the work. Costs for the work under this Section shall be included in the appropriate items of the Contractor's bid prices. There is no attempt herein to state in detail all of the procedures and requirements for each submittal. The Contractor's attention is directed to the individual Specification sections in these Contract Documents which may contain additional and special submittal requirements. The Owner reserves the right to direct and modify the procedures and requirements for submittals as necessary to accomplish the specific purpose of each submittal. Should the Contractor be in doubt as to the procedure, purpose, or extent of any submittal, he should direct his inquiry to the Engineer. 1.02 ADMINISTRATIVE SUBMITTALS A. The Contractor shall provide all of the submittals required by the General Conditions, Supplementary Conditions, and as may be specifically required in other parts of these Documents. B. The Contractor is reminded of his obligation as required by law to make required submittals promptly to the applicable Federal, state, or local agency. Failure to comply with this requirement may result in the withholding or progress payments and make the Contractor liable for other prescribed action and sanctions. PART 2 TECHNICAL SUBMITTALS 2.01 GENERAL A. Requirements in this Section are in addition to any specific requirements for submittals specified in other Divisions and Sections of these Contract Documents. B. Submittals to the Engineer shall be addressed to: McClelland Consulting Engineers, Inc.; Attn: Mr. Robert White, P.O. Box 1229, Fayetteville, Arkansas 72702. C. Submitted data shall be fully sufficient in detail for determination of compliance with the Contract Documents. D. Review, acceptance, or approval of substitutions, schedules, shop drawings, lists of materials, and procedures submitted or requested by the Contractor shall not add to the Contract amount, and all additional costs which may result therefrom shall be solely the obligation of the Contractor. FY 112118 Crossover Road Water & Sewer — Phase Ii Section 01300 -1 E. The Owner is not precluded, by virtue of review, acceptance, or approval, from obtaining a credit for construction savings resulting from allowed concessions in the work or materials therefore. F. It shall not be the responsibility of the Owner to provide engineering or other services to protect the Contractor from additional costs accruing from such approvals. G. No equipment or material for which listings, drawings, or descriptive material is required shall be fabricated, purchased, or installed until the Engineer has on hand copies of such approved lists and the appropriately stamped final shop drawings. H. Submittals will be acted upon by the Engineer as promptly as possible, and returned to the Contractor not later than the time allowed for review in SHOP DRAWING SUBMITTAL PROCEDURE. Delays caused by the need for resubmittals shall not constitute reason for an extension of Contract time. 2.02 SHOP DRAWING SUBMITTAL PROCEDURE A. See General and Supplemental Conditions. 2.03 TRANSMITTAL OF CONTRACTOR'S SUBMITTAL FORM A. Each shop drawing submittal shall be accomplished by a Transmittal of Contractor's Submittal form. The form shall be completely filled in with all applicable information; failure to do so shall result in immediate rejection of the submitted items. 2.04 SHOP DRAWING REQUIREMENTS A. Shop drawings referred to herein shall include shop drawings and other submittals for both shop and field -fabricated items. The Contractor shall submit, as applicable, the following for all prefabricated or manufactured structural, mechanical, electrical, plumbing, process systems, and equipment: 1. GENERAL a. Shop drawings or equipment drawings, including dimensions, size and location of connections to other work, and weight of equipment. b. Catalog information and cuts. c. Installation or placing drawings for equipment, drives, and bases. d. Supporting calculations for equipment and associated supports, or hangers required or specified to be designed by equipment manufacturers. e. Complete manufacturer's specifications, including materials description and paint system. f. Performance data. FYI 12118 Crossover Road Water & Sewer — Phase I1 Section 01300 -2 g. Suggested spare parts list with current price information. h. List of special tools required for checking, testing, parts replacement, and maintenance. (Special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily and routinely carried by maintenance mechanics.) i. List of special tools furnished with the equipment. j. List of materials and supplies required for the equipment prior to, and during start-up. k. List of materials and supplied furnished with the equipment. 1. Samples of finish colors for selection. m. Special handling instructions. n. Requirements for storage and protection prior to installation. o. Requirements for routine maintenance required prior to start-up. 2.05 SUBMITTALS REQUIRED FOR FOREIGN -MANUFACTURED ITEMS A. In addition to the submittal requirements stated above, suppliers of foreign -manufactured items shall submit the names and addresses of companies within the United States that maintain technical service representatives and complete inventory of spare parts and accessories for each foreign -made item proposed for incorporation into the work. Failure to prove the foregoing capabilities shall be just cause for rejection of the foreign -manufactured items. 2.06 RECORD DRAWINGS A. The Engineer will prepare a set of Record Drawings for the project which will include the changes made in materials, equipment, locations, and dimensions of the work. Two weeks prior to Final Inspection, the Contractor shall submit to the Engineer a current listing and description including marked -up prints of each change incorporated into the work since the preceding submittal. 2.07 SUBMITTAL OF INTERFACE INFORMATION (CONNECTION AND CORRELATION WITH OTHER WORK) A. Where called for on the Specifications, and as determined necessary by the Engineer to provide proper correlation with other equipment, complete interface information shall be submitted. This interface information shall be accurate, and contain all information necessary to allow the completion of detail design and construction of the interfacing or connecting work. The Contractor shall include in his negotiation for subcontract work, such agreements as may be necessary to ensure the accuracy of subcontractor's interface submittal information. In the event additional costs are incurred due to subsequent changes to information given in said interface information, such additional costs shall be borne by the Contractor. FYI 121 18 Crossover Road Water & Sewer— Phase II Section 01300 -3 2.08 SAMPLES AND TEST SPECIMENS A. Where required in the Specifications, test specimens or samples of materials, appliances, and fittings to be used or offered for use in connection with the Work shall be submitted to the Engineer at the Contractor's expense, with information as to their sources, with all cartage charges prepaid, and in such quantities and sizes as may be required for proper examination and tests to establish the quality or equality thereof, as applicable. B. All samples and test specimens shall be submitted in ample time to enable the Engineer to make any tests or examinations necessary without delay to the work. The Contractor will be held responsible for any loss of time due to his neglect or failure to deliver the required samples to the Engineer, as specified. C. The Contractor shall submit additional samples as required by the Engineer to ensure equality with the original approved sample and/or for determination of Specification compliance. D. Laboratory tests and examinations that the Owner elects to make at its own laboratory will be made at no cost to the Contractor, except that, if a sample of any material or equipment proposed for use by the Contractor fails to meet the Specifications, the cost of testing subsequent samples shall be borne by the Contractor. E. All tests required by the Specifications to be performed by an independent laboratory shall be made by an approved laboratory. Certified test results of all specified tests shall be submitted in duplicate to the Engineer. The samples furnished and the cost for the laboratory services shall be at the expense of the Contractor and included in the prices bid for the associated work. 2.09 CERTIFICATES OF COMPLIANCE A. A Certificate of Compliance shall be furnished for materials specified to a recognized standard or code prior to the use of any such materials in the work. The Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Specifications. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate. B. All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not. C. The Engineer reserves the right to refuse permission for use as material on the basis of a Certificate of Compliance. FYI 12118 Crossover Road Water & Sewer — Phase 1I Section 01300 -4 D. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. E. Where Certification of Compliance is required in the Technical Specifications, the Contractor shall obtain from the supplier/manufacturer a certification stating that the particular piece of equipment or system will satisfy all requirements stated in the related Specification Section(s). 2.10 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts stated in the proposal. PART 3 EXECUTION Not Used. END OF SECTION FYI 121 18 Crossover Road Water & Sewer — Phase 1I Section 01300 -5 SECTION 01311 SCHEDULE AND SEQUENCE OF OPERATIONS PARTI GENERAL 1.01 CONSTRUCTION SCHEDULE GENERAL PROVISIONS A. No work shall be done between 6:00 P.M. and 7:00 A.M. nor on Saturdays, Sundays or legal holidays without the written permission of the Engineer. However, emergency work during these hours may be done without prior permission. 1.02 SEQUENCE OF CONSTRUCTION A. The Contractor shall submit a diagram or chart indicating the construction sequencing and duration of each construction activity. B. In addition to the water and sewer work to be completed under this Contract, other utility companies will be completing their utility relocations and the Arkansas Highway and Transportation Department will have an AHTD construction contract in place after September 2012. In order to allow locations for the AHTD contractor to work, water and sewer replacement work will be completed in segments under this Contract, with each segment completed, tested, placed in service and corresponding existing lines abandoned before significant work is started on subsequent segments. If the Contractor provides two crews he may work on two segments. However, the two segments actively under construction shall follow the following priority list: Construction Sequence Priority List 1. Construct sewer and force main segments at the creek crossing at Sta. 180+00 and abandon existing sewer and force main segments in this area. Turn the creek crossing area over to the AHTD contractor so he can proceed with box culvert construction and related construction activities between Sta. 174+00 and Sta. 184+00. 2. Construct the water main crossing at Sta. 185+40 and the sewer main along Castlewood Lane (Sta. 185+00 to Sta. 190+00. Abandon associated water and sewer mains. Turn this area north of Sta. 184+00 over to the AHTD contractor. 3. Construct the water main facilities south of Sta. 136+00. Abandon associated facilities. Turn the south end of the project area south of Sta. 138+00 over to the AHTD contractor. 4. Construct the sewer service modifications at Sta. 139+22 and the water main interconnections at Sterling Court (Sta. 143+00 to Sta. 144+20). Abandon associated facilities. Turn everything south of Sta. 148+00 over to the AHTD contractor. 5. Construct water, sewer and force mains between Sta. 148+00 and Sta. 174+00 to free up the balance of the project area to the AHTD contractor. FY112118 Crossover Road Water & Sewer— Phase II Section 01311-1 6. The new water main on the west side of Highway 265 between Sta. 172+80 and Sta. 185+40 does not conflict with the AHTD construction work. This segment of water main shall be completed after the above conflicting areas are done. 1.03 OVERALL SCHEDULE A. Immediately after opening bids, the low bidder will prepare a detailed schedule showing the sequence of work items to be accomplished. B. Schedule to be comprised of construction operations covering Work in connection with this Contract and shown in sufficient detail and with a minimum of work activi- ties. 1. Final total number of activities is subject to approval of Engineer. 2.' Work Activity: Activity for which manpower is required and must be performed before the Project is considered complete. PART 2 PROGRESS OF THE WORK 2.01 GENERAL A. The work shall be started within 10 days of the Notice to Proceed from the Owner, and the work shall be executed with such progress as may be required to prevent any delay to other contractors who may be working on other utilities in this vicinity, or to the general completion of the project. B. The work shall be executed at such times and in or on such parts of the project, and with such forces, materials, and equipment to assure completion of the work in the time established by the Contract. 2.02 OVERTIME NOTICE A. See GENERAL CONDITIONS and SUPPLEMENTAL CONDITIONS. 2.03 PRECONSTRUCTION AND PROJECT COORDINATION MEETINGS A. A Preconstruction Conference and Project Coordination Meetings shall be held per the requirements of Section 01210 of these Specifications. 2.04 OVERALL SCHEDULE A. The Contractor will be required to prepare and submit to the Engineer within 30 days after the award of Contract, an Overall Schedule. The Overall Schedule shall be comprised of construction operations covering all work to be done in connection with the Contract. FY 112118 Crossover Road Water & Sewer — Phase II Section 01311-2 B. The Overall Schedule covering work to be executed under the Contract shall be of sufficient detail and shall have a minimum of work activities. The final total number of activities shall be subject to the approval of the Engineer. A work activity is defined as an activity for which manpower is required and must be performed before the project is considered complete. C. The Overall Schedule shall indicate the sequence of work and the time of starting and completion of each part. It shall include, but not be limited to, the following items, as they pertain to the respective contractors: L Shop drawing receipt from Contractor, submitted to the Engineer, review, and return to Contractor. 2. Material and equipment order, manufacture, delivery, installation, and check-out. 3. Piping and materials installation and surface restoration. 4. Performance tests and supervisory service activities. 5. Pressure testing and disinfection of the piping. 6. Transfer of the meter service lines from the old piping to the new piping. 7. Capping the existing mains at designated locations and abandoning the existing mains and valves so designated. 8. Final cleaning. 9. Allowance for inclement weather. 2.05 PAYMENT A. No separate payment shall be made for work under this Section. PART 3 EXECUTION Not Used. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase [I Section 01311-3 SECTION 01325 CONSTRUCTION PHOTOGRAPHS PART1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for construction photographs. 1.02 SUBMITTALS A. Submit photographs, tapes, films and electronic media as specified in Section 01300- Submittals and in Part 3 of this Section. 1.03 QUALITY ASSURANCE A. Photographs may be taken by Contractor personnel provided the photographs are of sufficient quality, clarity, and content to adequately indicate the status and detail of the Work. If the quality and detail of the photographs taken by Contractor personnel is not adequate to clearly show the condition of the Work, the Contractor shall retain the services of a qualified and established commercial photographer experienced in construction photography. The Owner will make the final determination of the adequacy of the photographs. B. Audiovisual tapes or digital recordings may be taken by Contractor personnel provided they are of sufficient quality, clarity, and content to adequately and clearly indicate the status and detail of the Work as well as conditions before and after the construction activities. If the quality and detail of the recordings is not adequate to clearly show the condition and detail of the Work as well as conditions before and after the construction activities, Contractor shall retain the services of an established professional electrographer experienced in the production of color audio/video tape documentation of the construction industry. The Owner will make the final determination of the adequacy of the tapes and recordings. PART 2 PRODUCTS 2.01 PHOTOGRAPHIC REQUIREMENTS A. Specified in Part 3, this Section FYI 12118 Crossover Road Water & Sewer— Phase [I Section 01325.1 PART 3 EXECUTION 3.01 SITE PHOTOGRAPHS A. Contractor shall be responsible for photographs of the Site to show the existing conditions. Engineer will advise as to which views are of interest. Photographs shall be taken of the following areas and at the following times: 1. Existing Site conditions before construction is started. Number of views shall be adequate to cover the entire project alignment and all areas that will be disturbed. Photographs should be taken at a maximum of 100 feet interval along the alignment in the back and forward direction. Additional photographs shall be taken of items such as cracked or broken curbs, pavement, or sidewalks, plugged culverts in driveways, condition of shrubs or lawns, or other problems along the construction route that may need to be more clearly shown and recorded. 2. Finished Project after completion of Work. Number of views shall be adequate to show the entire alignment and all restored areas. B. Construction photographs may be either photographic prints or digital images. C. Photographic Prints: 1. All prints shall be color, smooth glossy fmish, 5" x 7" in size taken with full frame 35 mm camera, and inserted into archival quality polypropylene photographic binder pages punched for insertion into a standard 3 -ring binder. Provide binders identified by Contract name and Contract number. D. Digital Images: 1. Submit a complete set of digital image electronic files with each submittal of photographic prints. a. Provide images in JPEG format, with minimum sensor size of 3.1 megapixels. b. Submit images that have same aspect ratio as the sensor, uncropped. FYI 12118 Crossover Road Water & Sewer— Phase II Section 01325-2 E. Print Negatives: 1. Negatives for 5" x 7" prints shall be protected by roll in negative sleeves. Negative sleeves shall be identified with Contract name and Contract number, date of exposure, roll number, or other general identifying information, and name of Contractor. F. Identification: 1. Identify each photographic print on the reverse side with a label which contains the Contract name and Contract number, date of exposure, and description of view. Prints shall also bear the photographer's name or trademark. 2. Identify electronic media with date digital photographs were taken. Provide a separate reference document which contains the Contract name and Contract number, date of exposure, and description of each referenced view. G. Provide two prints of each view. H. Deliver prints and electronic media files to Engineer. I. Deliver photographic negatives to Engineer. 3.02 AUDIO/VIDEO TAPE RECORDINGS A. Audio/ video recordings shall be made along the entire construction route showing the condition of the Site or terrain previous to any alterations by Contractor and before disturbing of the Site is started. Existing utilities shall be marked and construction staking shall be in place before taping begins. A second audio/ video recording shall be produced after completion of all construction operations, showing the same view or views as close as possible, to illustrate "before" and "after" conditions. This is the responsibility of Contractor. Three days notice shall be given to Engineer, and Owner prior to this Work to allow them to accompany electrographer. B. The principal reason for producing video tapes is so that items such as cracked or broken curbs, pavement, or sidewalks; plugged culverts in driveways; condition of shrubs or lawns or other problems along the construction route may be more clearly shown and recorded. This will to some degree preclude the possibility of post construction litigation with property owners adjacent to the Work. C. All required equipment, accessories, materials, and labor for the timely production of this documentation shall be arranged/ furnished through Contractor. FY 112118 Crossover Road Water & Sewer — Phase [1 Section 01325-3 1. The audio/ video system camera -recorder used by the electrographer shall have the following capabilities and features: a. VHS format for use with T-120 video tapes. b. Playback capability (in the field) with a B/W viewfinder built-in. c. Built-in microphone. d. 6:1 zoon lens ratio with automatic focusing system and automatic iris. e. Electronic CCD or MOS image sensing system. f. Minimum Required Illumination: 7 lux or less. g. Television System Video EIA: 525 lines, 60 fields NTSC color signal. h. Video Horizontal Resolution: Color, more than 250 TV lines. i. Geometric Distortion shall not exceed 1.5 percent of picture height at any point in picture area. 2. The audio/ video system shall be capable of producing bright, sharp, clear visual images which render accurate colors free from imperfections and distortions that might obscure recorded information during playback. The simultaneous audio record shall be made directly onto the original tapes, and shall record narration of the electrographer clearly and audibly, with adequate volume, free from unnecessary interruptions and distortions that might eliminate recorded information during playback. D. Zone of Influence: Unless otherwise indicated by Engineer or Owner, the "Zone of Influence" which might be affected by the construction operations and, therefore, shall be documented in these tape recordings, shall be whichever of the following includes the greatest area. 1. All areas within the temporary construction right-of-ways and grading limits, as indicated on the Contract Drawings. 2. The permanent easement for the completed improvements, as indicated on the Contract Drawings. FY 112118 Crossover Road Water & Sewer — Phase II Section 01325-4 3. All areas within 35 feet of the proposed improvements with an additional 20 feet of supplemental coverage in residential areas. 4. All areas within the Project Site. E. Audio/ Video Tape Production Procedures: 1. It is required that the audio/ video tape recordings be produced while actually walking the construction route or site- NOT through the use of wheeled vehicles. 2. All video tape recordings shall display digital information continuously; this information shall include the current time and date, showing the month, day, and year. This information shall be audibly acknowledged by the electrographer at appropriate times during recording sequences. 3. Each recording tape shall begin with a visual of the professional electrographer's name or business trademark, followed by the current date and time on digital display, plus audible (and visual, if possible) indication of Contract name and numbers, municipality, name of Contractor, and other pertinent information. Thereafter, each recording sequence shall begin with the current time and date, followed by the location of the electrographer, direction of view, and description of the scene being recorded. Continuous updates of this information, plus other pertinent comments, shall be given throughout the recording sequence. Such audio and video records shall include, but not be limited to, conditions of existing pavement, curbs, sidewalks, driveways, culverts, headwalls, retaining walls, ditches, roadways, mailboxes, fences, trees, shrubs and landscaping, major structural conditions of residences and commercial buildings, fences, signs, headwalls, general terrain, and similar items. Particular and detailed attention shall be given to any defects noted, such as cracks, disturbed areas, damaged areas, or as may be required by Engineer. Excavation areas shall be physically marked with high -visibility fluorescent paint prior to videotaping. The markings shall include the job number and stationing. 4. Representatives of Engineer and Contractor shall accompany the electrographer during recording sessions, to assist with location of the alignment and areas of construction activity, and identification of items and conditions to be recorded. A log sheet showing the FYI 12118 Crossover Road Water & Sewer — Phase II Section 01325-5 recording sequences shall be maintained and shall list the start and stop time/ date for each sequence, plus a brief description of the areas documented. The end of each recording tape shall include a visual record of the original log sheet to preserve this information in the event of loss or damage. 5. All recordings shall be completed during periods of adequate lighting and visibility. Sufficient lighting must be available to provide proper illumination of shadowed areas, and proper exposure adjustments shall be made where required. No taping shall be completed during precipitation, mist, fog, or when more than 10% of the ground surface has snow cover. 6. Houses and buildings shall be identified visually by house number, when visible, in such a manner that structures of the proposed system, i.e., manholes on a sewer system and hydrants on a water system, may be located by reference. 7. Original audio/ video tape recordings shall be furnished to Owner and a copy furnished to Engineer before the start of any construction. One copy shall be retained by Contractor. 8. Any portion of the videotape recording not conforming to the Specifications will be rejected. 9. Any taped coverage not acceptable to Owner shall be refilmed at no additional cost to Owner within five (5) days after notification of taping inadequacy. F. Ownership and Authenticity of Original Tapes: 1. All original audio/ video tape recordings shall become the property of Owner, plus one duplicate of each shall be provided to Engineer. Each tape shall be provided in a protective sleeve or case, identified as to Contract name and number, production date of original recording, name of Contractor, and electrographer's name or trademark. A legible copy of the log shall be included. 2. The electrographer shall also furnish a notarized affidavit, attesting to the production of the original audio/ video tapes, and their authenticity. FYI12I 18 Crossover Road Water & Sewer — Phase 11 Section 01325-6 3.03 ADDITIONAL PHOTOGRAPHS A. From time to time Engineer may issue requests for additional photographs, in addition to periodic photographs specified. Additional photographs will be paid for by Change Order, and are not included in the Contract Price or an Allowance. Engineer will give the photographer 3 days' notice, where feasible. 2. In emergency situations, the photographer shall take additional photographs within 24 hours of Engineer's request. 3. Circumstances that could require additional photographs include, but are not limited to: a. Substantial Completion of a major phase or component of Work. b. Owner's request for special publicity photographs. c. Special events planned at Project Site. d. Immediate follow-up when on -site events result in construction damage or losses. e. Photographs to be taken at fabrication locations away from Project Site. f. Extra record photographs at time of final acceptance. 3.04 PAYMENT A. Payment for site photographs and audio/ video tape recordings shall be made at the applicable unit prices bid in the Proposal. Payment for "before" photographs and tapes shall be made at 50 percent of the bid price upon receipt by the Owner of an acceptable set of photographs and tapes. The balance of this payment item shall be made at project completion, upon receipt by the Owner of an acceptable set of "after" photographs and tapes. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase 11 Section 01325-7 SECTION 01400 QUALITY CONTROL 1.01 REQUIREMENTS INCLUDED A. General Quality Control. B. Workmanship. C. Manufacturer's Instructions. D. Manufacturer's Certificates. E. Mockups. F. Manufacturers' Field Services. G. Testing Laboratory Services. 1.02 RELATED REQUIREMENTS A. Section 01300 - Submittals: Submittal of Manufacturer's Instructions. B. Section 02200: Tests required for earthwork. C. Section 03300: Tests required for concrete. 1.03 QUALITY CONTROL, GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.05 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Engineer before proceeding. FYI 121 18 Crossover Road Water & Sewer — Phase II Section 0I400 -I 1.06 MANUFACTURERS' CERTIFICATES A. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. 1.07 MOCKUPS Not used. 1.08 MANUFACTURERSFIELD SERVICES A. When specified in respective Specification Sections, require supplier or manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to make appropriate recommendations. B. Representative shall submit written report to Engineer listing observations and recommendations. 1.09 A. B. C. D. PART 2 PART 3 TESTING LABORATORY SERVICES Contractor will employ a Testing Laboratory to perform inspections, tests, and other services required by individual Specification Sections. Services will be performed in accordance with requirements of governing authorities and with specified standards. Reports will be submitted to Engineer, Owner and Contractor giving observations and results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents. Contractor shall cooperate with Testing Laboratory personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested. 1. Notify Engineer/Testing Laboratory 24 hours prior to expected time for operations requiring testing services. 2. Make arrangements with Testing Laboratory and pay for additional samples and tests for Contractor's convenience. PRODUCTS Not Used. EXECUTION Not Used. END OF SECTION FY 1121 18 Crossover Road Water & Sewer — Phase 11 Section 01400-2 SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES PARTI GENERAL 1.01 LAYOUT OF TEMPORARY FACILITIES A. The Contractor shall make his own arrangements for storage of materials and equipment in locations on and off the construction site. Security of the construction work, materials, and equipment is the sole responsibility of the Contractor. 1.02 STORAGE BUILDINGS A. The Contractor shall erect or provide as approved, temporary storage buildings of the various sizes as required for the protection of mechanical and electrical equipment and materials as recommended by manufacturers of such equipment and materials. The buildings shall be provided with such environmental control systems that meet recommendations of manufacturers of all equipment and materials stored in the buildings. The buildings shall be of sufficient size and so arranged or partitioned to provide security for their contents and provide ready access for inspection and inventory. At or near the completion of the work, and as directed by the Engineer, the temporary storage buildings shall be dismantled, removed from the site, and remain the property of the Contractor. B. Combustible materials (paints, solvents, fuels, etc.) shall be stored in a well -ventilated building removed from other buildings. 1.03 STORAGE YARDS A. The Contractor shall construct temporary storage yards for the storage of materials that are not subject to damage by weather conditions. Materials such as pipe, reinforcing and structural steel, shall be stored on pallets or racks, off the ground, and stored in a manner to allow ready access for inspection and inventory. Temporary gravel surfacing of the storage yards shall meet with the approval of the Engineer and Owner. Storage areas shall be restored to their initial condition once they are no longer needed. 1.04 CONTRACTOR'S WORK AREA A. The Contractor shall limit his operations and storage of equipment materials to the areas authorized by individual property owners and approved by the Engineer and Owner. B. The Contractor shall maintain the area during construction in a manner that will not obstruct operations of any existing roads. He shall proceed with his work in an orderly manner, maintaining the construction site free of debris and unnecessary equipment or materials. FYI 12118 Crossover Road Water & Sewer — Phase [I Section 01500 - 1 1.05 TEMPORARY ACCESS ROADS AND PARKING A. The Contractor shall construct temporary construction access roads, parking areas, and detours as are required to execute the work. The roads shall meet with the approval of the Engineer, and be maintained in good condition until no longer needed; at which time the temporary roads shall be removed and the area left in a condition satisfactory to the property owner and Engineer. 1.06 TEMPORARY WATER CONTROL A. Rough grade site to prevent standing water and to direct surface drainage away from excavations, trenches, adjoining properties, and public rights -of -way. B. Maintain excavations and trenches free of water. Provide and operate pumping equipment of a capacity to control water flow. C. Provide piping to handle pumping outflow to discharge in a manner to avoid erosion or deposit of silt. D. Remove equipment and installation when no longer needed. PART 2 UTILITIES 2.01 CODES AND SAFETY A. The Contractor shall be responsible for obtaining inspections and paying for permits required for the installation of all temporary utilities. Also, the Contractor shall be solely responsible for the safe use/operation of all temporary utilities. 2.02 SANITARY FACILITIES A. The Contractor shall provide and maintain sanitary facilities for his employees and his subcontractors' employees that will comply with the regulations of the local and State health departments and as directed by the Engineer. 2.03 TEMPORARY WATER A. The Owner will provide a place of temporary connection for water near the site if the Contractor desires and if it can be determined that the Contractor's usage will not interfere with the Owner's normal requirements. The Contractor shall provide all temporary piping required to bring the water to the point of use and remove it when no longer needed. The Contractor shall make a conscientious effort to conserve water in his uses. B. The Contractor will provide required pumps, pressure tanks, etc. if necessary to boost pressure at his points of usage. FYI 12118 Crossover Road Water & Sewer — Phase It Section 01500 - 2 2.04 WATER FOR TESTING A. The Owner shall provide the necessary water required for testing equipment and water lines prior to acceptance of the work, unless otherwise specifically stated in the Specifications for the equipment, system, or facility. B. In the event that the water lines leak, requiring refilling and retesting, the Contractor shall pay for the water required for second and subsequent filling and testing. Payment will be made in accordance with the City's water rates. 2.05 PROTECTION OF THE FINISHED CONSTRUCTION A. The Contractor shall assume the responsibility for the protection of all finished construction and shall repair and restore any and all damage to finished work to its original or better state. 2.06 REMOVAL OF TEMPORARY FACILITIES AND UTILITIES A. At such time or times any temporary construction facilities and utilities are no longer required for the work, the Contractor shall notify the Engineer of his intent and schedule for removal of the temporary facilities and utilities, and obtain the Engineer's approval before removing the same. As approved, the Contractor shall remove the temporary facilities and utilities from the site as his property and leave the site in such condition as specified, as directed by the Engineer, and/or as shown on the Drawings. B. In unfinished areas, the condition of the site shall be left in a condition that will restore original drainage, evenly graded, seeded as necessary, and left with an appearance equal to, or better than, original. 2.07 PAYMENT A. Payment for the work under this Section will be included as part of the unit price bid amounts stated in the Proposal. PART 3 EXECUTION Not Used. I aIIUAi► C Il III I FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 01500 - 3 SECTION 01600 MATERIAL AND EQUIPMENT SHIPMENT, HANDLING, STORAGE. AND PROTECTION PARTI GENERAL 1.01 REQUIREMENTS INCLUDED A. Products. B. Transportation and Handling. C. Storage and Protection. D. Product Options. E. Products List. F. Substitutions. G. Systems Demonstration. 1.02 RELATED REQUIREMENTS A. Section 01009 - Administrative Provisions: Summary of Work B. Section 01400 - Quality Control: Submittal of manufacturerscertificates. 1.03 PRODUCTS A. Products include material, equipment, and systems. B. Comply with Specifications and referenced standards as minimum requirements. C. Components required to be supplied in quantity within a Specification Section shall be the same, and shall be interchangeable. D. Do not use materials and equipment removed from existing structure. 1.04 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. FYI 12118 Crossover Road Water & Sewer — Phase II Section 01600- 1.05 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seats and labels intact and legible. Store sensitive products in weather -tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. B. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. C. Store loose granular materials on solid surfaces in a well -drained area; prevent mixing with foreign matter. D. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. PRODUCT OPTIONS A. Not Used. PRODUCTS LIST A. Not Used. 1.08 SUBSTITUTIONS A. Document each request for substitution with complete data substantiating compliance of proposed substitution with Contract Documents. B. Request constitutes a representation that Contractor: 1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. 2. Will provide the same warranty for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. C. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents, or when said substitution will not result in significant cost savings to the Owner, or result in some material advantage being gained by the Owner. D. Engineer will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time following the opening of Bids. FY 112118 Crossover Road Water & Sewer -- Phase II Section 01600-2 E. Only one request for substitution will be considered for each product. When substitution is not accepted, provide specified product. 1.09 SYSTEMS DEMONSTRATION A. Prior to final inspection, demonstrate operation of each system to Engineer and Owner. PART2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase 11 Section 01600 3 SECTION 01700 CONTRACT CLOSEOUT PARTI GENERAL 1.01 SCOPE A. This Section outlines the procedure to be followed in closing out all contracts. 1.02 SUBSTANTIAL COMPLETION A. The substantial completion date for the Contract shall be established as stated in the General Conditions. 1.03 FINAL INSPECTION A. After final cleaning and upon written notice from the Contractor that the work is completed, the Engineer will make a preliminary inspection with the Owner and Contractor present. Upon completion of this preliminary inspection, the Engineer will notify the Contractor, in writing, of any particulars in which this inspection reveals that the work is defective or incomplete. B. Upon receiving written notice from the Engineer, the Contractor shall immediately undertake the work required to remedy defects and complete the work to the satisfaction of the Owner. C. When the Contractor has corrected or completed the items as listed in the Engineer's written notice, he shall inform the Engineer, in writing, that the required work has been completed. Upon receipt of this notice, the Engineer, in the presence of the Owner and Contractor, shall make his final inspection of the project. D. Should the Engineer find all work satisfactory at the time of his inspection, the Contractor will be allowed to make application for final payment in accordance with the provisions of the General Conditions. Should the Engineer still find deficiencies in the work, the Engineer will inform the Contractor of the deficiencies and will deny the Contractor's request for final payment until such time as the Contractor has satisfactorily completed the required work. E. All water courses, gutters, and ditches shall be opened and left in a condition satisfactory to the Engineer. A. No contract will be finalized until all of the following have been submitted as required in Section 01300, SUBMITTALS DURING CONSTRUCTION. 1. Final shop drawings 2. Record drawings 3. Interface information FY112118 Crossover Road Water & Sewer— Phase II Section 01700 - I B. No contract will be finalized until all submittals required in Section 01720, PROJECT RECORD DOCUMENTS, have been submitted. 1.05 GUARANTEES, BONDS, AND AFFIDAVITS A. No contract will be finalized until all guarantees, performance tests, bonds, certificates, licenses, and affidavits required for work or equipment as specified are satisfactorily filed with the Owner. 1.06 ACCESSORY ITEMS A. All Contractors furnishing and/or installing equipment on this project shall provide to the Owner, upon acceptance of the equipment, all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to, adequate oil and grease as required for the first lubrication of the equipment, light bulbs, fuses, valve keys, handwheels, and other expendable items as required for initial startup and operation of all equipment. 1.07 RELEASE OF LIENS OR CLAIMS A. No contract will be finalized until satisfactory evidence of release of liens has been submitted to the Owner as required by the General Conditions. 1.08 FINAL PAYMENT A. Final payment will be made to the Contractor in accordance with the General Conditions. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FYI 121 18 Crossover Road Water & Sewer — Phase II Section 01700 - 2 SECTION 01710 CLEAN-UP PARTI GENERAL 1.01 SCOPE A. This Section covers the work necessary for cleaning during construction and final cleaning on completion of the work. B. At all times maintain areas covered by the Contract and public and private properties free from accumulations of waste, debris, and rubbish caused by construction operations. C. Conduct cleaning and disposal operations to comply with local ordinances and anti -pollution laws. Do not burn or bury rubbish and waste materials on project site. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Do no dispose of wastes into streams or waterways. D. Use only cleaning materials recommended by manufacturer of surface to be cleaned. E. Use cleaning materials only on surfaces recommended by cleaning material manufacturers. 1.02 CLEANING DURING CONSTRUCTION A. During execution of work, clean site and all properties (public and private) and dispose of waste materials, debris, and rubbish to assure that buildings, grounds, and properties are maintained free from accumulations of waste materials and rubbish. B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Provide approved containers for collection and disposal of waste materials, debris, and rubbish. D. Remove grease, dust, dirt, stains, labels, and other foreign materials from exposed and semi -exposed surfaces. E. Repair, patch, and touch up marred surfaces to specified finish to match adjacent surfaces. F. Broom clean paved surfaces, rake clean other surfaces or grounds. G. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. H. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. FYI 12118 Crossover Road Water & Sewer — Phase II Section 01710 -1 1.03 FINAL CLEANING A. At the completion of work on all contracts and immediately prior to final inspection, cleaning of the entire project will be accomplished. B. Employ experienced workers, or professional cleaners, for final cleaning. C. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. D. Remove from the Owner's property all temporary structures and all materials, equipment, and appurtenances not required as a part of, or appurtenant to, the completed work. See Section 01500, TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES. 1.04 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts stated in the Proposal. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase 1I Section 01710 -2 SECTION 01720 PROJECT RECORD DOCUMENTS PARTI GENERAL 1.01 REQUIREMENTS INCLUDED A. Maintenance of Record Documents and Samples. B. Submittal of Record Documents and Samples. 1.02 RELATED REQUIREMENTS A. Document 00700 - General Conditions: Documents at the site. B. Section 01300 - Submittals: Shop drawings, product data, and samples. C. Section 01700 - Contract Closeout: Closeout procedures. D. Section 01700 - Contract Closeout: Operation and maintenance data. E. Individual Specifications Sections: Manufacturer's certificates and certificates of inspection. 1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES A. In addition to requirements in General Conditions, maintain at the site one record copy of: I. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Field test records. 7. Inspection certificates. S. Manufacturer's certificates. B. Store Record Documents in Field Office apart from documents used for construction. Provide files, racks, and secure storage for Record Documents. FY 112118 Crossover Road Water & Sewer — Phase II Section 01720 - I C. Label and file Record Documents in accordance with Section number listing in Table of Contents of this Project Manual. Label each document "PROJECT RECORD" in neat, large, printed letters. D. Maintain Record Documents in a clean, dry and legible condition. Do not use Record Documents for construction purposes. E. Keep Record Documents and samples available for inspection by Engineer. 1.04 RECORDING A. Record information on a set of blue line opaque drawings, and in a copy of a Project Manual. B. Provide felt tip marking pens, maintaining separate colors for each major system, for recording information. C. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. D. Contract Drawings and Shop Drawings: Legibly mark each item to record actual construction, including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Changes made by Modifications. 4. Details not on original Contract Drawings. E. Specifications: Legibly mark each item to record actual construction, including: 1. Manufacturer, trade name, and catalog number of each product actually installed, particularly optional items and substitute items. 2. Changes made by Addenda and Modifications. F. Other Documents: Maintain manufacturer's certifications, inspection certifications, field test records, etc., required by individual Specifications sections. 1.05 SUBMITTALS A. At Contract closeout, deliver Record Documents and samples under provisions of Section 01700. FYI 12118 Crossover Road Water & Sewer — Phase II Section 01720 -2 B. Transmit with cover letter in duplicate, listing: Date. 2. Project title and number. 3. Contractor's name, address, and telephone number. 4. Number and title of each Record Document. 5. Signature of Contractor or authorized representative. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase II Section 01720 - 3 SECTION 02102 CLEARING, GRUBBING, AND STRIPPING PART] GENERAL 1.01 SCOPE A. This Section covers the work necessary to remove all interfering or objectionable material from the designated areas of work. B. This work shall also include the preservation from injury or defacement of all vegetation and existing objects designated to remain. C. Review with the Engineer's Representative the location, limits, and methods to be used prior to commencing the work under this Section. PART 2 MATERIALS AND PROCEDURES 2.01 GENERAL A. Provide all materials, suitable and in adequate quantity, required to accomplish the work as specified herein. 2.02 CLEARING - DEFINITION A. Clearing shall consist of cutting, removing, and disposing of trees, snags, stumps, shrubs, brush, limbs, and other vegetative growth, and shall be performed in such a manner as to remove all evidence of their presence from the surface and shall be inclusive of sticks and branches greater than 2 inches in diameter or thickness. Clearing shall also include the removal and disposal of trash piles, rubbish, and fencing; and the preservation of trees, shrubs, and vegetative growth which are not designated for removal. 2.03 CUTTING TIMBER A. Not required. 2.04 PRESERVATION OF TREES, SHRUBS AND OTHER VEGETATION A. Protect trees, shrubbery and other vegetation not designated for removal from damage resulting from the Work. Cut and remove tree branches only where, in the opinion of the Engineer, such cutting is necessary to effect construction operation. Remove branches other than those required to effect the work to provide a balanced appearance of any tree, as approved prior to removal. Scars resulting from the removal of branches shall be treated with an approved tree sealant. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 02102 - I B. Trees and shrubbery adjacent to the water line easements shall be protected and preserved to the maximum extent possible. Damage to vegetation outside the limits of the permanent and construction easements may result in damage claims against the Contractor. C. Ornamental trees, shrubs, fruit trees, etc., shall be protected from damage even if they are located within the limits of the pipeline easement. Obtain Engineer's approval to modify the pipe route, it alternative routes will minimize impact on these plantings. If such plantings must be removed, protect and replant the plantings. If plantings are damaged during the process or if they die during the one year warranty period, replace the planting in kind. 2.05 GRUBBING - DEFINITION A. Grubbing shall consist of the removal and disposal of wood or root matter below the ground surface remaining after clearing and shall include stumps, trunks, roots, or root systems greater than 2 inches in diameter or thickness to a depth of 18 inches below the ground surface. 2.06 CLEARING AND GRUBBING LIMITS A. All areas within the limits of construction upon which fill is to be placed, structures or reservoirs built, excavations made, or, access roads constructed, shall be cleared and grubbed. These areas shall be cleared and grubbed in stages as the construction area is increased, to ensure that no more clearing and grubbing is done than necessary. B. Grubbing may be restricted to those areas defined in Paragraph A, at the Contractor's discretion. Grubbing along water or sewer lines is required only within the limits of the trench width. 2.07 DISPOSAL OF CLEARING AND GRUBBING DEBRIS A. Burning is not allowed. B. Clearing and grubbing debris shall be promptly removed from the site and disposed of in accordance with all local laws, codes, and ordinances. The Contractor shall bear full responsibility for lawful and safe disposal of all cleared and grubbed material. Excess earth and rock shall be disposed of off -site, at the Contractor's sole expense. 2.08 STRIPPING - DEFINITION A. Stripping shall include the removal and disposal of all organic sod, topsoil, grass and grass roots, and other objectionable material remaining after clearing and grubbing from the areas designated to be stripped. The exact depth of stripping will be determined by the Engineer. Topsoil requirements are specified in Section 02200, EARTHWORK. FY 112118 Crossover Road Water & Sewer — Phase II Section 02102 - 2 2.09 DISPOSAL OF STRIPPINGS A. Topsoil from the strippings shall be stockpiled and used for the finished site grading. Excess topsoil may be graded evenly over the Owner's property, or disposed of off -site at the Contractor's option. 2.10 PAYMENT A. Payment for the work in this Section will be included as part of the applicable unit price or lump sum amounts stated in the Proposal. No separate payment will be made. PART 3 EXECUTION Not Used. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase II Section 02102 - 3 SECTION 02150 STORM WATER POLLUTION PREVENTION PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract including GENERAL and SUPPLEMENTARY CONDITIONS, and other Division I Specifications Sections apply to the Work specified in this Section. B. Comply with Fayetteville Standard Specifications for Sewers, Section 2100, Erosion and Sediment Control, in Appendix A. 1.02 SCOPE A. This work shall consist of temporary erosion control measures needed to control erosion and water pollution, through the use of berms, sediment basins, sediment dams, fiber glass roving, silt fences, brush barriers, baled straw erosion checks, temporary flexible pipe slope drains and temporary seeding. B. Temporary erosion control measures shall be performed promptly when problem conditions exist or when potential problems are anticipated in certain areas in order to minimize soil erosion and siltation. The temporary erosion control measures shall be properly maintained until permanent erosion control features are functioning properly. C. The Contractor shall comply with all Federal, State and local laws and regulations controlling pollution of the environment. He shall take necessary precautions to prevent pollution of streams, lakes, ponds and reservoirs with fuel, oils, bitumens, chemicals, soil sedimentation or other harmful materials and to prevent pollution of the atmosphere from particulate gaseous matter. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02102 - Clearing, Grubbing and Stripping B. Section 02200 - Earthwork, Trench Excavation and Backfill. 1.04 QUALITY CONTROL A. At the Preconstruction Conference or prior to the start of the applicable construction, the Contractor shall submit, to the Owner and Engineer, his schedule for the accomplishment of temporary and permanent erosion control work as is applicable for clearing, grubbing, trenching, and backfill. The location of the project, nature of the soil, topographic features and proximity to water courses shall be considered when imposing such limitations. FYI12118 Crossover Road Water & Sewer — Phase II Section 02150 - 1 PART 2 MATERIALS 2.01 SEED AND FERTILIZER A. See Section 02485. 2.02 STRAW BALES A. Straw shall be the threshed plant residue of oats, wheat, barley, rye or rice from which the grain has been removed. 2.03 FENCE OR WIRE FABRIC A. The fence fabric shall be a commercial grade of woven wire fence fabric. The wire fabric shall be a welded wire fabric. 2.04 FILTER FABRIC A. Install filter fabric where necessary to control erosion. PART 3 EXECUTION 3.01 PERMITTING A. A Storm Water Pollution Prevention Plan is required since the area to be disturbed is more than one acre. B. The Storm Water Pollution Prevention Plan has been prepared and is included as an appendix to these Specifications. 3.02 EROSION CONTROL A. The Contractor shall schedule and conduct his operations in such a manner as to insure good erosion control practices so as to minimize soil erosion and prevent the contamination of and depositing of sediment in adjacent streams or other water courses, lakes, ponds, and other areas of water impoundment. Temporary erosion control measures which will contribute to the control of erosion and sedimentation shall be carried out in conjunction with clearing and grubbing and trenching operations. B. Permanent erosion control devices or measures shall consist of culvert pipe, terraces, gutters, bituminous curb, sectional drains, permanent slope drains, and the establishment of permanent vegetation (seeding), and when included in the contract they shall be incorporated in the construction with the least delay. Trenched area shall be seeded as the excavation proceeds to the extend considered by the Engineer as desirable or practicable. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 02150 -2 C. The Contractor shall also conform to the following practices and controls: When the material is trenched erosion of the slopes shall be so controlled both during and after completion of the work that erosion will be minimized and sediment will not enter streams, wetlands or other bodies of water. Haul roads shall be located and constructed in a manner that will keep sediment from entering streams. 2. Pollutants such as fuels, lubricants, bitumens, raw sewage and other harmful materials shall not be discharged into or near rivers, streams or impoundments or into natural or man made channels leading thereto. Wash water or waste from concrete mixing operations shall not be allowed to enter live streams. 3. All applicable regulations of agencies and statues relating to the prevention and abatement of pollution shall be complied within the performance of the contract. E. All temporary erosion and sediment control structures shall be constructed as required to control erosion. All temporary structures shall be maintained in proper operating condition during the construction period until the seeding and fertilizing operation has been completed and the grass has been established in accordance with Section 02485 of the Specifications. F. Temporary erosion and sediment control, structures shall be maintained throughout the Contractors contract period. The temporary structures shall be removed and the site cleaned up only after the end of construction activity and the seeding and fertilizing operations are complete and the grass has been established. 3.03 INSPECTION A. The Contractor shall appoint as necessary, a qualified person(s) to conduct regularly scheduled inspections during his contract. Inspections shall be conducted, with a minimum frequency of every fourteen (14) calendar days or within 24 hours following the end of at least a 0.5 inch (1/2 inch) rainfall event, whichever is earliest. During the inspection, the following areas (as a minimum) will be inspected: 1. Disturbed Areas - All areas of disturbed soil i.e. bare soil with no ground cover shall be inspected for signs of washing and erosion. 2. Material Storage Area - All central storage areas where materials/chemicals are stored for signs of spills, leaks and possible contamination. 3. Erosion and Sediment Control Measures - Inspect all erosion and sediment control measures for signs of wear, damage, remaining capacity level, usefulness, etc. FY 112118 Crossover Road Water & Sewer — Phase II Section 02150 - 3 4. Discharge Locations - Immediately following, and possibly during, a significant rainfall event, inspect all discharge locations to ascertain the effectiveness of the control measures. 5. Entrance/Exit Locations - Inspect all exit points from the site for evidence of vehicle tracking. The inspector shall complete an inspection form for each inspection performed. As a minimum, the inspection form shall contain the following information: o Name and location of project. o Name and title of the inspector. o Date and time of the inspection. o Scope of the inspection. o Major observations made during the inspection. o Actions taken as a result of the inspection. 3.04 MAINTENANCE OF ROADWAYS A. The existing paved roadways at and adjacent to the construction locations shall be maintained in a clean and passable condition by the Contractor. When required or as requested by the Owner, AHTD, or the Engineer, the Contractor shall broom or wash the existing paved roadways to remove excess mud or dirt at the construction area and for a reasonable length of the existing roadway beyond the construction area. The work shall not be paid for directly, but shall be considered incidental to the other items of work and the cost included as a part of the work. 3.05 PAYMENT A. Payment for the work in this Section will be included as part of the applicable lump sum amount stated in the Proposal. Monthly progress payments for erosion control work will be made based on the percentage of pipe installed, backfilled and seeded. END OF SECTION FY l 12118 Crossover Road Water & Sewer — Phase II Section 02150 - 4 SECTION 02200 EARTHWORK, TRENCH EXCAVATION AND BACKFILL PART I 1.01 A. B. 1.02 1.03 1.04 GENERAL SCOPE This Section covers the work necessary for the earthwork, trenching and backfilling complete. Work shall conform with the Fayetteville Standard Specifications for Sewers, Section 2300, Excavation, Backfilling and Compacting, as applicable. DEFINITIONS - RELATIVE COMPACTION A. "Relative compaction" is defined as the ratio, in percent, of the as -compacted field dry density to the laboratory maximum dry density as determined by the Standard Proctor Test, ASTM D698. Corrections for oversize material shall be applied as required by the most current version of ASTM D-698 and in accordance with ASTM D-4718. DEFINITIONS - OPTIMUM MOISTURE CONTENT A. "Optimum moisture content" is defined as the moisture content of the material for which the maximum dry density is obtained as determined by ASTM D698. Corrections for oversized material shall be applied as required by the most current version of ASTM D-698 and in accordance with ASTM D-4718. SUBMITTALS A. Submittals shall be made in accordance with SECTION 01300, SUBMITTALS DURING requirements of this section. B. Provide the following submittals: Samples for all imported material. PART 2 MATERIALS the GENERAL CONDITIONS, CONSTRUCTION, and the A. Provide all labor, materials, and equipment necessary to accomplish the work specified in this Section. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 02200-1 2.02 COMMON EXCAVATION A. Complete all common excavation regardless of the type, nature, or condition of the materials encountered. The Contractor shall make his own estimate of the kind and extent of the various materials to be excavated in order to accomplish the work. 2.03 EARTH FILL A. Excavated material free from roots, organic matter, trash, debris, rocks larger than 3 inches, and other deleterious materials. Suitable material may be obtained by the Contractor from the excavation for the proposed pipelines. Provide imported material of equivalent quality, if required to accomplish the work. Imported material shall be provided at the Contractor's sole expense. 2.04 GRANULAR FILL A. Imported GRANULAR FILL shall be 1 -1/2 -inch minus crushed gravel or crushed rock, free from dirt, clay balls, and organic material, well graded from coarse to fine, containing sufficient finer material for proper compaction, and less than 8 percent by weight passing the No. 200 sieve. Arkansas Highway and Transportation Department classification "Class -7 Base" shall qualify as GRANULAR FILL material. 2.05 SAND Not used. 2.06 GRIT Not used. A. Three-inch minus river -run or pit -run gravel, free from clay balls, roots, and organic matter; well crushed gravel or crushed rock graded with less than 8 percent by weight passing the 1/4 -inch sieve. Submit samples for approval prior to delivery of the material to the site. 2.08 GRANULAR PIPE BASE AND PIPE ZONE MATERIAL A. Granular pipe base and pipe zone material for PVC and ductile iron pipe, as required by the typical trench details appended hereto, shall be angular rock not exceeding 3/4 - inch maximum size (Class 67). Additionally, Class 7 Base may be used as granular pipe base and pipe zone material with ductile iron pipe. Waste material from mining operations shall not be used. 2.09 NATIVE PIPE BASE AND PIPE ZONE MATERIAL A. Not used. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 02200-2 2.10 BACKFILL ABOVE THE PIPE ZONE A. Materials from the excavation containing no particles larger than 6 -inch diameter, free from roots, debris, and organic material, when not otherwise specified on Drawings or Details. 2.11 TOPSOIL A. Selected topsoil at the site, properly stored and protected, free from roots, sticks, hard clay, and stones which will not pass through a 3 -inch square opening. Remove existing grass and overburden before topsoil is excavated. Provide imported topsoil of equal quality if required to accomplish the work. B. Where the trench is located in an existing alley, drive, or street, the trench shall be backfilled with Class -7 Base to the elevation and density indicated on the Drawing details. 2.12 FLOWABLE SELECT MATERIALS A. The flowable select materials (flowable fill) shall be a plant mixed slurry of sand cement, flyash and water in a ratio of 28001b: 80-1001b: 220-3001b (max). This mixture shall be required to meet the minimum criteria of a compressive strength of 75 psi to 150 psi at 28 days. The specifications for the sand, cement, and flyash are found in Sections 03300 of these specifications. 2.13 WATER FOR COMPACTION A. Furnish as required. 2.14 COMPACTION EQUIPMENT A. Compaction equipment shall be of suitable type and adequate to obtain the densities specified. B. Compaction equipment shall be operated in strict accordance with the manufacturer's instructions and recommendations. Equipment shall be maintained in such condition that it will deliver the manufacturer's rated compactive effort. Hand -operated equipment shall be capable of achieving the specified densities. 2.15 MOISTURE CONTROL EQUIPMENT A. Equipment for applying water shall be of a type and quality adequate for the work, shall not leak, and shall be equipped with a distributor bar or other approved device to assure uniform application. Equipment for mixing and drying out material shall consist of blades, discs, or other approved equipment. FY 112118 Crossover Road Water & Sewer— Phase 11 Section 02200-3 2.16 ROCK EXCAVATION A. Rock excavation is not a separate pay item and rock quantities will not be measured. Complete all excavation required for the construction of the water and sewer system components without regard to the type of materials to be encountered. The Contractor shall make soil investigations as he considers necessary for his own determination of the types of materials existing at the site. PART 3 EXECUTION 3.01 CLEARING, GRUBBING, AND STRIPPING A. Complete clearing and grubbing work as specified in Section 02102, CLEARING, GRUBBING, AND STRIPPING, prior to beginning work in this Section. 3.02 STRIPPING TOPSOIL A. Prior to beginning any excavation or fill, strip the topsoil to a depth of at least 6 inches or to a depth sufficient to remove all organic material and stockpile for future use. In general, topsoil shall be removed where structures are to be built, embankments or levees constructed, trenches dug, and roads, parking lots, walks, and similar improvements constructed within the areas presently covered with topsoil. Topsoil shall be stored clear of the construction area. Take reasonable care to prevent the topsoil from becoming mixed with subsoil or eroding. 3.03 COMMON EXCAVATION A. Perform all common excavation of every description, regardless of the type, nature, or condition of material encountered, as specified, shown, or required to accomplish the construction. 3.04 TRENCH AND EXCAVATION SAFETY SYSTEM A. The Contractor shall be solely responsible for making the excavation in a safe manner. Provide appropriate measures to retain excavation side slopes to ensure that men working in or near the excavation are protected. B. The current edition of the Occupational Safety and Health Administration (OSHA) Standard for Excavation and Trench Safety Systems, 29 CFR 1926, Subpart P, is hereby incorporated into these Specifications by reference and shall be deemed to be included in the Contract the same as though herein written out in full. C. The work included in the Bid Proposal for "Excavation and Trench Safety Systems" shall include the lump sum amount for providing the safety systems required to comply with the OSHA Safety Standard set forth above, in accordance with Act 291 of 1993 of the State of Arkansas. The Contractor shall comply with the provisions of said document for all excavations which equal or exceed 5 feet in depth. FY112118 Crossover Road Water & Sewer — Phase 11 Section 02200-4 3.05 LIMITS OF EXCAVATION A. Excavate to the depths and widths required. Allow for forms, working space, granular base, and finish topsoil where shown or required. Excavation carried below the grade lines shown or established by the Engineer shall be replaced with the same fill material as specified for the overlying fill or backfill, compacted as required for such overlying fill or backfill. Where the overlying area is not to receive fill or backfill, replace the over excavated material and compact to a density not less than that of the underlying ground. The Contractor shall correct all over excavated areas at the Contractor's sole expense. 3.06 REMOVAL OF WATER A. Provide and operate equipment adequate to keep all excavations and trenches free of water. Remove all water during period when concrete is being deposited, when pipe is being laid, during the placing of backfill unless water settling is required, and at such other times as required for efficient and safe execution of the work. Removal of groundwater shall be accomplished in a manner that will preserve the strength of the foundation soils, will not cause instability of the excavation slopes, and will not result in damage to existing structures. 3.07 PREPARATIONS FOR PLACING BACKFILLS A. Backfill around concrete structures only after the concrete has attained the specified compressive strength indicated in Section 03300, CONCRETE. Remove all form materials and trash from the excavation before placing any backfill. Obtain the Engineer's acceptance of concrete work and attained strength prior to backfilling. B. Do not operate earth -moving equipment within 5 feet of walls of concrete structures for the purpose of depositing or compacting backfill material. Compact backfill adjacent to concrete walls with hand -operated tampers or similar equipment that will not damage the structure. 3.08 TRENCH EXCAVATION AND BACKFILL A. Excavate for the installation of piping, utilities, and appurtenances. All obstructions, such as tree roots, stumps, abandoned concrete structures, and other material of any type shall be removed. 3.09 TRENCH WIDTH A. Minimum width of unsheeted trenches or the minimum clear width of sheeted trenches in soil trenches in which pipe is to be laid shall be 8 inches greater than the inside diameter of the pipe. Sheeting requirements shall be independent of trench width. The maximum clear width at the top of the pipe or above the pipe will not be limited, except in cases where excess width of excavation would cause damage to adjacent structures. B. Minimum trench width in rock excavation areas shall be 12 -inches greater than the inside diameter of the pipe. FY 1 121 18 Crossover Road Water & Sewer — Phase II Section 02200-5 C. The maximum width for payment purposes, for Granular Trench Backfill shall be the pipe O.D. plus 24 -inches. 3.10 GRADE A. Carry the bottom of the trench to the depths shown, or as established by the Engineer. Allow for pipe thickness and for pipe base or special bedding when specified. Backfill any part of the trench excavated below grade with granular pipe base material or native pipe base material, as required by the details on the Drawings, and compact to a density equal to the undisturbed trench bottom. 3.11 SHORING, SHEETING, AND BRACING OF TRENCHES A. Erect, maintain, and remove shoring, sheeting, and bracing as required by all federal, state and local laws, codes and ordinances. 3.12 REMOVAL OF WATER A. Removal of water shall be accomplished as specified hereinbefore. 3.13 TRENCH STABILIZATION A. If the material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the flow line to remove the unsuitable material, and backfill to the required grade with TRENCH STABILIZATION MATERIAL as specified hereinbefore. Unsuitable material is material which is not capable of supporting the pipe base material, pipe and/or backfill (i.e., organics, mud, large rocks, trash, etc.). 3.14 BASE FOR PVC AND DUCTILE IRON IN ROCK TRENCH A. Place a minimum 6 -inch thickness of GRANULAR PIPE BASE of the type hereinbefore specified. Place for the full width of the trench with the top of the granular base at flow line grade. Bed the pipe in the granular base so that the flow line is at the required grade and elevation. Place and finish the gravel base to grade ahead of the pipe laying operation. Place GRANULAR PIPE ZONE MATERIAL to a level 6 -inches above the top of the pipe. 3.15 BASE FOR PVC AND DUCTILE IRON WATER PIPE IN SOIL TRENCH A. Install 6 -inches minimum GRANULAR PIPE BASE AND PIPE ZONE MATERIAL below, around and above the water main. 3.16 TRENCH BACKFILL ABOVE THE PIPE ZONE A. In trenches under all structures, sidewalks, roads, piping, and similar facilities, except where specifically shown, deposit GRANULAR FILL (Class 7 Base), as specified hereinbefore, in horizontal lifts not exceeding 8 inches in uncompacted thickness. Compact to not less than 95 percent relative compaction. Repair any subsequent damage caused by settlement of trenches at the Contractor's sole expense. B. Where so directed by the Owner, substitute FLOWABLE FILL for GRANULAR FILL for backfill material under streets. FY 112118 Crossover Road Water & Sewer — Phase II Section 02200-6 C. Compaction within the limits of the highway right of way shall conform to the requirements of AHTD Standard Specifications, Section 306, 95% Compaction Standard. D. In trenches under non -paved alleys, driveways, parking areas and similar areas designated by the Engineer, backfill with "lightly consolidated" GRANULAR FILL (Class 7 Base) in horizontal lifts not exceeding 8 inches in uncompacted thickness. "Lightly consolidated" shall be interpreted as making a minimum of three (3) passes with a hand operated compactor. E. In other areas the excavated trench material may be used for backfill. Push by mechanical means, first onto the slope of the backfill previously placed and allow to roll down into the trench. Do not allow free fall of the material into the open trench. Under no circumstances allow sharp, heavy pieces of material to drop directly onto the pipe or the material in the pipe zone. Backfill material shall not exceed 1/4 cubic foot in size and shall be intermixed with finer material to produce completed fill that is free from detrimental voids and segregation. Neatly windrow the material over the trench to provide for future settlement. Any excess or deficiency of backfill material after settlement within the guarantee period shall be corrected by regrading and adding or removing material. 3.17 SITE GRADING A. Perform all earthwork to the lines and grades as shown and/or established by the Engineer, with proper allowance for topsoil where specified or shown. Shape, trim, and finish slopes of channels to conform with the lines, grades, and cross sections shown. Make slopes free of all exposed roots and stones exceeding 3 -inch diameter which are loose and liable to fall. Round tops of banks to circular curbs, in general, not less than a 6 -foot radius. Rounded surfaces shall be neatly and smoothly trimmed. Over excavating and backfilling to the proper grade will not be acceptable. Finished site grading will be reviewed by the Engineer. 3.18 DISPOSAL OF EXCESS EXCAVATION A. Dispose of all excess excavated materials, not required or suitable for use as backfill or fill, outside of the area of work. Contractor shall make his own arrangements for the disposal of the excavated material and bear all costs or retain any profit incidental to such disposal. 3.19 SETTLEMENT A. Any settlement in backfill, fill, or in structures built over the backfill or fill, which may occur within the 1 -year guarantee period in the General Conditions will be considered to be caused by improper compaction methods and shall be corrected at the Contractor's sole expense. Any structures damaged by settlement shall be restored to their original condition by the Contractor at the Contractor's sole expense. FYI12118 Crossover Road Water & Sewer — Phase II Section 02200-7 3.20 DRAINAGE CULVERTS A. Replace in kind drainage culverts which are destroyed. If the culvert cannot be reused, dispose of it and furnish and install new pipe. All culverts shall be protected from damage or restored to equivalent condition, if damaged, at no cost to the Owner. B. Replace culverts to the existing lines and grades. Do not replace culverts until the proposed pipeline is installed and the backfill of the trench has been completed to the subgrade of the culvert. 3.21 CONTAINMENT STRUCTURES A. Replace in kind, any containment structures such as cattle guard, fences, etc., which are destroyed. If the structures cannot be reused, dispose of it and furnish and install as new at no cost to the Owner. 3.22 PAYMENT A. Payment for the work in this Section will be included as part of the unit price and lump sum bid amounts stated in the Proposal. B. Payment for trench excavation, GRANULAR PIPE BASE, GRANULAR PIPE ZONE MATERIAL and trench backfill for PVC or ductile iron pipe shall be included in the unit price of the pipe pay item. C. Payment for trench stabilization material will be based on the unit price per ton stated in the Proposal. Measurement will be based upon individual trip tickets of actual truck measure furnished the Engineer for tons used under this item. Trip tickets shall be presented to the Engineer for his signature on the day the material is delivered. No payment will be allowed on trip tickets not so validated by the Engineer. Payment for this item shall constitute full compensation for all materials, labor, equipment, and incidentals necessary to furnish materials at trench side and for placing and compacting it in the trench and for the extra depth of trench excavation required below the pipe base grade to provide for a stable base for the pipe. This item is to provide for unstable base encountered in the progress of the work and shall be used only under the direction of the Engineer. D. Payment for GRANULAR FILL (Class 7 Base) used for street and parking lot crossings, driveways and other authorized areas will be based on the unit price per ton stated in the Proposal, and the number of tons placed within the authorized limits. This payment shall constitute full compensation for the work as specified herein. Quantities for payment purposes shall be the actual number of tons used, based on truck weights and trip tickets signed by the Engineer. Trip tickets shall be presented to the Engineer for his signature on the day that the material is delivered. This pay item does not include payment for GRANULAR PIPE BASE and GRANULAR PIPE ZONE MATERIAL, as required by the Details. Include the cost of this material in the bid price for PVC and ductile iron water and sewer lines. E. No separate payment will be made for rock excavation. Include the cost of any anticipated rock excavation in the unit price bid per foot of pipe. FY 1 121 18 Crossover Road Water & Sewer — Phase 11 Section 02200-8 F. No separate payment will be made for providing and installing GRANULAR PIPE BASE AND PIPE ZONE MATERIAL. Include the cost of this material in the unit price bid per foot of pipe. G. No separate payment will be made for protecting, repairing and/or replacing existing culverts. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase It Section 02200-9 SECTION 02218 LANDSCAPE GRADING PART1 GENERAL 1.01 WORK INCLUDED A. Finish grade subsoil. B. Place, level, and compact topsoil. 1.02 RELATED WORK A. Section 01400 - Quality Control: Compaction requirements of backfill. B. Section 02200 - Rough Grading: Subsoil contouring. C. Section 02200 - Backfilling: Backfilling and compacting fill. D. Section 02200 - Trenching: Excavation, backfill, and compacting fill in trenches. E. Section 02485 - Finish ground cover. 1.03 PROTECTION A. Protect landscaping and other features remaining as final work. B. Protect existing structures, fences, roads, sidewalks, paving, and curbs. PART 2 PRODUCTS 2.01 MATERIALS A. Topsoil: Reused or imported, friable loam; free of subsoil, roots, grass, excessive amount of weeds, stone, and foreign matter; acidity range (pH) of 5.5 to 7.5; containing a minimum of 4 percent and a maximum of 25 percent organic matter. PART 3 EXECUTION 3.01 INSPECTION A. Verify site conditions and note irregularities affecting work of this Section. B. Beginning work of this Section means acceptance of existing conditions. FYI12118 Crossover Road Water & Sewer — Phase II Section 02218 - I 3.02 SUBSOIL PREPARATION A. Eliminate uneven areas and low spots. Remove debris, roots, branches, stones in excess of 2 inches in size. Remove subsoil contaminated with petroleum products. B. Scarify subgrade to depth of 3 inches where topsoil is scheduled. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. 3.03 PLACING TOPSOIL A. Place topsoil in areas where seeding is scheduled. B. Use topsoil in relatively dry state. Place during dry weather. C. Fine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. D. Remove stone, roots, grass, weeds, debris, and foreign material while spreading. E. Manually spread topsoil around plants and structures to prevent damage. F. Lightly compact placed topsoil. G. Remove surplus subsoil and topsoil from site. H. Leave stockpile area and site clean and raked, ready to receive grass seeding. 3.04 TOLERANCES A. Top of Topsoil: Plus or minus 1 inch. 3.05 SCHEDULE OF LOCATIONS A. The following paragraphs identify compacted topsoil thicknesses for various locations. B. Seeded Grass: 6 inches. C. Garden Areas: 18 inches. 3.06 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts for pipe, for work completed along pipelines. END OF SECTION FY 1121 18 Crossover Road Water & Sewer — Phase 1I Section 02218 - 2 SECTION 02223 BORED HIGHWAYAND STREET UNDERCROSSINGS PART1 GENERAL A. This Section covers the work necessary for the construction of the bored or punched undercrossings, complete, within the limits shown. It also covers installation of open cut casings where designated on the Drawings and where a minimum of 18 -inch vertical separation between water and sewer mains cannot be achieved. B. This Section also covers the completion of"short bores" under trees to be designated by the Owner. C. All necessary permits for the undercrossings will be obtained by the Owner. D. The operations on or in the edge of the highway right-of-way must conform to the requirements of the Arkansas Highway and Transportation Department (Permitter). Execute all necessary agreements and/or permits before entering upon or commencing any work on the highway right-of-way. Comply, also, with the applicable requirements of the GENERAL CONDITIONS and the SUPPLEMENTARY CONDITIONS. E. Street crossings on this project are Fayetteville City streets and work in the vicinity of these streets shall conform to the Fayetteville street standards. 1.02 RELATED DOCUMENTS A. Comply with Fayetteville Standard Specifications for Sewers, Section 3400, Utility Line Bores, in Appendix A. PART2 PRODUCTS Not Used FY 112118 Crossover Road Water & Sewer — Phase II Section 02223-1 PART 3 EXECUTION 3.01 PAYMENT A. Payment for the bored and jacked or direct buried casing will be based upon applicable unit prices stated in the Proposal. Separate payment will be made for the water or sewer pipe installed through the casing. Payment for casing shall include the cost of casing spacers, end seals and pipe joint thrust restraints within the limits of the casing. B. Payment for uncased short bores under trees will be based on the applicable unit prices stated in the Proposal, for locations specifically authorized by the Owner. Separate payment will be made for the water pipe installed through the short bore. END OF SECTION UNDERCROSSING SCHEDULE APPENDED HERETO. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 02223-2 UNDERCROSSING SCHEDULE BORED WATER MAIN CROSSINGS Minimum Crossing Plan Pipe Minimum Casing Pipe Number Station Sheets Size Casing Size Length (1) Material 1 135+20 4,8 12" 24" 136' PVC 3 149+06 4, 9 12" 24" 138' PVC 4 162+85 5, 9 12" 24" 169' PVC 6 185+40 7, 10 8" 16" 149' PVC PARALLEL WATER AND SEWER MAIN BORES 164 + 22 - to 164+70 5 12" 24" 48' PVC (Water) 175 + 12 - to 175+42 6 8" 16" 30' PVC (Water) 176 + 28 - to 176+78 6 8" 16" 50' PVC (Water) - 179+00 FM 2 6" 16" 70' PVC (Force Main) - 179+00 S2 8" 16" 80' PVC (Sewer) 181 + 10 - to 181 +70 7 8" 16" 120' PVC (Water) Note: (1) Casing length is the total of bored and direct bury casing. FYI 12118 Crossover Road Water & Sewer— Phase II Section 02223-3 SECTION 02444 FENCING PARTI GENERAL 1.01 SCOPE A. Any damage to any existing chain link fencing shall be repaired in accordance with this Section. B. Any damage to any other existing fencing shall be made with materials specified in this Section. 1.02 GENERAL A. Like items of materials provided hereunder shall be the end products of one manufacturer in order to achieve standardization for appearance, maintenance, and replacement. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.03 SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. 1.04 REFERENCE STANDARDS A. Specification of Metallic -Coated Steel Chain Link Fence Fabric, published by Chain Link Fence Manufacturers Institute, Washington, DC 20036. PART 2 MATERIALS A. The use of a manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and general configuration desired only. Products of other manufacturers will be considered in accordance with the General Conditions. B. New materials and products of recognized, reputable manufacturers shall be used. Rerolled, or regalvanized materials are not acceptable. C. All materials shall be hot -dip galvanized after fabrication. Posts and other appurtenances shall have a minimum zinc coating of 1.2 ounces per square foot of surface. FY1121 l8 Crossover Road Water & Sewer — Phase II Section 02444 - 1 D. Aluminum -coated fabric and wire may be substituted for the galvanized fabric and wire. Aluminum coating shall be not less than 0.40 ounce per square foot, complying with ASTM A 491, Class II. 2.02 FABRIC A. Chain link fence fabric, six foot in height, woven of No. 9 gauge wire in 2 -inch diamond -mesh pattern, salvages twisted and barbed, galvanized after weaving with 1.2 ounce zinc coating conforming to ASTM A 392. B. Replacement fabric shall match the height of the original fence fabric. 2.03 POSTS A. Federal Specification RR -F-191, fence, posts, gates, and accessories, except as hereinafter modified. Standard lengths for setting in ground or in concrete as required for conditions shown. 2.04 LINE POSTS A. Use galvanized 21/2 -inch outside diameter, Schedule 40 steel pipe, weight 3.65 pounds per linear foot. 2.05 END, CORNER, ANGLE, AND PULL POSTS A. For end, corner, angle, and pull posts, use 2.875 -inch outside diameter standard weight steel pipe, weight 5.79 pounds per linear foot. 2.06 POST TOPS A. Post tops shall be pressed steel, or malleable iron, designed as a weathertight closure cap for tubular posts. Provide one cap for each post, unless equal protection is afforded by combination post top cap and barbed wire supporting arm where barbed wire is required. Where top rail is used, provide tops to permit passage of top rail. 2.07 TENSION WIRE A. Tension wire shall be zinc- or aluminum -coated coil spring steel wire not less than No. 7 -gauge (0.177 inch in diameter). Provide tie clips of manufacturer's standard as approved for attaching the wire to the fabric, at intervals not exceeding 24 inches. 2.08 STRETCHER BARS A. Stretcher bars shall be one-piece lengths equal to full height of fabric with a minimum cross-section of 3/16 inch by 3/4 inch. Provide one stretcher bar for each gate and end post and two for each corner and pull post. 2.09 STRETCHER BAR BANDS A. Bar bands shall be heavy -pressed steel, spaced not over 15 inches on center to secure stretcher bars to tubular end, corner, pull, and gate posts. FYI 12118 Crossover Road Water & Sewer — Phase II Section 02444 -2 2.10 2.11 2.12 2.13 2.14 2.15 TOP RAIL A. Not less than 18 -foot long tubular steel, 15/e -inch outside diameter, weight 2.27 pounds per linear foot. Couplings to be outside -sleeve type and at least 6 inches long. Provide springs at one coupling in five to permit expansion in rail as recommended by the manufacturer. Top rail to extend through line post tops to form continuous brace from end -to -end of each stretch of fence. A. Brace pipe shall be of the same material as the top rail and shall be installed midway between the top rail and extend from the terminal post to the first adjacent line post. Braces shall be securely fastened to the posts by heavy -pressed steel and malleable fittings, then securely trussed from line post to base of terminal post with a 3/s -inch truss rod and tightener. FITTINGS A. Malleable steel, cast iron, or pressed steel, as required. Fittings to include extension arms for barbed wire, stretcher bars and clamps, clips, tension rods, brace rods, hardware, fabric bands and fastenings, and all accessories. Provide 45 -degree bracket type supports to accommodate three strands of barbed wire. 1.1 r 1i .i" A. Four -point pattern with two strands of No. 121/2 gauge wire, and 1 -inch barbs 5 inches apart. Zinc -coated barbed wire shall conform to ASTM A 121; aluminum -coated barbed wire to ASTM A 585. CONCRETE A. Materials as specified in Section 03300, CONCRETE. Proportions shall be 1:2:4. Compressive strength shall not be less than 2,000 psi at 28 days. FARM FENCE POSTS A. Repair farm fences utilizing "T" type steel posts with equivalent steel posts. B. Utilize 4 -inch minimum diameter pressure treated posts to repair existing fences utilizing wood posts. If existing posts are larger diameter, replace with equally sized new pressure treated posts. PART 3 3.01 A. EXECUTION INSTALLATION Installation of fencing shall meet the requirements of ASTM F 567. FYI 12 118 Crossover Road Water & Sewer — Phase II Section 02444 - 3 B. Erect fencing in straight lines between angle points by skilled mechanics experienced in this type of construction. Erect in accordance with the manufacturer's recommendations as approved and with these Specifications. Post holes shall be a minimum depth of 3 feet below finished grade. Holes for line posts shall be 9 inches in diameter. Holes for gate, corner, and pull posts shall be 16 inches in diameter. Space posts not more than 10 feet on centers and in true lines. Set posts plumb and to a depth of 2 feet 10 inches. Fill remainder of hole with concrete to extend around the posts to a point 2 inches above finished grade. The top surface shall have a crown watershed finish. After concrete has set, install accessories. Fasten chain link fabric to end posts with stretcher bars and clamps and to line posts and top rail with wire or bands at approximately 14 -inch centers and 24 -inch centers, respectively. The top rail of the fence shall be at the top of the fabric. Install three strands of barbed wire on the brackets, tighten, and secure at each bracket. Brace gate posts diagonally to adjacent line posts to ensure stability. Hang gates and adjust all hardware so that gates operate satisfactorily from open or closed position. C. Repair/replace farm or lawn fencing with new posts as specified spaced on 10 -ft. maximum centers. Use the specified barbed wire for barbed wire fences. Repair woven wire fences with equivalent galvanized woven wire. 3.02 CLEANUP A. Upon completion of the fence installation, clean up all waste material resulting from the operation. 3.03 PAYMENT A. No separate payment will be made for any fence replacement and/or repairs that may be required to existing fence during the pipe laying process. END OF SECTION FY 11211$ Crossover Road Water & Sewer — Phase [1 Section 02444 -4 SECTION 02485 FINISH GRADING AND GRASS PARTI GENERAL 1.01 SCOPE A. This Section covers the work necessary for the finish grading and grass establishment, complete, including furnishing and delivery of material and seeding and maintenance of grass. The intention of this Specification is that the Contractor returns areas of damaged turf to the condition in which he found them at the start of the job and that a grass stand be established on all cleared areas. The only areas not to be seeded are areas receiving gravel or paved surfaces and areas used for vegetable gardens. 1.02 A. B. C. PART 2 2.01 PART 3 3.01 RELATED DOCUMENTS Comply with Fayetteville Standard Specifications for Sewers, Section 6100, Lawn and Grass Restoration, in Appendix A. Install sod on all lawn areas per Section 06100. Install seed and mulch on all field areas per Section 06100. MATERIALS Comply with Section 06100. EXECUTION SCHEDULE FOR CLEAN UP AND GRASS/SOD RESTORATION A. Specification Section 01311, Schedule and Sequence of Operations, lists six phases of construction on the "Construction Sequence Priority List" on Page No. 01311-1 and 01311-2. As listed on these pages each phase of work shall be completed in the sequence listed in the priority list. Once each phase is completed and tested and construction moves to the next phase, the Contractor shall have 30 days to complete the cleanup, topsoiling, fertilizing, seeding and/or sodding for the completed phase. If this cleanup work is not completed in this time frame, monthly progress requests for subsequent construction work will not be processed until acceptable seeding and/or sodding is in place on the completed phase(s) of work. FY 112118 Crossover Road Water & Sewer — Phase II Section 02485 - 1 B. The 30 days listed in Paragraph A. shall commence after required testing, provided that the testing is completed in an expeditious manner after each construction phase is complete. If testing is delayed for the convenience of the Contractor, the 30 days shall commence after the normal time to complete testing upon construction completion, and the Contractor shall be advised when the 30 days period starts. C. If the construction area for a specific construction phase is to be used for access to subsequent construction phases, the Owner and Engineer shall review the situation and may waive the 30 day requirement on a case by case basis. 3.02 PAYMENT A. All disturbed areas in lawns shall be restored with sod. Payment for sod shall be based on the unit price bid per square yard of sod, based on the measured area of sod installed and growing at the end of the project. Payment along pipelines shall be limited to a maximum width of 20 feet. Sod replacement outside of this maximum payment width shall be at the Contractor's expense. B. All disturbed areas in fields shall be restored with seed and mulch. Payment for seeding and mulch will be included as part of the unit price bid per foot of pipe, for pipeline work. No separate payment will be made for seeding and mulching fields. END OF SECTION FYi 12118 Crossover Road Water & Sewer — Phase II Section 02485 - 2 SECTION 02601 ASPHALT AND CONCRETE RESTORATION PARTI GENERAL 1.01 SCOPE A. This Section covers the work necessary for the restoration of asphalt pavement, replacement of sidewalks, curb and gutter, drainage facilities, and incidental work, complete. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.02 STANDARD SPECIFICATIONS A. Where the term "Standard Specifications for Highway Construction" is used, such reference shall mean the current edition of Arkansas Highway and Transportation Department Standard Specifications. Where reference is made to a specific part of the Standard Specifications, such applicable part shall be considered as part of this section of the Specifications. In case of a conflict in the requirements of the Standard Specifications and the requirements stated herein, the requirements herein shall prevail. B. Conform to the Fayetteville Standard Specifications for Sewers, Section 6000, Pavement Repair. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02200 - Earthwork, Trench Excavation and Backfill 1.04 SUBMITTALS DURING CONSTRUCTION A. Prior to the delivery of specified aggregate to the site, the Contractor shall submit samples of the material for the Engineer's approval. Samples shall be typical of materials to be furnished from the proposed source and in conformance with the specified requirements. B. Prior to the delivery of asphalt materials and paving mixes to the site, the Contractor shall submit certificates of compliance of such materials with these Specifications. C. Where laboratory testing is specified herein, the Contractor shall employ an independent testing laboratory to conduct such tests and submit certificates of the test results to ensure Specification conformance. D. The costs for submittals shall be included in the price(s) quoted for the work under this Section. FY 1121 18 Crossover Road Water & Sewer— Phase [I Section 02601 - i 2.01 CONCRETE A. Concrete for sidewalks, pavement, and miscellaneous construction shall conform to ASTM C 94, Alternate 3; and shall have a design mix proportioned for 3,000 pounds per square inch compressive strength at 28 days. Concrete mix shall contain no less than 5-1/2 sacks of cement per cubic yard. B. Concrete for asphalt highway repair shall be high eary strength, 2100 psi at 24 hrs. 2.02 CONCRETE FORMS A. All forms for pavement and sidewalks shall be either 2 -inch dimensioned lumber, plywood, or metal forms. UJi1L[ • `•1IJIPJ A. Commercial grade conforming to ASTM C 309, Type 1. 2.04 REINFORCING STEEL A. Conform to ASTM A 615, Grade 60. 2.05 BASE COURSE A. Gravel for the base course shall be clean, hard, durable, pit -run crushed stone which is reasonably graded from coarse to fine. Base course shall conform to Section 303 for Class 7 Base of the Standard Specifications for Highway Construction and compacted as specified herein. 2.06 GRAVEL SURFACE COURSE A. Gravel for the surface course shall be clean, hard, and durable, and shall be reasonably graded from coarse to fine. The surface course shall conform to Section 303 for Class 7 Base of the Standard Specifications for Highway Construction. 2.07 ASPHALT CEMENT A. Asphalt cement for binder shall be AC 85-100 paving asphalt conforming to the Standard Specifications unless otherwise specified. 2.08 PRIME COAT A. Asphalt to be used for a prime coat shall be asphalt emulsion Type RS -2, CRS -2, or liquid asphalt MC -70, MC -250, or RC -250 conforming to ASTM D 977, D 2397, D 2027, or D 2028. 2.09 TACK COAT A. Asphalt emulsion conforming to ASTM D 977 or D 2397, unless otherwise specified. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 02601 - 2 2.10 ASPHALT CONCRETE, HOT - PLANT MIX A. Hot mix asphalt concrete for paving the designated area shall be Type 11 hot -plant mix and all materials shall conform to the requirements of Section 407 of the Standard Specifications for Highway Construction. Portions of the referenced specification that are obviously not applicable for the type of work to be done shall be disregarded. 2.11 CULVERT A. Culvert pipe shall be galvanized corrugated metal pipe not less than 14 -gauge and shall conform to AASHTO M 36 with the added requirement that the pipe and coupling bands shall be completely coated with bituminous material conforming to ASTM D 449. Provide manufacturer's standard coupling bands, complete. Bolts shall be galvanized. PART 3 EXECUTION 3.01 CONSTRUCTION PROCEDURE A. Trench backfill shall be as specified in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. B. Replace all bituminous pavement damaged under this Contract with like materials. C. Replace concrete pavement damaged under this Contract with minimum of 6 -inch thickness or to conform with existing, whichever is greater. D. In addition to the requirements set forth herein, the work shall conform to the applicable workmanship requirements of the AHTD Standard Specifications referenced heretofore. 3.02 REMOVAL OF PAVEMENT, SIDEWALK, CURBS, AND GUTTERS A. Removal of all pavement, sidewalks, curbs, and gutters shall conform to Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL, and payment for removal shall be included in that section. 3.03 STREET MAINTENANCE A. Maintain all trenches as specified under Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. 3.04 EXCAVATION AND BACKFILL A. Excavation and backfill are specified in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. Special backfill around culvert pipe is specified with the culvert installation. FYI 12118 Crossover Road Water & Sewer — Phase Il Section 02601 - 3 3.05 INSTALLATION OF CULVERT A. Install culvert where shown on the Drawings or where existing culverts are destroyed. Pipe shall be carefully bedded to provide uniform bearing. Coupling bands shall be installed in conformance with the manufacturer's recommendations. Use gravel base course to a point 6 inches above pipe. Backfill remainder with base course material. Place backfill in 6 -inch lifts uniformly on both sides of the pipe simultaneously, and thoroughly compact each lift with mechanical tampers before placing the next lift. 3.06 PREPARATION OF SUBGRADE A. Bring subgrade to proper grade and cross section shown by means of a blade grader or other suitable equipment. Compact subgrade with bulldozer, roller, loaded trucks, or other suitable equipment moving uniformly over the surface. As the compaction of the subgrade proceeds, dig out all soft or spongy areas and fill the resulting holes with locally available red chert, clay gravel, or other material satisfactory to the Engineer. Dispose of excess materials resulting from grading. Do not permit heavy machinery to operate adjacent to structures where such operations may cause damage. The finished subgrade shall provide a satisfactory base for the road and be acceptable to the Engineer. 3.07 BASE COURSE A. Spread gravel base course on prepared subgrade in a uniform layer, without segregation of size, to such loose depth that, when compacted, the course shall have a thickness of 6 -inches. Compact the base course to a minimum of 95 percent of the maximum density as determined by ASTM D 1557. Sprinkle base material as necessary to aid compaction. Blade ruts and irregularities smooth during the compaction process until a smooth surface, conforming to the grade shown, is obtained. 3.08 SURFACE COURSE TOP COURSE A. The cross section of the finished surface shall be subject to reasonable variation by the Engineer to meet the varying conditions encountered. Spread the 1 -1/2 -inch minus rock to such a loose depth that, when compacted, it will be a minimum depth of 2 -inches. Compact the surface material to the same as that specified for the base course and blade until the top surface is smooth and conforms to the grade and crown requirements shown. 3.09 TACK COAT A. Apply a tack coat on existing asphalt concrete pavement and to each lift of new pavement that is to receive a succeeding lift in conformance with Section 403 of the Standard Specifications for Highway Construction. 3.10 PRIME COAT A. The prime coat shall be applied to the leveling course in accordance with Section 403 of the referenced specification at the rate of 0.20- to 0.30 -gallon per square yard of surface area. The exact amount is to be determined by the Engineer. FY 112118 Crossover Road Water & Sewer — Phase II Section 02601 -4 3.11 CONSTRUCTION OF ASPHALT CONCRETE PAVEMENT A. Lay asphalt concrete over the base course in a single lift and the compacted depth shall be 3 -inches. The method of proportioning, mixing, transporting, laying, processing, rolling the material, and the standards of workmanship shall conform to the applicable requirements of Section 408 of the Standard Specifications for hot mix asphalt and Section 410 of the Standard Specifications for cold mix asphalt. B. The Engineer will examine the base before the paving is begun and bring any deficiencies to the Contractor's attention to be corrected before the paving is started. Roll each lift of the asphalt concrete and compact to the density specified in the referenced Standard Specification for Highway Construction. The grade, line, and cross section of the finished surface shall conform to the Drawings. Asphalt or asphalt stains which are noticeable upon surfaces of concrete or materials which will be exposed to view shall be promptly and completely removed. 3.12 SURFACE RESTORATION A. Maintain all trenches as specified under Section 02200, EARTHWORK, EXCAVATION AND BACKFILL, until surface restoration is completed. 3.13 ASPHALT CONCRETE PAVEMENT REPLACEMENT FOR PIPE TRENCHES A. Bring the trench to a smooth, even grade at the correct distance below the top of the existing pavement surface so as to provide adequate space for the base course and pavement. Trim existing pavement to a straight line to remove any pavement which has been damaged or which is broken and unsound to provide a smooth, sound edge for joining the new pavement. B. Compact the subgrade with mechanical vibratory or impact tampers to a minimum of 95 percent of maximum as determined by ASTM D 1557. Any subsequent settlement of the finished surfacing during the warranty period shall be promptly repaired by the Contractor, at the Contractor's sole expense. C. Place sufficient base course on the subgrade to obtain a thickness of 6 inches after compaction. Place for the full width of the trench and process as required to provide a smooth surface without segregation. D. Compact the base course with mechanical vibratory or impact tampers to a minimum of 95 percent of maximum density as determined by ASTM D 1557. Any subsequent settlement of the finished surfacing during the warranty period shall be promptly repaired by the Contractor, at the Contractor's sole expense. E. Place base course under all pavement to be replaced and, in addition, under gravel surfaced shoulders and other graveled areas. F. After the leveling course has been compacted, apply an asphalt prime coat, specified above, at 0.20 to 0.30 gallon per square yard to the surface of the leveling course and to the edges of the existing pavement. Place a minimum 4" depth of concrete with 6x6/6-6 W.W.M. over prepared subgrade. FY112118 I2118 Crossover Road Water & Sewer — Phase 11 Section 02601 - 5 G. Place the asphalt concrete on the concrete over the trench to a compacted depth of not less than 3 inches or the depth of the adjacent pavement, whichever is greater. Spread and level the asphalt concrete with hand tools or by use of a mechanical spreader, depending upon the area to be paved. Bring the asphalt concrete to the proper grade and compact by rolling or the use of hand tampers where rolling is impossible or impractical. H. Roll with power rollers capable of providing compression of 200 to 300 pounds per linear inch. Begin the rolling from the outside edge of the replacement progressing toward the existing surfacing, lapping the existing surface at least 1/2 the width of the roller. If existing surfacing bounds both edges of the replacement, begin rolling at the edges of the replacement, lapping the existing surface at least 1/2 the width of the roller, and progress toward the center of the replacement area. Overlap each preceding track by at least 1/2 the width of the roller and make sufficient passes over the entire area to remove all roller marks. I. The finished surface of the new compacted paving shall be flush with the existing surface and shall conform to the grade and crown of the adjacent pavement. Immediately after the new paving is compacted, all joints between new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt solidifies. K. The surface smoothness of the replaced pavement shall be such that when a straightedge is laid across the patch area between the edges of the old surfacing and the surface of the new pavement, the new pavement shall not deviate from the straightedge more than 1/4 inch. 3.14 WEATHER CONDITIONS A. Asphalt shall not be applied to wet material. Asphalt shall not be applied during rainfall, sand or dust storms, or any imminent storms that might adversely affect the construction. The Engineer will determine when surfaces and material are dry enough to proceed with construction. Asphalt concrete shall not be placed (1) when the atmospheric temperature is lower than 40 degrees F, (2) during heavy rainfall, or (3) when the surface upon which it is to be placed is frozen or wet. Asphalt for prime coat shall not be applied when the surface temperature is less than 50 degrees F. Exceptions will be permitted only in special cases and only with prior written approval of the Engineer. 3.15 PROTECTION OF STRUCTURES A. Provide whatever protective covering may be necessary to protect the exposed portions of bridges, culverts, curbs, gutters, posts, guard fences, road signs, and any other structures from splashing oil and asphalt from the paving operations. Remove any oil, asphalt, dirt, or any other undesirable matter that may come upon these structures by reason of the paving operations. FYI 12118 Crossover Road Water & Sewer— Phase II Section 02601 - 6 B. Where water valve boxes, manholes, catch basins, or other underground utility appurtenances are within the area to be surfaced, the resurfacing shall be level with the top of the existing finished elevation of these facilities. If it is evident that these facilities are not in accordance with the proposed finished surface, notify the Engineer to have the proper authority contacted in order to have the facility altered before proceeding with the resurfacing around the obstruction. Consider any delays experienced from such obstructions as incidental to the paving operation. No additional payment will be made. Protect all covers during asphalt application. 3.16 EXCESS MATERIALS A. Dispose of all excess materials. Make arrangements for the disposal and bear all costs or retain any profit incidental to such disposal. 3.17 CONTRACTOR'S RESPONSIBILITY A. Settlement of replaced pavement over trenches within the warranty period shall be considered the result of improper or inadequate compaction of the subbase or base materials. The Contractor shall promptly repair all pavement deficiencies noted during the warranty period at the Contractor's sole expense. 3.18 CONCRETE PAVEMENT A. Pavement replaced shall be the same thickness as that removed, except that in no instance shall it be less than a minimum of 8 inches. Protect the newly placed concrete from traffic for a period of 7 days and cure by covering with burlap, sand, earth, or sawdust, which is kept continuously wet. B. Handle and place concrete pavement in accordance with the Standard Specifications for Highway Construction of the Arkansas State Highway and Transportation Department. 3.19 GRAVEL SURFACING A. Where required by the Drawings, and where necessary to match existing surfaces, place crushed rock, gravel surfacing material, as specified herein, on streets, driveways, parking areas, street shoulders, and other graveled areas disturbed by the construction. Spread the rock by tailgating and supplement by hand labor where necessary. Level and grade the rock to conform to existing grades and surfaces. 3.20 SIDEWALKS AND CURBS A. Replace concrete sidewalks and curbs to the same section width, depth (4" minimum), line and grade as that removed or damaged. Cut ends of existing concrete to a vertical plane. Prior to replacing the sections, properly backfill and compact the trench to prevent subsequent settlement. B. Cut ends of existing curbs to a vertical plane. Construct forms to match existing. Place concrete and finish exposed surfaces similar to adjacent curb. FYI 12118 Crossover Road Water & Sewer — Phase II Section 02601 - 7 C. Replace concrete sidewalks between scored joints and make replacement in a manner that will avoid a patched appearance. Provide a minimum 2 -inch thick compacted gravel base course of quality hereinbefore specified. Finish concrete surface similar to the adjacent sidewalks. Score joints and finish edges with a steel edging tool. D. Tunneling under curbs and sidewalks is optional. However, should any subsequent cracking, subsidence, or any other indication of failure occur within the warranty period, the damaged section shall promptly be replaced at the Contractor's sole expense. 3.21 ASPHALT DRIVEWAYS AND WALKS A. Replace asphalt driveways and walks in accordance with ASPHALT CONCRETE PAVEMENT REPLACEMENT. 3.22 CLEANUP A. Clean up all debris and unused materials from the paving operation. Clean all surfaces that have been spattered or defaced as a result of the paving operation. 3.23 PAVEMENT REPLACEMENT FOR STATE HIGHWAY CROSSINGS A. This Section covers repair to any highway surfaces that must be cut. B. All work in connection with the pavement replacement shall be done in strict accordance with the Permitter's standard specification, and the completed work must be acceptable to the agency having jurisdiction (State Highway Department). C. Following placing the backfill and before placing base and pavement, remove additional existing leveling course and pavement to a depth of 1 foot 9 inches below finished grade so as to obtain a minimum of 18 -inches bearing on each side of the trench on undisturbed ground for the new base course. Saw existing pavement to remove any pavement which has been cracked, torn, or otherwise damaged during excavation and backfilling. Sawing shall be a straight line and continuous across the highway surface on both sides so that the replaced section is of a constant and uniform width. Compact granular backfill to 95 percent maximum density as determined by ASTM D 698 to a uniform level. 12 inches below finished grade. D. Conform to the requirements of this Section of the Specifications concerning base and leveling courses and to the requirements of the Permitter. E. The concrete pavement shall be a 9 -inch thick concrete slab reinforced with 6 -gauge 6 by 6 welded wire fabric. Construction shall be in accordance with the applicable sections of the Permitter's standard specifications. Protect the pavement from the traffic for a period of 7 days, during which time cure by covering with burlap, sand, earth, or sawdust and keep continuously wet or by use of an approved curing compound. FY112118 Crossover Road Water & Sewer — Phase II Section 02601 - 8 F. For asphalt concrete pavement, prime prepared surfaces to be bonded. Following placing of the prime coat, lay one 3 -inch hot -plant -mix bituminous surface course in compliance with the applicable sections of the Permitter's standard specifications. Installation shall conform to the detail on the Drawings. G. Gravel for shoulders shall be 314 -inch -minus crushed rock conforming to ROCK FOR SURFACING AND BASE of this Specification. Resurface all disturbed gravel shoulders with 2 -inches of crushed rock. 3.24 CONTRACTOR'S RESPONSIBILITY A. The Contractor shall be fully responsible for settlement or deterioration of the finished street crossing pavement during the warranty period. B. The Owner will withhold final payment for this project until the Contractor furnishes a satisfactory release from the Highway Department stating that all claims for labor and materials have been satisfied and that the Contractor's work across the right-of- way has been completed to the satisfaction of the Highway Department. 3.25 PAYMENT A. Payment for the work under this section shall be based on the appropriate unit prices stated in the Contractor's Proposal. Payment shall be considered full compensation for furnishing all labor, materials, and equipment to complete the work as specified under this section. B. Payment for replacement of gravel surface and base course shall be made as specified in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. 3.26 ASPHALT CONCRETE AND PORTLAND CEMENT CONCRETE PAVEMENT REPLACEMENT A. Payment for asphalt concrete and portland cement concrete pavement will be based on the unit price per square yard stated in the Contractor's Proposal for the actual area replaced. Payment will be limited to a maximum width of 10 feet. All pavement damaged outside this 10 -foot limit shall be replaced at the Contractor's sole expense. The number of square yards will be measured by the Engineer. B. The unit prices shall include payment for excavation required to provide space for the surfacing, preparation of the trench, tack coat, prime coat, surfacing, disposal of all excess excavated materials, and all other work required to complete the resurfacing. Asphalt Highway repair shall include a 9 -inch reinforced concrete base course as shown on the Drawings. 3.27 SIDEWALK REPLACEMENT A. Payment for replacing the damaged sidewalks shall be based on the unit price per square yard as stated in the Contractor's Proposal. Payment will, however, be limited to sidewalks replaced within 5 feet of the pipe centerline. All sidewalks damaged outside this limit shall be replaced at the Contractor's sole expense. FY 112118 Crossover Road Water & Sewer — Phase II Section 02601 - 9 3.28 CURB AND GUTTER REPLACEMENT A. Payment for replacing damaged curb (and gutter where applicable) shall be based on the unit price per linear foot as stated in the Contractor's Proposal. Payment will, however, be limited to curbs and gutters replaced within 5 feet of the pipe centerline. All curbs and gutters damaged outside of this limit shall be replaced at the Contractor's sole expense. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase II Section 02601 - 10 SECTION 02740 MANHOLE CONSTRUCTION PART1 GENERAL 1.01 SCOPE A. This Section covers the work necessary for the construction of manholes, complete. Manhole details are as shown on the Details in the Drawings. B. Conform to the Fayetteville Standard Specifications for sewers, including Section 3300, Manholes, in Appendix A. PART 2 MATERIALS Not Used PART 3 EXECUTION 3.01 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts stated in the Proposal. No separate payment will be made for testing the complete sewer manhole. B. Payment for 4 ft diameter standard manholes shall be for 6 ft or less in height as listed in the Proposal. The price includes excavation, backfill, manhole, invert, ring and cover, interior and exterior coating as required, manhole insert, pipeline marker and testing. C. Payment for manhole extra depth shall be by the vertical foot for 4 ft diameter manhole as listed in the Proposal. Payment shall be made in 1 ft increments based on rounding off to the nearest foot the actual measured depth from the invert out to the top of the ring and subtracting the 6 ft height included in the cost per each manhole. D. Separate payment will be made for manholes requiring drop structures. Include the cost of the drop structure in the bid price for drop manholes, 0 to 6 feet deep, as no distinction is to be made for extra depth for drop manholes as compared to standard manholes. E. Separate payment will be made for the additional cost of sealed, hinged, manhole covers, where required on the Drawings. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 02740 - i SECTION 03210 REINFORCING STEEL PART1 GENERAL 1.01 SCOPE A. This Section covers the work necessary to furnish and install, complete, the reinforcing steel and welded wire fabric. 1.02 GENERAL A. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.03 SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. In addition, the following specific information shall be provided: 1. Bending Lists 2. Placing Drawings PART 2 MATERIALS 2.01 DEFORMED REINFORCING BARS A. Deformed billet -steel bars conforming to ASTM A615, Grade 60. 2.02 WELDED WIRE FABRIC A. Conform to ASTM A 185 or A 497. 2.03 ACCESSORIES A. Tie wire shall be 16 -gauge, black, soft -annealed wire. Bar supports shall be of proper type for intended use. Bar supports in beams, columns, walls, and slabs exposed to view after stripping shall be small rectangular concrete blocks made up of the same color and same strength concrete being placed around them. Use concrete supports for reinforcing in concrete placed on grade. Conform to requirements of "Placing Reinforcing Bars" published by CRSI. FY 112118 Crossover Road Water & Sewer — Phase [I Section 03210 - 1 PART 3 EXECUTION 3.01 GENERAL A. Conform to "Placing Reinforcing Bars", Recommended Practices, Joint Effort of CRSI-WCRSI, prepared under the direction of the CRSI Committee on Engineering Practice. B. Notify the Engineer when reinforcing is ready for inspection and allow sufficient time for this inspection prior to casting concrete. 3.02 3.03 3.04 DELIVERY AND STORAGE A. Deliver steel with suitable hauling and handling equipment. Tag steel for easy identification. Store to prevent contact with the ground. The unloading, storing, and handling bars on the job shall conform to CRSI publication "Placing Reinforcing Bars". PLACING REINFORCING STEEL - CLEANING A. Clean metal reinforcement of any loose mill scale, oil, earth and other contaminants. STRAIGHTENING AND REBENDING REINFORCING STEEL A. Do not straighten or rebend metal reinforcement. Where construction access through reinforcing is a problem, bundling or spacing of bars instead of bending shall be used. Submit details and obtain Engineer's review prior to placing. 3.05 A. 3.06 A. 3.07 A. 3.08 A. PROTECTION, SPACING, AND POSITIONING OF REINFORCING STEEL Conform to the current edition of the ACI Standard Building Code Requirements for Reinforced Concrete (ACI 318), reviewed placing drawings and design drawings. REINFORCING STEEL - LOCATION TOLERANCE Conform to the current edition of "Placing Reinforcing Bars" published by Concrete Reinforcing Steel Institute and to the Details and Notes on the Drawings. SPLICING Conform to Drawings and current edition of ACI Code 318. Splices in adjacent bars shall be staggered. TYING DEFORMED REINFORCING BARS Conform to the current edition of "Placing Reinforcing Bars" published by Concrete Reinforcing Steel Institute and to the Details and Notes on the Drawings. FYI 12118 Crossover Road Water & Sewer -- Phase II Section 03210 - 2 3.09 REINFORCEMENT AROUND OPENINGS A. Place an equivalent area of steel around the pipe or opening and extend on each side sufficiently to develop bond in each bar. See the Details on Drawings for bar extension length each side of opening. Where welded wire fabric is used, provide extra reinforcing using fabric of deformed bars. 3.10 WELDING REINFORCEMENT A. Welding shall not be permitted unless the Contractor submits detailed shop drawings, qualifications, and radiographic nondestructive testing procedures for review by the Engineer. The Contractor shall obtain the results of this review prior to proceeding. The basis for the Contractor submittals shall be The Structural Welding Code, Reinforcing Steel, AWS D1.4-79, published by the American Welding Society and the applicable portions of ACI 318, current edition. The Contractor shall test 10 percent of all welds using radiographic, nondestructive testing procedures referenced in this code. 3.11 PLACING WELDED WIRE FABRIC A. Extend fabric to within 2 inches of the edges of the slab, and lap splices at least 1-1/2 courses of the fabric and a minimum of 6 inches. Tie laps and splices securely at ends and at least every 24 inches with 16 -gauge black annealed steel wire. Ensure that the welded wire fabric is placed at the proper distance above the bottom of the slab. Conform also to ACI 318-77 and to the current Manual of Standard Practice, Welded Wire Fabric, by the Wire Reinforcement Institute regarding placement, bends, laps, and other requirements. 3.12 FIELD BENDING A. Field bending of reinforcing steel bars is not permitted when rebending will later be required to straighten bars. Rebending of bars at the same place where strain hardening has taken place due to the original bend will damage the bar. Consult with the Engineer prior to any pour if the contractor foresees a need to work out a solution to prevent field bending. 3.13 PAYMENT A. Payment for the work in this Section will be included as part of the applicable unit price or lump sum bid amounts stated in the Proposal. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase II Section 03210 - 3 SECTION 03300 CONCRETE PARTI GENERAL 1.01 SCOPE A. This Section covers the work necessary to furnish and install, complete, the cast -in -place concrete, including formwork. B. See Part 3, CONDITIONS OF THE CONTRACT, and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. C. Work shall conform to the Fayetteville Standard Specifications for sewers, Section 3600, Cast -In -Place Concrete, as applicable. 1.02 SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. In addition, the following specific information shall be provided: 1. Concrete Mix Design 2. Certification for Aggregate Quality 1.03 PLANT INSPECTION A. The Engineer shall have access to and have the right to inspect all batch plants, cement mills, and supply facilities of suppliers, manufacturers, subcontractors, and contractors providing products included in these Specifications. Batch plants shall have current certification that all weighing scales have been tested and are within the tolerances as set forth in the National Bureau of Standards Handbook No. 44. B. Batch plant equipment shall be either semiautomatic or fully automatic. 1.04 RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. Item 02601 Asphalt and Concrete Restoration 02740 Manhole Construction 03210 Reinforcement Steel PART 2 PRODUCTS 2.01 CEMENT A. Cement type will be submitted by the Contractor for the Engineer's approval. FY 1 12118 Crossover Road Water & Sewer — Phase [I Section 03300 - I 2.02 WATER A. Clean and free from oil, acid, alkali, organic matter, or other deleterious substances. 2.03 CONCRETE AGGREGATES - GENERAL A. Natural aggregates, free from deleterious coatings, conforming to ASTM C33, together with all referenced ASTM Standard Specifications, except as modified herein. Aggregates shall not be potentially reactive as defined in Appendix XI of ASTM C33. The Contractor's attention is directed also to Paragraph S1.1 of Appendix XI of ASTM C 33 since evidence of reactive problems on existing structures shall be used also to prove that sources of aggregates are reactive and cannot be used. The Contractor shall be responsible for meeting these Specifications and shall import nonreactive aggregates if local aggregates are reactive. Aggregates shall be thoroughly and uniformly washed before use. 2.04 FINE AGGREGATES A. Conform to ASTM C33. Materials finer than the 200 sieve shall not exceed 4 percent. Use only clean, sharp, natural sand. 2.05 COARSE AGGREGATE A. Use only crushed gravels, crushed stone, or a combination of these materials containing no more than 15 percent float or elongated particles (long dimension more than five times the short dimension). Materials finer than the 200 sieve shall not exceed 0.5 percent. 2.06 GROUTS - NONSHRINK A. Nonshrink grout for general use where required, shall conform to the Corps of Engineers' Specification for Nonshrink Grout, CRD-C621-81, and to these Specifications. The grout shall be subject to prequalification tests performed by the grout manufacturer. The results of the tests shall be submitted to and evaluated by the Engineer and included in this Specification prior to bidding to be acceptable. The tests shall be performed in an independent test laboratory or other prearranged location approved by the Engineer to verify fluidity, placement, shrinkage, and strength. Actual placement tests using steel baseplates will be used. The manufacturer shall furnish all baseplates and material, and shall perform the testing at his expense. B. Grout shall be a fluid grout capable of satisfactorily meeting the Engineer's baseplate test and shall be nonmetallic, unless specified for special use hereinafter. The grout shall be a nongas-liberating type, cement base product; premixed product requiring only the addition of water for the required consistency. All components shall be inorganic. No material, except water, shall be added at the project site. C. The grout product shall satisfy all of the above requirements even though the project use calls for a dry pack consistency and use. FY 112118 Crossover Road Water & Sewer — Phase T1 Section 03300 - 2 D. The following listed grouts are the only materials that have been tested, reviewed, and prequalified by the Engineer, that meet these requirements, and are acceptable for general use such as grouting of equipment supports. 1. SET nonshrinking grout, Master Builders Co., Cleveland, Ohio 2. Crystex, L & M Construction Chemicals, Inc., Omaha, Nebraska E. For grouting baseplates for machinery, see Category I and Category II grouts hereinafter specified. F. The grout used shall be cured as recommended by the grout manufacturer. 2.07 FORM MATERIAL - GENERAL A. Form surfaces shall be in "new and undamaged" condition and may be plywood, hard plastic finished plywood, overlaid waterproof particle board, and steel of sufficient strength and surface smoothness to produce the specified finish. B. All joints in forms shall be taped, gasketed, plugged, and/or caulked with an approved material so that the joint will remain watertight and withstand placing pressures without bulging outward or creating surface patterns. Formwork with gaps and apertures in the form surfaces shall not be used. Form surfaces that have been damaged and are no longer in a smooth "new and undamaged" condition shall not be reused except in areas where finish is of no real concern and then only after written approval is obtained from the Engineer. C. The Contractor shall comply with all form tie requirements included in the various sections of this Specification, and shall submit shop drawing information for review by Engineer and obtain approval prior to purchase of forms. 2.08 FORM TIES A. Form ties on exposed surfaces shall be located in a uniform pattern or as indicated on the Drawings. Form ties shall be constructed so that the tie remains embedded in the wall, except for a removable portion at each end. Form ties shall have conical or spherical type inserts, inserts shall be fixed so that they remain in contact with forming material, and shall be constructed so that no metal is within 1 inch of the concrete surface when the forms, inserts, and tie ends are removed. Wire ties will not be permitted. Ties shall withstand all pressures and limit deflection of forms to acceptable limits. B. Flat bar ties for panel forms shall have plastic or rubber inserts having a minimum depth of 1 inch and sufficient dimensions to permit proper patching of the tie hole. 2.09 BOND BREAKER A. Bond breaker shall be a nonstaining type, which will provide a positive bond prevention such as Williams Tilt -Up Compound, as manufactured by Williams Distributors, Inc., Seattle, WA; Silcoseal 77, as manufactured by SCA Construction Supply Division, Superior Concrete Accessories, Franklin Park, IL; or equal. Submit review copies of manufacturer's data, recommendations, and instructions for specific use on this project. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 03300 - 3 2.10 CURING COMPOUND A. Curing compound to conform to the requirements of ASTM C309, with the additional requirement that permeability not exceed 0.039 gm/square cm/72 hours. Masterseal, manufactured by Master Builders, Cleveland, Ohio; Euco Floor Coat, manufactured by Euclid Chemical Co., Cleveland, Ohio; or equal. Curing compounds shall be compatible with required finishes and/or coatings. Tests for compliance shall be made by manufacturer with certification furnished by the Contractor. Manufacturer's certification shall state quantity or coverage required to meet or exceed tests and method of application. The manufacturer shall submit certification that the product meets ASTM C309 and the additional permeability requirement, and shall specifically state the coverage required to meet these requirements. The Contractor shall not use the curing compound where additional finishes such as hardeners, paintings, staining, and other special coatings are required. Use water curing as hereinafter specified instead. PART 3 EXECUTION 3.01 DESIGN OF CONCRETE MIX - PROPORTIONS (GENERAL) A. Before beginning any concrete work, the Contractor shall have the concrete mix designed and the ingredients selected and proportioned by an approved independent testing laboratory meeting the requirements of ASTM E 329. Certified copies of all laboratory trial mix reports shall be sent to the Engineer from the testing laboratory. Do not place concrete prior to the Engineer's review and acceptance in writing of the concrete mixes and the cylinder test results from these laboratory mixes. B. The concrete mix shall be designed so that the proportions will produce results that will meet the requirements of the project. C. The concrete shall be proportioned in accordance with ACI 211 subject to the following specifications. D. Design the mix and perform tests to meet the following requirements: Design strength of structural concrete shall be a minimum of 3,000 psi at 28 days. The combined aggregate grading shall be for the 1 inch grading combination hereinafter specified, unless otherwise shown on the Drawings or specified herein. 2. The water -cement ratio or water -cement plus pozzolan ratio, if applicable, shall not exceed 0.49 by weight, unless otherwise approved in writing by the Engineer. 3. Minimum cement content or combined cement plus fly ash content when fly ash is used for performance and longevity, regardless of design strength, shall be 423 pounds per cubic yard for concrete with 1 -1/2 -inch maximum size aggregate, 470 pounds per cubic yard for 1 -inch maximum size aggregate, and 517 pounds per cubic yard for 3/4 -inch maximum size aggregate. The Contractor shall increase cement content or the combined cement plus fly FY 112118 Crossover Road Water & Sewer — Phase 11 Section 03300 -4 ash content, when fly ash is used, as required to meet strength requirements. The amount of fly ash used shall not exceed 25 percent or be less than 15 percent of the total weight of fly ash plus cement. Verify that design mix test results reflect the slump to be used. 4. Concrete used for thrust blocks and encasement of pipelines shall have a design strength of 2,500 psi at 28 days. 3.02 MEASUREMENT OF MATERIALS AND MIXING A. Conform to ACI 304 current edition and to other requirements hereinbefore specified for mix design, testing, and quality control and to these Specifications. 3.03 RETEMPERING A. The retempering of concrete or mortar in which the cement has partially hydrated will not be permitted. 3.04 REUSE OF FORMS A. Reuse of forms will be permitted only if a "like new" condition, unless otherwise approved in writing, is maintained. The Engineer shall be notified one full working day prior to concrete placement so that the forms can be inspected. The Contractor shall correct any defective work, found in the Engineer's inspection, prior to delivery of concrete to the project. Formwork surfaces that were in good condition and accepted for use, but were damaged during removal and handling shall not be reused on additional pours. The Contractor is expected to take care in the handling of forms and to obtain approval of form surfaces prior to each reuse. B. All forms, falsework, shoring, and other structural formwork required shall be structurally designed by the Contractor and the design shall comply with all applicable safety regulations, current OSHA regulations, and other codes. Comply with applicable portions of ACI 347, ACI 318 current edition, and these Specifications. All design, supervision, and construction for safety of property and personnel shall be the Contractor's full responsibility. 3.05 FORM TOLERANCES A. Forms shall be surfaced, designed, and constructed to meet ACI 318 and the following minimum requirements for the specified finishes. Failure of the forms to produce the specified requirements will be grounds for rejection of the concrete work. Rejected work shall be repaired or replaced by the Contractor at no additional cost to the Owner. All repair or replacement shall be subject to these Specifications and the approval of the Engineer. Where the Contractor's work does not meet the tolerance specifications he shall submit his proposed method to upgrade the specified finish to compensate for the inferior appearance or to repair or provide an acceptable alternate solution. Obtain in writing the approval of this repair or alternate solution before proceeding. All repair work or work on an alternate solution required shall be at no additional cost to the Owner. FY 112118 Crossover Road Water & Sewer — Phase II Section 03300 - 5 3.06 FORM SURFACE PREPARATION - GENERAL A. All form surfaces in contact with the concrete shall be thoroughly cleaned of all previous concrete, dirt, and other surface contaminants prior to preparing by the applicable method below. Do not reuse damaged form surfaces. 3.07 EXPOSED WOOD FORMS A. All wood surfaces in contact with the concrete shall be coated with an effective release agent prior to form installation. The release agent shall be nonstaining and nontoxic after 30 days. 3.08 STEEL FORMS A. Mill scale and other ferrous deposits shall be sandblasted or otherwise removed from the contact surface of forms. All forms shall have the contact surfaces coated with a release agent. The release agent shall be effective in preventing discoloration of the concrete from rust, and shall be nontoxic after 30 days. 3.09 BEVELED EDGES (CHAMFER) A. Not used. 3.10 REMOVAL OF FORMS A. The Contractor shall be responsible for all damage resulting from improper and premature removal of forms. Satisfy all applicable OSHA requirements with regard to safety of personnel and property. 3.11 BACKFILL AGAINST WALLS A. Not used. 3.12 PLACING CONCRETE - GENERAL A. Upon completion of forms and placing of reinforcing steel, and before concrete is placed, notify other trades whose work is in any way connected to, combined with, or influenced by the concrete work. Allow them reasonable time to complete their portion of work which must be completed before concrete is placed. B. Notify Owner or his authorized representative at least 1 full working day in advance before starting to place concrete to permit inspection of forms, reinforcing, sleeves, conduits, boxes, inserts, or other work required to be installed in concrete. C. Placement shall conform to the requirements and recommendations of ACI 304, except as modified herein. D. Place concrete as soon as possible after leaving mixer, without segregation or loss of ingredients. E. When placing concrete, use of aluminum pipe or other aluminum conveying devices will not be permitted. FY 12118 Crossover Road Water & Sewer — Phase II Section 03300 - 6 F. Before depositing concrete, remove debris from the space to be occupied by the concrete. Prior to placement of concrete, dampen gravel fill under slabs on ground, dampen sand where vapor barrier is specified, and dampen all wood forms. Reinforcement shall be secured in position and acceptable to the Engineer before concrete is placed. Conform to ACI 304 and to other requirements needed to obtain the finishes specified. 3.13 CONVEYOR BELTS AND CHUTES A. All ends of chutes, hopper gates, and all other points of concrete discharge throughout the Contractor's conveying, hoisting, and placing system shall be so designed and arranged that concrete passing from them will not fall separated into whatever receptacle immediately receives it. Conveyor belts, if used, shall be of a type approved by the Engineer. Chutes longer than 50 feet will not be permitted. Minimum slopes of chutes shall be such that concrete of the specified consistency will readily flow in them. If a conveyor belt is used, it shall be wiped clean by a device operated in such a manner that none of the mortar adhering to the belt will be wasted. All conveyor belts and chutes shall be covered. Sufficient illumination shall be provided in the interior of all forms so that the concrete at the places of deposit is visible from the deck or runway. 3.14 PUMPING OF CONCRETE - GENERAL A. Pumping of concrete will be permitted only with the Engineer's approval. If the pumped concrete does not produce satisfactory end results, the Contractor shall discontinue the pumping operation and proceed with the placing of concrete using conventional methods. 3.15 REMOVAL OF WATER A. Unless the tremie method of placing concrete is specified, remove all water from the space to be occupied by the concrete. 3.16 CONSOLIDATION AND VISUAL OBSERVATION A. Concrete shall be consolidated with internal vibrators having a frequency of at least 8000 vpm, with amplitude required to consolidate the concrete in the section being placed. At least one standby vibrator in operable condition shall be at the placement site prior to placing the concrete. Consolidation equipment and methods shall conform to ACI 309. The forms shall contain sufficient windows or be limited in height to allow visual observation of the concrete and the vibrator operator shall be required to see the concrete being consolidated to ensure good quality workmanship, or the Contractor shall have a person who is actually observing the vibration of the concrete at all times and advising the vibrator operator of any changes needed to assure complete consolidation. 3.17 PLACING CONCRETE IN HOT WEATHER A. Prepare concrete aggregates, mixing water, and other ingredients; place concrete; cure; and protect in accordance with the requirements of ACI 305. Provide special admixtures and special curing methods required by other paragraphs in this Section even though not required by ACI 305 and ACI 318. Water -reducing and/or FY 113 1 18 Crossover Road Water & Sewer — Phase [I Section 03300 - 7 set -retarding admixtures shall be used in such quantities as especially recommended by the manufacturer to assure that the concrete is workable, and lift lines will not be visible in architectural concrete finishes. B. Every effort shall be made to maintain a concrete temperature below 90 degrees F at time of placement. Ingredients shall be cooled before mixing to prevent excessive concrete temperature. C. Provisions shall be made for windbreaks, shading, fog spraying, sprinkling, or wet cover, when necessary. 3.18 PLACING CONCRETE IN COLD WEATHER A. Do not place concrete when the ambient temperature is below 40 degrees F, or approaching 40 degrees F and falling, without special protection as hereinafter specified. No concrete shall be placed against frozen earth or ice, or against forms and reinforcement with frost or ice present. B. Temperatures of the concrete mix shall be as shown below for various stages of mixing, placing of the concrete mix. CONCRETE TEMPERATURES Section size, minimum dimension, inch Air Temp. 12 in. 12-36 inches 36-72 inches 72 inches Minimum concrete temperature as mixed for indicated weather: Above 30 F 60 F 55 F 50F 45 F 0to30F 65F 60F 55F 50F Below0F F 70 F 65 F 60 F 55 F Maximum allowable gradual temperature drop in first 24 hours after end of protection: 50F 40F 30F 20F C. Concrete placed shall be cured and protected as hereinafter specified for a minimum of 7 days except that the strength requirements may require additional protection and curing during cold weather due to delayed field strength gain. D. During cold weather concreting the Contractor shall cast six extra test cylinders, for field curing, from the last 100 cubic yards of concrete but not fewer than three specimens shall be cast for each 2 hours of placing time or for each 100 yards, whichever produces greater number of specimens. These specimens shall be in addition to those cast by the Engineer for lab testing as specified hereinafter in Paragraph EVALUATION AND ACCEPTANCE OF CONCRETE. FY1121 18 Crossover Road Water & Sewer — Phase II Section 03300 - 8 E. Test cylinders shall be protected from the weather until they can be placed under same protection provided for the parts of the structure which they represent. Test cylinders shall be tested in accordance with applicable sections of ASTM C 31 and C 39. Evaluation and acceptance as per ACI 318-77, Paragraph 4.8.3. F. The actual temperature of the concrete surface determines the effectiveness of protection, regardless of air temperatures or whether the objective is durability or strength. Because corners and edges of concrete are most vulnerable to freezing and usually are more difficult to maintain at the required temperature, their temperatures should be monitored to evaluate and verify the protection provided. The Contractor shall provide a sufficient number of thermometers to be placed on the concrete surfaces spaced throughout the work to allow inspection and monitoring of concrete surface temperatures representative of all the work. G. Heating units should be vented and not be permitted to heat or dry the concrete locally. Fresh concrete exposed to carbon dioxide (CO2) gas from polluted atmospheres or resulting from the use of salamanders or other heating devices which exhaust flue gases directly into an enclosed area may result in concrete carbonation, causing soft surfaces of varying depths depending on the concentration of carbon dioxide, the temperature at which the concrete was cured, and the relative humidity. Carbon monoxide, which can occur with partial combustion, and high levels of carbon dioxide are potential hazards to workmen. Moreover, strict fire prevention measures should be enforced. Concrete at any age can be damaged by fire, but at a very early age it may be additionally damaged by freezing until new protection can be provided. H. Maintain curing conditions which will foster normal strength development without excessive heat, and without critical saturation of the concrete at the close of the protection period. I. Limit rapid temperature changes, particularly before strength has developed sufficiently to withstand temperature stresses. Sudden chilling of concrete surfaces or exterior members in relation to interior structure can promote cracking to the detriment of strength and durability. At the end of the required period, protection should be discontinued in such a manner that the drop in temperature of any portion of the concrete will be gradual and will not exceed, in 24 hours, the amount shown in the table hereinbefore specified. J. Maintain the temperature of the concrete above 50 degrees for a minimum of 7 days. The Contractor shall submit his detailed plan for cold weather curing and protection of all concrete that is to be placed and/or cured in weather below 40 degrees F. Reference may be made to the recommendations of ACI 306 and ACI 318 for additional information. Conform to these Specifications and to any additional information in ACI 306 which will provide the temperature protection and curing for the 7 -day period. K. Additives for the sole purpose of providing "freeze protection" shall not be used. Additives to shorten the cure time may be used if approved; however, the concrete shall be placed and cured at all times at temperatures above freezing as hereinbefore specified. FYI 12 1 18 Crossover Road Water & Sewer— Phase 11 Section 03300-9 3.19 BONDING TO NEW CONCRETE HORIZONTAL CONSTRUCTION JOINTS A. Roughen the surface of the hardened concrete. Thoroughly clean and saturate with water, cover the horizontal surfaces only with at least 2 inches of grout, as hereinbefore specified, and immediately place concrete. New concrete is defined as less than 60 days old. Limit the concrete lift placed immediately on top of the grout to 12 inches thick and thoroughly vibrate to mix and consolidate the grout and concrete together. Provide inspection windows to allow close visual inspection of this work. 3.20 BONDING TO OLD CONCRETE A. Coat the contact surfaces with bonding agent specified hereinbefore. The method of preparation and application of both the bonding agent and the grout shall conform to the manufacturer's printed instructions and recommendations for specific application for this project. Obtain this recommendation in writing from the manufacturer's representative. 3.21 EVALUATION AND ACCEPTANCE OF CONCRETE A. Conform to ACI Standard Building Code requirements for reinforced concrete (ACI 318-83), Section 4.7, "Evaluation and Acceptance of Concrete", and to the following specifications: 1. The Contractor will have tests made by an independent testing laboratory, approved by the Owner, to determine compliance with the Specifications. The Contractor shall furnish necessary labor to assist testing agencies in obtaining, handling, and protecting and/or curing samples at the jobsite. The Contractor shall provide adequate facilities for safe storage and proper curing of concrete test cylinders on the project site for the first 24 hours, and for additional time as may be required before transporting to the test lab. Specimens will be made, cured, and tested in accordance with ASTM C 31 and ASTM C 39. 2. One set of test cylinders for each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 100 cubic yards of concrete, nor less than once for each 3,000 square feet of wall or slab surface area. Each set of test cylinders shall consist of one cylinder to be tested at 7 days, and two (2) cylinders to be tested at 28 days, and one spare cylinder for 28 day test if necessary. The Contractor may take any additional cylinders he feels necessary. 3. The frequency of testing may be increased if necessary. Additional testing, if required, will be paid by the Owner. 4. Where the term "building official" is used in Section 4.7 of ACI 318-83, the term shall be redefined to "the Owner's representative". FY 112118 Crossover Road Water & Sewer -- Phase II Section 03300 - 10 3.22 DEFECTIVE AREAS A. Remove all defective concrete such as honey -combed areas and rock pockets out to sound concrete. Small shallow holes caused by air entrapment at the surface of the forms shall not be considered defects unless the amount is so great as to be considered not the standard of the industry and due primarily to poor workmanship. If chipping is required, the edges shall be perpendicular to the surface. Feather edges shall not be permitted. The defective area shall be filled with a nonshrink, nonmetallic grout. Use an approved bonding agent on horizontal patches prior to placing nonmetallic, nonshrink grout. Since some bonding agents may not be compatible for some vertical surface patching techniques, submit all proposed methods for repair of vertical surfaces prior to ordering materials. The Contractor shall consult with representatives of the bonding agent manufacturer and the nonshrink grout manufacturer, and obtain a written recommendation for the patching of defective areas. Submit this information for review prior to performing the work. 3.23 CONCRETE SLAB FINISHES A. The excessive use of "jitterbugs" or other special tools designed for the purpose of forcing the coarse aggregate away from the surface and allowing a layer of mortar to accumulate will not be permitted on any slab finish. The dusting of surfaces with dry materials will not be permitted. Slabs and floors shall be thoroughly compacted by vibration. All edges of slabs and tops of walls shall be rounded off with a steel edging tool, except where a cove f nish is indicated on the Drawings. Steel edging tool radius shall be 1/4 inch for all slabs subject to wheeled traffic. 3.24 CURING OF CONCRETE A. Cure concrete by keeping the surface continuously wet for 7 days where normal portland cement is used, or 3 days where high -early strength Type III cement is used. Subject to approval by the Engineer, one of the following methods shall be followed: 1. Concrete forms shall be left in place and kept sufficiently damp at all times to prevent opening of the joints and drying of the concrete; or 2. A curing compound as hereinbefore specified, where allowed, shall be applied immediately after removal of forms. 3. Exposed surfaces shall be continuously sprinkled. B. Slabs: 1. Protect surface by ponding; or 2. Cover with burlap or cotton mats kept continuously wet; or 3. Cover with 1 -inch layer of wet sand, earth, or sawdust, and keep continuously wet; or 4. Continuously sprinkle the exposed surface; or FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 03300 - ii 5. Other agreed upon method that will provide that moisture is present and uniform at all times on the entire surface of the slab; the Contractor shall determine the best method of his operation to ensure a good water cure and submit this for review. 325 CURING AND PROTECTION IN COLD WEATHER A. Conform to cold weather concreting hereinbefore specified and to ACI 306. Where water curing, as specified hereinbefore for slabs, is not possible, use a double coverage of an approved curing compound and protect the slabs during the cold weather from traffic by the use of Visqueen or other material inside the required heated enclosure if foot traffic is permitted on the slabs. Repair or replace concrete damaged by cold weather. 3.26 PAYMENT A. Payment for the work in this Section will be included as part of the applicable lump sum or unit price bid amounts stated in the Proposal. B. No separate payment shall be made for concrete used as pipe fitting thrust blocks. The cost of thrust blocks shall be included in the payment for the cast iron fittings. C. No separate payment will be made for concrete used around valve boxes. END OF SECTION FYI 12118 Crossover Road Water & Sewer— Phase II Section 03300 - 12 SECTION 15001 PLANT PIPING - GENERAL PARTI GENERAL A. This Section covers the work necessary to furnish and install, complete, the plant piping specified herein, and as further specified in the Detail Piping Specifications hereinafter. B. All pipe, fittings, valves and related appurtenances as well as installation procedures shall conform to Fayetteville's Standard Specifications for water and sewer work as appended hereto. In the case of conflict between these Specifications and Fayetteville's Standard Specifications, Fayetteville's Standards shall govern. 1.02 GENERAL A. Like items of material provided hereunder shall be the end products of one manufacturer. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. [rn glossIiUT PiZIS1i1UI11 ilulrlif)lllil1'1 A. To assure uniformity and compatibility of piping components in piping systems, fittings and couplings shall be furnished by the same manufacturer. 1.04 SUBMITTALS DURING CONSTRUCTION A. In addition to the requirements of Section 01300, SUBMITTALS DURING CONSTRUCTION, Division 1, GENERAL REQUIREMENTS, the following information shall be provided: Shop Drawings: A specific selection of pipe material and joint type for each pipeline. 2. Drawings of each piping system to the scale shown on the Drawings, locating each support and hanger, identifying the type by catalog number or shop drawing detail number, and showing anchor locations and identifying them by shop drawing detail number. 3. Detail installation drawings, catalog information, and complete component selection list for metal framing pipe support systems in the pipe galleries, trenches, and other locations employing metal framing pipe support systems. FYI12118 Crossover Road Water & Sewer — Phase 11 Section 15001-1 4. Thrust blocking and pipe restraints shall be provided for all mechanical joint fittings. All thrust blocking shall meet or exceed the requirements shown on the Drawings. For locations where thrust ties are required, the Contractor shall submit calculations of the pipe lengths to be restrained for the Engineer's review. Restrained joints shall comply with ANSI/AWWA A21.51/C151. 5. Submit manufacturer's written certification that the factory -applied coating system(s) is identical to the requirements specified herein. Where, in the manufacturer's opinion, the coating system(s) exceeds the requirements specified herein, submit complete technical literature of the proposed system(s) to the Engineer for review. 1.05 STANDARDS, SPECIFICATIONS, AND CODES A. Piping systems shall conform to the Standards issued by the Fayetteville Water Department. PART 2 PRODUCTS 2.01 GENERAL A. The materials to be used for the piping systems are shown on the Drawings. 2.02 PIPE JOINTS FOR EXPOSED PIPING A. Flanged, weld, soldered, or screwed end pipe joints shall be used on exposed piping. Changes in pipe joints shall be submitted with the shop drawings, as specified hereinbefore, for the Engineer's approval. 2.03 PIPE ENDS FOR BURIED PIPING A. Mechanical joint or push -on joint pipe ends shall be used for all buried ductile iron pipe and fittings. PVC pipe shall be push -on joint. Anchoring of retainer glands with setscrews is not acceptable. Megalug retainer glands are required on all mechanical joint fittings. Megalug retainer glands shall be specifically designed for use on PVC pipe or ductile iron pipe, as applicable. B. Within the limitations noted above, all pipe materials and joints do not necessarily have to be the same for all lines in a specific service, except that the materials and joints for any particular building, or between any two buildings, or for any particular buried line, shall be the same. 2.04 PIPE MATERIALS A. Black steel shall comply with Standard AP 1-5L, Schedule 40 (standard weight) ASA B36.10. Pipe threads shall comply with standard for pipe threads, API Standard 5B. Pipe joints may be screwed, flanged, or welded. Fitting shall be malleable iron or steel and shall be copper or brass when used with copper or brass pipe or tubing. FY112118 Crossover Road Water & Sewer — Phase [1 Section 15001-2 2.05 GALLERY AND TRENCH PIPING EXPANSION PROVISIONS A. All piping in galleries and trenches must be installed to allow for thermal expansion due to the differences between installation and operating temperatures. 2.06 BUILDING PIPING EXPANSION PROVISIONS A. The Contractor may install additional flexible couplings to facilitate piping installation, provided that he submits complete details describing location, pipe supports, and hydraulic thrust protection. Acceptable types of flexible couplings and expansion joints shall be as follows: 2.07 METALLIC PIPING SYSTEMS A. Flexible Couplings: Except as noted, flexible couplings for use with steel pipe shall be Dresser, Style 38; Rockwell, Style 411; or equal. Flexible couplings for use with ductile iron pipe shall be Dresser, Style 53 or 153; Rockwell, Style 431; or equal, with zinc -plated bolts and nuts. Thrust ties shall be provided as required and shown to sustain the force developed by 1-112 times the operating pressure specified. B. Transition Couplings: Transition couplings used to connect pipes with small differences in outside diameter shall be Dresser, Style 162; Rockwell, 413; or equal. C. Flanged Coupling Adapters: Flanged coupling adapters shall be Series 912 for ductile iron piping and Series 913 for steel piping, as manufactured by Rockwell International; or Style 127 for ductile iron piping and Style 128 for steel piping, as manufactured by Dresser Industries, Inc.; or equal. Couplings shall be provided with thrust ties attached to the pipe with welding lugs, cast -in -place lugs, or friction collars. Anchor studs placed perpendicular to the longitudinal axis of the pipe are unacceptable. Thrust protection shall be adequate to sustain the force developed by 1-1/2 times the operating pressures specified. PART 3 EXECUTION 3.01 GENERAL A. Prior to the start of the work, submit satisfactory evidence to the Engineer that all insurance coverage requirements have been complied with. All proposed construction methods and materials for the undercrossing shall be approved by the Engineer prior to the crossing operation, and no construction shall be started until written approval to proceed has been issued. 3.02 PIPE PREPARATION AND HANDLING A. Each pipe and fitting shall be carefully inspected before the exposed pipe or fitting is installed or the buried pipe or fitting is lowered into the trench. The interior and exterior protective coating shall be inspected. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after laying. FYI 12118 Crossover Road Water & Sewer — Phase II Section 15001-3 B. Use proper implements, tools, and facilities for the safe and proper protection of the pipe. Carefully handle pipe in such a manner as to avoid any physical damage to the pipe. Do not drop or dump pipe into trenches under any circumstances. 3.03 PREPARATION OF TRENCH - LINE AND GRADE A. Grade the bottom of the trench by hand to the line and grade to which the pipe is to be laid, with proper allowance for pipe thickness and for pipe base when specified or indicated. Remove hard spots that would prevent a uniform thickness of bedding. Before laying each section of the pipe, check the grade with a straightedge and correct any irregularities found. The trench bottom shall form a continuous and uniform bearing and support for the pipe at every point between bell holes, except that the grade may be disturbed for the removal of lifting tackle. 3.04 BELL (JOINT) HOLES A. At the location of each joint, dig bell (joint) holes of ample dimensions in the bottom of the trench and at the sides where necessary to permit easy visual inspection of the entire joint. 3.05 REMOVAL OF WATER A. Provide and maintain ample means and devices at all times to remove and dispose of all water entering the trench during the process of pipe laying. The trench shall be kept dry until the pipe laying and jointing are completed. Removal of water shall be in conformance with specifications in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. 3.06 PREVENT TRENCH WATER AND ANIMALS FROM ENTERING PIPE A. When the pipe laying is not in progress, including the noon hours, the open ends of pipe shall be closed, and no trench water; animals, or foreign material shall be permitted to enter the pipe. 3.07 PIPE COVER A. Minimum water main cover the 36 -inch or 24 -inch water mains shall be 4 feet below natural grade. Minimum water main cover for 12 -inch and smaller water mains shall be 3 feet below natural grade. Minimum service pipe cover shall be 2.5 feet. 3.08 LAYING BURIED PIPE A. All buried pipe shall be prepared as hereinbefore specified and shall be laid on the prepared base and bedded to ensure uniform bearing. No pipe shall be laid in water or when, the in the opinion of the Engineer, trench conditions are unsuitable. Joints shall be made as herein specified for the respective types. Take all precautions necessary to prevent uplift and floating of the pipe prior to backfilling. B. Where the pipe is connected to concrete structures, the connection shall be made as shown. Make connection such that a standard pipe joint is located no more than 36 inches from the structure. FYI I2118 Crossover Road Water & Sewer —Phase II Section 15001-4 3.09 WALL PIPES AND PIPE SLEEVES A. Wall pipes and pipe sleeves embedded in concrete walls, floors, and slabs shall be embedded as specified in Section 03300, CONCRETE and as shown. Support all pipes embedded in concrete walls, floors, and slabs with formwork to prevent contact with the reinforcing steel. 3.10 INSTALLATION OF FLEXIBLE COUPLINGS, FLANGED COUPLING ADAPTERS, AND SERVICE SADDLES A. Prior to installation, thoroughly clean oil, scale, rust, and dirt from the pipe to provide a clean seat on the gasket. Care shall be taken that the gaskets are wiped clean before they are installed. If necessary, flexible couplings and flanged coupling adapter gaskets may be lubricated with soapy water or manufacturer's standard lubricant before installation on the pipe ends. Install in accordance with the manufacturer's recommendations. Bolts shall be tightened progressively, drawing up bolts on opposite sides a little at a time until all bolts have a uniform tightness. Workmen tightening bolts shall use torque -limiting wrenches. 3.11 INSTALLATION OF INSULATING FLANGES, COUPLINGS, AND UNIONS A. Install insulating flanges, couplings, or unions wherever copper and ferrous metal piping are connected, wherever cathodically protected steel lines enter buildings, wherever submerged metallic piping is connected to unsubmerged piping, and where shown on the Drawings. All submerged metallic piping shall be isolated from the concrete reinforcement. 3.12 TESTING - GENERAL A. Representatives of the Fayetteville Water Department shall be present when water mains are tested. B. Conduct pressure and leakage tests on all newly installed pipelines. Furnish all necessary equipment and material and make all taps in the pipe, as required. The Engineer will monitor the tests. Test pressures shall be 150% of normal operating pressures except where governing codes or regulations specify higher test pressures, or as otherwise specified. C. The minimum test pressure at any point in the water system shall be 225 psi. D. The minimum test pressure at any point on the force main shall be 100 psi. 3.13 TESTING NEW PIPE WHICH CONNECTS TO EXISTING PIPE A. New pipelines which are to be connected to existing pipelines shall be tested by isolating the new pipe with the required valves or with grooved end pipe caps, spectacle blinds, or blind flanges. FY 112118 Crossover Road Water & Sewer — Phase I1 Section 15001-5 3.14 PREPARATION AND EXECUTION - BURIED PIPING A. Conduct fmal acceptance tests on buried piping that is to be hydrostatically tested after the trench has been completely backfilled. The Contractor may, if field conditions permit, as determined by the Engineer, partially backfill the trench and leave the joints open for inspection and conduct an initial service leak test. The acceptance test shall not, however, be conducted until all backfilling has been completed. 3.15 EXPOSED PIPING A. Conduct the tests on exposed piping after the piping has been completely installed, including all supports, hangers, and anchors. 3.16 HYDROSTATIC LEAK TESTS - EQUIPMENT A. Furnish the following equipment for the hydrostatic tests: Amount Description 2 Graduated containers 2 Pressure gauges 1 Hydraulic force pump Suitable hose and suction pipe as required. 3.17 PROCEDURE A. Water shall be used as the hydrostatic test fluid unless otherwise specified. Test water shall be clean and shall be of such quality as to minimize corrosion of the materials in the piping system. Vents at all high points of the piping system shall be opened to purge air pockets while the piping system is filling. Venting during the filling of the system also may be provided by the loosening of flanges having a minimum of four bolts or by the use of equipment vents. All parts of the piping system shall be subjected to the test pressure specified. The hydrostatic test pressure shall be continuously maintained for a minimum time of 30 minutes and for such additional time as may be necessary to conduct examinations for leakage. Examination for leakage shall be made at all joints and connections. The piping system, exclusive of possible localized instances at pump or valve packing, shall show no visual evidence of weeping or leaking. Any visible leakage shall be corrected at the Contractor's sole expense. 3.18 BURIED WATER AND WASTEWATER PRESSURE LINES A. Some leakage is permissible from buried water and wastewater pressure lines. Consequently, the hydrostatic testing of these pipelines must be conducted in a different manner, as follows: 1. Where any section of pipe is provided with concrete thrust blocking, do not make the pressure test until at least 5 days have elapsed after the thrust blocking is installed. If high -early cement is used for thrust blocking, the time may be reduced to 2 days. When testing cement -mortar lined piping, slowly fill the section of pipe to be tested FYI 12118 Crossover Road Water & Sewer — Phase II Section 15001-6 with water and allow to stand for 24 hours under slight pressure to allow the cement -mortar lining to absorb water. 2. Expel all air from the piping system prior to testing and apply and maintain the specified test pressure by means of the hydraulic force pump. Valve off the piping system when the test pressure is reached and conduct the pressure test for 2 hours, reopening the isolation valve only as necessary to restore the test pressure. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. This measurement represents the leakage, which is defined as the quantity of water necessary to maintain the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: ND(P) (1/2 L= 7400 In the above formula: L = Allowable leakage, in gallons per hour N = Number of joints in the length of pipe tested D = Nominal diameter of pipe, in inches P = Average test pressure during the leakage test, in pounds per square inch 3. The Contractor shall correct any leakage greater than the allowance determined under this formula at the Contractor's sole expense. 3.19 INITIAL SERVICE LEAK TESTS - EQUIPMENT A. Equipment used for initial service leak testing may be the same as that specified under HYDROSTATIC LEAK TESTS hereinbefore, or the pump or compressor connected to the piping system. 3.20 SERVICE LEAK TESTS - PROCEDURE A. The initial service leak test shall be performed by gradually bringing the piping system up to normal operating pressure and holding it there continuously for a minimum time of 10 minutes. Examination for leakage shall be made at all joints and connections. The piping system, exclusive of possible localized instances at pump or valve packing, shall show no visual evidence of weeping or leaking. Any visible leakage shall be corrected at the Contractor's sole expense. 3.21 TEST RECORDS A. Records shall be made of each piping system installation during the test. These records shall include: 1. Date of test 2. Description and identification of piping tested FY 112118 Crossover Road Water & Sewer — Phase [I Section 15001-7 3. Test fluid 4. Test pressure 5. Remarks, to include such items as: a. Leaks (type, location) b. Repairs made on leaks 6. Certification by Contractor and written approval by Engineer 3.22 INTERIM CLEANING A. Care shall be exercised during fabrication to prevent the accumulation of weld rod, weld spatter, pipe cuttings and filings, gravel, cleaning rags, etc. within piping sections. All piping shall be examined to assure removal of these and other foreign objects prior to assembly. Shop cleaning may employ any conventional commercial cleaning method if it does not corrode, deform, swell, or otherwise alter the physical properties of the material being cleaned. 3.23 FINAL CLEANING A. Following assembly and testing and prior to final acceptance, all pipelines installed under this section shall be flushed with water and all accumulated construction debris and other foreign matter removed. Flushing velocities shall be a minimum of 2.5 feet per second. Cone strainers shall be inserted in the connections to attached equipment and left there until cleaning has been accomplished to the satisfaction of the Engineer. Accumulated debris shall be removed through drains 2 -inch and larger or by dropping spools and valves. 3.24 CORROSION PROTECTION FOR DUCTILE IRON PIPES - INTERIOR LININGS A. Cement Linings: All piping that is to be cement -lined shall be lined and seal coated with Type II or Type III cement in accordance with ANSI A21.4. All ductile iron pipe shall be cement -lined and seal coated, except where noted otherwise on the Detailed Pipe Specifications. B. Epoxy Linings: Ductile iron fittings and ductile iron pipe used for sewer lines shall be epoxy lined in accordance with the applicable Fayetteville Standard Specifications in Appendix A. 3.25 DISINFECTION A. Pipelines intended to carry potable water shall be disinfected before placing in service. Disinfecting procedures shall conform to AWWA C-601-05, latest revision as hereinafter modified or expanded. B. Flushing: Before disinfecting, flush all foreign matter from the pipeline. Provide hoses, temporary pipes, ditches, etc. as required to dispose of flushing water without damage to adjacent properties. Flushing velocities shall be at least 2.5 fps. For large diameter pipe where it is impractical or impossible to flush the pipe at 2.5 fps velocity, clean the pipeline in place from the inside by brushing and sweeping, then flush the line at a lower velocity. FY1121 18 Crossover Road Water & Sewer — Phase 11 Section 15001-8 C. Disinfecting Mixture: Disinfecting mixture shall be a chlorine -water solution having a free chlorine residual of 40 to 50 ppm. The disinfecting mixture shall be prepared by injecting: (1) A liquid chlorine gas -water mixture; (2) dry chlorine gas; or (3) a calcium or sodium hypochlorite and water mixture into the pipeline at a measured rate while fresh water is allowed to flow through the pipeline at a measured rate so that the combined mixture of fresh water and chlorine solution or gas is of the specified strength. D. The liquid chlorine gas -water mixture shall be applied by means of a standard commercial solution feed chlorinating device. Dry chlorine gas shall be fed through proper devices for regulating the rate of flow and providing effective diffusion of the gas into the water within the pipe being treated. Chlorinating devices for feeding solutions of the chlorine gas or the gas itself must provide means for preventing the backflow of water into the chlorine cylinder. E. If the calcium hypochlorite procedure is used, first mix the dry powder with water to make a thick paste, then thin to approximately a 1 percent solution (10,000 ppm chlorine). If the sodium hypochlorite procedure is used, dilute the liquid with water to obtain a 1 percent solution. The following proportions of hypochlorite to water will be required: Product Quantity Water Calcium Hypochlorite (1) 1 lb 7.5 gal. (65 to 70 percent Cl) Sodium Hypochlorite (2) 1 gal 4.25 gal. (5.25 percent Cl) Comparable to commercial products known as HTH, Perchloron, and Pittchlor 2. Known as liquid laundry bleach, Clorox, Purex, etc. 3.26 POINT OF APPLICATION A. Inject the chlorine mixture into the pipeline to be treated at the beginning of the line through a corporation stop or suitable tap in the top of the pipeline. Clean water from the existing system or another source shall be controlled so as to flow slowly into the newly installed piping during the application of chlorine. The rate of chlorine mixture flow shall be in such proportion to the rate of water entering the pipe that the combined mixture shall contain 40 to 50 ppm of free available chlorine. Valves shall be manipulated so that the strong chlorine solution in the line being treated will not flow back into the line supplying the water. Use check valves if necessary. 3.27 RETENTION PERIOD A. Treated water shall be retained in the pipeline long enough to destroy all nonspore-forming bacteria. With proper flushing and the specified solution strength, 24 hours is adequate. At the end of the retention period, the disinfecting mixture shall have a strength of at least 10 ppm of chlorine. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 15001-9 B. Operate all valves, hydrants, and other appurtenances during disinfection to assure that the disinfecting mixture is dispersed into all parts of the line, including dead ends, new services, and similar areas that otherwise may not receive the disinfection solution. C. Do not place concentrated quantities of commercial disinfectants in the line before it is filled with water. D. After chlorination, flush the water from the permanent source of supply until the water through the line is equal chemically and bacteriologically to the permanent source of supply. 3.28 DISPOSAL OF DISINFECTING WATER A. Dispose of chlorinated water per AWWA C651-05, Appendix C. Treat the chlorinated water with the listed compounds as necessary to neutralize the high concentration of residual chlorine. Do not allow chlorinated water to enter drainage ways, streams, ponds, sewer lines or other surface waters without having the residual chlorine neutralized. B. The Contractor shall meet all requirements of the Arkansas State Plumbing Code. 3.29 HYDROSTATIC TESTING DISCHARGE PERMIT A. Obtain a Hydrostatic Testing Discharge Permit Application Form from the Arkansas Department of Environmental Quality, Water Division (www.adeq.state.ar.us or Phone #501-682-0623). Complete the form for Owners submission to ADEQ. Owner shall pay the $200 permit fee. Have the application on file at ADEQ a minimum of 20 days prior to the discharge of any flushing water or disinfection water from the water main. Maintain water quality records as required by the Discharge Permit and file the Notice of Termination upon completion of the flushing process. 3.30 SAMPLING DISINFECTED MAINS A. After disinfecting and flushing water mains, collect two samples (one each on successive days) from each segment of the water main. Submit samples to the Arkansas Department of Health for testing. If samples fail, resample the main on two successive days, and continue resampling until two samples taken on successive days are approved by the Health Department. When approval of these samples is obtained, the water main segment can then be put in service. 3.31 WATER AND SEWER LINE CROSSINGS A. Where water and sewer lines necessarily cross, the water line should be at least 18 - inches superior, crown to invert, to the sewer line, with the pipe line initial backfill (from bedding to 12 -inches above pipe), compacted with clay. Where vertical separation is less than 18 -inches, steel encasement shall be installed on the water line or sewer line as indicated on the Details. The cost of the clay liner shall be included in the cost for the sewer or water pipe. The cost for the steel encasement shall be paid for on a unit price basis as listed in the Proposal. FYI 12118 Crossover Road Water & Sewer — Phase II Section 1500 L -10 3.32 PAYMENT A. Payment for the work in this Section will be included as part of the payment for the piping covered by the applicable Detail Piping Specifications of this Section. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase II Section 15001-11 SECTION 15001-2 CEMENT -LINED DUCTILE IRON PIPE AND EPDXY COATED PIPE AND FITTINGS PART1 GENERAL 1.01 SCOPE A. This Section covers the work necessary to furnish and install, complete, the cement -lined ductile iron pipe and epoxy coated ductile iron pipe and fittings specified herein, and as specified further in Section 15001, PLANT PIPING - GENERAL. B. Service shall include ductile iron pipe and epoxy coated fittings used for water and sewer mains. 1.02 GENERAL A. See Section 15001, PLANT PIPING - GENERAL, for additional requirements. B. Conform to the Fayetteville Standard Specifications for Sewers, Section 3000, Pipe, Fittings, and Materials and Section 3100, Sanitary Sewer Pipelines. PART 2 PRODUCTS 2.01 PIPE A. Centrifugally cast, Grade 60-42-10 iron, ANSI A21.51, AWWA C-151, cement -lined and seal -coated in accordance with ANSI A21.4, 1.4,3 50 psi minimum working pressure. B. Ductile iron gravity sewer pipe shall be epoxy lined per Fayetteville Standard Specification Section 3000. 2.02 JOINTS A. Flanged, mechanical joint, push -on restrained joint (American Flex -Ring joint or equal), or push -on as specified in Section 15001, PIPING - GENERAL and as shown on the Drawings. B. Joints inside casings shall be thrust restrained. 2.03 FITTINGS A. Gray or ductile iron, 250 psi minimum working pressure with 6-8 mil thickness of fusion bonded epoxy applied for the exterior and interior of each 24 -inch and smaller fitting. Epoxy coating shall conform to ANSI/AWWA C-550 and C -116/A21.16. Where taps are shown on fittings, tapping bosses shall be provided. For 36 -inch fittings, fittings may be cement -mortar lined per AWWA C 104 or fusion bonded epoxy coated. B. Flanged: ANSI/AWWA C-1 10 & ANSI B16.1, faced and drilled 125 -pound ANSI standard. FYI 12118 Crossover Road Water & Sewer — Phase II Section 15001-2 - 1 C. All buried pipe fittings 2" and larger in size shall be cast or ductile iron, mechanical joint, conforming to ANSI/AWWA C-110 and ANSI/AWWA C -11l, or AWWA C- 153. Megalug thrust restraints shall be used with mechanical joint fillings. The Megalug units shall be specifically designed for the type of pipe being used (PVC or ductile iron). Restrained joint ductile iron fittings 24 -inch and 36 -inch in size may also be American Flex -Ring, or equal, when installed with restrainedjoint oint Flex -Ring, or equal, ductile iron pipe. D. Mechanical Joint Retainer Glands shall be made from ductile iron and shall be designed for a working pressure of at least 350 -psi for 3 -inch through 16 -inch pipe and at least 250 -psi for 18 -inch through 48 -inch pipe. The retainer gland shall be MEGALUG mechanical joint restraint with MEGA -BOUND coating system and traceability as manufactured by EBAA Iron, Inc., or equal. 2.04 FLANGES A. ANSI A21.15/AWWA C-115, threaded, 250 psi working pressure, ANSI 125 -pound drilling. 2.05 BOLTS AND HARDWARE A. Nuts, bolts and other hardware for flanged fittings shall be 316 stainless steel. B. All buried fastening hardware shall be 316 stainless steel. 2.06 GASKETS A. Gaskets for mechanical or Flex -Ring joints shall be rubber, conforming to ANSI A21.11, AWWA C-111. B. Gaskets for flanged joint shall be 1/8 -inch thick, cloth -inserted rubber conforming to applicable parts of ANSI B16.21 and AWWA C-207. Gasket material shall be free from corrosive alkali or acid ingredients and suitable for use in sewage or potable waterlines. Gaskets shall be full -face type for 250 -pound FF flanges. C. Gaskets for 24 -inch and smaller ductile iron pipe may be American Fast -Grip, or approved equal, where restrained joint pipe is required. 2.07 THRUST RESTRAINTS A. All valves, fittings, fire hydrants, etc., shall be thrust restrained with retainer glands, megalugs, stainless steel tie rods, or other thrust restraints approved by the Fayetteville Water Details. These thrust restraints are in addition to the concrete thrust blocks required by the Details. Thrust restraint systems shall include materials and/or coatings that provide corrosion resistance to these systems, in addition to being polyethylene encased. 2.08 LUBRICANT A. Lubricant for mechanical joint end piping shall be manufacturer's standard. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 15001-2 - 2 2.09 TRACE WIRE A. Trace wire for water pipe shall be 12 gauge insulated copper wire and as otherwise specified in Fayetteville's Standard Specifications. Section 3000. 2.10 POLYETHYLENE ENCASEMENT A. Polyethylene materials for pipe encasement shall meet the requirements of ANSI/AWWA C -105/A21.5-82, or latest revision thereof. The encasement material is to be 8 mil linear low -density polyethylene (LLDPE) film made from virgin polyethylene only with no recycled material. The color shall be black with nominal 2% carbon black UV inhibitor and printed per the Cl 05 Standard. Physical properties of the film shall be as follows: 1. Tensile Strength: 3,600 psi minimum in machine and transverse direction (ASTM D882) 2. Elongation: 800% minimum in machine and transverse direction (ASTM D882) 3. Dielectric Strength: 800 Volts/Mil thickness, minimum (ASTM Dl 709 Method B) 4. Impact Resistance: 600 grams, minimum (ASTM Dl 709 Method B) 5. Propagation Tear Resistance: 2,500 grams force, minimum in machine and transverse direction (ASTM D 1922) The Owner anticipates having a sample of the encasement material that is delivered to the project tested to insure conformance to these standards. Non -conforming material shall be removed from this project. 2.11 MARKER TAPE A. Per Fayetteville's Standard Specifications, Section 3000. Market tape for sewer lines shall be green in color. Water main marker tape shall be "safety precaution blue" in color. Tape shall be labeled "Caution, Buried Water Line (Sewer Line) Below", as applicable. PART 3 EXECUTION 3.01 HANDLING PIPE A. Care shall be taken not to damage the cement lining when handling the pipe. 3.02 CUTTING PIPE A. Cut pipe with milling type cutter or abrasive saw cutter. Do not flame cut. 3.03 DRESSING CUT ENDS A. Dress cut ends of pipe in accordance with the type of joint to be made. B. Dress cut ends of mechanical joint pipe to remove sharp edges or projections which may damage the rubber gasket. FY112118 Crossover Road Water & Sewer — Phase [1 Section 15001-2 - 3 C. Dress cut ends of push -on joint pipe by beveling, as recommended by the pipe manufacturer. D. Dress cut ends of pipe for flexible couplings and flanged coupling adapters as recommended by the coupling or adapter manufacturer. 3.04 MECHANICAL AND PUSH ON JOINT A. Join pipe with mechanical or push -on type joints in accordance with the manufacturer's recommendations. Provide all special tools and devices, such as special jacks, chokers, and similar items required for proper installation. Lubricant for the pipe gaskets shall be furnished by the pipe manufacturer, and no substitutes will be permitted under any circumstances. A. Procedures set forth under method A of ANSI/AWWA C -105/A21.5-82, or latest revision, shall be followed during construction. Polyethylene encasement will be installed on all buried ductile or cast iron pipe and fittings used on this project. Two layers (double wrap) of polyethylene encasement will be used at all ductile or cast iron pipe and fitting locations. Remove all lumps of clay, mud, cinders, etc. from the pipe surface before encasing the pipe. Keep soil, or bedding material, from becoming trapped between the pipe and the polyethylene sleeve. When lifting polyethylene - cased pipe use a fabric type sling or padded cable to protect the polyethylene. Joints shall be overlapped (double coverage) and taped. Fold excess slack over the top of the pipe and tape in place every three feet. Carefully backfill the pipe according to AWWA C600. To avoid damage during backfilling allow adequate slack in the film tube at joints. Backfill material shall be free of cinders, rocks, boulders, nails, sticks, or other material that may damage the polyethylene sleeve. 1. Pipe Shaped appurtenances are covered in the same manner as the pipe. 2. Odd -Shaped appurtenances require a split length of sleeve to be passed under, and then over the appurtenances to be brought together around the body and securely taped into place. Make seams by folding edges over twice and taping. Bolted Joints and Valves: Overlap joints as for pipe installation. Tape film securely around valve stems and other penetrations. Use care to prevent penetration of the film by bolts and other protrusions. 4. Branches, Blow -offs, Air Valves: make an "X" shaped cut in the film and temporarily fold the film back. After installing the appurtenances tape slack securely and repair the cut and any damaged areas of film. 5. Service Taps: Wrap two/three layers of tape completely around the polyethylene encased pipe to cover area where tapping machine will contact the pipe. Install the corporation stop directly through the tape and polyethylene. Repair any damage after the installation with tape or an additional wrap of polyethylene film. Wrap copper service tubing at least three feet back from the installation with tape or additional polyethylene film to prevent electrolysis. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 15001-2 - 4 Install polyethylene encasement on all ductile or cast iron pipe, valves and fittings, including pipe installed through casings. Mount casing spacers on the outside of the polyethylene encasement. Provide 6 mil PVC tape, 11/2 minimum width for taping encasement. Encasement to be delivered to job site contained in a sound sacrificial sleeve of UV protected polyethylene to protect contents during storage prior to installation. 3.06 TRACE WIRE A. Run trace wire continuous from valve box to valve box, meter box and other access points. Bring wire up inside boxes in an accessible fashion. Install trace wire approximately 6 -inches above the pipe. Join wire segments by soldering or by using approved wire nuts. Pipe testing shall include following trace wire. Any wire breaks or incomplete splices shall be repaired by the Contractor at no additional expense. Include trace wire in the price for pipe. B. Trace wire installed with gravity sewers shall be CAD welded to the manhole ring casting. C. Trace wire installed with force mains shall be accessible at force main trace wire ports, and CAD welded to the end manhole. 3.07 MARKER TAPE A. Install marker tape over the center of the pipe, approximately 18 -inches above the top of the pipe. B. For force mains, wrap marker tape around the force main pipe, per Fayetteville Standard Specification, Section 3100, in addition to the marker tape 18 -inches above the pipe. 3.08 TESTING A. All pressure lines shall be hydrostatically tested. Test procedures shall be as specified in Section 15001, PIPING - GENERAL. 3.09 PAYMENT A. Payment for the work described in this Section will be included as part of the unit price or lump sum bid amounts stated in the Proposal. Unit prices bid for pipe shall include trenching, trace wire, marker tape, double wrap polyethylene encasement, pipe zone material, backfilling above the pipe zone, topsoil replacement, finish grading, seeding and fertilizing, testing and final clean-up. B. Payment for pipe shall be made at 80% of the unit bid price upon pipe installation, backfilling, and rough grading. Payment shall be increased to 85% upon completion of testing. Payment will be increased to 98% of the unit price bid upon seeding, fertilizing and final cleanup. The remaining 2% will be released upon satisfactory establishment of a grass stand. FY 112118 Crossover Road Water & Sewer — Phase El Section 15001-2 - 5 C. Payment for mechanical joint cast or ductile iron epoxy coated fittings shall be made at the unit price bid in the Proposal per pound, based on the weight of the fittings installed. Weight values will be taken from the current Ductile Iron Pipe Research Association handbook for mechanical joint fittings for AWWA C-1 10 fittings. If compact fittings are used, fitting weights shall be taken from the applicable tables in AWWA C-153. Glands, bolts, megalugs, and gaskets shall be included in the unit price payments; however, the weight of these items will not be added to the handbook's fitting weight. All buried pipe fittings 2 and larger in size shall be cast or ductile iron. Double wrap polyethylene encasement shall be included in the payment for mechanical joint fittings. END OF SECTION FYI12118 Crossover Road Water & Sewer — Phase II Section 15001-2 -6 SECTION 15001-14 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS PART1 GENERAL 1.01 SCOPE A. This Section covers the work necessary to furnish and install, complete, the polyvinyl chloride pipe and fittings specified herein, and as specified further in Section 15001, PLANT PIPING - GENERAL. B. Service shall include water lines and force main lines ranging from 2 inch to 18 inch, used at the locations designated on the Drawings. Service shall include gravity sewer pipe ranging in size from 4 inch to 15 inch, used at the locations designated on the Drawings. Service shall include restrained joint PVC pipe installed by the horizontal directional drilling process. 1.02 GENERAL A. See Section 15001, PLANT PIPING - GENERAL, and Section 15005, GRAVITY SEWER PIPE, for additional requirements. All piping system components shall be the products of one manufacturer. B. Conform to the Fayetteville Standard Specifications for Sewers, Section 3000, Pipe, Fittings and Materials, and Section 3100, Sanitary Sewer Pipelines. PART 2 PRODUCTS 2.01 AWWA PVC PIPE, WATER PIPE AND FORCE MAIN PIPE A. PVC, AWWA C-900 pipe, with outside diameters equivalent to cast iron pipe. Sizes 4 -inch through 12 -inch, with pressure rating of 200 psi (DR -IA), as indicated on the Drawings. B. PVC, AWWA C-905 pipe with outside diameters equivalent to cast iron pipe. Sizes 14 -inch through 24 -inch, with pressure rating of 235 psi (DR- 18), as indicated on the Drawings. 2.02 2.03 rasii & u i'9I20- A. PVC, ASTM D 1784, Type 1, Grade 1, with gasket joints for buried water piping. B. Pipe class shall be Class 315, SDR 13.5, suitable for static pressures up to 215 psi. C. Use Class 315 pipe in 2 -inch size only. Larger pipe shall be AWWA C-900 or C-905. PVC SEWER PIPE A. PVC, SDR-26 gravity sewer pipe shall conform to ASTM O1784, D3034 and F679 with gasket joint and integral bell. FY112118 Crossover Road Water & Sewer —Phase!! Section 15001-14 - 1 B. PVC sewer service pipe, 4 -inch or 6 -inch in size, shall be Schedule 40 per Fayetteville Standard Specifications. 2.04 HORIZONTALLY DIRECTIONAL DRILLED RESTRAINED JOINT PVC WATER PIPE A. PVC, AWWA C-900 pipe, DR -14, with outside diameters equivalent to cast iron pipe, sizes 4 -inch through 12 -inch. Restrained joints to consist of PVC pipe couplings and ends of PVC pipe joints having spline grooves that allow nylon splines to be inserted to achieve thrust restraint. O-ring gasket seals in the pipe coupling. Pipe shall otherwise conform to all AWWA, C-900, DR -14 standards and pressure ratings. Pipe shall be Certa-Lok, C900/RJ as manufactured by CertainTeed, or approved equal. 2.05 JOINTS A. For buried pipe, gasketed slip joint. B. Joints inside casings shall be thrust restrained. C. For horizontally directionally drilled PVC pipe, joints shall be splined couplings with O -rings, as previously specified. A. Water pipe and force main fittings shall be epoxy coated ductile iron, mechanical joint with megalug thrust restraints, and as otherwise specified in Section 15001-2, CEMENT -LINED DUCTILE IRON PIPE AND EPDXY COATED PIPE AND FITTINGS. B. For junctions between PVC and brass pipe or polyethylene pipe, flexible transition couplings of stainless steel material, as specified in Section 15001. C. Sewer pipe fittings shall be Class 200 PVC slip joint fittings, as recommended by the pipe supplier for this type of PVC pipe. D. For junctions between PVC sewer and iron or vitrified clay pipe of different outside diameter, flexible transition couplings specifically designed for sewer pipe transition purposes. Couplings shall be made of rubber material with stainless steel bands, as manufactured by Fernco, or approved equal. Couplings shall be of shear resistant design. 2.07 GASKETS A. As recommended by the pipe manufacturer to conform to the pipe OD. 2.08 WATER STOPS A. Gravity sewer pipe (PVC) shall utilize ribbed water stops at manhole walls, as recommended by the pipe manufacturer. FY 112118 Crossover Road Water & Sewer -- Phase I1 Section 15001-14 - 2 2.09 A. PART 3 3.01 A. 3.02 3.03 3.04 3.05 MARKER TAPE Per Fayetteville's Standard Specifications, Section 3000. Marker tape used on water mains shall be blue in color. 0.4.0019111 I GENERAL All rigid PVC pipe shall be cut, made up, and installed in accordance with the pipe manufacturer's recommendations. A. Furnish and install a 12 gauge insulated copper trace wire with all PVC water pipe. Run wire continuous from valve box to valve box, meter box or other access points. Bring wire up inside boxes in an accessible fashion. Join wire segments by soldering or by using approved wire nuts. Install wire approximately 6 -inches above the pipe. Pipe testing shall include following trace wire. Any wire breaks or incomplete splices shall be repaired by the Contractor at no additional expense. Include trace wire in the unit price bid for pipe. MARKER TAPE A. Install marker tape over the center of the water and sewer pipe, approximately 18 - inches above the top of the pipe. B. Marker tape is not required with pipe installed by horizontal directional drilling. TESTING A. All water lines and force main lines shall be hydrostatically tested at the pressures listed in Section 15001, PLANT PIPING — GENERAL. B. Use pipe locating equipment to test continuity of trace wire. The Engineer shall observe and document the trace wire test. C. Test sewer pipe in accordance with Section 15005, GRAVITY SEWER pipe. PAYMENT A. Payment for the water main and force main work in this Section will be included as part of the unit price bid amounts stated in the Proposal. Unit prices bid for water pipe and force main pipe shall include trenching, trace wire, marker tape, granular pipe base, granular pipe zone material, backfilling above the pipe zone, topsoil replacement, finish grading, seeding and fertilizing, testing and fmal clean-up. Payment for force main pipe shall also include the marker tape to be wrapped around the pipe, per the Fayetteville Standard Specifications. FYI12118 Crossover Road Water & Sewer — Phase 11 Section 15001-14-3 B. Payment for the sewer main work described in this Section will be included as part of the unit price or lump sum bid amounts stated in the Proposal. Unit priced bid for pipe shall include the pipe, granular pipe base, granular pipe zone material, trace wire, marker tape, finish grading. air testing, deflection testing, TV inspection, seeding, fertilizing and final clean-up. C. Payment for pipe shall be made at 80% of the unit bid price upon pipe installation, backfilling, and rough grading. Payment will be increased to 85% upon completion of testing and making the line available to the Owner for utilization. Payment will be increased to 98% of the unit price bid upon seeding, fertilizing and final cleanup. The remaining 2% will be released upon satisfactory establishment of a grass stand. D. Payment will be made for cast or ductile iron, mechanical joint fittings as listed in Section 15001-2, CEMENT -LINED DUCTILE IRON PIPE AND EPDXY COATED PIPE AND FITTINGS. E. Separate payment shall be made for trenching and backfilling for sewer mains 8 -inch in size and larger, based on the as -built profile depths to the flowline of the pipe and the unit prices bid in the Proposal for various trench depth classifications. Payment shall be made upon completion of initial rough grading of the backfilled trench. Payment shall include topsoil replacement. Payment or trenching and backfilling for 4 -inch or 6 -inch sewer service lines shall be included in the unit cost per foot for the 4 -inch or 6 -inch pipe. No separate payment will be made for Schedule 40 PVC fittings used on 4 -inch or 6 -inch Schedule 40 sewer service lines. F. Separate payment will be made for each sewer wye fitting installed and accepted on PVC sewer mains. Include the cost of the 4 -inch service bend, and coupling to existing 4 -inch service line in the sewer wye bid item. G. No separate payment will be made for the thrust restraints required on PVC water and sewer pipe joints installed inside casings. Include the cost of the thrust restraints in the applicable casing pipe bid item. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase 11 Section 15001-14 -4 SECTION 15005 GRAVITY SEWER PIPE PART1 GENERAL 1.01 SCOPE A. This Section covers all work necessary for the installation of gravity sewer pipe and fittings of the sizes and classes indicated. B. Conform to the Fayetteville Standard Specifications for sewers. Where there are conflicts between this Section and the Fayetteville Standard Specifications, the Fayetteville Standards shall govern. PART 2 PRODUCTS 2.01 GENERAL A. Sizes and types of gravity sewer pipe to be used in all locations are indicated on the Drawings. 2.02 PIPE, FITTINGS, AND JOINTS A. Gravity sewer pipe and fittings shall be PVC sewer pipe as specified in Section 15001-14. B. Designated segments of gravity sewer pipe shall be epoxy lined ductile iron pipe, as specified in Section 15001-2 and in Fayetteville's Standard Sewer Specifications. 2.03 CONCRETE FOR ENCASEMENT A. Concrete for thrust blocking and encasement shall have a minimum compressive strength of 2,500 psi at 28 days. 2.04 IMPORTED PIPE BASE AND IMPORTED PIPE ZONE MATERIAL A. Imported material for gravity sewer pipe base and pipe zone backfill shall be as specified in Section 02200. PART 3 EXECUTION 3.01 PREPARATION OF TRENCH A. Provide select material under gravity sewer pipe as shown on Details on the Plans. Place base for pipe in the trench to a depth which allows excavation of bell holes, but to a minimum depth of 6 -inches. Grade the top of the base to the bottom of the pipe ahead of pipe laying for the full width of the trench. Base shall provide a firm, unyielding support along entire pipe length. FY 112118 Crossover Road Water & Sewer — Phase II Section 15005 - I B. Excavate bell holes at each joint to permit proper assembly and inspection of entire joint. Bell holes shall be of sufficient depth to preclude direct bearing of bell on bottom of trench. C. Provide and maintain ample means and devices to remove and dispose of water entering the trench during the laying operation to the extent required to properly grade the bottom of the trench and allow for proper compaction of the backfill in the pipe zone. Pipe shall not be laid in water. D. Conform to additional requirements of the individual pipe specifications for pipe base and pipe zone material and compaction requirements thereof. 3.02 PIPE DISTRIBUTION A. Distribute material on the job no faster than it can be used to good advantage. Unload pipe which cannot be physically lifted by workers from the trucks, by a forklift, or other approved means. Do not drop pipe of any size from the bed of the truck to the ground. Do not distribute more than 1 week's supply of material in advance of laying. Conform to manufacturers recommendations on unloading and handling pipe. 3.03 PIPE PREPARATION AND HANDLING A. Inspect all pipe and fittings prior to lowering into trench to ensure no cracked, broken, or otherwise defective materials are being used. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after laying. B. Use proper implements, tools, and facilities for the safe and proper protection of the work. Lower pipe into the trench in such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the jobsite. Do not drop or dump pipe into trenches under any circumstances. 3.04 LINE AND GRADE A. Do not deviate from line or grade more than 1/2 inch for line and 1/4 -inch for grade, provided that such variation does not result in a level or reverse sloping invert. B. Measure for grade at the pipe invert, not at the top of the pipe, because of permissible variation in pipe wall thickness. C. Establish line and grade for pipe by the use of lasers or by transferring the cut from the offset stakes to batter boards set in the trench at maximum intervals of 25 feet. Maintain a minimum of three sets of batter boards with string line ahead of the pipe laying at all times. If batter boards in the trench prove impractical because of trench conditions, submit other methods of grade and alignment control to the Engineer for approval. D. Where the Drawings show a tie for existing facilities, verify elevations of tie points sufficiently in advance of laying operations to allow adjustments as required. Any adjustments shall be approved by the Engineer in advance. E. Where the Drawings show existing utilities, (water, sewer, gas, etc.) verify the location and grade sufficiently in advance of laying operations to allow adjustments as required. Any adjustments shall be approved by the Engineer in advance. FY 112118 Crossover Road Water & Sewer — Phase II Section 15005 - 2 3.05 LAYING AND JOINTING GRAVITY SEWER PIPE A. Ductile iron pipe varies slightly with different manufacturers. Install the particular pipe fiunished in accordance with the particular manufacturer's recommendations, as approved by the Engineer. B. Lay and joint ductile iron pipe with rubber gasket type joints, in accordance with the manufacturer's recommendations, as approved by the Engineer. Provide all special tools and devices such as special jacks, chokers, and similar items required for the installation. C. Use wall pipe with water stop ring for connecting to manhole walls. 3.06 BACKFILL AT THE PIPE ZONE A. The pipe zone shall be considered to include the full width of the excavated trench from the bottom of the pipe to a point 12 -inches above the top outside surface of the barrel of the pipe, as shown in the details on the Drawings. B. Particular attention must be given to the area of the pipe zone from the flow line to the centerline of the pipe to ensure that firm support is obtained to prevent any lateral movement of the pipe during the final backfilling of the pipe zone. C. Backfill the area of the pipe zone from the bottom to the horizontal centerline of the pipe by hand -placing the material around the pipe in 6 -inch layers. Continuous support shall be effected beneath pipe haunches by "walking in" and slicing with a shovel. Backfill the area of the pipe zone from the horizontal centerline to the top of the pipe zone as indicated in detail on the Drawings. 3.07 AIR TESTS FOR GRAVITY SEWERS A. Representatives of the Fayetteville Water and Sewer Department shall be present when sewer lines and manholes are tested. B. All gravity sewers and appurtenances shall successfully pass an air test prior to acceptance and shall be free of visible leakage. Manholes shall be tested as specified in Section 02740, MANHOLE CONSTRUCTION. C. Furnish all necessary testing equipment and perform the tests in a manner satisfactory to the Engineer. Any arrangement of testing equipment which will provide observable and accurate measurements of air leakage under the specified conditions will be permitted. Gauges for air testing shall be calibrated with a standardized test gauge provided by the Engineer at the start of each testing day. The calibration shall be witnessed by the Engineer. D. Line is to be complete with all structures and fittings in place and backfilled. Testing of sections of the constructed gravity sewer for acceptance will not be performed until the Engineer approves readiness for testing. This test should be performed reach -by -reach as construction proceeds and must be completed within 30 days after installation of each reach. E. Repair or replace, in a manner approved by the Engineer, any section of pipe not meeting the air test requirements, at no cost to the Owner. FY 112118 Crossover Road Water & Sewer — Phase II Section 15005 - 3 F. Infiltration of groundwater in an amount greater than herein specified, following a successful air test as specified, shall be considered as evidence that the original test was in error or that subsequent failure of the pipeline has occurred. The Contractor shall correct such failures in a manner approved by the Engineer and at no cost to the Owner should they occur within the warranty period. G. The Contractor, in contracting to do this work, agrees that the leakage allowances as indicated herein are fair and practical. 3.08 AIR TESTING PROCEDURE A. After all plugs are in place and securely blocked, introduce air slowly into the pipe section to be tested until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe. Allow a minimum of 2 minutes for the air temperature to stabilize. Determine the height of the groundwater table, at the time of the test. B. The pipe and joints shall also be considered as satisfactory when the time required in seconds for the pressure to decrease from 3.5 to 3.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe is not less than the applicable value from the following table: SPECIFICATION TIME REQUIRED FOR A 0.5 PSIG PRESSURE DROP FOR SIZE AND LENGTH OF PIPE INDICATED FOR Q=0.0015 1 Pipe Diameter (in.) 2 Minimum Time (min:sec) 3 Length for Minimum Time (ft) 4 Time for Longer Length (sec) Specification Time for Length (L) Shown (min:sec) 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 1:53 597 .190 L 1.53 1:53 1:53 1:53 1:53 1:53 1:53 1:53 6 2:50 398 .427 L 2:50 2:50 2:50 2:50 2:50 2:50 2:51 3:12 8 3:47 298 .760 L 3:47 3:47 3:47 3:47 3:48 4:26 5:04 5:42 10 4:43 239 1.187 L 4:43 4:43 4:43 4:57 5:56 6:55 7:54 8:54 12 5:40 199 1.709 L 5:40 5:40 5:42 7:08 8:33 9:58 11:24 12:50 15 7:05 159 2.671 L 7:05 7:05 8:54 11:08 13:21 15:35 17:48 20:02 18 8:30 133 3.846 L 8:30 9:37 12:49 16:0I 19:14 22:26 25:38 28:51 21 9:55 114 5.235 L 9:55 13:05 17:27 21:49 26:11 30:32 34:54 39:16 24 11:20 99 6.837 L 11:24 17:57 22:48 28:30 34:11 39:53 45:35 51:17 27 12:45 88 8.653 L 14:25 21:38 28:51 36:04 43:16 50:30 57:42 46:54 30 14:10 80 10.683 L 17:48 26:43 35:37 44:31 53:25 62:19 71:13 80:07 33 15:35 72 12.926 L 21:33 32:19 43:56 53:52 64:38 75:24 86:10 96:57 36 17:00 66 15.384 L 25:39 38:28 51:17 64:06 76:55 89:44 102:34 115:23 C. Use extreme caution in air testing large diameter pipe. Do not enter manholes while inflating or deflating plugs or while the pipe line is subject to any pressure. Install, block, inflate and deflate pipe plugs in strict conformance with manufacturer's safety recommendations. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 15005 - 4 A. The Contractor shall test all laid and backfilled PVC gravity sewer pipe for deflection with a mandrel. The maximum deflection allowable shall not exceed 5 percent of the pipe's internal diameter. Deflection shall be checked on all installed pipe by the Contractor in the presence of the Engineer and a representative of the Fayetteville Sewer Department. Deflection tests shall be completed a minimum of 30 days after initial backfill of the pipe and thereafter may be checked at random by the Engineer during the construction and warranty period. All pipe deflected in excess of 5 percent shall be replaced by the Contractor for no additional compensation. 3.10 CONNECTION OF SEWERS TO EXISTING MANHOLES A. At locations designated on the Drawings connect new sewer lines to existing manholes. Utilize a core drill to cut the opening through the existing manhole wall. Connections shall utilize appropriate waterstops and shall be grouted in place to form a watertight connection. Temporary plugs, piping, and/or pumping may be necessary to prevent discharge of raw sewage, in which case such temporary facilities shall be considered part of the connection work. 3.11 WATER AND SEWER LINE CROSSINGS A. Where water and sewer lines necessarily cross, the water line should be at least 18 - inches superior, crown to invert to the sewer line, with the sewer line initial backfill (from bedding to 12 -inches above pipe), compacted with clay, as indicated on the Drawings. Where vertical separation is less than 18 -inches, steel encasement shall be installed on the sewer line as indicated on the Details. The cost of the clay liner shall be included in the cost for the sewer or water pipe. The cost for the steel sewer encasement shall be paid for on a unit price basis as listed in the Proposal. B. Where it is unavoidable for the sewer line to cross above the waterline, the water line must be a minimum of 18 -inches below the sewer and watertight encasement must be utilized on the water and/or sewer line. The casing shall conform to the Details on the Drawings. A. Install cleanouts on 4 -inch and 6 -inch sewer service lines at changes in service line alignment or grade, at 100 foot intervals, and at locations where a new service line crosses a street to connect to an existing service line at the street right of way. Cleanout to consist of a 4"x4" or 6" x 6"PVC Wye, 4" or 6" PVC riser and threaded cleanout cap with recessed nut. Materials shall be Sch 40 minimum. Tops of cleanout shall be flush with the adjoining ground. Cleanout materials in paved areas shall conform to Fayetteville's Standard Specifications for Sewer Construction. 3.13 FINAL SEWER CLEANING A. Prior to final acceptance and final manhole -to -manhole inspection of the sewer system by the Engineer, flush and clean all parts of the system. Remove all accumulated construction debris, rocks, gravel, sand, silt, and other foreign material from the sewer system at or near the closest downstream manhole. If necessary, use mechanical rodding or bucketing equipment. FYI 12118 Crossover Road Water & Sewer — Phase II Section 15005 - 5 B. Upon the Engineer's final manhole -to -manhole inspection of the sewer system, if any foreign matter is still present in the system, reflush and clean the sections and portions of the lines as required. 3.14 TELEVISION INSPECTION A. Complete TV inspection of constructed sewer mains per Fayetteville's Standard Sewer Specifications, Section 5100, Pipeline Television Inspection, in Appendix A. 3.15 PAYMENT FOR PIPE AND MANHOLE CONNECTIONS A. Payment for the work in this Section is included in the Unit Prices of the Proposal. B. Payment for the gravity sewer pipe shall be made by the linear foot. No deductions will be made for the manholes. C. Payment will be made in accordance with Section 15001-14. END OF SECTION FYI 121 18 Crossover Road Water & Sewer — Phase II Section 15005 - 6 SECTION 15007 CLEANING AND TELEVISION INSPECTION OF EXISTING SANITARY SEWERS 1.01 SCOPE A. This Section includes specifications for cleaning and closed circuit television inspection and all associated work for the pipe sizes and lengths of sewers encountered. B. All sewers that are to be abandoned and/or replaced are to be cleaned and inspected. The location of active sewer service connections shall be determined in all existing pipe segments within the project limits, where new sewer service lines are to be installed. C. Newly constructed sewers are to be TV inspected as part of the sewer main testing work, per the Fayetteville Standard Specifications. D. Contractor's operations are limited to daylight hours on Monday through Friday, except holidays, unless previously approved by the Engineer. E. Contractor shall provide traffic control personnel during operations to maintain safety of all personnel and public traffic maintenance. 1.02 SEWER SERVICE LOCATION MAP A. In addition to providing a TV tape of the sewer service locations, the Contractor shall provide a redlined map of all of the sewer mains in the project area showing limits of the TV work completed and the locations of sewer services detected. The Engineer shall provide an extra copy of the sewer main location plans to the Contractor for this red line purpose. B. The Contractor shall cooperate with the Owner and individual property owners to identify active sewer services, where there is some question about which sewer wyes are active. 1.03 RELATED DOCUMENTS A. Sewer cleaning and TV inspection shall conform to the Fayetteville Standard Specifications for Sewers, Section 5100, Pipeline Television Inspection. FYI 12118 Crossover Road Water & Sewer — Phase I[ Section 15007 - 1 PART 2 MATERIALS 2.01 GENERAL A. Conform to the Fayetteville Standard Specifications. PART 3 EXECUTION 3.01 MEASUREMENT AND PAYMENT A. Only items listed below will be measured for payment. All other costs shall be included in the unit prices for the items affected thereby. B. Payment for cleaning/internal television inspection as necessary to locate existing active services on sewers to be abandoned and/or replaced shall be made at the unit price bid per foot upon completion of the work and delivery of the tape, logs and redlined layout map to the Owner. No payment will be made for cleaning/internal television inspection for existing sewer mains that are not being abandoned and/or replaced. C. No payment will be made for cleaning/internal television inspection for newly constructed sewer mains. This work is part of the sewer main testing work and will be included as part of the sewer main pipe pay item. END OF SECTION FYI12118 Crossover Road Water & Sewer — Phase 11 Section 15007 - 2 SECTION 15012 MISCELLANEOUS TUBING PARTI GENERAL 1.01 SCOPE A. This Section covers the work necessary for furnishing and installing the miscellaneous hoses, tubing, and accessories, complete. 1.02 GENERAL A. Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization of maintenance and spare parts. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. C. Conform to Fayetteville's Standard Specifications. 1.03 RELATED WORK SPECIFIED AND PERFORMED ELSEWHERE A. Section 15013, Corporation Stops PART II PRODUCTS 2.01 GENERAL A. All items shall be complete with all necessary end connections, fittings, and couplings which are required for the proper completion of the work included under this Section. 2.02 HOUSE SERVICE TUBING A. Service tubing shall be 1" Drisco Pipe 5100, SDR-9, 200 psi, ASTM D273 7, AWWA G-901. 2.03 LARGE METER SERVICE TUBING A. The 1 1/2 -inch and 2 -inch service tubing shall be Drisco Pipe 5100, SDR-9, 200 psi, ASTM D2737, AWWA C-901. 2.04 TRACE WIRE A. Trace wire shall be 12 gauge insulated copper wire. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 15012 - 3.01 GENERAL A. All tubing shall be cut, made up, and installed in strict accordance with the manufacturer's written recommendations, as approved and as further specified herein under. 3.02 INSTALLATION A. Install 1" polyethylene service tubing in accordance with the Detail for meter settings. B. Install 1 %2" and 2" polyethylene tubing at meter settings requiring service tubing larger than one inch in size. C. Polyethylene tubing shall be installed with a minimum earth cover of 30 inches over the top of the pipeline. Consideration for thermal contraction shall be given by "snaking" the pipeline in the trench. Tracer wire shall be installed on all polyethylene tubing from the corporation stop on the main to the branch piece on the meter setting by either taping or wrapping the tracer wire around the PE tubing at least every 6'. The wire shall be spliced to the water main trace wire, and shall be accessible in the meter box. 3.03 TESTING A. Prior to startup, all miscellaneous hoses, tubing, and accessories shall be inspected for proper connection and satisfactory performance. Each item shall be tested at the same time that the adjacent pipeline is tested. Joints shall show no visible leakage under test. Repairjoints oints that show signs of leakage prior to final acceptance. If there are any special parts of control systems or operators that might be damaged by the pipeline test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. 3.04 PAYMENT A. Payment for the work in this Section will be included as part of the applicable unit price bid amounts stated in the Proposal for installing service tubing. No separate or additional payment will be made for providing a licensed plumber for installing the interconnecting service tubing between the meter outlet and the existing house service line. Include the costs of plumbing work in the unit price bid for new meter settings or existing meter reconnections. END OF SECTION FYI 12118 Crossover Road Water & Sewer — Phase II Section 15012 - 2 SECTION 15013 MISCELLANEOUS PIPING SPECIALTIES PART 1 1.01 A. B. 1.02 1.03 GENERAL SCOPE This Section covers the work necessary for furnishing and installing the miscellaneous piping specialties, complete. Materials and installation shall conform to the Standards issued by the Fayetteville Water Department. GENERAL A. Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization for operation, maintenance, spare parts, and manufacturer's service. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, Division 1, GENERAL REQUIREMENTS. In addition, the following specific information shall be provided: Shop Drawings: Provide drawings and manufacturer's literature, clearly identified, showing layouts, item specifications, and mounting details. PART 2 PRODUCTS 2.01 GENERAL A. All items shall be complete with all necessary end connections, fittings, and couplings required for the proper completion of the work included under this Section. 2.02 FIRE HYDRANTS A. Three-way fire hydrants shall be 5 1/4 inch Mueller Centurion A-423, or approved equal, traffic model, with 1 1/4 inch pentagonal operating nut, 2-2 1/2 inch hose nozzles, 1-4 1/2 inch pumper nozzle, and 6 -inch mechanical joint inlet. FY 112118 Crossover Road Water & Sewer — Phase II Section 15013 - I 2.03 CORPORATION STOPS A. Corporation stops shall conform to AWWA C800-84 without a positive stop. The inlet shall be AWWA CC tapered threads and the outlet with a compression coupling. The compression outlet shall utilize a Buna-N beveled gasket to provide a water -tight connection and with a split clamp locking device. The split clamp shall be grooved and provided with a stainless steel screw to draw down the clamp for the prevention of mechanical pullout. The corporations shall be AWWA red brass with precision machined castings and compatible with conventional tapping machines. Corporation stops shall be Mueller B-25008. B. Two-inch service stops shall be ball valves. Install a valve box at 2 -inch ball valve service stops. 2.04 TAPPING SADDLES A. All service saddles shall be by Smith Blair 315 service saddles, and shall be specifically designed for either 2 -inch SDR 13.5 PVC pipe, 4 -inch through 12 -inch C-900, DR -14 pipe or 14 -inch through 24 -inch C-905, Class 315 PVC pipe. 2.05 TAPPING SLEEVES AND VALVES A. Tapping sleeves shall be sized as indicated on the Drawings and shall be Mueller H615, or approved equal. Tapping valves shall be Type 115 or 116 in Section 10580, with the exception that one side shall be provided with a flange for connection to the tapping sleeve. 2.06 BLOWOFF ASSEMBLIES A. Blowoff assemblies to consist of a 2 -inch post flushing hydrant with 2 '/z -inch iron NSFT discharge with cap and chain, an upper barrel with traffic breakaway union, a lower barrel with brass shoe, automatic weep hole and 2 -inch brass valve, #77 blowoff hydrant as manufactured by the Kupferle Foundry Company. PART 3 EXECUTION 3.01 GENERAL A. All miscellaneous piping specialties shall be installed in accordance with and in conformance to the applicable requirements of Section 15001, PLANT PIPING - GENERAL, and with the Fayetteville Water Standards. 3.02 FIRE HYDRANTS A. Install fire hydrants with the pumper nozzle facing the street. Adjust height to finish grade using standard hydrant risers. Paint exposed hydrant barrel with white exterior metal paint containing reflectorized beads. Conform with installation details on the Drawings relative to drain gravel, thrust blocking and other details. FYI 12118 Crossover Road Water & Sewer — Phase 11 Section 15013 -2 B. Upon completion of the pipeline work, the Contractor shall flow test each new or relocated fire hydrant, and shall submit a report to the Engineer of the flow test results. Testing shall be coordinated with the Owner. No valves shall be opened or hydrants operated without specific approval of the Owner. Upon completion of the flow test, paint the fire hydrant top and nozzle caps with color -coded paint conforming to AWWA Standards, as follows: Fire Hydrant Flow Rate Color Code Over 1500 gpm Light Blue 1000 to 1500 gpm Light Green 500 to 1000 gpm Orange Less than 500 gpm Red C. Submit paint data sheets and color charts to the Engineer for approval, prior to providing paint for fire hydrant color -coding purposes. Additional paint requirements are listed in Appendix B, Special Provisions. D. Utilize extreme care while operating fire hydrants for flow tests. The Contractor is responsible for any damage to the new water main facilities, old water main facilities, or adjoining property that result from flow testing work. 3.03 TAPPING SADDLES AND CORPORATION STOPS A. Provide and install saddles and stops with matching threads, and outlet fittings for the applicable service line. Install as recommended by the manufacturers to ensure that excessive tightening does not damage the main. Complete main leakage and pressure testing with all taps, service lines and meter settings in place. 3.04 TAPPING SLEEVE AND VALVES A. Install tapping sleeves and valves in accordance with manufacturer's recommendations. Where a PVC main is tapped, retain the integrity of existing trace wire. Attach new trace wire to existing and solder the connection. B. Representatives of the Fayetteville Water Department shall be present when existing mains are tapped. 3.05 BLOWOFF ASSEMBLIES A. Install blowoffs as indicated by the details on the Drawings and in accordance with the manufacturer's recommendations. 3.06 TESTING A. Prior to plant startup, all MISCELLANEOUS PIPING SPECIALTIES shall be inspected for proper connection and satisfactory performance. Each item shall be tested at the same time that the adjacent pipeline is tested. Joints shall show no visible leakage under test. Repair joints that show signs of leakage prior to final acceptance. The Contractor will be held responsible for any damage caused by the testing. FY 1 12118 Crossover Road Water & Sewer — Phase II Section 15013 - 3 B. The Contractor shall be responsible for any line breaks or leaks that result from flow testing the fire hydrants. 3.07 PAYMENT A. Payment for the work in this Section will be included as part of the applicable unit price bid amounts stated in the Proposal. B. Payment for fire hydrants shall include gravel drain pit and thrust blocking. Separate payment will be made for the gate valve with box, the 6" stub pipe, and the main tee. Separate payment will also be made for any required pavement surface restoration or base backfill. C. Existing fire hydrants are to be salvaged in workable condition and delivered to the Owner's shop on Industrial Drive. Hydrants must be in workable order and undamaged to receive payment for salvaging the hydrants. END OF SECTION FY 112118 Crossover Road Water & Sewer — Phase II Section 15013 -4 SECTION 15014 MISCELLANEOUS METERING AND MEASURING DEVICES PART 1 1.01 A. B. 1.02 GENERAL SCOPE This Section covers the work necessary to furnish and install the miscellaneous metering and measuring devices, complete. Included are meter setting assemblies. Materials and installation shall conform to the City of Fayetteville standards. A. Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization for appearance, operation, maintenance, spare parts, and manufacturer's service. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. PART 2 PRODUCTS 2.01 WATER METERS A. Water meters shall be provided and installed by the City of Fayetteville. 2.02 METER BOXES A. Meter boxes shall be 18" diameter by 24" deep, PVC with a 0.275 inch wall thickness, as manufactured by Mueller or McCullough. Single meter setting boxes shall have single inlet and outlet notches. B. Meter boxes for 1" meter settings shall be 24" diameter by 24" deep, PVC, SDR-5 1. 2.03 METER BOX LID A. Meter box lid for grass areas shall be 18" flat cast iron, East Jordan Iron Works 35109014. B. Meter box cover and lid for paved areas shall be Ford A32 traffic area cover with locking iron lid. FYI L2Il8 Crossover Road Water & Sewer— Phase 11 Section 15014 - 1 C. Meter box lid for 1" meter settings shall be 24" diameter cast iron flat meter box lid, East Jordan Iron Works No. 111. 2.04 METER YOKE A. Meter yoke shall be 5/8" x 3/4" x 12", Ford 70 Series Coppersetter VB72-12W-44- 43-SQ. B. Meter loop for 1" meter settings shall be 1" copper setter, Mueller B -2404x12". 2.05 METER SETTER CONNECTIONS A. For 1" meter settings, provide 1" polyethylene water service tubing and stubout. Utilize 1" compression x compress in fittings, Mueller H-14227 (2 each) for connections. 2.06 EXISTING METER SETTINGS A. Maintain existing meter settings in good condition during the construction period. Meter settings being replaced with new settings shall be removed after the Owner removes the existing meter and installs a meter in the new setting. PART 3 EXECUTION 3.01 GENERAL A. All equipment in this Section shall be installed carefully to avoid damage to the instruments and in accordance with the manufacturers' instructions, as approved. B. The Contractor shall furnish such additional incidental materials and labor as required for proper mounting. Install measuring and metering devices plumb or level, as applicable, and attach securely to mounting brackets with suitable fasteners. Units installed in -line shall be made up with the gaskets or thread lubricant specified for the adjacent piping. 3.02 METER SETTINGS A. Install meter settings in accordance with the details on the Drawings and with the recommendations of the manufacturer. B. Location of meter boxes shall be field determined to correspond to the requirements of the Owner, the desires of the property owner and the general location of existing houses. The Field Engineer shall coordinate meter locations. FYI 12118 Crossover Road Water & Sewer — Phase II Section 15014 - 2 C. For meter settings in paved areas, include compacted base around the meter box and concrete support collar around the top of the meter box, as detailed. D. The Contractor shall install all components of the meter settings except for the actual meter. The Owner will install meters in the meter settings. 3.03 PAYMENT A. Payment for the work in this Section will be included as part of the applicable unit price bid amounts stated in the Proposal. Payment shall be for complete installations, including the meter box, lid, and meter yoke as well as a separate meter box with lid and pressure reducer, where high pressure meter settings are required, as required by the meter setting details. Payment shall also include the cost for a plumber to make the connection between the pressure reducer outlet and the house service line. END OF SECTION FYI 121 18 Crossover Road Water & Sewer — Phase [I Section 15014 - 3 SECTION 15080 MANUALLY OPERATED VALVES PART I GENERAL REQUIREMENTS 1.01 SCOPE A. This Section covers the work necessary for furnishing and installing the various manually operated valves in the piping systems, complete. B. Materials and installation shall conform to the Standards issued by the Fayetteville Water Department. 1.02 GENERAL A. Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization for operation, maintenance, spare parts, and manufacturer's services. B See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. PART 2 PRODUCTS 2.01 GENERAL A. All valves shall be complete with all necessary operators, extension stems, floor stands, worm and gear operators, operating nuts, etc. which are required for the proper completion of the work included under this section. B. Renewable parts including discs, packing, and seats shall be of types recommended by valve manufacturer for intended service. C. All units shall have the name of the manufacturer and the size of the valve cast on the body or bonnet or shown on a permanently attached plate in raised letters. D. For the purpose of designating the type and grade of valve desired, a manufacturer's name is given in the following specifications. Valves of equal quality by other manufacturers will be considered in accordance with the General Conditions. 2.02 DESIGN FEATURES - BRASS AND BRONZE COMPONENTS A. Brass and bronze components of valves and appurtenances which have surfaces in contact with the water shall be alloys containing less than 16 percent zinc and 2 percent aluminum. FYI 12 118 Crossover Road Water & Sewer- Phase II Section 15080 - I B. Approved alloys are of the following ASTM designations: 1. B 61, B 62, B 98 (Alloy A, B, or D), B 139 (Alloy A), B 143 (Alloy 1-B), B 164, B 194, B 292 (Alloy A), and B 127. 2. Stainless steel Alloy 18-8 may be substituted for bronze at the option of the manufacturer and with the approval of the Engineer. C. All gland bolts on iron body valves shall be bronze and shall be fitted with brass nuts. 2.03 VALVE OPERATORS A. All valve operators shall open by turning counterclockwise. Operators shall be galvanized and painted the same color as the valve and associated pipeline. 2.04 VALVE BOXES A. Valve boxes shall conform to Fayetteville's Standard Specifications, Page 14, Paragraph 12. 2.05 EXTENSION STEMS FOR VALVE OPERATORS A. Where the depth of the valve is such that its centerline is more than 4 feet below grade, operating extension stems shall be provided to bring the operating nut to a point 6 inches below the surface of the ground and/or box cover. Extension stems shall be constructed of steel and shall be complete with 2 -inch square operating nut. Extension stems shall include a set screw connection to the valve operating nut, and a centering disc near the top of the stem, as needed to keep the stem nut centered in the valve box. 2.06 GATE VALVES A. Type 116: Gate valves 2 -inches and larger for buried water service shall be iron body, resilient seat, epoxy lined with mechanical joint ends, nonrising stem, O-ring seal and 2 inch square wrench nut conforming to AWWA C-509. Valves shall be rated for 200 psi and shall be Mueller A-2360-20, American Flow Control Series 2500, or equal. 2.07 BUTTERFLY VALVES A. Butterfly valves furnished and installed shall be Class 250B in conformance with the requirements of AWWA C504, latest revision, for "Rubber Seated Butterfly Valves". All butterfly valves shall be furnished by Henry Pratt Company, ground hog type, DeZurik BAW, Mueller B5227, or approved equal. FY 112118 Crossover Road Water & Sewer — Phase 11 Section 15080 -2 PART 3 EXECUTION 3.01 GENERAL A. Bolt holes of flanged valves shall straddle the vertical centerline of the pipe run. Prior to installing flanged valves, the flange faces shall be thoroughly cleaned. After cleaning, insert gasket and bolts, and tighten the nuts progressively and uniformly. If flanges leak under pressure, loosen or remove the nuts and bolts, reseat or replace the gasket, retighten and/or reinstall the nuts and bolts, and retest the joints. Joints shall be watertight at test pressures before acceptance. B. Thoroughly clean threads of screwed joints by wire brushing, swabbing, or other approved methods. Apply approved joint compound to threads prior to making joints. Joints shall be watertight at test pressures before acceptance. 3.02 PLACING A. Generally, unless otherwise indicated on the Drawings, all valves installed in horizontal runs of pipe having centerline elevations 4 feet 6 inches or less above the finish floor shall be installed with their operating stems vertical. Valves installed in horizontal runs of pipe having centerline elevations between 4 feet 6 inches and 6 feet 9 inches above the finish floor shall be installed with their operating stems horizontal. If adjacent piping prohibits this, the stems and operating handwheel shall be installed above the valve horizontal centerline as close to horizontal as possible. Valves installed in vertical runs of pipe shall have their operating stems orientated to facilitate the most practicable operation, as approved by the Engineer. All buried valves shall be installed with valve boxes in accordance with the details shown on the Drawings. B. Install 18 -inch by 18 -inch by 6 -inches thick concrete pad around the top of all valve boxes. 3.03 ACCESS A. Location of valves shall be as required to provide accessibility for control and maintenance. 3.04 ANCHOR BOLTS A. Anchor bolts for floor stands, stem guides, etc. shall be cast -in -place during concrete placement. Threads shall be protected and shall be cleaned before the nuts are attached and tightened. 3.05 TESTING A. Valves shall be tested at the same time that the adjacent pipeline is tested. Joints shall show no visible leakage under test. Repair joints that show signs of leakage prior to final acceptance. If there are any special parts of control systems or operators that might be damaged by the pipeline test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. FYI 12118 Crossover Road Water & Sewer — Phase II Section 15080 - 3 B. If requested by the Engineer, the valve manufacturer shall furnish an affidavit stating the materials options furnished and/or that he has complied with these and other referenced specifications. 3.06 PAYMENT A. Payment for the work in this Section will be included as part of the unit price bid amounts stated in the Proposal. B. Payment for buried valves shall include payment for the valve boxes, lids, extension stem where required, and concrete collar. END OF SECTION FYI1211 8 Crossover Road Water & Sewer — Phase II Section 15080 - 4 SECTION 15082 SELF-CONTAINED AUTOMATIC PROCESS VALVES PART 1 1.01 A. B. 1.02 1.03 GENERAL SCOPE This Section covers the work necessary for furnishing and installing the various self- contained automatic process valves, complete. Work includes the individual homeowner pressure reducers installed with meter settings. GENERAL A. Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization for operation, maintenance, spare parts, and manufacturer's services. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTIONS, in Division 1, GENERAL REQUIREMENTS. PART 2 PRODUCTS 2.01 GENERAL A. The use of a manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and general configuration desired only. Products of other manufacturers will be considered in accordance with the GENERAL CONDITIONS. B. All valves shall be complete, with all necessary -operating appurtenances include din the work under this section. C. All units shall have name of their manufacturer and the size of the valve cast on the body or bonnet or shown on a permanently attached plate in raised letters. 2.02 METER SETTING PRESSURE REDUCERS A. For 5/8" x 3/4" meter settings, provide and install a Watts 3/4" N250B pressure reducer, or approved equal, in a PVC meter box. FYI12118 Crossover Road Water & Sewer — Phase II Section 15082 - I B. For 1" meter settings, provide and install a Watts 1" U5B pressure reducer, or approved equal, in a PVC meter box. C. Meter boxes and lids used for pressure reducers will be identical to the boxes and lids specified for the meters. 2.03 FORCE MAIN COMBINATION AIR VALVES A. Combination air valves for sewage force mains shall conform to the Fayetteville Standard Specifications for sewers, Section 3000, Pipe, Fittings, and Materials, in Appendix A. 2.04 VAULTS AND FITTINGS FOR COMBINATION AIR VALVES A. Conform to the Details on the Drawings for the air valve vaults. PART 3 EXECUTION 3.01 GENERAL A. Before installation carefully clean valves of all foreign material, and inspect valves in open and closed positions. Install valves in accordance with the applicable portions of these Specifications. Installation practices shall conform to manufacturers' recommendations. B. Prior to installing flanged valves, the flanged faces shall be thoroughly cleaned. All flange bolts shall be lubricated with a light coating of the piping manufacturer's recommended thread lubricant. After cleaning the flanged faces, install the flange gasket and bolts. Tighten the nuts progressively and uniformly using a torque - limiting wrench to the torque values specified by the piping manufacturer. If flanges leak under pressure, loose the nuts, reseat or replace the gasket, retighten the nuts, and retest the joints. Joints must be watertight or airtight at test pressures before acceptance. After 24 hours has elapsed, retighten the bolts to their specified values with torque limiting wrenches. 3.02 METER SETTING PRESSURE REDUCERS A. Install individual homeowner pressure reducers in separate meter boxes, downstream of the meter setting box, as indicated on the Drawings. Where dual meter settings are used, install two pressure reducers in the pressure reducer box. 3.03 VALVE VAULTS A. Install vaults for combination air valves as required by the Drawings. Include drain gravel, thrust blocks, mounting blocks, valve vault, ring and lid cover or other cover as required, pipe fittings, and couplings in the installation. Set vaults and fittings plumb and level. FY 112118 Crossover Road Water & Sewer — Phase El Section 15082 - 2 3.04 TESTING A. Valves shall be tested at the same time that the adjacent pipeline is tested. Joints shall show no visible leakage under test. Repair joints that show signs of leakage prior to final acceptance. If there are any special parts of control systems or operators that might be damaged by the pipeline test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. 3.05 PAYMENT A. Payment for the work in this Section will be included as part of the applicable lump sum and unit price bid amounts stated in the Proposal. B. Payment for individual pressure reducers installed on meter setting outlets shall be included in the unit price bid amounts stated in the Proposal. C. Combination air valves installed in vaults shall be included in the payment for these complete stations, as bid in the Proposal. Payment shall include any required auxiliary valves, piping, valve vault and vault lid, and other miscellaneous appurtenances necessary for a complete installation. END OF SECTION FY112118 Crossover Road Water & Sewer — Phase 11 Section 15082 - 3 APPENDIX A Standard Water Line & Sewer Construction Specifications City of Fayetteville STANDARD WATER LINE SPECIFICATIONS FAYETTEVILLE, ARKANSAS December 3, 2001 Table of Contents Part A, General Requirements: 1. Requirements to Extend Water Service........................................................................1 2. Minimum Size of Water Lines......................................................................................1 3. City Participation in Water line Costs..........................................................................2 4. Easements.....................................................................................................................2 5. Permits..........................................................................................................................3 6. Approval of Water Extension Plans..............................................................................3 7. Inspections and Testing Procedures..............................................................................3 8. Final Acceptance by the City........................................................................................5 9. Location of Water Lines...............................................................................................5 10. Fire Hydrant Spacing and Placement...........................................................................5 11. Air Release Valves.......................................................................................................6 12. Encasements.................................................................................................................6 13. Planned Water Outages................................................................................................6 14. Water System Study.....................................................................................................6 15. Applicability................................................................................................................7 Part B, Materials 1. Pipe and Fittings...........................................................................................................8 2. Polyethylene Encasement (Pipe Wrap).......................................................................10 3. Detectable Tape..........................................................................................................10 4. Backfill Materials.......................................................................................................10 5. Pipe Bedding Materials...............................................................................................11 6. Tracer Wire.................................................................................................................11 7. Concrete......................................................................................................................11 8. Steel Encasement Pipe................................................................................................11 9. Bolts............................................................................................................................12 10. Gate Valves................................................................................................................12 11. Butterfly Valves.........................................................................................................13 12. Valve Boxes...............................................................................................................14 13. Fire Hydrants.............................................................................................................14 14. Blow-offs...................................................................................................................15 15. Air Release Valves.....................................................................................................15 16. Tapping Sleeves.........................................................................................................15 17. Service Connection Materials....................................................................................15 Part C, Construction Methods 1. Pipe Laying.................................................................................................................18 2. Pipe Trench, Excavation.............................................................................................23 3. Pipe Trench, Backfill..................................................................................................23 4. Meter Box Settings Installation.................................................................................24 5. Valve and Valve Box Installation...............................................................................25 6. Fire Hydrant Installation...................................................................... ...................26 7. Blow -Off Construction...............................................................................................27 8. Clean-Up.....................................................................................................................27 9. Pavement Repairs........................................................................................................30 10. Barricades, Guards, and Safety Provisions................................................................31 11. Maintenance of Traffic and Closing of Streets..........................................................31 STANDARD SPECIFICATIONS FOR WATER LINES Part A, General Requirements 1. Requirements to Extend Water Service: All new development of any kind shall be required to extend water services to that development at the owner's expense. Water service shall include providing adequate domestic water flows as well as fire protection with hydrants spaced in accordance with the local and state fire codes. On subdivision or large scale development water systems, water lines shall be extended through all the development to the property line so that future development(s) can tie on without disrupting the service to or property of any existing customers or owners. Dead end lines shall be avoided whenever possible. At the discretion of the City Engineer, water line extensions may be required off the development to loop with the existing water distribution system. Construction of such extensions shall be at the expense of the developer. At other locations easements may be required to facilitate future extension of lines to adjacent properties. The requirements to extend water service and provide lines adequate for both domestic and fire demands shall apply to all subdivisions regardless of whether they are inside the City Limits or not. Where subdivisions are outside the City Limits, the placement of fire hydrants shall be optional and in no case shall hydrants be installed outside the City unless a) a fire flow of at least 500 gallons per minute can be obtained at the hydrant, and b) the residents being served by the hydrant have a contract for fire protection with the City of Fayetteville and/or with a Washington County Rural Fire Department having a mutual aid agreement with the Fayetteville Fire Department. 2. Minimum Size of Water Lines: The minimum sized line that may be installed in connection with a subdivision is Six (6) inch. This is required even ifthe line is being extended from an existing line that is smaller than Six (6) inches. Two (2) inch lines may be approved for cul-de-sacs provided the line could not be reasonably extended in the future to provide service to adjacent property and where a larger line is not needed to provide either fire protection or adequate domestic flows. Eight (8) inch lines shall be required where needed to maintain or to create an Eight (8) inch water line grid at a spacing of about 1/4 of a mile in both the north -south and east -west direction. A spacing of less than 1/4 mile may by required to accommodate domestic or fire demands. Lines larger than eight (8) inches will be required as recommended by the latest Water System Study. The minimum line size requirement for the provision of fire protection shall be a looped 6 -inch line or, in the event of a dead end line, an 8 -inch. This minimum requirement shall apply regardless of the theoretical flow capacities existing in the system. Even where a 6 -inch loop may be attained, the Part A, General City Engineer may require the installation of an 8 -inch line in certain locations where loops are long and where large developments are involved. Lines larger than 8 -inch may be required if they are needed to provide domestic and fire flow demands for a development. 3. City Participation in Water Line Costs: In cases where the City desires to have a larger sized water line in place than is required under Part 1, Paragraph 2 of these Specifications, the City may enter into an agreement with the developer to provide for the construction of the larger sized line. In that event, the City shall be responsible for the difference in material and installation cost between the size line required for the developer and the size line desired by the City. The City shall not be responsible for any engineering cost associated with the up -sizing unless the larger size line is more than 12 -inches in diameter. The City shall not participate in the cost of an 8 -inch or smaller line, except that the City may consider participating in the cost of smaller lines when a small number of customers are involved in a non -development situation. The cost involved in up -sizing shall be determined by the developer's engineer by the taking of bids, and shall be approved by the City Engineer and by the City Council and/or Mayor. Pre-existing system hardware, (manholes, hydrants, valve boxes, etc.) are at their established grade. If a developer, home builder or home owner wants the grade to be changed, this must be done at the requester's expense. 4. Easements: For water lines that are up to 10 feet deep, easements shall be at least 20 feet in width with the water line in the center of the easement. For water lines that are greater than 10 feet deep, easements shall be 1 foot per foot of depth to the bottom of the pipe on each side of the water line. The easement may be designated specifically for water line purposes or it may be a general utility easement. Lines sized 12 -inches through 18 -inches shall not be placed in easements of less than 25 feet. Lines larger than 18 -inches shall be placed in an easement of no less than 30 feet. Wider easements may be required, depending on the specific circumstances involved. New developments that contain existing water lines must modify the existing easements as necessary to meet the above requirements for widths in relation to pipe location and size, including increasing the size of the easement if proposed fill will cause the depth of bury to exceed ten feet. Easements of a lesser width will be considered when adjacent to another easement or under other special circumstances. 5. Permits: Part A, General 2 All permits required to accomplish the work shall be the responsibility of the owner or engineer. Such permits may include but are not limited to permits for work within Highway Department R/W, railroad crossing permits, "Notice of Intent" for Erosion Control (Arkansas Department of Environmental Quality) Drainage Permit, Grading Permit, and a "No Charge" tapping permit for fire service lines. Work shall not be started without the appropriate permit(s) in place. 6. Approval of Water Extension Plans: Detailed plans and specifications shall be required for all extensions and shall be prepared by a professional engineer registered to do business in the State of Arkansas. The plans and specifications shall be first approved by the City Engineer and then shall be forwarded to the State Department of Health by the Engineer of Record for their approval. In no case shall any water line construction be allowed before the City has written approval from the State Health Department. Private lines constructed for fire prevention purposes which have no metering device or backflow prevention device at the point of tie-in to the City main shall be treated as a public line and be subject to these specifications as far as engineering, construction techniques, materials, testing, and inspections are concerned. After a final inspection and acceptance of the work, the line shall be owned and maintained by the owner of the property it serves. No construction of any kind may begin without an erosion control plan on file with the City in accordance with the City's Excavation and Grading Ordinance. The erosion control measures (straw bales, silt dams, silt ponds, etc.) must be in place in the field prior to construction. For projects that require a permit, it is the responsibility of the contractor to have on file with the Arkansas Department of Environmental Quality a "Notice of Intent". Written notice of the intent to begin construction must be given to the City no less than three (3) days nor more than ten (10) days prior to the construction start date. A pre -construction conference involving the Engineer of Record, Contractor, and the City is required prior to beginning construction. 7. Inspections and Testing Procedures: All field tests required for a project shall be witnessed by the City in the presence of the Engineer of Record or his authorized representative and the Contractor. The City representative shall be one of the Public Works Construction Inspectors. The City requires a 24 hour working day notice on all tests. Calls to the City for the purpose of setting test times shall be made by no later than 10:00 AM for test on the following work day. Tests delayed by weather or other factors will be rescheduled on the same basis. If a test cannot be reasonably scheduled so that a representative of the City can be present, the Engineer of Record will witness the test and certify to the City the results. Part A, General 3 In no case shall a test be made without the presence ofthe Engineer of Record and the Contractor. It is the responsibility of the Engineer of Record and/or the Contractor to coordinate the scheduling of tests with the City and with the other parties involved. The tests generally associated with water line construction are: a) The pressure testing of tapping sleeve installations b) The pressure testing of lines after installation c) The bacteriological (Bac-T) testing d) Fire Hydrant testing e) Trace Wire continuity testing f) Meter Tail leakage testing Generally, no Contractor or Engineer of Record involvement is required in the taking of samples for the Bac-T test except that the Contractor is responsible for the proper flushing of the line prior to samples being taken by the City. However, the City may require the presence of the Contractor or Engineer of Record when questions have been raised as to the methodology or techniques used in the sampling process. Bac-T samples are sent to the State Department of Health for testing. Results obtained by the City shall be forwarded to the Engineer of Record either by fax or by mail immediately upon receipt by the City. Lines failing the Bac-T tests shall be re -sampled as soon as practicable. If a line fails two (2) consecutive Bac-T tests, the line must be re -chlorinated before Bac-T samples can be taken again. The City shall not be responsible for rescheduling Bac-T tests. The fire hydrant test shall consist of checking the operation ofthe fire hydrant valve and flowing the fire hydrant. This shall be done after the pressure test has been completed. The fire hydrant valve shall be left in the open position during the test and after the test is completed. All equipment, materials, and labor required for testing shall be furnished by the Contractor at his expense. 8. Final Acceptance by the City: The City will be deemed to have accepted water lines and appurtenances for ownership upon completion of the following. Part A, General 4 1. Acceptable Final Inspection by the following: (a) a representative ofthe City Engineer's Office, (b) a representative of the Fayetteville Water and Sewer Maintenance Department, (c) the Engineer of Record, and (d) the Contractor. 2. Acceptable walk-through by the Meter Foreman for location, grade, and condition of water meter settings 3. Construction Cost is received by the City 4. Two sets of Record Drawings are received by the City 5. Engineer of Record Certification is received by the City 6. Letter of Acceptance is granted by the City Once the City accepts the project for ownership, the Owner shall be responsible for the provision to the City of a two (2) year maintenance bond for 100 percent of the construction cost which shall cover defects in materials and workmanship. A walk-through shall be performed at the end of the two year period and all deficiencies corrected prior to release of the bond. City maintenance shall begin after expiration of the Two (2) year Maintenance Bond. No water meter shall be set until all final acceptance requirements are met and the line is accepted in writing by the City. 9. Location of Water Lines: Water lines shall be placed on public streets either in the right of way or in an easement adjacent to the street right of way except that lines can go between lots when there is no other reasonable way to access a line or provide for future service. In no case shall lines intended for individual services be placed in the rear of lots or along back property lines. In all rural settings except those in cleaned yards, when valve boxes, bends, air release valves, blow - offs, meter boxes and other similar hardware are installed in an easement location, water system marker signs shall be installed so that the items may be more easily found. The marker signs shall be blue, with a reflective blue and white label. The signs shall be anchored in a 6" diameter or 6" square, 4" thick, concrete pad which shall be installed at or below ground level. 10. Fire Hydrant Spacing and Placement: Fire hydrants for single family dwellings and duplexes shall be installed so that (1) the distance between two consecutive fire hydrants does not exceed 800 feet, and (2) no lot is more than 400 feet from a fire hydrant. Fire hydrants for apartment complexes, commercial structures, and industrial structures shall be installed so that the distance between two consecutive fire hydrants does not exceed 600 feet; provided the Fire Chief shall have the authority to require additional fire hydrants upon a determination that such additional fire hydrants are necessary to provide adequate fire protection (as outlined in Appendix A, Criteria for Required Fire Hydrants). 11. Air Release Valves: Part A, General 5 Air release valves may be required on uphill, dead-end lines or on other specific applications at the discretion of the City Engineer or Water/Sewer Maintenance Superintendent. 12. Encasements Water lines under culverts, creeks, retaining walls, or other difficult and/or dangerous to maintain areas shall be encased in a smooth steel encasement pipe. The encasement shall be sealed on the ends with rubber end caps. The encasement shall not be filled with sand. Encasements shall be installed with three spacers per joint such that the spacers are equally spaced along the length of the pipe as is outlined in Part B Section 8 of these specifications. Where encasements are greater than 25 feet in length, self -restraining gaskets or bell restraints shall be used for all joints inside the encasement pipe and for the first joint in each direction outside the encasement pipe. 13. Planned Water Outages Under no circumstances shall water be shut off to any active service in the course of new construction without written permission from the Water/Sewer Maintenance Superintendent. If water is to be shut off for any reason, there shall be a preconstruction meeting prior to the shut off. The shut off shall be performed as described in Appendix B, "Water Shut Down and Boil Orders for Contractor Work," including all appropriate notifications. 14. Water System Study: The City's latest Water System Study shall be the primary basis for decisions made in regard to required line sizes, water line locations, location of water pump stations, water tank sizes and location, and any other matter relating to the water distribution system. The City Engineer shall have the discretion to alter these requirements. Part A, General 6 15. Applicability: These regulations and requirements contained in Part A of these Standard Specifications shall be applicable to all land or parcels of land being developed for commercial, industrial, or residential use. The material and construction specifications contained in Parts B and C shall be applicable to all water line construction under the control of the City of Fayetteville. Part A, General 7 STANDARD SPECIFICATIONS FOR WATER LINES Part B, Materials 1. PIPE AND FITTINGS: Allowable pipe materials shall be Polyvinyl Chloride (PVC) and Ductile Iron. Other pipe materials will be considered on a case by case basis. Such materials must be approved by the American Waterworks Association to be considered. Materials for mains larger than 24" shall be determined on a case by case basis. All pipe shall be designed for a working pressure of at least 200 psi except that for large pipe (30" in size or larger) the design working pressure shall be as called for by formal design. In no case shall the design working pressure be less than 150 psi. For pipe smaller than 24", the allowable pipe sizes are 2, 4, 6, 8, 12, and 18 inches. Polyvinyl Chloride Pipe - PVC pipe less than 4 inches in size shall be manufactured in accordance with ASTM D-2241 and be SDR 13.5. PVC pipe 4 inches through 12 inches in size shall be manufactured in accordance with AWWA C900, latest revision, and shall be DR 14. PVC pipe larger than 12 inches in size shall be manufactured in accordance with AWWA C905, latest revision. The plastic material used in making the pipe shall be clean, virgin, Cell Classification 12454-B PVC compound conforming to ASTM Resin Specification D-1784, latest revision. Clean, reworked material generated from the manufacturer's own production shall be acceptable as long as the pipe produced meets all the requirements of the Specifications. Nominal laying length shall be 20 feet. Joints for plastic pipe less than 4 -inches in size shall conform to ASTM Specification D-3139, latest revision. Joints for plastic pipe 4 -inches and larger shall conform to AWWA C-900, latest revision. Fittings for PVC pipe less than 4 -inches in size shall comply with ASTM Specification D-3139 latest revision, "Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals". Fittings for PVC pipe 4 -inches and larger shall conform to the specifications given for ductile iron pipe. Ductile Iron Pipe - Ductile Iron Pipe shall conform to the requirements of "Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or Other Liquids," AWWA Standard C 151/A2 1.51, latest revision, and shall be designed to withstand compacted earth loadings as applied according to the conditions set out on the Plans with an AASHTO HS -20 truck live load. The external loading shall be based on a soil density of 120 pounds per cubic foot and Type 3 standard laying conditions. Ductile iron pipe shall be designed in accordance with the requirements of "Thickness Design of Ductile Iron Pipe", ANSI/AWWA C150/A21.50, latest revision. Part B - Materials 8 Joints and joint materials for ductile iron pipe shall conform to ANSI/AWWA C1 I 1/A21.11, latest revision. All ductile iron fittings shall conform to the requirements of ANSI/AWWA C153/A21.53, latest revision, for Ductile Iron Compact Fittings. Restrained joint pipe and fittings shall be ductile iron pipe manufactured in accord with applicable sections of ANSUAW WA Cl 51 /A21.51 and ANSI/AWWA Cl 10/A2 1.10. All restrained joint pipe shall be "TR Flex," as manufactured by U. S. Pipe, "Flex -Ring" joint as manufactured by American Ductile Iron Pipe, or equal. Swivel joint fittings shall have a retainer lip and swivel rotatable gland for positive restraint without tie rods. Restraint joints shall be used where testing will be done against closed valves, etc. Flanged pipe and fittings shall be in accordance with the requirements for "Flanged Ductile Iron Pipe with Threaded Flanges," ANSI/AWWA CI 15/A21.15, latest revision. Bolts and gaskets shall meet the requirements of ANSUAWWA C111/A21.11, latest revision, for "Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings." All ductile iron pipe and ductile iron pipe fittings shall have a standard thickness cement mortar lining in conformance to ANSI/AWWA C104/A21.4. All ductile iron pipe shall have a bituminous exterior coating unless otherwise specified. Exposed pipe may be required to have a factory prime coat consisting of one coat of Kop-Coat 240 Gold Primer, Kop-Coat 622 LCF Primer, or approved equal. The bituminous coating shall be approximately 1 mil thick and shall be factory applied to the outside of all pipe and fittings. The finished coating shall be continuous, smooth, neither brittle when exposed to the cold nor sticky when exposed to the sun, and shall be strongly adherent to the pipe or fitting. Joint lubricant shall be provided by the pipe manufacturer, and applied as per the manufacturer's recommendations. Galvanized Steel Pipe and Fittings - Galvanized pipe and fittings shall be allowed for non -buried service only. Threaded fitting pipe for blow -offs shall be unlined Schedule 80 steel pipe and shall conform with the requirements of ASTM A120-82, latest revision, and shall be galvanized in accordance with ASTM Specification A90-8 1, latest revision. Fittings for galvanized steel pipe shall be of cast iron, of standard design and dimensions, and be of uniform style and pattern. Fittings for galvanized steel pipe shall be galvanized in accordance with ASTM Specification A90-81, latest revision. Galvanized pipe, services, fittings, adapters and other hardware are prohibited under any circumstances involving City -owned lines and appurtenances. If no brass fitting is available, Part B - Materials 9 stainless steel shall be used. 2. Polyethylene Encasement (Pipe Wrap): Polyethylene encasement shall be in conformance to ANSI/AWWA C105, latest revision. The polyethylene film shall have a minimum nominal thickness of .008 -inch (8 mils), and shall be provided in either flat tube or sheet form. 3. Detectable Tape: Detectable tape shall be "Detect Tape" as manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness of 0.35 mils solid aluminum foil encased in a protective inert jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils and the width shall not be less than 2 inches with a medium unit weight of 2 1/2 pounds/I inch x 1000 feet. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Legend Water Safety Precaution Blue Caution, Buried Water line Below 4. Backfill Materials: Allowable backfill material shall be: (1) Class 7 Aggregate Base Course as specified in Table 303-1, page 161, in section 303 AGGREGATE BASE COURSE, of the "Standard Specifications for HIGHWAY CONSTRUCTION," Edition of 1993, published by the Arkansas State Highway and Transportation Department. (2) Sand. Sand shall consist of clean, hard, durable uncoated grains free from lumps, clay and organic materials. All (100%) of "sand" shall pass a no. 8 sieve. (4) Red Clay Gravel or "Hillside" as approved by the City Engineer (5) Native materials where the Class 7 materials is not required and where suitable (not to be used as bedding material.) Under no circumstances shall the backfill material contain rocks or clods larger than twelve (12) inches in any dimension. THIS MATERIAL IS TO BE PLACED ABOVE THE BEDDING MATERIALS AS DEFINED IN PART B OF THESE SPECIFICATIONS, PARAGRAPH 5. Part B - Materials 10 5. Pipe Bedding Materials: Pipe bedding materials shall be: a) The by-product of McClinton -Anchor's rock crushing operation commonly known as grit, or equal b) Class 8 Base (AHTD Specification) c) Materials meeting either ASTM D448 Size #67 or ASTM D2774 In no case shall the maximum dimension of rock exceed 1.0 inches. 6. Tracer Wire: Tracer wire shall be 14 gauge coated copper for underground burial. 7. Concrete: Concrete for use as reaction backing or below -ground encasement shall be Class "B", defined as concrete with five bags of cement per cubic yard of concrete and with a minimum 28 day compressive strength of 3,000 psi. 8. Steel Encasement Pie: Encasement pipe for water mains shall be smooth steel and shall be sized as follows: Water Minimum Encasement Minimum Wall ASTM/AWWA Main Size Pipe Size Thickness Specification (inches) (inches) (inches) 4-6 12 0.250 ASTM A 53 8 16 0.250 AWWA C 102 12-16 24 0.250 " 18 30 0.312 II it 20-24 36 0.312 " 36 48 0.375 TI it 48 60 0.375 TI IT Encasement pipe to be used for water line installations shall not have been used for any conveyance purpose in the past. Neither concrete nor corrugated metal pipe shall be permitted for water line encasements. Encasement spacers shall either be Smith -Blair model 883 manufactured spacers or approved equal. Wood shall not be used as encasement spacers. Three spacers shall be installed per joint such that the spacers are equally spaced along the length of the pipe. Part B - Materials 11 Encasement end seals are required for all water line encasements and shall either be APS Model AC or J -Four pull -on seals or approved equal. 9. Bolts - All bolts for fittings shall be class 308 stainless steel. 10. Gate Valves: Gate valves shall be used for pipe up through 10 -inches in size. Gate valves shall be resilient seated type, non -rising stem gate valves, in conformance with the requirements of AWWA C509, latest revision, for "Resilient Seated Gate Valves, 3 Through 12 NPS, for Water and Sewage Systems." All gate valves shall be designed for a minimum of 200 psi working pressure. All gate valves shall be epoxy coated, and shall be Mueller A2360-20 for in -line applications, and Mueller A2360-16 for tapping applications, or approved equals. All gate valves shall have class 308 stainless steel bolts. All gate valves shall have O-ring stem seals. The O-ring stem seal shall be so designed that the seal above the stem collar can be replaced with the valve under pressure in the full -open position. Gate valves shall have standard mechanical joint ends unless otherwise indicated on the Plans. Tapping valve ends shall be flanged by MJ. Buried gate valves shall be designed for operation with a nominal 2 inch square operating nut. The standard direction of opening shall be open left as viewed from the top. Handwheels for gate valves shall be in conformance to AWWA C509. The interior and exterior of the valve body and bonnet shall have factory applied fusion bonded epoxy coating meeting AWWA C550 latest revision. The valve shall be tested in accordance with AWWA C509, latest revision. 11. Butterfly Valves: Butterfly valves shall be used for all pipe 12 -inches and larger except that 12" tapping valves shall be gate valves. Butterfly valves shall be Class 250B in conformance with the requirements of AWWA C504, latest revision, for "Rubber Seated Butterfly Valves." All butterfly valves shall be groundhog type, Mueller B5227 or approved equal. All butterfly valves shall have class 308 stainless steel bolts. The valve body shall be constructed of cast iron ASTM A-126, Class B, and shall have integrally Part B - Materials 12 cast mechanical joint ends unless alternate valve ends are indicated on the Plans. Body thickness shall be in strict accordance with AWWA C504, latest revision, Class 250B. All butterfly valves shall be of the tight closing, synthetic rubber -seat type, as follows. 1) Valves 20 inches (nominal diameter) and smaller shall have bonded seats which are simultaneously molded in, vulcanized and bonded to the body. Seat bond must withstand 75 pounds pull under test procedure ASTM D429, Method B. 2) On valves 24 inches and larger, all seats shall be of a synthetic rubber compound. Seats shall be retained in the valve body by mechanical means without retaining rings, segments, screws or hardware of any kind in the flow stream. Seats shall be a full 360° without interruption and have a plurality of grooves mating with a spherical disc edge seating surface. Valve seats shall be field adjustable around the full 360° circumference and replaceable without dismantling operator, disc or shaft and without removing the valve from the line. Valve discs shall be as follows. 1) Valves 12 inches through 20 inches nominal diameter: Valve discs shall be constructed of alloy cast iron ASTM A-126, Class B. 2) Valves 24 inches nominal diameter: Valve discs shall be cast iron with a stainless steel seating edge. 3) Valves 30 inches through 48 inches nominal diameter: Valve discs shall be ductile iron with a stainless steel seating edge. The valve shaft shall be constructed of stainless steel and the bearings shall be corrosion resistant and self-lubricating. The valves shall be equipped with a totally enclosed type operator, fully gasketed and grease packed, suitable for direct burial. The operator shall be designed for operation with a nominal 2 inch square operating nut for use with a T -wrench. Operators shall be designed to open with a counterclockwise rotation of the operator nut. All valves shall have factory applied fusion bonded epoxy coating meeting AWWA C550 latest revision. The valve shall be hydrostatically tested at 250 psi for leakage in accordance with AWWA C504, latest revision. Where valves are specifically shown and detailed on the plans to be painted, the valves shall be delivered to the job site factory blasted, cleaned and primed with one coat of Kop-Coat 340 Gold Primer or Kop-Coat 622 LCF Primer, or approved equal. Part B - Materials 13 12. Valve Boxes: Valve boxes that are less than 4 feet to the operating nut at finished grade shall be Tyler 6850 Series or approved equal, and shall be of correct length to match the bury of the main without extensions. For valve boxes that are 4 feet and greater to the operating nut at finished grade, the box shall be the American Flow Control trench adapter type, in the correct length to match the bury of the main without extensions, and shall include the American Flow Control Self -Centering Alignment Ring. Valve boxes installed on 2" lines shall be Tyler 6500 Series or approved equal, notched for protection of the water line, with a concrete pad poured below the valve for added support of the valve and box. The valve box and appurtenances shall include a base and a top section with a drop lid. The lid and valve box top shall be ductile iron, shall be marked with the word "WATER," and shall be factory painted blue. All lids shall have a concrete pad with a minimum of 18 inches square or round dimension as appropriate. This shall be for both paved and unpaved applications. All valve boxes shall be installed in a vertical orientation and shall be compatible with the gate or butterfly valves for which they are provided and shall be manufactured for use in roadways. 13. Fire Hydrants: All fire hydrants shall be dry barrel hydrants in conformance with AWWA C502, latest revision, for "Dry Barrel Fire Hydrants", and shall be designed for a working pressure of 250 pounds per square inch gauge. Fire hydrants shall be three-way, painted white above the ground line with reflective paint AXON 1460. Approved fire hydrants are Mueller Centurion hydrants, Catalog No. A-423 or Waterous 5 1/4" WB67-90. Fill dirt around fire hydrants and other surface attachments shall be compacted. The hydrant shall have a 6 inch mechanical joint inlet in conformance to the dimensions shown in ANSI/AWWA Cl 10/A21.10, latest revision. Three-way hydrants shall have a 5-1/4 inch valve opening. All fire hydrants shall be equipped with a two-piece barrel having a break -a -way flange at the ground line and shall be designed for a 48 -inch bury. Extensions shall be Mueller A-320 or approved equal, with no more than one extension allowed per hydrant. Fire hydrants shall be installed with a 24" diameter or 24" x 24" square, 6" thick concrete pad around the base of the hydrant six inches below the bottom of the break -away flange. Part B - Materials 14 Hydrants shall be equipped with two 2-1/2 inch hose nozzles and one 4-1/2 inch pumper nozzle. The operating nut shall be a nominal 1-1/2 inch pentagon, National Standard operating nut designed to open left (counterclockwise). Fire hydrants shall be equipped with a safety stem coupling and flange which are intended to fail upon vehicle impact without damage to the stem or main valve. 14. Blow -offs: Blow -offs shall be Mainguard #77 hydrants or approved equal. 15. Air Release Valves: Air release valves shall be ValMatic Model 15A or approved equal. 16. Tapping Sleeves: Tapping sleeves shall be designed for 200 psi and shall be JCM Type 432 for pipe four (4) inches through twelve (12) inches and JCM 412 for pipe greater than twelve (12) inches, or approved equal. Tapping sleeves shall be vinyl coated. 17. Service Connection Materials: Service lines serving single meter sets shall be at least 3/4" if copper, and at least 1" if polyethylene. Service lines serving double meter sets shall be at least 1" (copper or polyethylene). Larger diameters may be required if deemed necessary by the City Engineer. In areas where it is determined by the City Engineer that installation of irrigation systems is likely, service lines that cross roads and serve double meter sets shall be 2" services ending in a 2" x I" x 1" x 1" splitter. The middle leg of the splitter shall feed the double meter set, with the other two legs containing a ball valve, and being intended to serve future irrigation meters. The meter box shall be no greater than two feet from the splitter. All Copper service lines shall have polyethylene encasement. Materials for standard residential meter sets 3/4" Poly Wrapped Copper Pipe ...................................... or 1" SDR9 Polyethylene Pipe 3/4" or 1" Corporation Stop ............................................. 3/4" or 1" U Branch, 7.5" width....................................... 5/8" x 3/4" x 12" meter yoke ........................................... 3/4" Tail Piece, 6' long..................................................... Type K soft copper Mueller B-25008 Mueller H-15363 Mueller H-24048 Mueller H-14222 Part B - Materials 15 18" Cast Iron Flat Meter Lid ............................................Western Western Iron C-109 18" diameter Materials for I'" meter sets 1" Poly Wrapped Copper Pipe ......................................... or I" SDR9 Polyethylene Pipe ................................. Main Diameter x 1" Saddle.............................................. 1" Corporation Stop......................................................... I" Ball Valve.................................................................... 1" Meter Yoke.................................................................. 1" Tail Piece, 6' long........................................................ 1" Compression End ........................................................ 24" diameter x 24" deep SDR51 PVC Meter Box........... 24" Cast Iron Flat Meter Lid............................................ Type K soft copper Romac 101N Mueller B-25008 Mueller B-25146 Mueller B -2404R Mueller H-14227 Western Iron 111 Part B - Materials 16 Materials for 2" meter sets Main Diameter x 2" Saddle ..............................................Romac Romac 101N 2" SDR9 Polyethylene Pipe ............................................. 2" Ball Valve.................................................................... 2" x 24" Brass Nipple ...................................................... 2" Meter Set..................................................................... 2" Male Iron Pipe x CTS Q nut........................................ 2" Close Brass Nipple ...................................................... 2" Tail Piece, 6' long........................................................ 36" Diameter x 30" deep SDR9 Drisco Meter Box......... 36" Square Meter Lid....................................................... James Jones J-1900 Ford VVB77-15HD-1 1-77 Ford C84-77 Tapping saddles shall be Romac 101N for C900 PVC and Ductile Iron and Mueller H1300 for ASTM 2241 PVC. If polyethylene pipe is chosen for the service line, Ford model CT553 inserts or approved equal are required. Connections on service lines shall be made with brass compression fittings (Mueller H 15403 or approved equal). Sweated or flared attachments are not acceptable. Part B - Materials 17 STANDARD SPECIFICATIONS FOR WATER LINES Part C, Construction Methods 1. PIPE LAYING: All water pipe shall be laid and tested in strict accordance with the manufacturer's recommendations. For ductile iron pipe, ANSI/AWWA C600-99 or latest revision shall apply. For PVC pipe, either AWWA C605-94 or ASTM D-2774 or the latest revisions thereof shall apply. A ten (10) foot separation shall be maintained between water lines and sewer lines where those lines run approximately parallel to each other. Water mains which cross sewers shall be laid so that the bottom of the water line will be at least 18 inches above the top of the sewer line. At all crossings, the water line pipe shall be adjusted to provide one full length of water line pipe over the sewer line with both joints located as far as possible from the sewer line. If this distance must unavoidably be reduced, the water line or the sewer line must be encased in a watertight pipe with sealed watertight ends extending at least ten feet either side of the crossing. The encasement may be vented to the surface if carrying water or sewer under pressure. Where a water line must unavoidably pass beneath the sewer line, at least 18 inches of separation must be maintained between the outside of the two pipes in addition to the preceding encasement requirement. Exceptions to this must be approved in writing by the Arkansas Department of Health. Care shall be taken not to exceed the manufacturer's recommendations on the degree of deflection allowed per joint of pipe. A pipe bend shall be installed where necessary to maintain conformance to those recommendations. Pipe, regardless of type, shall be laid on 6 inches of bedding material (see Part B, Paragraph 5) and shall be covered to a depth of 6" over the top of the pipe with the same material. The bedding shall be hand tamped in the ditch prior to pipe installation and shall be hand tamped around and over the pipe. Reaction backing shall be installed at all points of unbalanced pressure. Required area of undisturbed soil for backing purposes shall be calculated based on the bearing strength of the soil (2000 pounds/ ft2 maximum allowable unless proven otherwise by soil tests) and on a working pressure of 200 psi. Calculations shall take into account pressures due to water hammer. Sufficient concrete shall be used to properly transfer load from the fitting to the undisturbed soil in a uniform manner and without exceeding the strength of the concrete. The fitting shall be wrapped with 8 mil polyethylene prior to pouring the concrete. Concrete shall not extend over or around the fitting joints. All bends, tees, etc. shall remain open until inspected by the City. The transition from 6 -inch pipe to 2 -inch pipe shall be by means of a tapped 2 -inch plug. All valves, bends, hydrant shoes and fittings (including in -line valves) shall have Part C, Construction Methods 18 Megalug style retainer glands or approved equal. Valves, bends, reducers and other hardware near bends shall be positively bolted, all -threaded, or mechanically joined to each other. Bolted includes single and double flanged adapters (such as Foster Adapters or Swivel Adapters) which provide a solid bolted or mechanical joint type connection. For all -thread attachments, eye -bolt style attachments are not acceptable. Romac "Ductile Lug" style attachments or approved equal shall be used. All -threads shall be made of 316 stainless steel. Fire hydrant valves shall be positively connected to the water main. If the hydrant leg is greater than 50 feet, an additional valve shall be placed near the hydrant, between five and ten feet from the hydrant. Like all valves, this valve shall be retained. Ninety degree (90') bends shall only be used on a by -exception basis, and must each be specifically approved by the City. Forty-five degree (45°) bends shall be used in locations where 90° bends would otherwise be considered. Where ductile iron pipe is being laid, polyethylene encasement shall be installed in accordance with ANSI/AWWA C105, latest revision, for either Method A, B or C installation. The encasement shall be provided for all fittings and all other buried iron appurtenances. The encasement shall be protected from prolonged exposure to sunlight to prevent deterioration of the polyethylene film. All ductile iron, brass, cast iron or stainless steel pipe, fittings and/or adapters shall have polyethylene encasement. Pipe detection tape shall be provided in all trenches for water line construction. Installation shall be per manufacturer's recommendations and shall be as close as practical to finished grade while maintaining a required minimum of 18 inches between the detection tape and the top of any pipe line. A trace wire shall be laid adjacent in all trenches and shall be looped around the pipe at least once per joint and connected to all valves and fittings. The trace wire shall provide a continuous electrical circuit, and shall have splices that are 3M DBY-6 connectors or approved equal. At valves and meter box settings, the trace wire shall be brought up into the valve or meter box as indicated in the standard details such that the water line can be traced from the meter/valve box. A tracing test shall be required prior to final acceptance. Maximum pipe cover shall be 60 inches under normal conditions. Cover greater than 60 inches shall be allowed for short distances where required by field conditions. No hydrants shall be allowed where lines are greater than 60 inches deep. Minimum pipe cover shall be 36 inches. Cover shall be measured from the top of the pipe barrel and shall be further defined as: a) Land Level Normal to the Direction of the Pipeline: Cover shall be measured from the top of the barrel of the pipe to the top of the existing natural ground surface. Part C, Construction Methods 19 b) Cut Sections: Cover shall be required and shall be measured from the top of the pipe barrel to the planned grade. c) Fill Sections: Cover shall be measured from the top of the pipe barrel to the natural ground surface underlying the fill unless fill material is placed and properly compacted prior to laying the water line. d) Along and Under Streets: The Cover along streets shall be measured either from natural ground or the curb elevation, whichever results in the lowest absolute elevation of the pipe. Cover under streets shall be measured from the top of the subgrade. Minimum depth for service lines from the main to the meter box shall be 30 inches below the curb line. Copper service lines shall be wrapped with polyethylene. Calls for valves to be operated must be arranged prior to 10:00 a.m. one business day previous to the desired date of operation. After completion of construction of all water lines or sections thereof, the Contractor shall flush, test and disinfect the new water lines and in accordance with the Engineer of Record's plan as described below. a) Flushing:: The Contractor shall fill and flush the newly constructed lines and visually check all combination air release and vacuum valves, blow -off valve assemblies, line valves, and fire hydrants to assure proper operation. Reasonable amounts of water for flushing, testing and disinfecting water lines will be supplied by the City. The work shall be coordinated to ensure that it will not be carried on during periods of high water usage. Water valves or other appurtenances on the existing water system, new tapping valves, or valves or appurtenances that have been accepted by the City, shall only be operated by, or under the direct personal supervision of, the City of Fayetteville Water & Sewer Maintenance Division. Specific permission shall be obtained from the City Water & Sewer Maintenance Superintendent for any other persons to operate City valves or appurtenances. The Engineer of Record shall develop a flushing plan to ensure that all lines are properly flushed. The plan should specify the sequence in which valves and hydrants are to be opened and the duration thereof, ensuring complete flushing and protecting the City's water system from construction contaminated water. The volume to be flushed shall be no less than three but no more than five times the volume of the main to be flushed, and shall be metered through a fire hydrant meter. The flow shall be such that a flushing velocity of not less than 2.5 feet per second and preferably 3.5 feet per second or greater is attained. b) Hydrostatic Testing: All pipe shall be tested as set out in AWWA C600, latest Part C, Construction Methods 20 revision. Tests will be conducted only after the line is completed, including all taps and meter settings as required and the backfill completed. These tests shall be performed by the Contractor in the presence of the City Inspectors and the Engineer of Record. The Contractor shall furnish all necessary pressure gauges, meters, and pumps and make all taps and connections. Each valved section of pipe shall be slowly filled with water and the specified test pressure shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. Before applying the test pressure, all air shall be expelled from the pipe by permanent taps or corporation cocks where necessary. Test pressure shall be either 150 percent of the static pressure or 200 psi, whichever is greater. The developer shall provide all pumps or other equipment necessary to maintain the test pressure within ±5 psi at the test point for a period of two hours. Fire hydrant valves shall be open during the pressure test. c Leakage: The leakage test shall be conducted concurrently with the pressure test. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof, to maintain pressure within 5 psi of the above specified test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. The leakage for water pipe shall be within the limits set out in AWWA C600, latest revision. No pipe installation will be accepted until the leakage is less than the number of gallons per hour as determined by the formula: L = allowable leakage, in gallons per hour; S = length of pipe tested in feet; D = nominal diameter of the pipe, in inches; and P = average test pressure (psi). Should any test of pipe laid disclose leakage greater than that specified, the leak(s) shall be located and repaired and the line shall be re -tested. All visible leaks shall be repaired regardless of the amount of leakage. Part C, Construction Methods 21 A minimum of 10 percent of meter tails shall be tested for leakage as deemed appropriate by the City Inspector or Engineer of Record. The test shall be conducted by the Contractor in the presence of the City Inspectors and the Engineer of Record prior to final inspection. The procedure for the test shall be as follows. I. Select the meter tails to be tested 2. Install a ball valve at the end of the meter tail 3. Install a jumper in the meter yoke 4. Open the meter yoke valve 5. Visually inspect for leaks 6. Close the meter yoke valve 7. Remove the jumper from the meter yoke 8. Remove the ball valve from the end of the meter tail All leaks shall be located and repaired, and the test repeated. If leaks are found, the City Inspector, City Engineer or Engineer of Record may require an additional number of meter tails to be tested. d) Disinfection: After successful pressure testing, the line(s) shall be flushed at a velocity equal to or greater than 2.5 feet per second. The line shall then be disinfected in accordance with AWWA C651, latest revision, for "Disinfecting Water Mains," continuous feed method, except that the placing of hypochlorite granules into the main during construction will not be permitted. The contractor shall take great care when flushing the line to assure proper drainage is available to prevent harm at any adjacent downstream location. Disposal of the disinfecting water shall be in a manner that will protect the public and the receiving waters from harmful concentrations of chlorine. Such disposal shall be in accordance with all applicable EPA and ADEQ regulations. After disinfection is complete, the Contractor shall then flush the disinfecting solution from the lines, and the treated water lines will then be placed into service. Bacteriological samples shall be taken by City personnel only. Samples shall be taken on two consecutive days and shall be taken only on Monday, Tuesday, or Wednesday. Before a line is placed in service, two consecutive series of samples which are not collected on the same day and are taken no more than 14 days apart must show that the water is bacteriologically safe for drinking purposes. Water lines that dead end shall have a blow -off assembly located on the last joint of pipe as shown on the water line detail sheet. The last joint shall be blocked. Valves on dead end lines shall be placed on the next to last joint if possible and shall be restrained. Part C, Construction Methods 22 2. Pine Trench. Excavation: The trench shall be excavated to at least 6 inches below the grade necessary to provide the minimum cover required. Minimum trench width shall be either 18 inches or the outside diameter of the pipe at the bell plus 12 inches. Maximum trench width shall be the outside diameter of the pipe plus 2 feet. Where the bottom of the trench at subgrade is found to be unstable or to include ashes, cinders, any type of refuse, vegetable or other organic materials, or large pieces of fragments of inorganic material which in the judgment of the Engineer should be removed, the trench shall be excavated and such material removed to the width and depth ordered by the Engineer. Before the pipe is laid the subgrade shall be made by backfilling with bedding material (Part B, Paragraph 5) in 6 inch uncompacted layers. The layers shall then be hand or machine tamped so as to provide a uniform and continuous bearing and support for the pipe at all points along the pipe length. The sides of any excavation, when deemed necessary or as required by State or Federal regulation, shall be properly supported with bracing, shoring or sheeting as the need may be. Such bracing and shoring shall be withdrawn as the work progresses. In case the excavation is close enough to buildings or other foundations as to endanger their stability by the removing of such bracing, then they shall be made secure and left in place, and the water line trench backfilled and thoroughly tamped with the bracing in place. The Contractor shall provide sufficient pumps and other necessary equipment to keep the trench free of water which may accumulate. If the bottom of the trench becomes soft and muddy, the Contractor shall remove all such soft material and replace it with bedding materials approved in Part B of these specifications. Under no conditions shall pipe be laid in a trench that has not been properly dewatered. The length of trench that may be opened ahead of the pipe laying operation shall be determined by field conditions. The contractor is responsible for the proper restoration of open trenches damaged by the weather or by other means. If, because of such trench damage, a different type of pipe bedding system is required to provide proper pipe support, the extra expense of such revised bedding shall be borne by the contractor at no cost to the City. 3. Pine Trench, Backfill: After the pipe bedding has been placed (including up through 6" above the pipe), the trench, excavated areas around valves, fittings, fire hydrants, and other appurtenances shall be backfilled with excavated material free from rock larger than 6 inches within 18" of the top of the bedding and 8" in diameter thereafter. In no case shall rock material from blasting operations be allowed in the trench. Part C, Construction Methods 23 All pipeline trench backfill shall be placed in layers of appropriate thickness and compacted using a mechanical, hydraulically -powered vibratory trench compactor or other equivalent equipment. Heavy compaction equipment shall not be used closer than 2 feet to the top of the pipe. Any backfill failing to meet the compaction requirements set out below shall be replaced and/or recompacted to meet the compaction specifications. All trench backfill (except under paved or driving surface areas as detailed below) shall be compacted to 90 percent (minimum) of that of the adjacent undisturbed soil. Unless specifically noted on the Plans, no density testing will be required to prove compliance with the 90 percent density requirement. In areas where the trench is parallel to or crosses any paved area or driving surface including streets, parking lots, future or planned streets, or driveways, the backfill shall be crushed stone as specified in Section 300 CRUSHED STONE BASE (AHTD Class 7). The Crushed stone trench backfill (aggregate base course, Class 7) shall be placed in 6 to 8 inch lifts and compacted to 95 percent modified Proctor density (ASTM D1557-78). Red clay gravel or "hillside" may be used as a backfill material in areas described in the above paragraph when specifically approved by the City Engineer and compacted in 6 to 8 inch lifts to 95 percent of standard proctor. One density test per crossing shall be required. Where the trench runs parallel to the driving or paved surface one density test shall be required per 500 feet or portion thereof. An additional test will be made for each test failure at approximately 100 feet either side of failing test. In areas to be topsoiled, the density of the backfill material shall be tested at a depth of 12 to 18 inches below the finished grade prior to the placement of the topsoil. In open fields and other areas where deemed appropriate, the trench may be overfilled and allowed to settle prior to final surface replacement. Trenches may be flooded to promote settlement in areas where it is deemed appropriate. 4. Installation of Meter Box Settings: Meter box settings shall be located at the street right of way or easement line. Double meter boxes shall be placed on the property line between the two lots to be served. The final grade at the meter box location shall be determined by the Engineer of Record and the meter box shall be placed at that grade. Final grade should take into account probable future installation of topsoil and/or sod. Up to the time of final acceptance by the City, it shall be the responsibility of the Owner to make whatever adjustments to meter boxes that might be necessary. After final acceptance by the City any adjustment of meter boxes needed will be handled in accordance with existing or future City Ordinances that may govern the situation. Part C, Construction Methods 24 No meters shall be set by the City until the meter box is adjusted to the proper grade. Any boxes falling in driveways or sidewalks shall be relocated at the expense of the developer or lot owner. It shall be the responsibility of the Engineer of Record to place meter box locations on the Record Drawings and to mark them in the field. The Record Drawings shall indicate from where each lot is to receive water service. 5. Valve and Valve Box Installation: Gate and butterfly valves shall be installed in accordance with AWWA C605, latest revision, and with either AWWA C504 or AWWA C509, as applicable, latest revisions, the manufacturer's recommendations, and these Specifications. Prior to installation, all valves shall be visually inspected for defects, and any foreign material in the valve interior removed. Special attention shall be given when installing butterfly valves on AWWA C900 or C905 PVC pipe. Due to the thickness of this pipe, it must be trimmed where it enters the valve so that the valve gate can either fully open (if installed in the closed position) or close (if installed in the open position). A valve box as specified shall be provided for each valve used in a buried service application. The valve box shall be installed so as not to transmit shock or stress to the valve. The valve box shall be centered and plumb over the operating nut of the valve with the box cover flush with the surface of the finished surface. The valve box shall be backfilled evenly around its perimeter with select material. The backfill material shall be tamped so that the ground will not settle after placement of the concrete collar. All valve box lids shall have a concrete collar placed around them. The collar shall be 18 inch square centered on the valve box lid and shall be 6 inches thick cast -in -place, except that on flat surfaces a round precast collar may be used. The top of the pad shall be flush with the top of the box and the surrounding ground or roadway surface. Valve box collars shall not be constructed until every item of cleanup has been completed. Where valves are in paved areas, the specified street repair may be substituted for the concrete collar. Tracer wire shall be installed along the outside of the valve box to a point near the top of the box, where a hole will be drilled and the tracer wire inserted into the box. 6. Fire Hydrant Installation: Prior to installation, all hydrants shall be inspected for direction of opening, cleanliness of inlet elbow, handling damage, and cracks. Part C, Construction Methods 25 All hydrants shall stand plumb within a tolerance of 1/8 inch horizontally in 12 inches vertically. The nozzles shall be parallel with, or at right angles to, the street with the pumper nozzle facing the curb. Hydrants shall be set to established grade with the nozzle centerline at least 18 inches above the ground. When hydrants are placed beyond the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 12 inches nor more than 18 inches from the outside face of the curb. When set in the lawn space between the curb and the sidewalk, or between the sidewalk and the property line, no portion of the hydrant or nozzle cap shall be within 6 inches of the sidewalk. Each hydrant shall be connected to the main with a 6 inch ductile iron pipe branch and an independent 6 inch gate valve. The 6 inch gate valve shall be positively restrained to the main by use of either a retaining lip and swivel gland for positive restraint without tie rods or by a flanged connection. Any change in grade needed to properly place the hydrant shall be accomplished by the use of an "S" fitting. Drainage shall be provided at the base of the hydrant by placing coarse gravel or crushed stone mixed with sand from the top of the reaction backing to at least 6 inches above the waste opening in the hydrant, and to a distance 3 feet around the elbow. No drainage system shall be connected to a sewer. The bowl of each hydrant shall be braced against unexcavated earth at the end of the trench with concrete reaction backing. IN NO CASE SHALL THE CONCRETE BACKING BLOCK OR IMPEDE FLOW FROM THE FIRE HYDRANT DRAIN PORTS. All fire hydrants shall be tested by the contractor and/or engineer in accordance with Chapter 4 of AWWA Manual M17, latest revision. The contractor and/or engineer shall also perform flow testing of new fire hydrants in accordance with Chapter 6 of AWWA Manual M17, latest revision, and shall paint the hydrant bonnets and nozzle caps according to the following table: Part C, Construction Methods 26 Color Flow Under Fire Conditions Light Blue ≥ 1500 gpm Light Green 1000 - 1499 gpm Orange 500 - 999 gpm Red < 500 gpm Fire hydrant flow testing shall be coordinated with the Water and Sewer Maintenance Division. Upon completion of flow testing, the engineer shall provide to the City Water and Sewer Maintenance Division a completed "Fire Hydrant Information Sheet." 7. Blow -Off Construction: The location of the blow -offs shall generally be as detailed. The exact location as well as the orientation and length of the piping shall be determined in the field to ascertain that the vertical riser extends above natural grade. 8. Clean -Up: These specifications shall apply in all cases unless the landowner involved indicates to the City a willingness to waive them. However, no waiver will relieve the contractor from the requirement to refill sunken ditchlines as necessary and to control erosion from the cut areas by seeding and mulching until grass is established. Also, no waiver will relieve the contractor from the requirement to leave the site neat and free from construction debris of all kinds. Any such waiver must be submitted in writing to the City and approved by the City Engineer. There are generally three classifications of cleanup for water line construction: Class I Cleanup. Areas of construction within lawns, gardens, or other well -kept areas, including street rights of way that are kept as lawns by adjacent landowners. Class II Cleanup. Areas of construction within fields, meadows and street rights of way which are mowed or cultivated (gardens excepted). Class III Cleanup. Areas of construction that are heavily brushed or wooded, steep rocky slopes, or other areas where it is not practical for the area to be cultivated. The method of cleanup for each of the classes defined above shall be as set out below. a) Class I Cleanup - Lawns Gardens, Etc. The trench shall be backf lled in accordance Part C, Construction Methods 27 with these Specifications. After the topsoil has been replaced to the same depth as adjacent undisturbed areas over the damaged areas, the Contractor shall proceed immediately to hand rake the entire construction area to remove all rock 1/2 inch or larger in diameter. Debris of every type shall be removed and all damaged tree limbs shall be pruned. After the area has been raked and accepted, it shall be seeded at the rate of 0.15 pounds per 100 square feet, using the following seed mixture (percent weight): Lawn Fescue 40% Blue Grass 30% Rye Grass (Annual) 30% During or after seeding is complete, all areas shall be covered with 10-20-10 fertilizer at the rate of 250 pounds per acre, or approximately one-half pound per 100 square feet. No watering will be required. However, after seeding and fertilization the entire area shall be rolled with a roller of sufficient size and weight to achieve a smooth finished surface prior to mulching. Straw mulch consisting of good grade clean straw, free of weeds or seed shall be placed over seeded areas and shall be uniformly spread so as to provide a thickness of approximately 2 inches when first spread. Where the existing ground cover does not contain any of the grasses as set out in the seed mixture above (Bermuda grass, Zoysia, etc.), the Contractor shall be responsible for cutting, removing stockpiling and saving the existing sod on the job site. After constructing the water line and backfilling the trench, the sod shall be replaced to a condition equal to or better than that prior to construction. In the event that insufficient sod has been stored, or sod has been lost or destroyed, the Contractor shall be responsible for providing and installing new solid sod of the existing type to complete the cleanup. b) Class II Cleanup - Fields, Meadows, Etc. The trench shall be backfilled in accordance with the Pipe Specifications. After the backfill is completed and the surface over the trench left slightly rounded, the area shall be machine raked to remove all rock to a condition equal to the existing surface on the better side of the adjacent existing right of way. All excess excavated material shall be removed from the site, including excess material which has accumulated around fence posts, trees, mailboxes, etc. All areas which have been disturbed, such as that caused by equipment tracks, shall be carefully backfilled and repaired as though it were a part of the actual trench excavation. Seeding and fertilizing of these areas is required using the seed mixture and application rates set out below (percent expressed in terms of weight). Field Fescue 40% Part C, Construction Methods 28 Rye Grass (Annual) 40% White Clover (Common) 20% After the area has been accepted, it shall be seeded at the rate of 0.15 pounds per 100 square feet. During or after seeding is complete, all areas shall be covered with 10-20-10 fertilizer at the rate of 250 pounds per acre, or about one-half pound per 100 square feet. No watering will be required. However, after seeding and fertilization the entire area shall be rolled with a roller of sufficient size and weight to achieve a smooth finished surface prior to mulching. Where the existing field grass is Bermuda, or other type not specified above, the Contractor shall place such topsoil as required, and shall seed with the existing type grass so that an equivalent ground cover will be provided. Straw mulch consisting of good grade clean straw, free of weeds or seed shall be placed over seeded areas and shall be uniformly spread so as to provide a thickness of approximately 2 inches when first spread. c) Class III Cleanup - Steep, Wooded or Rocky Areas. The trench shall be backfilled in accordance with the Pipe Specifications. After the trench backfill is complete, all damaged brush of every type shall be cut just below ground surface and all damaged limbs shall be trimmed. All brush and debris shall be disposed of by the Contractor and the entire area shall be machine raked so that the area of construction is in a condition equal to the existing surface on the better side of the existing adjacent right of way. The area of the trench line shall then be seeded and fertilized at the rate of 0.15 pounds per 100 square feet using the same seed mixture, fertilizer and application rates as set out under Class II cleanup, except that tall fescue (Kentucky 31) shall be used in place of field fescue. Straw mulch consisting of good grade clean straw, free of weeds or seed shall be placed over seeded areas and shall be uniformly spread so as to provide a thickness of approximately 2 inches when first spread. d) All Areas. All work within the construction area shall be cleaned to the satisfaction of the Owner. In general, all rocks, trash or rubbish of any nature shall be removed from the site of the work. During construction, the Contractor shall at all times keep work areas in a clean, neat and workmanlike condition. Excess pipe, excavation, brush and materials of construction shall be removed and disposed of as the work progresses. In built-up areas, including lawns, the job site shall be cleaned up immediately behind construction. Streets and driveways blocked by excess materials after basic construction is completed will not be tolerated. Part C, Construction Methods 29 If the trench should settle while the Contractor is still on the job or within two (2) years of the project completion date, the Contractor shall make the required repairs at no additional cost to the Owner in accordance with the continuing responsibility provisions of these Specifications. Failure of Contractor to make necessary repairs during the one year period will be cause for Owner to make or contract for such repairs and invoice the Contractor for all costs. e) Restoration of Damaged Surfaces and Property. Where any pavement, trees, shrubbery, fences, poles or other property and surface structures have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the contract documents, state laws, municipal ordinances, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor. f) Access after Construction. Unless otherwise directed, all areas shall be graded after construction so as to be accessible by four wheel drive vehicle. These clean-up specifications shall apply to on -site subdivision construction as well as off -site construction of water lines. The fact that the installation of other utilities and/or house building activities may damage such erosion control measures shall not exempt the developer from this requirement. 9. Pavement Repairs: All pavements which have been removed or damaged shall be repaired in accordance with these Specifications depending upon the type of pavement existing prior to construction. a. Asphaltic Pavement Repair. The existing pavement shall be saw -cut and removed to a point 18 inches beyond the trench line limits, and brought to grade 9 inches below the top of the existing pavement. Six inches of 3000 psi concrete shall be placed and allowed to cure. This area shall then be resurfaced by applying asphaltic cement prime coat at the rate of 0.25 gallons/square yard, followed by a minimum of 3 inches of hot -mixed, hot -laid asphaltic concrete, laid to an elevation matching the existing finished grade. The hot -mixed, hot -laid asphalt shall be compacted to 92 percent of theoretical density. One nuclear densimeter test per asphaltic patch or repair shall be performed. The asphaltic pavement repair shall be deemed acceptable by the Engineer upon a passing nuclear densimeter test at a location as directed by the Engineer. The cost of determining the compacted density shall beat the expense of the Contractor. Any unacceptable patch or repair shall be replaced and/or recompacted and retested at the Contractor's expense. Part C, Construction Methods 30 b. Concrete Pavement Repair. The existing pavement shall be saw -cut and removed to a point 18 inches beyond the trench line limits, and brought to grade 9 inches below the top of the existing pavement. Concrete (4200 psi) shall be placed to match the existing surface. Joint sealer shall be placed in the area between the repaired surface and the original surface. c. Unpaved Driving Surface Repair. After the trench has been backfilled as set out elsewhere in these Specifications, the surface shall be brought to the existing grade with additional crushed stone base. Where special paving surfaces exist, such as natural gravel, washed gravel, exposed aggregate, or other such special materials, then the final surfaces shall be replaced in kind except where specifically noted otherwise. 10. Barricades, Guards and Safety Provisions: To protect persons from injury and to avoid property damage, adequate barricades, construction signs, warning lights and guards as required shall be placed and maintained during the progress of the construction work and until it is safe for traffic to use the highway. All material piles, equipment and pipe which may serve as obstructions to traffic shall be enclosed by fences or barricades and shall be protected by proper lights when the visibility is poor. Execution of all necessary safety precautions is the sole responsibility of the Contractor. 11. Maintenance of Traffic and Closing of Streets: The Contractor shall carry on the work in a manner which will cause the least interruption to traffic, and may close to through travel not more than two consecutive blocks, including the cross street intersected. Where traffic must cross open trenches, the Contractor shall provide suitable bridges at street intersections and driveways. The Contractor shall post suitable signs indicating that a street is closed and necessary detour signs for a proper maintenance of traffic. Three (3) days written notice to the Mayor's office is required prior to the closing of any street. Also, it will be the contractor's responsibility to notify all emergency units (fire, police, EMS, etc.) prior to the closing or partial closing of a street. The closing of State Highways shall require approval of both the City and the State Highway and Transportation Department. Part C, Construction Methods 3 1 STANDARD SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF SANITARY SEWERS ARKANSAS 2011 EDITION Title.doc The 2011 Standard Specifications for Design and Construction of Sanitary Sewers was prepared by the Utilities Department of the City of Fayetteville. Title.doc THE CITY OF FAYETTEVILLE, ARKANSAS UTILITIES DEPARTMENT 113 West Mountain Fayetteviiie. AR 72701 May 18, 2011 City of Fayetteville Staff 113 West Mountain Street Fayetteville, AR 72701 RE: Sewer Committee Approval of Standard Sewer Specifications The Sewer Committee of the Fayetteville City Council approved, on 18 May 2011, the updated Standard Specifications For Desi n And Construction Of Sanitary Sewers, attached. The Standards have been approved by the Arkansas Department of Health, per the attached letter. They apply to projects by developers, City contracted work, and in-house City projects, and make the requirements among the three consistent. Please make these available to engineers, contractors, suppliers, and developers to provide clear design criteria before they begin designing any wastewater collection system projects that will ultimately be owned by the City. In addition to clarifying many technical items, there are three significant changes contained within these standards: Section 1200, page 6. Life cycling cost analysis/operations and maintenance prepayment is required for sewer pump stations. This life cycle costing is much more protective of the City's and our customers' long term interests, and thus customer service and expense control, where pump stations are a consideration. ➢ Section 5200, page 3. Full-time inspection of the work. Arkansas Code "22-9-101. Observation by registered professionals required. (a) Neither the state nor any township, county, municipality, village, or other political subdivision of the state shall engage in the capital improvement of any public works involving engineering or architecture for which the plans, specifrcationss, and estimates have not been made by and the capital improvement executed under the observation ofa registered professional engineer or architect, in their respective areas of expertise, who are licensed to practice under the laws ofArkansas." ➢ Section 5200, page 4. Televising sewer lines before final acceptance. This is a new requirement for Fayetteville development work, but has been the industry standard (and standard for all other City work) for years. Local cities also require television inspections, but city crews perform the work. In Fayetteville, City crews are fully engaged televising existing lines, and do not have time to add new lines to their workload. Thus, contractors or engineers are responsible for completing the televising work in accordance with the specifications. Minor changes to these standards may be approved by the Utilities Director in coordination with the City Engineer; major revisions must be approved by the Sewer Committee. Please contact Shannon Jones, Utilities Engineer, 479-444-3452, shiones@ci.fayetteville.ar.us, if you have any questions or wish additional information. Sincerely, City of Fayetteville ..r S S. airman, Sewer Committee TDD (Telecommunications for the Deaf) (479) 521-1316 Standard Swr Specs Cmty Approval Ltr 18Mayl ].doc (THIS PAGE INTENTIONALLY LEFT BLANK) May 5, 2011 Arkansas Department of Health 4815 West Markham Street a Little Rock, Arkansas 72205-3867 • Telephone (501) 661-2000 Governor Mike Beebe Paul K. Halverson, DrPH, FAGHE, Director and State Health Officer Engineering Section, Slot 37 Pb 501-661-2623 Fax 501-661-2032 www.Healtbv Arkansas.2gy After Hours Emergency 501-661-2136 Shannon W. Jones, P.E. Utilities Engineer City of Fayetteville 113 W. Mountain Fayetteville, AR 72701 RE: Standard Specifications for Design and Construction of Sanitary Sewers 2011 Edition City of Fayetteville Fayetteville, Arkansas ADH #77955 Dear Mr. Jones: The specifications referenced above, prepared by the Utilities Department of the City of Fayetteville, dated 2011 and submitted to the Engineering Section on May 4, 2011, have been reviewed and are here by approved with the following comments: 1. The Engineering Section of the ADH will review / approve plans based upon the use of these specifications and will consider them to govern in the event of conflicts with any specifications submitted to the ADH unless the City of Fayetteville specifically indicates in writing to ADH that different specifications are to be used on a specific project. 2. In Section 1.07 PROTECTION OF WATER SUPPLIES, the specifications indicate the use of a 20 foot length of watertight encasement pipe when the water main is not at least 18 inches above the sewer main. This is adequate for crossings at or near 90 degrees. For crossings at lesser angles, ADH will likely require the watertight encasement pipe be extended until ten feet of separation of the water and sewer mains is achieved. The specifications are being retained for our files. When submitting correspondence pertaining to this project, please include our reference number 77955. Sincerely, Craig S. Corder, P.E. Engineer Supervisor Engineering Section JS:CSC:csc CC: Protective Health Codes Washington County Sanitarian TABLE OF CONTENTS SECTION TITLE NO. OF PAGES Title Pages Table of Contents 1000 General Requirements and Procedures 4 1200 General Design Standards 14 2000 Trench Safety 2 2100 Erosion and Sediment Control 10 2200 Site Preparation 4 2300 Excavation, Backfilling, and Compacting 12 3000 Pipe, Fittings, and Materials 12 3100 Sanitary Sewer Pipelines 10 3200 Sanitary Sewer Service Lines (Private Laterals) 8 3300 Manholes 12 3400 Utility Line Bores 4 3500 Sewer Pump Stations (NOT USED) 14 3600 Cast -In -Place Concrete 4 5000 Pipeline Cleaning 4 5100 Pipeline Television Inspection 4 5200 Inspection and Testing of Sanitary Sewer 8 Pipelines, Manholes, and Service Lines 6000 Pavement Repair 4 6100 Lawn and Grass Restoration 8 Standard Details — Separate Document (NOT AVAILABLE YET) TOC.doc 1 (THIS PAGE INTENTIONALLY LEFT BLANK) END OF TABLE OF CONTENTS TOC.doc SECTION 1000 GENERAL REQUIREMENTS AND PROCEDURES PART 1- GENERAL 1.01 WORK INCLUDED A. These Specifications for sanitary sewer design and construction are provided to outline the City of Fayetteville's procedures and minimum criteria for the design and construction of sanitary sewers within the City of Fayetteville, Farmington, Greenland, and all other areas which contribute flows to the City of Fayetteville sewage system. Throughout this document, the name City of Fayetteville shall apply for all entities in the City of Fayetteville Sewer Service area. B. The City Engineer's office is responsible for the issuance of construction permits for the installation of all sanitary sewer facilities constructed in the City of Fayetteville. Sanitary sewer facilities shall be designed and constructed in accordance with these Specifications. C. These Specifications set forth the minimum criteria for the design and all work in connection with the construction of sanitary sewers within the jurisdiction of the City of Fayetteville including the entire sewerage system and its appurtenances from the point of connection with the building plumbing to the discharge terminus of the treatment plants' outfalls. The City Municipal Code and all Ordinances of the City of Fayetteville shall be considered a part of these Standards; and all drawings, profiles, cut sheets, easement documents, and specifications shall conform to the standards and requirements herein established. Addenda and/or revisions to these Specifications may be issued periodically and will be distributed and made available to the public and contractors at the offices of the City Engineer. Users of this text are urged to review the latest revisions or editions to these Specifications to apprise themselves of any changes/revisions. D. Where the requirements of another jurisdictional authority having influence on work outside the purview of the City of Fayetteville are greater than that provided by these Specifications, the work shall conform to the greater requirement of that respective jurisdictional authority. E. The Owners of the project shall be responsible for procuring all necessary permits and licenses, paying all charges and fees, acquiring and recording all easements and giving all notices necessary and incidental to the work. F. All construction projects shall conform to these Specifications for acceptance by the City of Fayetteville. All construction drawings and specifications must be approved by the City of Fayetteville before construction begins. Full time construction observation services shall be provided by the Engineer of I0oo.doc record. Final acceptance testing will be coordinated with the City. The City of Fayetteville shall be given a minimum of forty-eight (48) hours notice prior to the commencement of construction for observation purposes. Notice shall be given no later than 10:00 a.m. the day prior to the activity requiring observation. G. These Specifications are provided with the intent of reducing project document assembly and agency review, and to provide for the highest quality construction methods and materials. H. The Specifications are a result of gathering information on the most current and applicable materials and test data available from sources such as ASTM, AWWA,. AASHTO, etc. As new materials and techniques become available and acceptable, the Specifications may be revised and upgraded. I. These Specifications are written in imperative and abbreviated form. The imperative language is directed at the Contractor, unless specifically noted otherwise. Incomplete sentences shall be completed by inserting "shall", "the Contractor shall", "shall be", and similar mandatory phrases by inference in the same manner as they are applied to notes on the Drawings. The words "shall be:" shall be supplied by inference where a colon (:) is used within sentences or phrases. Except as worded to the contrary, all indicated requirements shall be performed whether stated imperatively or otherwise. J. Questions and comments concerning theses Specifications should be directed to the City Engineers Office, Administration Building, 125 W. Mountain St., Fayetteville, Arkansas, 72701 (479) 575-8206. 1.02 DEFINITIONS A. City — The City of Fayetteville. B. Engineer — The Engineer of record for the Owner or City C. Owner — Any Individual, partnership, firm, corporation or other entity who, as property owner, is initiating the work. D. Provide — Furnish and install, complete in place, operating, tested and approved. E. Products — The materials, systems, and equipment provided by the Contractor. 1000.doc 2 1.03 SUBMITTALS A. Initial submittal for review shall be in PDF format. B. Five hard copies, and one PDF copy of submittal documents must be sent to the Engineer. C. Construction procedures other than those outlined in this specification shall be submitted for approval of the City of Fayetteville. D. Complete specifications covering any unusual or special construction procedures shall be submitted for approval and approval must be received prior to beginning any construction operations. E. A minimum review time of two (2) weeks shall be required on all submittals. 1000.doc 3 (THIS PAGE INTENTIONALLY LEFT BLANK) END OF SECTION 1000 1000.doc SECTION 1200 GENERAL DESIGN STANDARDS PART 1— GENERAL Construction permits shall be obtained from the City Engineer's Office for the installation of all sanitary sewer facilities discharging into the Fayetteville Sanitary Sewer System in accordance with the City Ordinance. Sanitary sewer facilities shall be designed and installed in accordance with the Standards for Sanitary Sewer Design and Construction in the City of Fayetteville. 1.01 DESIGN CRITERIA A. GENERAL All sanitary sewers shall be designed to carry the estimated flow from the area ultimately contributing to the respective reach of the sanitary sewer. The required capacity shall either be established by the City or at the City's option by means of a basin study developed by the Owner or his authorized engineer/designer. In no instance shall a gravity sewer, other than a building sewer, be less than eight (8) inches in diameter. The following design standards for gravity sewers within or contributing to the City of Fayetteville Sanitary Sewer System have been established: 1. Population Density Population density shall be in accordance with the Comprehensive Plan for Fayetteville projected by the Division of Planning for the City of Fayetteville or actual count or character of proposed development, whichever is greatest. 2. Average Family For the purposes of design the average family unit is considered to be 3.0 persons per single family home. 3. Design Flow The design of all sanitary sewer facilities shall be based on future area population growth and land development characteristics and figures provided by the Department ofPlanning including the servicing of existing contiguous developed areas not currently served by sanitary sewers. The values of Average and Peak Flow and Design Population hereby shall be the values which include the future flows and population. The City reserves the right to review and determine the appropriateness and/or applicability of the estimated flow volumes provided. 1200.aoc The following shall be used as a guide: a. Average Design Flows 1) Single Family Residential: The average design flow for single family dwellings shall be one hundred (100) gallons per person per day. 2) Commercial/Industrial/Institutional: Based upon information either submitted by the Owner or developed by the City. These flow volume guidelines may be modified at the City's discretion. b. Peak Design Flow 1) Single Family Residential: The peak design flow for a single family development shall be calculated as follows: 18 + Peak Flow = (Avg. Flow) 4+� Where P is equal to the total Design Population in thousands. 2) Commercial/Industrial/Institutional: The peak design flow from commercial, industrial or institutional developments shall be the average daily flow determined multiplied by 2.5. 4. Infiltration: Sanitary sewer design capacity must include an allowance to carry unavoidable amounts of groundwater infiltration or seepage in addition to the peak sanitary flows. Collector and trunk sewers shall be designed to include an allowance of two hundred (200) gallons per day per inch -diameter -mile of pipe, unless measured or estimated amounts from the upstream exceed this amount. 5. Design Capacities: Collector and trunk sewers shall be designed on the following basis: a. Collector Sewers Twelve (12) Inches and Smaller Peak design flow capacities shall be based on sewers flowing two-thirds (2/3) full. 1200.doc 2 b. Trunk Sewers Fifteen (15) Inches and Larger Peak design flow capacities for trunk or interceptor sewers shall be based on sewers flowing full, without head, using the design population density and appropriate land use determined by the Division of Planning; and shall include an allowance for infiltration which will be reviewed on a case -by -case basis and is subject to the approval of the City. 1.02 MINIMUM PIPE SIZES AND STANDARDS A. PIPE DIAMETER The required diameter of gravity sewers shall be determined by Manning's formula using a roughness coefficient, "n" of 0.013 or the pipe manufacturer's recommendation, whichever is greater. The minimum pipe diameter for gravity sanitary sewers shall be eight (8) inches. B. MINIMUM SLOPES AND VELOCITIES 1. All sanitary collector and trunk sewers shall be designed and constructed to provide a minimum velocity when flowing full of two (2) feet per second. The slope of the sewer pipe shall be such that these minimum velocity requirements are attained. The minimum acceptable slopes for the design and construction of sanitary sewers are as follows: 2. THESE ARE MINIMUM SLOPES REQUIRED OF THE DESIGN. AS CONSTRUCTED SANITARY SEWERS FOUND TO HAVE LESS THAN THIS MINIMUM SLOPE SHALL NOT BE ACCEPTED. Pipe Size* Minimum Slope (inches) (Feet per 100 Feet, %) 8 0.50 10 0.28 12 0.22 15 0.15 18 0.12 21 0.10 24 and greater 0.08 *4" and 6" lines are allowed for building sewers only. For details see UPC (Uniform Plumbing Code), latest edition. 1200.doc 3 C. MINIMUM DEPTH For the protection of the sanitary sewer lines from damage caused by utilities installed after the sanitary sewer has been constructed, the minimum depth to crown of all gravity sanitary sewers shall be 3.0 feet, and the minimum depth to crown of all force main sanitary sewers shall be 3.0 feet. D. BUILDING SEWERS 1. Building sewers shall conform to the latest edition of the Uniform Plumbing Code and to these Standards. 2. The building sewer shall connect to the public sewer at a mainline fitting. Connections to manholes shall only be allowed at upstream terminating manholes or by approval of the City. Inside drop connections to manholes are not allowed. 3. Building sewers requiring a 6 -inch or larger sewer connection shall be connected at a manhole. If an existing manhole is not available, a new manhole must be constructed. 4. Homes or buildings where the lowest elevation to have gravity sewer service is less than 1 foot above the cover of either the first upstream or downstream manhole on the sewer main shall have a cleanout with a pop-up type, non - locking cover at an elevation no less than 6 -inches below the lowest sanitary facility in the structure. 5. Homes or buildings with a slope from the lowest sanitary facility to the public sewer main less than 1 percent shall be served with a pump system. The system shall be purchased, installed, and maintained by the owner. 6. Building sewers within the right-of-way or easement shall be a minimum of four (4) inches in diameter. Building sewers shall have a wye cleanout located within three (3) feet of the building's exterior wall and extended to 3 -inches above grade and shall have a watertight, removable cap. 7. Cleanouts installed under concrete or asphalt paving shall be made accessible by yard boxes or extended flush with pavement with approved materials and be adequately protected. 8. Building sewers installed for future connections shall be terminated at the right- of-way or easement and plugged to ensure 100 percent water tightness. Mark wyes for future connections using detectable tape, tracer wire, and 1/2" x 4' rebar or fence tee -post. 1200.doc 4 1.03 SEWER STRUCTURES A. MANHOLES 1. General a. Manholes shall be installed at the end of each line; at all changes in grade, size, materials or alignment; at all sewer intersections and at the following intervals: Maximum Interval Pipe Diameter Between Manholes (inches) (feet) 8 to 18 400 21 and larger 500 b. Manholes shall be located such that they are readily accessible to sewer cleaning equipment. Access shall be a minimum 10' wide all weather drive surface. 10' wide double gates shall be provided for all fences where manhole access is required. Sewer mains located in easements behind houses without a dedicated, paved alley shall have the manholes located adjacent to the nearest street right-of-way. c. The minimum inside diameter of manholes shall be as stated in Section 3300 -Manholes. d. Flow channels shall be shaped and formed in each manhole to provide a smooth transition of flow from all inlets to the outlet. The bench wall shall be formed to the crown of the inlet and outlet pipes to form a "U" as shown in the Standard Details. e. At changes in sewer alignment and/or sizes, the energy gradient elevation shall not increase. This shall be accomplished by keeping the crown elevation continuous where possible for changes in sewer sizes. f. Minimum drop across the manhole from inlet invert to outlet invert for size on size pipes shall be 0.10' for 0 up to 45 degree change in direction, and 0.20' for 45 to 90 degree change in direction. g. Manholes proposed to be installed in unpaved areas shall be designed and constructed such that the top of the casting is a minimum of three (3) inches and a maximum of five (5) inches above the finished grade to prevent ponding of water over the casting. Positive drainage away from the manhole shall be provided. h. Manholes constructed within a 100-yr floodplain shall be constructed such that the rim elevation is a minimum of 2 -feet above the flood 1200.doc elevation or be constructed with hinged and gasketed covers. Manholes that are within the I00-yr floodplain and also within the ROW shall have hinged and gasketed covers. 2. Outside Drop Connections a. Outside drop pipe connections shall be provided for all sanitary sewers entering a manhole at an elevation greater than twenty-four (24) inches above the invert of the manhole. b. In areas where future residential, commercial, and/or industrial growth can occur, all new manholes 15 feet deep or deeper shall be equipped with up to two (2) outside drop connections of a size and at an elevation to be determined by the City at the time of design to allow for future connections at these points. The drops shall extend from the base to within 10 feet of the final graded surface elevation. NOTE: THIS SHOULD NOT IMPLY THAT EVERY MANHOLE SHALL BE PROVIDED WITH 2 OUTSIDE DROP CONNECTIONS. B. SEWER PUMP STATIONS 1. A construction permit shall not be issued for a sanitary sewer pump station until an economic analysis proves to the satisfaction of the City that the pump station exhibits a lower 20 -year life cycle cost than extending a gravity sewer to the development. 2. The analysis shall be per latest standard practice for least cost (life cycle) as developed by ASTM C1131 and evaluate labor costs, maintenance costs (including parts replacements), operation costs and rehabilitation costs. The analysis shall take into consideration both interest and inflation rates. 3. The following minimum assumptions shall be made when calculating life cycle costs. a. Pump Station Routine O&M labor = 50 hrs/year @ $40/hr b. Effective Energy Costs = $0.25/kWhr c. Interest Rate = 5% d. Inflation Rate = 3% e. Replace pumps in year 11 4. In the event that a pump station is more cost effective than gravity sewer, the operation and maintenance expenses for the pump station must be paid in addition to the monthly sewer service charges paid by the benefiting customers. The Developer must pay, in advance, the present value of the 1200.doc 6 estimated operation and maintenance costs for the estimated service life of the pump station. The estimated service life shall be 20 years. 5. If a pump station is more cost effective, the City of Fayetteville reserves the right to cost share with the developer to pay for a gravity sewer extension in lieu of a pump station. 1.04 EASEMENTS AND DEEDS A. GENERAL 1. Whenever possible, sanitary sewers shall be constructed within the public right- of-way. Should the construction be outside the limits ofthe public right-of-way, recorded sewer easements shall be acquired, dedicated and recorded solely for the benefit of the City. Easement boundaries shall be so shown on the plans and specifications as "Water and Sewer Easement" in lieu of "Utility Easement". Sanitary sewers may be constructed within "platted" utility easements if the work is performed in conjunction with a development approved by the City. 2. The minimum permanent easement widths to be dedicated to the City are as follows: Minimum Depth of Sewer from Finished Grade Easement ft) up to lO feet 20 > 10 feet to 20 feet 25 greater than 20 feet 30 3. All sanitary sewers shall be centered in the easement. For those sanitary sewers constructed in the public right-of-way, the easement shall extend the distance outside the right-of-way necessary to provide the required easement width. Sewers not centered in the easements shall have an easement width equal to 1/2 that designated above on each side of the easement. 4. A minimum 50 foot by 50 foot deeded property shall be provided for all submersible lift stations with wet wells up to 20 feet deep. Deeds for lift stations with wet wells greater than 20 foot deep and/or wet well/dry pit lift stations shall be handled on a case by case basis. 5. The sewer easements shall be exclusively under the discretion and control of the City. Ingress and egress shall be available to the City's crews at all times. No utility companies are allowed to use the sewer easements for installation of their utility lines without the expressed written permission ofthe City. All plan sheets 1200.doc 7 shall clearly identify the sanitary sewer easement and the location of all other proposed utilities. The horizontal and vertical plans shall identify all utilities proposed to cross the sanitary sewer easement. 1.05 DRAFTING STANDARDS A. GENERAL These standards have been established for the purpose of ensuring uniformity in the design and drafting techniques of projects to be submitted for review and acceptance. 1. All projects submitted shall have a title sheet which shall include: a. General overall area map; b. Vicinity location map; c. A site plan map detailing the project; d. Name/title of project including section number if applicable; e. Owner and Engineer's name; and f. Professional Engineer's seal and signature. 2. All plan and profile sheets are to be certified and dated by a professional engineer of the State of Arkansas. 3. All sheets are to be numbered, with total number of sheets included; i.e., sheet 4 of 12. 4. Include detail sheet(s)/specification sheet(s), as applicable. 5. Design drawings shall be 22 -inch by 36 -inch, or 24 -inch by 36 -inch. B. SCALES The following scales for drawings are required: 1. Plan and profile: variable; not to exceed 1" = 50' horizontal 1" = 10' vertical 2. Cross sections: 1" = 10' horizontal and vertical. 1200.doc 8 C. LETTERING Minimum sizes for lettering shall be: 1. Titles: 1/4' or larger. 2. General: 1/8" or larger. D. MATERIALS High quality bonded paper shall be used for all originals and reproduction "originals" to be submitted as record drawings. Any drawing deemed not usable by the City Engineer will be rejected. E. F. ORIENTATION Drawings shall be situated so that north is either toward the top or toward the right side of the sheet. The north arrow shall be clearly visible. PLAN AND PROFILE DRAWINGS All plan sheets shall include the following information when applicable: 1. A north arrow; 2. The scales used; 3. Project name and number, sheet number, date drawn, date and nature of revisions; 4. All topography in the area affected by construction; 5. Right-of-way lines, property lines and easements; 6. Locations of benchmarks and their descriptions; 7. Locations of all existing and proposed utilities in the project area; and 8. Match lines shall be easily identifiable. All profiles shall include the following: I. Existing and finished grade lines; 2. Inverts at all manholes; 3. Length and size of pipe between manholes; 4. Slope of pipe in percent; 5. Elevations to USGS datum; 6. Top of casting elevations; 7. Types of materials used; 1200.doc 9 8. Profile of existing and proposed utilities; and 9. Special construction required due to unfavorable soil conditions. G. SEWER PUMP STATION DRAWINGS Sewer pump station drawings shall, at a minimum, contain the following: 1. At least two views of the station, plan view and cross section; 2. Electrical panel detail; 3. All electrical designs shall be sealed by a licensed electrical engineer; 4. Pump and alarm control elevations; 5. Inlet and outlet pipe elevations; 6. Finished grade and foundation elevations; 7. Special construction required due to unfavorable soil conditions; 8. Design pump capacity, rated horsepower, total dynamic head, manufacturer and model number; 9. Wetwell capacity and cycle time; 10. Also, the Engineer shall submit a copy of the head discharge curve and the complete design calculations for the lift station and force main; and 11. Fence and access drive detail. H. USE OF STANDARD SYMBOLS AND NOTATIONS Sanitary sewer plans shall be prepared using standard symbols and notations commonly used in the practice of civil engineering. If necessary, legends shall be provided to define the symbols used. 1.06 RECORD DRAWINGS A. DATUM RE UIREMENTS 1. Horizontal Datum: NAD83 (1986) Arkansas State Plane, North Zone, US foot (Grid System). 2. Vertical Datum: NAVD88 (feet) B. TOLERANCES 1. Horizontal: +/- 0.5 feet 2. Vertical: +/- 0.05 feet 1200.doc 10 C. Sanitary sewer drawings submitted as record ("as -built") drawings shall have the following items surveyed after construction and shown on the drawings: 1. Manholes, location and rim elevation 2. Pipe material, diameter, and invert elevations 3. Sewer main percent slope (calculated and setting from pipe laser) 4. Lateral connections. Lateral measurements shall be indicated by their distance from the downstream manhole in the form of stationing. Lateral stationing shall begin at 0+00 at each downstream manhole. 5. Location of capped service lines 6. Cleanouts (if installed during construction) 7. Location of fittings, valves, and valve boxes on force mains 8. TV video (DVD format) and logs shall be delivered to the City of Fayetteville D. All sheets shall have the phrase "as -built" or "record drawing" boldly printed on them with the as constructed date, and shall be stamped and signed by a professional engineer registered in the State of Arkansas. Record drawings shall be submitted in hard copy, .dwg electronic format, and .pdf electronic format. 1.07 PROTECTION OF WATER SUPPLIES A. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid at least ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot separation, the appropriate reviewing agency may allow deviation on a case -by -case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 -inches above the top of the sewer. B. Sewer lines installed under a water line must have a clear distance between pipes of at least eighteen (18) inches. C. The sewer line shall be installed such that ajoint of pipe is centered along the water line and the joints are as far as possible from the water line. D. If 18 -inches of clearance cannot be provided or when the water main must pass under the sewer main, either the sanitary sewer main or the water main shall be encased in twenty (20) feet of watertight encasement pipe, centered over the point of crossing. Crossings that are not perpendicular will require more than twenty (20) feet of encasement. The encasement shall extend a minimum of ten (10) feet perpendicular from the outside edges of the line that is not being encased. The ends of the encasement pipe shall be sealed watertight. Refer to Section 3400 — Utility Line Bores for end seals. I200.doc 11 1.08 EXISTING UTILITY STRUCTURES AND FACILITIES The drawings shall show the location of overhead and underground utility lines and existing sewers according to the best information presented and available. Drawings shall be submitted to the utilities and shall have indicated to the best of their records the locations of their facilities and the route of the proposed sewer. 1.09 UTILITY COORDINATION It is the responsibility of the Owner or his authorized representative to coordinate with and get approval from the various UTILITIES, including other Departments of the City. Further, it is the responsibility of the Owner to get authorization to encroach upon any other utilities' easement(s) and secure such recorded encroachment as a requirement for dedication of the sanitary sewer system. 1.10 SANITARY SEWERS CROSSING DRAINAGE WAYS A. Sanitary sewers shall be encased in steel encasement pipe wherever the sanitary sewer crosses under, through, or over a drainage way (i.e. creeks, rivers, streams, concrete channels, etc.). Wherever applicable, the sanitary sewer crossing the drainage way shall be pressure tested to assure 100 percent water tightness prior to backiiling. B. Sanitary sewers crossing under all concrete storm drains, or any storm drain 30 -inch diameter and larger, or all storm drains with multiple pipe runs, shall be encased a minimum of 5 feet either side of the storm drain. C. End Seals shall be used on all encasement pipes. 1200.doc 12 Attachment to Section 1200 SOME WASTEWATER FLOWS* Gallons Per Person of Wastewater Per Day Type of Establishment* Unless Otherwise Noted 1. Institutions other than hospitals 180 - 120 2. Schools (without gym and showers) 15 3. Schools (with gyms and showers) 25 4. Organization camps only a. With showers and handwashing facilities 20 + b. With toilets, showers and handwashing facilities 40+ +Cooking or central food service included. 5. Campgrounds a. With individual sewer connections (per site) 100 b. With community building only (per site) 50 6. Mobile home parks (per mobile home park space) 200 7. Motels and hotels (per room) 100 8. Restaurants along an interstate or major highway; 24 -hour 70 operation (per seat) 9. Restaurants; 24 -hour operation (per seat) 50 10. Restaurants; less than 24 -hour operation (per seat) 35 11. Bars and cocktail lounges (per seat) 35 12. Bowling alleys (per alley) 100 13. Places of employment (does not include industrial waste, per 15-35 employee per shift) 14. Day workers at offices 15 15. Picnic parks and areas 5 16. Drive-in theaters (per ramp parking space) 7 17. Service stations (per vehicle served) 10 1200.doe 13 Gallons Per Person of Wastewater Per Day Type of Establishment* Unless Otherwise Noted 18. Swimming pool bathhouse (per person) 10 19. Private dwelling (per dwelling) 315 20. Apartments a. One bedroom (per apartment) 200 b. Two bedroom (per apartment) 300 21. Shopping center (where stores are not known) per square foot 0.45 building area 22. Churches a. Without kitchen (per sanctuary seat) 3 b. With kitchen (per sanctuary seat) 5 23. Beauty salon 35 24. Day care center 20 * The flows listed indicate a reasonable approach for the type of establishment referred to. Additional considerations will be necessary in some cases. For uses not mentioned in this table, flow estimates should be submitted for preliminary design review and possible approval prior to proceeding with final plans. END OF SECTION 1200 1200.doc 14 SECTION 2000 TRENCH SAFETY PART 1- GENERAL 1.01 WORK INCLUDED A. The Contractor and the Owner are responsible for the ensuring that safe working conditions exist and safety procedures are being followed at the work site. The Contractor is responsible to notify OSHA of the commencement of all sewer construction. B. If the Contractor is working for any public body (state agency, county, municipality, school district, or other local tax unit or improvement district), they shall be responsible for notifying the Arkansas Department of Labor Safety Division, (501) 682-9091 when sanitary sewer construction jobs are to begin. A copy of a letter or reporting form shall be sent to the City of Fayetteville Engineering Division. C. Regarding Trench Safety Systems, the Contractor shall design, install, and maintain a "Trench Safety System" in strict compliance with OSHA (Occupational Safety and Health Administration) Part 1926 of the Code of Federal Regulations and all other applicable federal, state, and local requirements. 2000.doc (THIS PAGE INTENTIONALLY LEFT BLANK) END OF SECTION 2000 2000.doc SECTION 2100 EROSION AND SEDIMENT CONTROL PART 1- GENERAL 1.01 WORK INCLUDED A. The Contractor shall accomplish temporary and permanent erosion protection related to grubbing, grading, excavation, paving, and other work as directed by the Engineer and as shown on the approved drawings. An erosion control plan shall be submitted to the Engineer prior to the commencement of construction. B. The Contractor is responsible for implementing Best Management Practices (BMPs) during construction activities, (including, but not limited to, sediment and erosion control structures) and achievement of final stabilization upon completion of construction activities. C. The Contractor shall be responsible for implementing all applicable requirements of the ADEQ General Stormwater Permit for Construction Activity, the Spill Prevention Control and Countermeasures Plan (SPCCP), as required by USEPA, local Municipal Separate Storm Sewer requirements, and all other environmental regulatory requirements that are associated with the construction activities that they are contracted to perform. The Contractor is responsible for managing all materials, equipment, and activities at the work site in a manner that is in compliance with local, State, and Federal environmental regulations. PART 2— PRODUCTS Not used PART 3— EXECUTION 3.0 TEMPORARY EROSION CONTROL The Contractor shall construct temporary berms, dikes, dams, ditching or sediment basins, and maintain such control features until permanent erosion control features are placed all in accordance with the City or State "Erosion Control Standards". 2I00.doc 3,01 SILT FENCES A. Silt Fences: In areas where silt fencing is required, Contractor shall use the following installation specifications: 1) Posts for silt fences shall be 2 -inch diameter pine, 2 -inch diameter oak, or 1.33-lb/linear ft. steel with a minimum length of 3 feet. 2) Contractor shall use silt fence geotextile fabric specifications, in accordance with Section 625 of the Arkansas 2003 Standard Specifications for Highway Construction: Type 3 or Type 4. Only those fabric types specified for use as silt fence by the manufacturer shall be used. 3) Filter fabric shall be stretched and securely fastened to the fence with wire fasteners, staples, or preformed clips. 4) Fabric shall be attached to "upgradient" side of posts to prevent stormwater flow from tearing fabric from posts. 5) All silt fences shall be installed at level grade following contours. Both ends of each fence section shall be extended at least 8 feet upslope at 45 degrees to the main fence alignment to allow for pooling of water and prevent stormwater runoff from flowing around end of silt fence. 6) Ends of a silt fence shall be tied into the landscape to prevent flow around the end of the fence before the pool reaches design level. Contractor shall provide stabilized outlets to protect the fence system and release storm flows that exceed the design storm. At fabric ends, both ends shall be overlapped a minimum of 6 inches, folded, and secured to the fence. The fabric toe should be placed in the bottom of the trench, backfilled, and compacted. 7) Contractor shall be responsible for maintenance of silt fences. Silt accumulations shall be removed before they reach 1/3 of the silt fence height. Silt fences shall be replaced, as necessary, should they fail to achieve adequate sedimentation control. 8) Contractor shall ensure that the depth of impounded water does not exceed 1.5 feet at any point along the silt fence. 9) The design life of a synthetic silt fence should be approximately 6 months. 2100.doc 2 10) The slope length is the distance from the fence to the drainage divide or the nearest upsiope channel. The maximum slope length above silt fence shall not exceed the following dimensions: Maximum Slope Length (ft) Above Fence Sloe — Percent 18 -Inch High Fence 30 -Inch High Fence 2 (or Less) 150 500 5 100 250 10 50 150 15 35 100 20 25 70 25 20 55 30 15 45 35 15 40 40 15 35 45 10 30 50 10 25 11) "Super" silt fence with chain -link fencing or 2 -inch by 4 -inch wire backing shall be used to control runoff from small disturbed areas where the maximum slope lengths for standard 18 -inch or 30 -inch silt fence cannot be met and sufficient room for construction of sediment traps or basins does not exist. 12) "Super" silt fence shall not be used in areas where rock or rocky soils prevent the full and uniform anchoring of the fence or proper installation of the fence posts. It shall be used only where access exists or can be made for the construction equipment required to install and remove the fencing. 13) Wire reinforcement for "super" silt fence shall be a minimum 14 gauge and a maximum mesh spacing of 4 inches. 14) The maximum slope length above any "super" silt fence should not exceed the following dimensions: Slope Percent Maximum Slope Length (ft) 2 (or less) 1,000 5 500 10 300 20 200 30 100 40 75 50 50 15) Poles for "super" silt fence shall be 2.5 -inch diameter galvanized or aluminum posts, or 4 feet long steel "T -posts", set at 6 -feet maximum spacing. Poles 2100.doe 3 shall be driven a minimum 18 inches below the ground surface and extend a minimum of 30 inches above the ground surface. 16) The "super" silt fence shall be entrenched into an 8 -inch deep trench and the disturbance on the downslope side shall be minimized. The bottom of the trench should be at level grade. Maximum deviation from level grade should be 5 percent, and not extend for more than 50 feet, where practicable. 17) "Super" silt fence shall be installed at level grade. Both ends of each fence section shall be extended at least 8 feet upslope at 45 degrees to the main fence alignment to allow for pooling of water. 18) Silt fence shall be installed so as to serve a 10 -year peak storm event. A 10 - year, 24 -hour peak storm event equates to approximately 5 inches of rainfall, resulting in 2.3 inches to 4.9 inches of runoff. 19) Silt accumulations shall be removed before they reach 1/3 of the silt fence height. 3.02 STRAW BALE CHECK DAMS A. According to the EPA-BMP Manual, the use of hay bales in concentrated flow areas is not recommended as a best management practice. B. Contractor shall use straw bale check dams only where the following conditions apply: 1) Where contributing area is approximately 1/2 acre, or less. 2) Where there is not concentration of water in a channel above the barrier. 3) Where length of slope above the barrier is less than 100 feet. 4) Where straw bales are used in conjunction with silt fence. C. Straw bales shall not be used on high silt producing areas, above high -risk areas, where water concentrates, or where there would be a possibility of a washout. D. Straw bales shall not be used in excess of a three-month time period. If construction continues beyond this time period, the existing straw bales shall be replaced with new bales. 2100.doc 4 E. Contractor shall install straw bales to the following specifications: 1) Anchors shall be No. 5 reinforcing bars, 2 inch x 2 inch oak stakes, or steel pickets. 2) A trench shall be excavated along the areas where straw bales will be used to a depth of 4 inches and to the width of one straw bale. The straw bales then shall be placed in the trench with excavated material placed on upgradient side of the check dam and compacted. 3) Straw bales shall be anchored with a minimum of 2 stakes or rebars per bale, driven into the underlying soil, making sure that the binding wire or twine is facing the sides and not touching the soil. The first stake into each bale shall be driven toward the previously laid bale to force them together. 4) Spacing between the bales shall be tightly chinked with loose straw and overlapped with an additional straw bale. 5) Ends of a check dam shall be angled outward and upgradient to prevent flow around the end of the check dam before the pool reaches design level. 6) After straw bales are in place the excavated soil shall be backfilled against the upsiope side of the straw bales to a height of 4 inches after compacting. 7) Straw bales shall be routinely inspected to determine if any repairs or replacements to the straw bales are needed. If it is determined that the straw bales need to be repaired or replaced, the work will occur immediately. Silt accumulations shall be removed before they reach 1/3 the barrier height. 3.03 WATTLES A. Wattles are a sediment and stormwater velocity control device. They are tubes of straw, rice straw, or coconut husk encased in ultraviolet (UV) degradable plastic netting or 100% biodegradable burlap material. Wattles help stabilize slopes by breaking up the length, and by slowing and spreading overland water flow. B. Wattles may be suitable along the toe, top, face, and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow; at the end of a downward slope where it transitions to a steeper slope; along sidewalks and curbs to prevent sediment from washing into gutters; around storm drains and drop inlets; down -slope of exposed soil areas; and around temporary material spoil and stockpiles, such as topsoil and for streambank (sensitive area) protection. 2100.doc C. Contractor shall install wattles to the following specifications: 1) Installation of wattles begins by constructing a shallow trench, 2 to 4 inches deep, and shaped to accept the wattle, along the contour of the slope. All debris (rocks and clods) that would prevent close contact between the wattle and soil should be removed. The wattle is placed in the trench, and excavated material from the trench is packed tightly along the base of the wattle, on the uphill side. The wattle should be secured with 1 -inch by 1 -inch wooden stakes. The stakes should be placed at a 4 -foot spacing and driven in perpendicular to the slope through the center of the wattle leaving less than 2 inches of stake exposed above the wattle. The terminating ends of each wattle installation should be turned uphill a minimum of 6 inches to prevent runoff from flowing around the ends of the wattle. 2) Flat ground application. Install along sidewalks and behind curbs, fitting tightly against the concrete before backfilling, then backfill the wattle to create a trench. 3) Storm drain inlet protection. Wattles placed along the back of curb should be offset, as required to go around structures such as curb intakes that project behind the back of curb. At these locations, the wattle should be placed behind the structure (not over it) and shaped to direct water around either side of the structure to prevent ponding. At area intake locations, a shallow trench should be constructed I to 2 feet away from the edge of the intake. The wattle should be placed in the trench and firmly staked in place. 4) Slope application. Wattles should be installed on the contour from the bottom of the slope upward. 5) Materials. Wattles can be made from straw, rice straw, coconut husk, or other approved material. The netting consists of biodegradable burlap or ultraviolet (W) degradable plastic netting. Straw should be Certified Weed Free Forage, by a manufacturer whose principle business is wattle manufacturing. Coir (coconut fiber) can be in bristle and mattress form, and should be obtained from freshwater cured coconut husk. 6) Application. Wattles are available in a variety of diameters ranging from 9 inches to 20 inches. The most common sizes are 9 and 12 -inch wattles. The allowable spacing for these diameters shall be, as follows: Slope Spacing Intervals(ft) 9" Diameter 12" Diameter <4:1 20 40 2.1 to 4.1 15 30 2:1 or greater 10 20 2100.doc 6 7) For soft, loamy soils, the spacing interval should be decreased. For hard, rocky soils, the spacing interval may be increased. 8) For highly erosive soils, and for slopes 2:1 or greater, an additional row of wooden stakes should be provided on the downhill side of the wattle. 9) Maintenance. Repair or replace split, torn, unraveling or slumping wattles. If the wattle is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the wattle must be periodically removed when accumulation reaches one-half the designated sediment storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground in order to maintain effectiveness. If wattles are used for reduction of slope length, sediment removal should not be required as long as the system continues to control the grade. Additional sediment control practices are required to be used in conjunction with this type of application. 3.04 PIT/TRENCH DEWATERING A. Water removed from open pits and/or trenches shall have silt removed prior to leaving the immediate site of construction. Silt shall be removed by natural vegetation, a straw bale trench dewatering inlet device, settling pond, filter bag, a rock/geotextile fabric sediment trap/basin, or other appropriate sediment control measure. Water filtered through a basin shall not violate any water quality standard and shall have efficient sediment/silt removal prior to discharging to a waterbody. B. Contractor shall be responsible for providing adequate number of pumps for prompt and efficient dewatering. Ends of discharge hoses shall be provided with flow dispersion and filtration devices to prevent scouring of surface soils, discharge of turbid water, and/or washout of stream banks. Discharges from dewatering activities shall not be conveyed into or upon any roadside ditch, curb and gutter, street or publicly used thoroughfare. C. The direct discharge of silty/muddy water to a stream is strictly prohibited. D. The direct discharge of silty/muddy water off of the project site is strictly prohibited. E. The direct discharge across areas of equipment access points and/or construction haul roads is strictly prohibited. F. Contractor is solely responsible for adequate maintenance of dewatering filtration and sedimentation structures to assure they are working in an efficient manner. 2100.aoc 7 3.05 OTHER CONTROLS A. A dedicated concrete truck wash out area shall be maintained to include adequate containment to prevent runoff of concrete truck wash water. Concrete truck drivers shall be notified to use wash out area. B. Contractor shall follow the appropriate waste storage and disposal practices, as per applicable environmental regulatory requirements. Solid waste dumpsters/roll-offs, or other appropriate waste receptacles will be maintained and used at the site. Good housekeeping practices will preclude trash, construction wastes, and debris to be dumped or scattered on the construction site. There shall be no open burning of any waste material. No solid materials, including building materials, shall be discharged to waters of the State. C. No liquid waste chemicals, fuels, and/or oils are to be leaked or spilled on ground surfaces. Bulk storage of liquid chemical wastes will be provided with secondary containment with a capacity sufficient to contain the volume of the largest container within the secondary containment. All waste materials shall be stored in a manner to prevent releases and should be disposed of by a qualified waste disposal firm at an acceptable waste disposal facility. Records of the disposal of all solid, hazardous, non -hazardous, and liquid wastes are to be maintained by the Contractor. Contractor shall notify the Engineer of any spills or leaks that occur in spite of the preventive measures taken. Contractor will prepare a report of any spills or leaks in accordance with the reporting and recordkeeping measures described in the BMPs. No contaminants from fuel storage areas, hazardous waste storage and truck wash areas shall be discharged to waters of the State. These areas should not be located near a water body, if there is a water body on or near the project. D. Contractor shall maintain compliance with applicable State and/or local sanitary sewer, septic system, and waste disposal regulations. E. Used and/or waste oil generated from equipment maintenance is exempt from the hazardous waste rules, as long as it is transported offsite to be recycled/reused. Contractor shall be responsible for disposal of waste oils, fuels, and fluids at a recycling/reuse facility and shall provide written documentation of the final waste disposal method and facility location, including EPA identification number of transporter and disposal facility to the Engineer. F. Off -site vehicle tracking of sediments and the generation of dust must be minimized. Measures such as stone at construction access points, parking areas, and unpaved roads that carry significant amounts of traffic (e.g. more than 25 vehicles per day), providing entrance wash racks or stations for trucks, and/or street sweeping shall be implemented where appropriate. Application of water to construction haul roads should be done, as appropriate, to control dust generation. Application of excessive levels of water that create mud should be avoided. 2100.doc 8 3.06 PERMANENT EROSION CONTROL A. The Contractor shall incorporate permanent erosion control features into the project at the earliest practicable time as the construction progresses all in accordance with the City or State "Erosion Control Standards", and the following as necessary: 1. EROSION CONTROL FABRIC a. The fabrics shall act to block the force of rain and act as a mulch. b. The mat shall be clean and weed free using biodegradable materials that will not leave a residue. c. The application of the specific seed, lime, and fertilizer shall be applied immediately before laying the fabric. d. The fabric shall be laid according to the manufacturer's recommendations and as approved by the City. 2. RIPRAP a. Riprap shall be placed where indicated on the approved plans and in accordance with the State of Arkansas Highway Standards. b. The type of riprap required shall be indicated on the approved plans and as directed and approved by the City. 3. SEED/SOD a. Seed mixtures and mulched seeding shall be placed as early as practicable to keep the area of bare soil exposed at any one time by construction operations to a minimum. b. Sod shall be placed as shown on the approved Drawings and as directed by the City. c. Seed and sod shall be placed according to Section 6100. 4. GABIONS (STONE FILLED) a. Gabion materials shall be non -corrosive, high strength polyethylene, or galvanized steel. b. Stone fill material shall be placed in the gabion by hand. The stone shall be hard durable rock not less than three (3) inches. 2100.doc 9 c. The gabion shall be constructed, installed, and filled as recommended by the manufacturer and as directed by the City. 3.07 APPROVED ALTERNATIVES A. The Contractor may use alternate permanent erosion control protection methods only with written authorization from the City. END OF SECTION 2100 21 oo.doc 10 SECTION 2200 SITE PREPARATION PART1-GENERAL 1.01 WORK INCLUDED A. Excavation, grading, cutting and removal of trees, shrubs and underbrush, and the removal of any debris existing above natural ground surface and within the cleared area necessary to permit the construction of the improvements. 1.02 RELATED WORK A. Section 3100 - Sanitary Sewer Pipelines B. Section 3200 - Sanitary Sewer Service Lines C. Section 3300 - Manholes D. Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes and Service Lines 1.03 PROTECTION A. In all cases the Contractor is responsible for protecting public and private property: and, protecting any person or persons who might be injured as a result of the Contractor's work. B. All utilities shown on the plans may not represent the exact location: however, the Contractor is responsible for verifying these locations and contacting the Arkansas One Call System before excavating. PART 2- MATERIALS Not used PART 3- EXECUTION 3.01 GENERAL A. The Contractor will be required to submit a plan to build access roads/trails for approval by the Engineer. 2200.doc 1 B. It shall be the responsibility of each bidder to examine the site carefully and make his own calculations as to costs to be incurred by reason of the requirements of this section. C. Trees, shrubs, underbrush and debris removed from the improvement right of way shall be disposed of by the Contractor in a manner approved by the City. 3.02 SITE PREPARATION A. Clear areas necessary for performance of the work and confine operations to that area provided through easements, licenses, agreements and rights -of -way. Entrance upon any lands outside of that area provided by easements, licenses, agreements or public rights -of -way, shall be at the Contractor's sole liability. B. Do not occupy any portion of the project site prior to the date established in the Notice to Proceed without prior approval of the Owner. C. Contractor shall be aware of certain requirements by individual property owners as stipulated in easement documents pertaining to the project. D. Remove, relocate, reconstruct or work around natural obstructions, existing facilities and improvements encountered during site preparation as herein specified. Take care while performing site preparation work adjacent to facilities intended to remain in place. Promptly repair damage to existing facilities. Dispose of waste materials in a satisfactory manner off the work site. E. Protect, move, or brace public and private utilities as required by the affected utility. F. Maintain mailboxes in the manner that the Postal Service requires to prevent interruption of mail delivery. G. Site preparation includes the removal of trees, shrubs, brush, crops, and other vegetation within the limits of the easements (right-of-way), or as may be provided for in licenses, permits and agreements. All efforts shall be made to retain existing landscaping. In the event that trees, shrubbery, and hedges cannot be saved, then prior approval of the Owner and the Owner's Representative must be obtained before the existing landscaping is removed. 1. Trees All trees shall be saved unless removal is approved by the City and the Inspector. Trim trees in accordance with the City's instructions. 2200.doc 2 2. Shrubbery Shrubbery shall be saved unless removal is approved by the City and the Owner's Representative. Make reasonable efforts to save all shrubbery by trimming, in accordance with acceptable pruning practices, and treating wound surfaces with a commercial pruning compound. 3. Small Plants and Flowers a. At least two weeks prior to the start of construction, notify property owners of the proposed starting date so that the property owners can remove any small plants or flowers. 4. Protection of Existing Facilities a. The Contractor shall notify all property owners in the immediate vicinity of the construction area that may be affected by the construction activities a minimum of 24 -hours before starting work in that area. The notification shall include a description of the work, work hours, and a 24 -hour contact name and number for the contractor. b. Fences interfering with construction, and located within public rights -of -way or as may be allowed for in permits or agreements, may be removed only if the opening is provided with a temporary gate which will be maintained in a closed position except to permit passage of equipment and vehicles, unless otherwise herein specified. Fences within temporary construction easements may be removed provided that temporary fencing is installed in such a manner as to serve the purpose of the fencing removed. c. Fencing removed shall be restored to the condition existing prior to construction unless otherwise specified. The Contractor is solely liable for the straying of any animals protected or corralled or other damage caused by any fence so removed. d. Driveways and driveway approaches removed or damaged during construction shall be restored to the original condition or better condition prior to construction. e. Make every reasonable effort to protect private sewer facilities. Private sewer facilities may not be shown on the Plans. f. Preserve property corners, pins and markers. In the event any property corners, pins, or markers are removed by the Contractor, such property points shall be replaced at the Contractor's expense 2200.doc 3 and shall be re -set by competent surveyors properly licensed to do such work. In the event such points are section corners or Federal land corners, they shall be referenced and filed with the appropriate authority. g. Where existing utilities and service lines are encountered, notify the owner thereof at least 48 hours (not including weekends and/or holidays) in advance of performing any work in the vicinity. h. Excavate, install pipeline and backfill in the vicinity of such utilities in the manner required by the respective owner and, if requested, under his direct supervision. The Contractor shall be responsible for damages to a public or private utility that may occur as the result of the construction. i. Protect, move, or brace public and private utilities as required by the affected utility. j. Make a reasonable effort to ascertain the existence of obstructions and locate obstructions by digging in advance of machine excavation where definite information is not available as to their exact location. Where such facilities are unexpectedly encountered and damaged, notify responsible officials and other affected parties and arrange for the prompt repair and restoration of service. END OF SECTION 2200 2200.doc 4 SECTION 2300 EXCAVATION, BACKFILLING, AND COMPACTING PART 1- GENERAL 1.01 WORK INCLUDED A. Excavation, backfilling, and compaction for sanitary sewer pipelines, service lines, manholes and incidental construction. 1.02 RELATED WORK A. Section 3100 - Sanitary Sewer Pipelines B. Section 3200 - Sanitary Sewer Service Lines C. Section 3300 - Manholes D. Section 6000 - Pavement Repair E. Section 6100 - Lawns & Grasses 1.03 QUALITY ASSURANCE A. One moisture/density relationship test (AASHTO T-99 with Note 7, or AASHTO T-180 with Note 8) shall be taken at the beginning of the project, and one additional moisture/density relationship test shall be taken for every 5,000 cubic yards of imported material. ASTM testing methods for moisture/density relationships may not be used for embankment and subgrade materials. B. Determine the field density of backfill in accordance with AASHTO Designation T-147. C. A minimum of one density test per 500 lineal feet of pipe or portion thereof when the pipe is located in the street or under the curb and gutter. 1.04 REFERENCES Not Used. 2300.doc 1 1.05 PROTECTION A. The Work included in this Project may require excavation and related activities in close proximity to existing buried and aerial utility lines and facilities, such as water lines, sewer lines, storm drains, natural gas lines, electrical power lines, telephone cables, and TV cables. Where their presence is known, the approximate location of such utilities is shown on the Drawings, but all such utilities and individual service lines are not shown. The Contractor shall be aware of the potential for such utility lines to conflict with intended construction efforts, and the Contractor shall use appropriate precautionary measures to locate and protect such utility lines and services so as to avoid damage and interruptions to service. B. The Contractor shall contact the owners of the various existing utilities lines and services as may be affected by the construction and solicit their assistance in identifying, locating, marking, and protecting these facilities prior to the beginning of any excavation or other work which might endanger the existing utilities. If such utilities are damaged or impaired because of the Contractor's actions or omissions, the Contractor shall be responsible for the cost of repairs or replacements of the affected or damaged utility or service line. C. The Contractor shall comply with the Arkansas One -Call System and shall alert potentially conflicting utility systems accordingly. D. In all cases, the Contractor is responsible for protecting public and private property; and, protecting any person or persons who might be injured as a result of the Contractor's work. 1.06 DUST CONTROL The Contractor shall be responsible for maintaining the site and adjoining paved surfaces in a dust free condition. Fugitive dust control is the sole responsibility of the Contractor. 1.07 SEDIMENT CONTROL The Contractor shall be responsible for all sediment control in accordance with Section 2100— Erosion and Sediment Conrol. PART 2- PRODUCTS 2.01 EMBEDMENT MATERIALS - GENERAL A. Embedment materials are restricted to materials as described below. 2300.doc 2 B. Gravel material for select backfill across streets, roads, driveways, and for placement of "gravel" surfaced areas, shall be Class 7 material conforming to the Standard Specifications of the Arkansas Highway & Transportation Department, latest edition. 2.02 CLASS I EMBEDMENT MATERIAL Class I embedment material shall be in accordance with ASTM D 2487, latest edition and shall conform to class IA embedment materials in accordance with ASTM D 2321, latest edition. Material shall meet the grading requirements of ASTM C 33, gradation 67, commonly referred to as ASTM #67 or 3/4" concrete aggregate. Maximum aggregate size shall be 3/4 inch. This includes materials such as crushed stone or rock. 2.03 SELECT NATIVE BACKFILL MATERIAL Select native material shall be good earth, sand, or gravel that is free from large rocks or hard lumpy materials. Never use materials of perishable, frozen, spongy or otherwise unsuitable nature as select material. 2.04 FLOWABLE FILL MATERIAL Flowable fill material for select backfill across streets, roads, and driveways shall be Flowable Select Material conforming to the Standard Specifications of the Arkansas Highway & Transportation Department, latest edition. 2.05 RIPRAP Riprap material for bank stabilization and erosion control shall conform to the Standard Specifications of the Arkansas Highway & Transportation Department, latest edition. Riprap shall be designed by an Engineer for the application, including area, size, and depth of placement. PART 3- EXECUTION 3.01 EXCAVATION - GENERAL A. All excavation shall be carried accurately to the line and grade shown on the Drawings and as established by the Engineer. B. When excavation is necessary to be carried below or beyond that which is required, fill the over -excavated space with compacted Class I material, or with concrete as approved by the Engineer. C. The Contractor shall use a trench box or provide and install shoring where necessary to protect the labor, the work, or adjacent property. Shoring shall be maintained in place until the backfill has proceeded to a point where it can be safely removed. 2300.doc 3 D. Dewater all excavations before any construction is undertaken in accordance with Section 2100 of these specifications. E. Install pipe only in dry trenches. Place concrete upon dry, firm foundation material only. 3.02 DISPOSAL OF EXCAVATED MATERIALS A. The Contractor shall be responsible for disposal of excess material, or disposal of excavated material unsuitable for backfilling. B. Disposal of excess material shall only be allowed on private property with written permission of the owner of the property. A copy of the written permission must be forwarded to the Engineer along with any permits as may be required by the governing authority, city or county. Grading permits are required for any disposal within the City of Fayetteville city limits. 3.03 SEWER FLOW CONTROL A. Plugging or Blocking: A sewer line plug shall be inserted into the line upstream of the section or sections being worked. The plug shall be so designed that all or any portion of the sewerage can be released. After the work has been completed, flow shall be restored to normal. B. Pumping and Bypassing: The Contractor shall supply the pumps, conduits, and other equipment to divert the flow of sewage around the manhole section or sections in which work is to be performed. The bypass system shall be of sufficient capacity to handle existing flow plus additional flow that may occur during a rainstorm. The Contractor shall be responsible for furnishing the necessary labor and supervision to set up and operate the pumping and bypassing system. If pumping is required on a 24 -hour basis, engines shall be equipped in a manner to keep noise to a minimum. C. Flow Control Precautions: When flow in sewer line is plugged, blocked, or bypassed, sufficient precautions must be taken to protect the sewerlines from damage that might result from sewer surcharging. Further, precautions must be taken to insure that sewer flow control operations do not cause flooding or damage to public or private property being served by the sewers involved. D. The City may require a detail of the bypass plan to be submitted. 2300.doc 4 3.04 EXPLOSIVES A. Notify the Engineer in advance if the use of explosives is necessary for the efficient execution of the work. B. All work pertaining to the use of explosives shall be performed by qualified personnel. C. The Contractor shall obtain all the necessary permits from all governmental bodies. Copies of permits must be submitted to the Engineer and the Contractor shall keep a copy of all permits on the job site at all times. D. Follow all governing OSHA safety regulations. E. Exercise every precaution to prevent damage to adjoining improvements or property. F. Always use a blasting shield or mat. G. Any damage to private property resulting from the use of explosives is the liability of the Contractor. 3.05 TRENCH BE WATERING A. Dewater all trenches, in accordance with Section 2100, to the extent that sanitary sewer pipe can be placed on a dry and firm trench bottom. Never place pipe in a wet or unstable trench. The allowable dewatering methods are: 1. Well pointing; and, 2. Over Excavation and Sump Pumping. Submit for approval other trench dewatering procedures. B. Well Pointing Procedure 1. Install well points where required to keep the excavation dry and the subgrade stable. 2. Install well points when the excavation is within two (2) feet of the water table. 3. Provide sufficient pumping equipment, in good working order and available at all times, to remove any water that accumulates in excavations so a stable subgrade is obtained. 2300.doc 5 4. Keep all dewatering equipment in continuous operation until backfill is completed. C. Pump, pipe, and drain all water resulting from dewatering operations into a properly designed dewatering structure or device in accordance with Section 2100. Prevent flooding of streets or private property. D. Soil that cannot be properly dewatered: excavate and install Class I bedding material tamped in place to such a depth to provide a firm trench bottom. E. Divert surface runoff water away from the excavation. Where the excavation crosses natural drainage channels, care should be taken to prevent unnecessary damage or delays. Route diverted surface water into existing drainage structures, such as storm sewers, ditches, or streams. Prevent flooding of streets or private property. F. Discharge of trench water or surface runoff into a sanitary sewer is a violation of City of Fayetteville Ordinance and violators will be prosecuted as prescribed by law. 3.06 SHEETING AND SHORING A. Provide sheeting and shoring of trenches to: 1. Protect the safety of workers; 2. Provide suitable means for constructing the sewer line; 3. To maintain the trench free from slides or cave-ins; 4. And, to protect public or private property, including existing utilities, buildings, streets, or other structures that are close to the trench. B. Follow all governing OSHA safety regulations. C. Keep shoring in place until the backfill has proceeded to a point where it can safely be removed. 3.07 EXCAVATION — SEWER LINE TRENCHES A. Trench For Gravity Sewer Line - During excavation, all sewer pipe to be replaced shall be removed and disposed of offsite at a suitable landfill. Trench excavation for gravity sewer lines shall be kept within the maximum width limits as shown on the Drawings. The specified maximum trench width from the bottom of the trench to 24 -inches above the outside top of the pipe shall not be exceeded unless specifically authorized by the Engineer. 2300.doc 6 B. Trench For Gravity Sewer Line in Paved Area — Prior to excavation in paved areas, the Contractor shall saw -cut (or other acceptable method approved by the Engineer) the existing pavement to minimize the destruction of the existing pavement outside the limits of the trench. The maximum trench width for the installation of gravity sewer lines, up to 12 -inches in diameter, in paved areas shall not exceed 36 -inches without written approval from Engineer. The pavement shall be repaired in accordance with Section 6000 -- Pavement Repair. Contractor is responsible for damage to paved areas by construction equipment outside the limits of trench excavation. C. Keep the trench widths within the limits specified below. This requirement is to avoid superimposed loading in excess of the designed and specified pipe strength; and to provide sufficient room for proper installation and bedding of sewer pipe. Inside Pipe Maximum Width of Trench Diameter From Top of Pipe to (Inches) 2' Above Top of Pipe 6,8,10 2'-6" 12, 14, 15, 16 3'- 0" 18,21 3'-6" 24,30 4'-0" 36 4'-6" D. If necessary to prevent sliding and caving, cut the trench banks back on a slope above an elevation two (2) feet above the outside top of the pipe to reduce the earth load on the trench sides. Never exceed the specified maximum width until 2 ft. above the outside top of the pipe. See Section 2000 — Trench Safety. E. Do not advance trench excavation more than three hundred (300) feet ahead of the completed pipe work and backfill. 3.08 OVER EXCAVATION A. Over excavate below the required subgrade only under the conditions as listed below. 1. The soil at the bottom of the trench is mucky or in such condition that it cannot be properly shaped and graded. 2. The subgrade material is too soft to properly support the pipe. B. After over excavating, provide and install a fill consisting of Class I bedding material thoroughly tamped into place in a maximum of eight (8) inch lifts up to 2300.doc 7 an elevation sufficient to prepare the subgrade for the particular bedding class required. 3.09 BEDDING AND BACKFILLING - GENERAL A. Install all sewer pipe using Class I embedment materials. Refer to Standard Detail Drawings. B. It is essential that the complete backfill be done in such a manner to minimize voids in the backfill. C. Backfilling includes refilling and consolidating the fill in the excavation up to the surrounding ground surface or road grade. D. Use select native materials for backfilling in unpaved areas. E. Where trenches are to be located beneath existing or proposed streets, drives, and parking areas, all backfilling procedures shall be in accordance with the Standard Detail Drawings. F. Use mechanical compaction devices manufactured for that purpose to compact backfill materials in trenches. G. Pipe detection tape shall be provided in all trenches for sewer line construction. Installation shall be per manufacturer's recommendations and shall be as close as practical to finished grade while maintaining a required minimum of 18 inches between the detection tape and the top of any pipe line. 3.10 BEDDING AND BACKFILLING RIGID PIPE A. Bed rigid pipe as described below and in accordance with the standard trench details shown in Standard Detail Drawings. The intent of the bedding is to create a uniform support which will protect the pipe from localized stress points and to provide for a well graded trench bottom. B. Extend the trench excavation to a minimum depth of six (6) inches below the bottom of the pipe. C. Install bedding materials in no greater than eight (8) inch compacted lifts. Install bedding from six (6) inches below the pipe to six (6) inches above the pipe. Shovel slice bedding beneath the pipe haunches. Tracer wire shall be installed six (6) inches above the top of pipe. D. Compact all bedding material to a minimum density of 80% standard proctor as outlined in AASHTO T-99. 2300.doc 8 E. Install pipe in accordance with Section 3100 - Sanitary Sewer Pipelines. F. Backfill the excavation. 3.11 BEDDING AND BACKFILLING FLEXIBLE (PVC) PIPE A. Bed flexible (PVC) pipe as described below in accordance with Standard Detail Drawings. The intent of the bedding is to create a uniform support which will protect the pipe from localized stress points and to provide for a well graded trench bottom. B. Extend the trench excavation to a minimum depth of six (6) inches below the bottom of the pipe. C. Install bedding materials in no greater than eight (8) inch compacted lifts. Install bedding from six (6) inches below the pipe to six (6) inches above the pipe. Shovel slice bedding beneath the pipe haunches. Tracer wire shall be installed six (6) inches above the top of pipe. D. Compact all bedding material to a minimum density of 80% standard proctor as outlined in AASHTO T-99. E. The maximum depth of bury for PVC pipe is sixteen (16) feet. Any depths greater than sixteen (16) feet require rigid pipe, unless approved by the City of Fayetteville. F. Install pipe in accordance with Section 3100 - Sanitary Sewer Pipelines. G. Backfill and compact the excavation. 3.12 MANHOLE EXCAVATION A. Excavate the base area no larger than necessary to provide an adequate base. B. Dewater all excavations if required before starting any permanent construction. C. Provide sheeting and shoring as required. D. Leave at least twelve (12) inches between the outer surface of manholes and the excavation or shoring. E. If over excavation occurs, bring the excavation back to proper grade with either: i. Class I bedding material compacted to 80% standard proctor; or, 2. Concrete poured monolithically with the base. 2300.doc 9 313 BACKFILLING MANHOLES A. Do not backfill around manholes until adequate strength has been obtained from the manhole to support the backfill without damage to the manhole. B. Never backfill poured -in -place manholes until the concrete has cured 48 hours. C. Backfill manholes with select native material compacted to a density sufficient to prevent excessive settlement. D. In public streets or roads backfill and compaction requirements shall be the same as for trench crossings. 3.14 EXCAVATION, BACKFILLING AND COMPACTION FOR PRESSURE MAINS A. Excavate trenches for force mains to: 1. Provide a minimum cover of thirty-six (36) inches over the top of pipe barrel; and, 2. Allow for the proper bedding material to be installed. B. Excavate trenches wide enough for pipe installation and joint makeup. The trench width at the top of the pipe must never exceed the outside diameter of the pipe plus two (2) feet. C. Where no bedding is required, accurately grade the trench so that the pipe will be in continuous and uniform contact with undisturbed soil for the full length of the pipe. D. Excavate for pipe bells to ensure a smooth bearing surface. E. If the soil at the bottom of the trench is mucky or unstable so that it cannot properly support the pipe, over excavate and backfill as described above for gravity pipelines. F. Backfill the trench and compact the materials as stated above for gravity lines. 2300.doc 10 3.15 EXCAVATION, BACKFILLING AND COMPACTION FOR MISCELLANEOUS STRUCTURES A. Excavate a sufficient distance from walls and footings to allow for forms and for proper inspection. B. Leave at least (12) inches between the outer surface of miscellaneous structures and the excavation or shoring. 3.16 RIPRAP A. The slope shall be properly prepared to receive riprap and shall include all necessary excavation and backfill and the construction of a toe trench if required. B. Place riprap as shown on the Drawings or as directed by the Engineer. 3.17 CLAY OR CONCRETE DAM A. Bentonite clay dams or concrete dams shall be constructed at each connection location of new sewer pipe to the existing sewer system. Dams are to be constructed to control the migration of groundwater from the new sewer trench to the exiting sewer sewer system. Dams shall be constructed in the sewer trench, outside the limits of excavation for manholes. Hand excavate a minimum of six inches around the outside of the sanitary sewer and a minimum of six inches into the trench wall along the pipe. The hand excavated void around the pipe shall be filled with bentonite clay pellets or concrete and a form shall be used to hold the clay pellets or concrete in place. The form may be left in place after backfilling and restoration. 2300.doc 11 (THIS PAGE INTENTIONALL LEFT BLANK) END OF SECTION 2300 2300.doc 12 SECTION 3000 PIPE, FITTINGS, AND MATERIALS PART 1- GENERAL 1.01 WORK INCLUDED A. This section covers the manufacture, transportation, and storage of pipe, pipe joints, and fittings for sanitary sewer pipelines and service lines. B. Use only pipe, fittings, and adapters approved by the City of Fayetteville. C. Use bends, tees, plugs, wyes, or other approved fittings constructed from the same material as the pipe in which they are installed. Use only standard, approved fittings. 1.02 RELATED WORK A. Section 3100 - Sanitary Sewer Pipelines B. Section 3200 - Sanitary Sewer Service Lines C. Section 3300 - Manholes D. Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines 1.03 SUBMITTALS A. Use of materials other than those specifically listed below is prohibited. B. Submit the manufacturer's certificate that the pipe meets with these Specification requirements including material testing requirements. 1.04 REFERENCES Not Used. 3000.doc 1 PART 2 -PRODUCTS 2.01 PROHIBITED PIPE MATERIALS A. The following materials are specifically forbidden for use either in city sewers or service lines: 1. Asphalt impregnated fiber tube pipe. 2. Clay pipe. 3. Concrete pipe. 4. Open profile PVC pipe as defined in ASTM F794. 5. "No Hub" cast iron soil pipe or other non bell and spigot pipe. 2.02 SERVICE LINES AND FITTINGS A. Service lines are four (4) inches in diameter or larger. B. Furnish the following: 1. Polyvinyl chloride (PVC) pipe for service lines shall be SCH 40 and shall be completely bedded as required for larger PVC pipe. C. Fittings for service lines shall be: 1. SCH 40 PVC with joints same as water main pipe. 2.03 CLEANOUTS A. Cleanouts shall be Two -Way Memphis Code, SCH 40 PVC with screw type plug. B. Cleanouts under asphalt or concrete shall be hub and spigot cast iron soil pipe and fittings manufactured by Tyler Pipe in accordance with ASTM A 74 and ASTM C 564 standards. 1. Two -Way Memphis Code Cleanout 2. Riser —4" hub and spigot 3. 2-20 Extension Cleanout — 8" length 4. 3-1/2" Type S Plain Countersunk Brass Plug 3000.doc 2 2.03 POLYETHYLENE ENCASEMENT (PIPE WRAP) A. Polyethylene encasement shall be in conformance to ANSIIAWWA C 105, latest revision. The virgin linear low -density polyethylene film shall have a minimum normal thickness of .008 inches (8 mils), and shall be provided in either flat tube or sheet form. B. The color shall be black with nominal 2% carbon black UV inhibitor and printed per the AWWA C 105 standard. C. All buried iron pipe and fittings shall be double wrapped. 2.04 INTERIOR EPDXY LINING FOR DUCTILE IRON PIPE AND FITTINGS A. A 40 mil nominal dry film thickness protective lining shall be provided consisting of an amine cured novalac epoxy containing at least 20% by volume of ceramic quartz pigment. The lining material shall be Protecto 401 Ceramic Epoxy or approved equal. B. All cut ends shall be immediately repaired with a field epoxy touch-up kit. 2.05 DUCTILE IRON PIPE FOR GRAVITY MAINS A. Minimum wall thickness: Thickness Class 50 or 51 according to ANSI/AWWA- C 150/A 21.50: Thickness Design of Ductile Iron Pipe B. Gravity Sanitary Sewer ASTM A 746: Ductile Iron Pipe Gravity Sewer Pipe C. A 40 mil nominal dry film thickness protective lining shall be provided consisting of an amine cured novalac epoxy containing at least 20% by volume of ceramic quartz pigment. The lining material shall be Protecto 401 Ceramic Epoxy or approved equal. All cut ends shall be immediately repaired with a field epoxy touch-up kit. D. Joint connections, pipe and fittings: 1. Push on and mechanical rubber gasket joints: ANSI/AWWA CI I I/A21.11. 2. Flanged: ANSIIAWWA C 115/A21.15, ANSI B 16.1. 3. Grooved and shouldered ANSI/AWWA C606. E. Weights and Marking: Weights of pipe and fittings shall conform strictly to the requirements of ANSI Specifications. The class designations for the various classes of pipe and fittings shall be cast onto fittings in raised numerals, and cast or stamped on the outside of each joint of pipe. Weights shall be plainly and 3000.doc 3 conspicuously painted in white on the outside of each joint of pipe and each fitting after the exterior coating has hardened. F. Corrosion Control I. Polyethylene wrap in tube or sheet form conforming to the requirements of ANSI/AWWA C105/A21.5. The pipe shall be double wrapped. 2. Epoxy Coating Inside 2.06 DUCTILE IRON FITTINGS A. All ductile iron fittings shall conform to the requirements of ANSI/AWWA C153/A21.53, latest revision, for Ductile Iron Compact Fittings. All fittings shall be fusion -bonded epoxy coated inside and outside in accordance with ANSI/AWWA C116/A21.16. 2.07 POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE (Solid Wall) A. Pipe fifteen (15) inches in diameter and less: conform to ASTM D 3034. Maximum standard dimension ratio (SDR) shall be twenty six (SDR26). B. Pipe greater than (15) inches in diameter: conform to T-1 as specified in ASTM F 679. C. Joint connections: push on, elastomeric gasket type conforming to ASTM D 3212. D. Marking: The date of manufacture, class of pipe, specification designation, size of pipe, name or trademark of manufacturer, and identification of plant/location shall be legibly marked on the outside of each pipe section in accordance with the ASTM D- 3034. 2.08 CENTRIFUGALLY CAST FIBERGLASS GRAVITY SEWER PIPE A. Pipe shall conform to all requirements of ASTM 3262 for fiberglass pipe. B. Pipe stiffness shall meet or exceed manufacturer's recommendations. Minimum pipe stiffness shall be 46 psi. C. Manufactured by Hobas USA, Inc. or Future Pipe. 3000.doc 4 2.09 REINFORCED FLEXIBLE RUBBER COUPLINGS A. Materials: Chemical resistant rubber. Flexible rubber coupling shall be Fernco or equal. B. Flexible rubber coupling shall be reinforced with a stainless steel shear ring. C. Clamping bands: two (2) each stainless steel bands. D. Dimensions: Inside diameter to fit the outside diameter of the different pipe materials being connected: take care that proper alignment is maintained and the spacing between pipes does not exceed 1/2 inch as shown in the Standard Detail Drawings. 2.10 SERVICE SADDLES A. A composite saddle using a Virgin SBR compound gasket (ASTM D-2000 3 BA715) and a ductile iron saddle casting (ASTM A 536 Grade 65-44-12) as shown in the Standard Details. B. A compression fit three piece service connection consisting of an ASTM D-3034 PVC hub, a Stainless Steel band, and a rubber sleeve conforming to ASTM C-443. Refer to the Standard Details. C. All saddles shall be approved by the Engineer prior to installation. 2.11 SERVICE WYES A. The wye material and joint type must match that of the mainline pipe. B. Wyes shall terminate in a bell suitable for connection of a 4 inch SCH 40 PVC service line pipe as specified herein. 2.12 MECHANICAL JOINT RETAINER GLANDS A. Restraint devices for mechanical joint fittings and appurtenances for nominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA C 110/A21.10. B. Mechanical joint retainer glands shall be made from ductile iron and shall be designed for a working pressure of at least 350 -psi for 3 -inch through 16 -inch pipe and at least 250 -psi for 18 -inch through 48 -inch pipe. The retainer gland shall be MEGALUG mechanical joint restraint with MEGA -BOND coating system for corrosion resistance and manufacturing traceability as manufactured by EBAA Iron, Inc., or equal. 3000.doc 5 2.13 BOLTS A. All bolts for valves, fittings, and restraints shall be 316 stainless steel. 2.14 FORCE MAIN MATERIALS A. Each pipe material acceptable for force main construction is described in the following individual subsections for ease of discussion and revisions. The Engineer shall submit a design fatigue analysis to determine which material will be used. B. The City may require that force main be constructed in such a fashion that they may be converted to gravity sewer lines at a later date with the only modification to be adding manholes. 1. POLYVINYL CHLORIDE PVC FORCE MAIN 12" and smaller) a. Pipes: PVC force main pipe shall conform to ASTM Specification D-2241, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe (SDR PR). The material used shall conform to ASTM Specification D-1784, Standard Specification of Rigid Polyvinyl Chloride and Chlorinated Polyvinyl Chloride compounds, Class 12454-B (PVC 1120). The minimum DR rating acceptable shall be DR 14. AWWA C900 for PVC Pressure Pine All plastic pipe and couplings shall bear identification markings in accordance with Sections 2.5.2 and 2.5.3 of AWWA C-900-75, which shall include the National Sanitation Foundation (NSF) seal of approval. In addition, the plain end of each pipe length shall have two (2) rings, one (1) inch apart, painted around the pipe at the proper location to allow field checking of the correct setting depth of the pipe in the bell or coupling. b. Joints: Joints shall be bell end or coupling push -on type. The push -on joint and joint components shall meet the requirements of ASTM Specification D-3139, Joint for the Plastic Pressure Pipe, using Flexible Elastomeric Seals. The joint shall be designed so as to provide for the thermal expansion and contraction experienced with a total temperature change of seventy-five (75) degrees F in each joint of pipe. Details of the joint design and assembly shall be in accordance with joint manufacturer's standard practice. 3000.doc 6 The lubricant shall have not deteriorating effects on the gasket or the pipe. The lubricant containers shall be labeled with manufacturer's name. Gaskets shall meet all applicable requirements of ANSI Standard A-21.11. c. Fittings: All ductile iron fittings shall conform to the requirements of ANSI/AWWA C1531A21.53, latest revision, for Ductile Iron Compact Fittings. All fittings shall be fusion -bonded epoxy coated inside and outside in accordance with ANSI/AWWA C116/A21.16. d. All valves and fittings (including in -line valves) shall have Megalug style retainer glands or approved equal. Valves, bends, reducers and other hardware near bends shall be positively bolted, all -threaded, or mechanically joined to each other. Bolted includes single and double flanged adapters (such as Foster Adapters or Swivel Adapters) which provide a solid bolted or mechanical joint type connection. e. Gate valves, ANSI/AWWA C509, (up to 10 -inch) or full -port plug valves, ANSI/AWWA C517, (12 -inch and larger) shall be installed along its length, not to exceed 1000' unless a variance is approved by the City for long force mains, and shall be marked sewer. An empty valve box shall be installed in the vicinity of the discharge manhole and at fittings that cause a change in direction where the tracer wire can be brought to grade for a point of connection to aid in tracing the force main. The valve box shall be marked sewer. A 2 -inch SCH-40 PVC pipe shall be installed in the empty valve box. The pipe shall have a pipe marker label affixed and further labeled "No Valve, Tracer Wire Only." All lids shall have a concrete pad with a minimum of 18 inches square or round dimension as appropriate. This shall be for both paved and unpaved applications. f. Installation: The installation shall conform to the requirements of the manufacturer, the AWWA Standard and as indicated on the drawings and specified herein. g. Marking: The date of manufacture, class of pipe, specification designation, size of pipe, name or trademark of manufacturer, and identification of plant/location shall be legibly marked on the outside of each pipe section in accordance with the ASTM D-3034. 3000.doc 7 h. Certification: The Contractor shall upon request furnish the Department with manufacturer's certification stating that the pipe supplied meets or exceeds all requirements of the applicable ASTM standards and these Standards. 2. DUCTILE IRON FORCE MAIN PIPE a. Material: Ductile Iron Pipe in diameters from six (6) inches through thirty-six (36) inches shall be centrifugally cast and shall conform to ANSI Specifications A21.51 and AWWA C-151, latest revision. Ductile Iron Pipe shall be Pressure Class 350, 300, 250, or 200 wall thickness dependent upon site conditions and provided in minimum laying lengths of eighteen (18) feet. b. Fittings: All ductile iron fittings shall conform to the requirements of ANSI/AWWA C153/A21.53, latest revision, for Ductile Iron Compact Fittings. All fittings shall be fusion -bonded epoxy coated inside and outside in accordance with ANSI/AWWA C116/A21.16. c. All valves and fittings (including in -line valves) shall have Megalug style retainer glands or approved equal. Valves, bends, reducers and other hardware near bends shall be positively bolted, all -threaded, or mechanically joined to each other. Bolted includes single and double flanged adapters (such as Foster Adapters or Swivel Adapters) which provide a solid bolted or mechanical joint type connection. d. Gate valves, ANSI/AWWA C509, (up to 10 -inch) or full -port plug valves, ANSI/AWWA C517, (12 -inch and larger) shall be installed along its length, not to exceed 1000' unless a variance is approved by the City for long force mains, and shall be marked sewer. An empty valve box shall be installed in the vicinity of the discharge manhole and at fittings that cause a change in direction where the tracer wire can be brought to grade for a point of connection to aid in tracing the force main. The valve box shall be marked sewer. A 2 -inch SCH-40 PVC pipe shall be installed in the empty valve box. The pipe shall have a pipe marker label affixed and further labeled "No Valve, Tracer Wire Only." All lids shall have a concrete pad with a minimum of 18 inches square or round dimension as appropriate. This shall be for both paved and unpaved applications. 3000.doc 8 e. Joints: Mechanical joints, slip or flanged joints shall be provided. Mechanical joints and accessories shall conform to AWWA Standard C -I11, ANSI A-2 1.11. The bolts and nuts shall be 316 stainless steel. Push -on joints with rubber O-ring gaskets shall comply with AWWA Standard C-1 l 1 (ANSI A-2111). Flanged joints shall be manufactured with laying dimensions, facing and flanges detailed in accordance with AWWA Standard C-115 (ANSI A-21.15) Class 125. f. Weights and Marking: Weights of pipe and fittings shall conform strictly to the requirements of ANSI Specifications. The class designations for the various classes of pipe and fittings shall be cast onto fittings in raised numerals, and cast or stamped on the outside of each joint of pipe. Weights shall be plainly and conspicuously painted in white on the outside of each joint of pipe and each fitting after the exterior coating has hardened. g. Certification: The Contractor shall upon request furnish the City with certified reports stating that inspection and specified tests have been made and that the results thereof comply with the applicable ANSI Specifications for each. 2.15 AIR / VACUUM RELIEF VALVES A. Sanitary sewer force mains shall be designed to avoid the need for air or vacuum release lines. If possible, force mains shall be designed without high points and with the top of the force main below the hydraulic grade line at the minimum pumping rate so that relief valves will not be needed. B. If high points in the force main can not be eliminated, a stainless steel A.R.I. sewage air release valve or approved equal shall be installed at each significant high point where air could become trapped. The air release valve shall be installed in a manhole structure in accordance with the requirements of Section 3300 -Manholes, and provisions shall be required for draining the structure. A high point shall be considered significant if it is 2 feet or more above the minimum hydraulic grade line, or, when pumping is intermittent, above the static head line. 3000.doc 9 2.16 TRACER WIRE A. Tracer wire shall be 12 -gauge, solid coated copper or coated copper clad steel for underground burial. B. Jacket color shall be GREEN, and made of High Density Polyethylene (HDPE) or High Molecular Weight Polyethylene (HMWPE) designed for direct burial. C. Connectors shall be used for all splices or repairs. Connectors shall be moisture displacement style as manufactured by 3M DBR, or equal. D. A locate or conductivity test shall be performed prior to signing off on the project. 2.17 WARNING TAPE A. Non-metallic sanitary sewer marking tape shall be warning tape as manufactured by Rhino Marking and Protection Systems, Harris Industries, Inc., or approved equal. B. Tape shall have a minimum thickness of 4 mils and manufactured with heavy metal - free polyethylene tape that is impervious to all known alkalis, acids, chemical reagents, and solvents found in soil. The minimum overall width of the tape shall not be less than 3 -inches. Standard rolls shall be 1000' length. C. The tape shall be color coded Safety Green and imprinted with the following message: Caution — Buried Sewer Line Below 2.18 PIPELINE MARKERS A. Sewer pipeline markers shall be TriView Marking System by Rhino Marking and Protection Systems, Carsonite International Dual -Sided Utility Marker (CIB-380), or approved equal. All markers shall be installed according to the manufacturer's recommendations. The uppermost portion of the Carsonite marker shall be made of Visibility Enhancer (CVE-360), or approved equal and must be bolted to the utility marker. TriView markers do not require visibility enhancers. The utility marker shall read as follows: "CAUTION, SEWER PIPELINE", "City of Fayetteville", and "Before Digging Call 1-800-482-8998". The label shall also include the official City Logo and be green in color with white lettering. Sewer line pipeline markers shall be installed beside all valve boxes used for tracing the force main. Concrete shall be placed 6 -inches around and 1 -foot deep around the base of each Carsonite marker. B. Sewer line pipeline markers shall be installed beside all manholes that are located in easements and backyards. Manholes located in front yards and in streets do not require markers. 3000.doc 10 C. Sewer line pipeline markers shall be installed along sewer force mains at valves and at significant fittings that cause a change in direction. PART 3- EXECUTION 3.01 INSTALLATION A. Sanitary Sewer Pipelines: Refer to Section 3100 B. Sanitary Sewer Service Lines: Refer to Section 3200 3000.doc 11 (THIS PAGE INTENTIONALLY LEFT BLANK) END OF SECTION 3000 3000.doc 12 SECTION 3100 SANITARY SEWER PIPELINES PART 1- GENERAL 1.01 WORK INCLUDED A. Installation of sanitary sewer pipelines. B. Point repairs on existing sanitary sewer pipelines. 1.02 RELATED WORK A. Section 2300 - Excavation, Backfilling, and Compacting. B. Section 3000 — Pipe, Fittings, and Materials. C. Section 3200 - Sanitary Sewer Service Lines. D. Section 3300 - Manholes. E. Section 3600 - Cast -in -place Concrete. F. Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines. G. Section 6000 - Pavement Repair Section. 1.03 DEFINITIONS A. New Pipelines - Pipelines installed in such a manner that there is no sewage flow during construction. B. Replacement Pipelines - Pipelines installed in a trench while there is a flow from "live" service connections. C. Point Repairs - Replacement of a short section (less than 50 feet in length) in an existing pipeline. D. Force Mains - Sewer pipelines that transport wastewater under pressure from a pump station to a discharge point. 3100.doc 1 1.04 QUALITY ASSURANCE Inspect all pipelines per Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines. 1.05 SUBMITTALS Submit to the Engineer for approval all materials and procedures not described in these specifications. 1.06 REFERENCES Not Used. 1.07 PROTECTION A. In all cases, the Contractor is responsible for protecting public and private property; protecting any person or persons who might be injured as a result of the Contractors' Work. B. All utilities shown on the plans may not represent the exact 'location; however, the Contractor is responsible for verifying these locations and contacting "Arkansas One Call System" before excavating. PART 2- PRODUCTS 2.01 BEDDING AND BACKFILL Refer to Section 2300 - Excavation, Backfilling, and Compacting. 2.02 PIPE, FITTINGS, AND MATERIALS Refer to Section 3000 — Pipe, Fittings, and Materials. 2.03 MANHOLES, MANHOLE FRAMES; AND COVERS Refer to Section 3300- Manholes. 2.04 CONCRETE Refer to Section 3600 - Cast -in -place Concrete. 3100.doc 2 PART 3- EXECUTION 3.01 EXCAVATION - GENERAL A. Perform excavation and prepare bedding in accordance with Section 2300 - Excavation, Backfilling, and Compacting. B. Never lay pipe in a water -filled trench, or when trench conditions or weather are unsuitable for such Work. C. Divert surface water and de -water trenches during excavation. D. Excavate for bells so that the entire barrel of the pipe will be uniformly supported on the pipe bedding before placing pipe in the trench. 3.02 LAYOUT A. The Contractor shall install sewer lines, wyes, and manholes as shown on the Plans. 3.03 SHALLOW BURY A. Ductile iron pipe shall be required when the existing grade or the proposed finish grade, whichever is less, provides less than 36 inches of cover. The ductile iron pipe shall extend from manhole to manhole. The ductile iron pipe shall meet the requirements of Section 3000 — Pipe, Fittings, and Materials, of these Specifications. 3.04 PIERS A. Install concrete piers as indicated on the plans per Section 3600 - Cast -in -place Concrete. 3.05 STEEP GRADES A. Whenever the grade of the sewer line exceeds 15 percent, ductile iron pipe shall be required. The ductile iron pipe shall meet the requirements of Section 3000 -- Pipe, Fittings, and Materials, of these Specifications. B. Sewers on 15 percent slopes or greater shall be anchored securely with concrete anchors spaced as follows: I . Not over 36 feet center to center on grades 15 percent and up to 35 percent. 2. Not over 24 feet center to center on grades 35 percent and up to 50 percent. 3. Not over 16 feet center to center on grades 50 percent and over. 3I00.doc 3 C. Anchor collars should be placed on downstream side of bell. Where no bell is available, a retainer gland shall be installed. 3.06 PIPE INSTALLATION A. Inspect each joint of pipe carefully before it is placed in the trench. Plainly mark and separate from the remaining pipe any joint found to be cracked, warped, or otherwise damaged. Remove these damaged joints from the project site as soon as possible. B. Cut pipe in a neat and workmanlike manner without damage to pipe or pipe lining when trimming joint length. C. Lay all pipe with the bell upstream. D. Use proper equipment for lowering sections of pipe into trenches. Lower pipe carefully into the trench so the spigot and bell will not become contaminated. E. Lay each pipe joint to line and grade using laser beam grade light, keeping a minimum of six inches between the pipe and the trench wall. F. Keep the pipe joints' interior clean from all dirt and other foreign matter as the Work progresses. Maintain the pipe's interior cleanliness until accepted or put in service. G. Close the open ends of the pipeline temporarily with an appropriate manufactured plug at the end of each day's Work or when discontinuing pipe installation for an appreciable period. H. COLD WEATHER INSTALLATION 1. The City reserves the right to order pipe installation discontinued whenever, in its opinion, there is danger of the quality of work being impaired because of cold weather. The Contractor shall be responsible for heating the pipe and jointing material so as to prevent freezing of joints. Do not lay any pipe on frozen ground. No flexible or semi -rigid pipe shall be laid when the air temperature is less than 32° F unless proper precautions per the manufacturer's recommendations are taken by the Contractor and the method is approved by the Engineer and City. 2. When pipes with rubber gaskets or resilient -type joints are to be laid in cold weather, sufficiently warm the gasket or joint material so as to facilitate making a proper joint. 3100-doc 4 TRACER WIRE 1. Tracer wire shall be installed on all buried sewer pipelines. This includes gravity sewer mains, sewer force mains, and gravity sewer laterals. 2. Tracer wire shall be installed 6 -inches above the top of the pipe. 3. Tracer wire shall be CAD welded to the cast iron manhole frame. J. MARKER TAPE 1. Marker tape shall be installed on all buried sewer pipelines. This includes gravity sewer mains, sewer force mains, and gravity sewer laterals. 3.07 PIPE TO PIPE CONNECTIONS A. Make all pipe joints in strict accordance with the manufacturer's recommendation and as stated below for the particular type of connection. Make all joints watertight in accordance with the latest ASTM Standards. B. Slip -type or Push -on Joints Connection Procedure 1. Clean the bell and spigot end of the pipes prior to jointing thoroughly with a brush. Exercise particular care to clean the gasket seat. 2. Apply pipe lubricant and attach gasket in strict accordance with the specific joint manufacturer's recommendations. Clean and insert the rubber gasket in the gasket seat within the bell. Insert the spigot end of the upstream pipe in the bell of the downstream pipe. Push the upstream joint until it is in firm contact with the shoulder of the bell. C. Mechanical Joints Connection Procedure Clean thoroughly the spigot end of the pipe, the bell of the connecting pipe, and the rubber gasket as specified for slip -type or push -on joints. Clean the gland in a similar manner. 2. After the gland and gasket are placed on the spigot end of the pipe, a sufficient distance from the end to avoid fouling the bell, insert the spigot end in the fitting bell to the point of firm contact with the bell shoulder. Then advance the rubber gasket into the bell and seat in the gasket seat. Exercise care to center the spigot end within the bell. Bring the gland into contact with the gasket, enter all bolts, and make all nuts hand tight. Exercise continued care to keep the spigot centered in the bell. 3 100.doc 3. Make the joints tight by turning the nuts with a torque wrench: First partially tightening a nut, then partially tightening the nut 180 degrees away from it. Work around the pipe with uniformly applied tension until the required torque is applied to all nuts. Required torque ranges and indicated wrench lengths for bolts are as follows: Diameter Range of Torque Length of Wrench Inches Foot Pounds Inches 5/8 40-60 8 3/4 60-90 10 1 70-100 12 1-1/4 90-120 14 D. Reinforced Flexible Rubber Couplings I. Install reinforced flexible rubber coupling only where dissimilar pipe materials are connected. 2. Take care that proper alignment is maintained and a minimum spacing between pipes does not exceed one-half inch. 3. Encase reinforced flexible rubber coupling in Class A concrete as shown on the Standard Details. 3.08 WYE FITTINGS FOR SERVICE CONNECTIONS A. Use in -line wye fittings for all service connections except on ductile iron pipe and polyethylene pipe. B. The wye material and joint type must match that of the mainline pipe. C. Use taps instead of wyes only on ductile iron pipe and polyethylene pipe. D. Install wye branches at the location of live services or as indicated on the construction plans. Install wye connections for services in accordance with the manufacturer's recommendations. E. Place Class "A" concrete under each wye branch to prevent cracking or twisting under earth loads. F. Mark wyes for future connections using detectable tape, tracer wire, and 1/2" x 4' rebar or fence tee -post. G. Terminate wyes for future connections in a bell suitable for connection of a four -inch SCH-40 PVC service line. Securely plug all wyes and service stubs for future connections. 3100.doc 6 H. For Service Wye Details, see the Standard Detail Drawings. 3.09 CLEANOUTS FOR SERVICE CONNECTIONS A. Install cleanouts on service lines at the property line where the main line is in the paved right-of-way, as required by plumbing code, or as indicated on the construction plans. B. For Cleanout Details, see the Standard Detail Drawings. 3.10 BACKFILLING AND INSPECTION A. Before backfilling, place concrete encasement at transitions between different types of pipe and around all flexible rubber couplings as shown on the Drawings. Use Class A concrete per Section 3600 -Cast -in -place Concrete. B. Before backfilling, install concrete anchor collars in accordance with the details at the location and interval and shown on the Drawings. Use Class B concrete and reinforce with steel bars per Section 3600 -Cast -in -place Concrete. C. After the pipeline is installed and visually inspected by the Engineer, backfill the trench per Section 2300 -Excavation, Backfilling, and Compacting. D. Test the pipeline per Section 5200 -Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines. E. Repair all pavements per Section 6000 -Pavement Repair. F. Repair all incidental damage to buildings, structures, utilities, pavements, landscaping, etc. G. Repair sodded and grass areas to original condition. 3.11 CONNECTION OF NEW SEWER PIPELINES TO EXISTING SANITARY SEWERS A. Construct, clean, test, and obtain Engineer's approval for pipelines and manholes before connecting new pipeline to the existing sewer. B. If, in the opinion of the Engineer, conditions exist which require connection prior to final line acceptance, plug all lines entering the manhole connecting to the existing system until the new system is accepted. In addition, plug the line leaving the first manhole upstream. Never allow water being used to flush the new lines to enter the existing system. 3100.doc 7 C. All new pipelines must connect to the existing system at a new or existing manhole. If a new manhole is built over an existing sewer line, do not break out the top of the existing pipe until the new line is accepted. D. If a new pipeline is to discharge into an existing manhole, divert the sewage flow around the existing manhole while the tie-in is under construction. Intercept the sewage flow at the existing manhole first upstream from the tie-in construction. Provide suitable pumping equipment and re-routing conduit to pump the sewage around the tie-in construction. Discharge into an appropriate manhole downstream from the construction. E. Connection to an existing manhole shall be made by core drilling. A concrete manhole adapter shall be installed on the sewer pipe, and the annular space grouted in accordance to Section 3300 — Manholes. E. Connect new pipelines to existing manholes in a neat, workmanlike manner, to ensure a watertight connection. 3.12 GRAVITY SEWER PIPELINE INSTALLATION — LIVE SEWER PIPELINES AND POINT REPAIRS A. Install sewer pipeline and point repairs as detailed above for new pipelines with the following exceptions: 1. Divert all upstream flow around the section to be replaced with plugs or pumps. The bedding must be kept dry during installation. If trench bottom is too wet, excavate wet portion and replace with bedding material. 2. Make transitions to original pipe using materials and procedures specified. Take care that replacement pipe is aligned properly with no offsets. Install concrete encasement around transitions. Take care that no concrete from the encasement enters the existing pipeline. If this occurs, remove the concrete. 3. At the end of each day's work, and when for any reason the laying of pipe will be discontinued for an appreciable period, place a temporary section of pipe in the live line. 4. Pressure testing is not required. Visual and television testing are required. 5. Mandrel testing may be required. 6. Service line pressure testing is not required. 7. A temporary debris catcher, as shown in the Standard Detail Drawings, shall be used in the downstream manhole. 3100.doc 8 3.13 GRAVITY SEWER PIPELINE INSTALLATION - AERIAL CROSSINGS A. Construct piers as shown on Drawings. B. Install encasement pipe on piers to grade. 3.14 FORCE MAIN PIPELINE INSTALLATION A. Install all pipe and fittings to the line and grade as detailed on the Drawings. Submit fitting substitution requests to the Engineer for approval. B. The force main shall have tape marked sewer wrapped around the pipe with complete revolutions not to exceed 6'. Tape marked sewer shall also be installed in the trench 18" above the top of the sewer force main. C. Remove all dirt and other foreign matter from the inside of pipe and fittings before they are lowered into the trench. Keep pipe and fittings clean during and after laying. Take care to keep dirt out of the bells. Plug all pipe openings at the end of each days work or when pipe laying is discontinued. D. Use proper equipment for lowering sections of pipe into trenches. Lower pipe carefully into the trench so the spigot and bell will not become contaminated. E. Cut pipe in a neat and workmanlike manner without damage to pipe or pipe lining when trimming joint length. F. Install pipe with bell ends facing in the direction of laying. Face bells upgrade on lines on an appreciable slope. G. When necessary to deflect pipe from a straight line in either the horizontal or vertical plan to avoid obstructions, do not deflect the pipe beyond the point recommended by the pipe manufacturer. H. Before backfilling, install concrete thrust blocking in accordance with Standard Details on Plans. Thrust blocking shall be designed based on pressures of at least 25 percent greater than the maximum pump design shutoff head plus a water hammer allowance with an appropriate factor of safety. I. All force mains shall be equipped with a Pig Launch & Retrieval System. Refer to Standard Details. J. Sewer line pipeline markers shall be installed beside all manholes and valve boxes that are located in easements and backyards. Manholes and valve boxes located in front yards and in streets do not require markers. 3100.doc 9 K Test the pipeline per Section 5200 -inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines. L. After the pipeline is installed and visually inspected by the Engineer, backfill the trench per Section 2300 -Excavation, Backfilling, and Compacting. Repair all pavements per Section 6000 -Pavement Repair. Repair all incidental damage to buildings, structures, utilities, pavements, landscaping, etc. M. Repair sodded and grass areas to original condition. 3.15 WATER LINE CROSSINGS A. Sewer lines installed under a water line must have a clear distance between pipes of at least eighteen (18) inches. B. The sewer line shall be installed such that a joint of pipe is centered along the water line and the joints are as far as possible from the water line. C. If 18 -inches of clearance cannot be provided or when the water main must pass under the sewer main, either the sanitary sewer main or the water main shall be encased in twenty feet of watertight encasement pipe, centered over the point of crossing. The ends of the encasement pipe shall be sealed watertight. Refer to Section 3400 — Utility Line Bores for end seals. 3.16 STORM SEWER CROSSINGS A. All sewer lines crossing under all concrete storm drains, or any storm drain 30 - inch diameter and larger, or all storm drains with multiple pipe runs, shall be encased a minimum of 5 feet either side of the storm drain. END OF SECTION 3100 3100.doc 10 SECTION 3200 SANITARY SEWER SERVICE LINES (PRIVATE LATERALS) PART 1- GENERAL 1.01 WORK INCLUDED A. This section covers: 1. Installation of sanitary sewer service lines. 2. Point repairs on existing sanitary sewer service lines. B. Sewer lines 6 inches in diameter and larger are constructed under the requirements of Section 3100 - Sanitary Sewer Pipelines. 1.02 RELATED WORK A. Standard Detail Drawings B. Section 1000 - General Requirements and Procedures C. Section 2300 - Excavation, Backfilling, and Compacting D. Section 3000 — Pipe, Fittings, and Materials E. Section 3100 - Sanitary Sewer Pipelines F. Section 3300 - Manholes G. Section 3600 - Cast -In -Place Concrete H. Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines I. Section 6000 - Pavement Repair 1.03 DEFINITIONS A. City Sewer Main - A public sanitary sewer in which all owners of abutting properties have equal rights and is maintained and controlled by the City of Fayetteville. No sewer line smaller than six (6) inches in diameter is a city sewer. B. Service Line - The sewer which conveys the discharge from a building's plumbing system or other approved waste system to the city sanitary sewer system. The 3200.doc 1 service line begins at the connection to the city sanitary sewer and ends at the building foundation. C. Permit - Written authorization issued to a plumber or contractor upon request allowing installation of a service line to connect to the City of Fayetteville collection system. D. Plumbing Permit - Written authorization issued to a plumber or contractor upon request allowing work on existing plumbing in an existing structure or to install plumbing in a new or existing structure. 1.04 QUALITY ASSURANCE Inspect all service lines per Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines. 1.05 SUBMITTALS Submit to the Engineer for approval all materials and procedures not described in these specifications. 1.06 REFERENCES A. Arkansas State Plumbing Code B. City of Fayetteville Plumbing Code 1.07 SPECIAL REQUIREMENTS CONCERNING FIELD LOCATION OF PIPE, BENDS, CLEANOUTS, AND MANHOLES ON SERVICE LINES A. Bends 1. Avoid using short radius ninety degree bends on 4" service lines. 2. Use only long sweep bends where bends are absolutely necessary. B. Cleanouts I. Cleanouts are required at the building foundation per the City of Fayetteville Plumbing Code. 3200.doc 2 2. On lines longer than one hundred (100) feet, cleanouts are required at one hundred (100) foot spacing. 3. Install cleanouts adjacent to any ninety degree bend. 4. Install pipe on cleanout riser up to finish grade. 5. The cleanout shall be the same diameter as the pipe on which it is installed. C. Backwater Traps (Sewage check valve) 1. Provide backwater traps as required by Section 715 — Backwater Valves of the Arkansas Plumbing Code or as shown on the Drawings. 2. Place backwater traps in a meter box to allow periodic servicing. 1.08 PROTECTION A. In all cases the Contractor is responsible for protecting public and private property; and, protecting any person or persons who might be injured as a result of the Contractor's work. B. All utilities shown on the plans may not represent the exact location; however, the contractor is responsible for verifying these locations and contacting "Arkansas One Call System" before excavating. PART 2 - PRODUCTS 2.01 BEDDING AND BACKFILL A. Refer to Section 2300 - Excavation, Backfilling, and Compacting. 2.02 PIPE AND FITTINGS A. Refer to Section 3000 — Pipe, Fittings, and Materials for allowable materials. 2.03 BACKFILL AND ASPHALT FOR PAVEMENT REPAIRS A Refer to Section 6000 - Pavement Repair 2.04 MANHOLES, MANHOLE FRAMES, AND COVERS A. Refer to Section 3300 - Manholes 3200.doc 3 2.05 CONCRETE A. Refer to Section 3600 - Cast -In -Place Concrete PART 3- EXECUTION 3.01 EXCAVATION A. Perform excavation and prepare bedding in accordance with Section 2300 - Excavation, Backfilling, and Compacting. B. Never lay pipe in a water filled trench. C. Excavate for bells so that the entire barrel of the pipe will be uniformly supported before placing pipe in the trench. 3.02 PIERS A. Install concrete piers as indicated on the plans in accordance with Section 3600 - Cast -In -Place Concrete. B. Use only steel encasement iron pipe on piers. 3.03 PIPE INSTALLATION A. Inspect each joint of pipe carefully before it is placed in the trench. Discard damaged joints. B. If trimming joint length is required, cut pipe in a neat and workmanlike manner without damage to pipe or pipe lining. C. Lay all pipe with the bell upstream. D. Lower pipe carefully into the trench so the spigot and bell will not become contaminated. E. Lay the service line on a straight alignment and at a constant slope. Install pipe a minimum slope of one percent (1.00%); this equals one -eighth inch fall per lineal foot (1/8" / LF). The maximum allowable deflection in a horizontal plane is one inch per lineal foot (1.00"/LF). F. Install bends on 4" service lines at all changes in alignment and slope. Cleanouts are required at 90 degree bends and every 100 feet on lines longer than 100 feet. Bends on 6" and larger service lines are only permitted within 5 feet of the building foundation and 2 feet of the manhole being connected to; if longer than 150 feet, bends are not allowed and manholes must be built. 3200.doc 4 G. Keep the pipe joints' interior clean from all dirt and other foreign matter as the work progresses. Maintain the pipe's interior cleanliness until accepted or put in service. H. At the end of each day's work, and when for any reason the laying of pipe will be discontinued for an appreciable period, close the open ends of the pipeline temporarily with an appropriate manufactured plug. 3.04 PIPE TO PIPE CONNECTIONS A. Make all pipe joints in strict accordance with the manufacturer's recommendation and these specifications as stated below for the particular type of connection. Make all joints watertight in accordance with the latest ASTM Standards. B. "No -Hub" type pipe connections are not permitted. C. Slip -Type Or Push -On Joints Connection Procedure 1. Clean the bell and spigot end of the pipes prior to jointing thoroughly by whatever means necessary to remove all foreign matter and attain the required cleanliness. Use a brush as necessary. Exercise particular care to clean the gasket seat. 2. Apply lubricant and attach gasket in strict accordance with the specific joint manufacturer's recommendations. Clean and insert the rubber gasket in the gasket seat within the bell. Insert the spigot end of the pipe in the bell of the pipe to which connection is being made, and force a firm contact with the shoulder of the bell. D. Mechanical Joints Connection Procedure 1. Clean thoroughly the spigot end of pipe, the bell of fitting, and the rubber gasket as specified for slip -type or push -on joints. Clean the gland in a similar manner. 2. After the gland and gasket are placed on the spigot end of the pipe a sufficient distance from the end to avoid fouling the bell, insert the spigot end in the fitting bell to the point of firm contact with the bell shoulder. Then advance the rubber gasket into the bell and seat in the gasket seat. Exercise care to center the spigot end within the bell. 3200.doc 5 3. Bring the gland into contact with the gasket, enter all bolts, and make all nuts hand tight. Exercise continued care to keep the spigot centered in the bell. 4. Make the joints tight by turning the nuts with a wrench - first partially tightening a nut, then partially tightening the nut 180 degrees therefrom and working thus around the pipe with uniformly applied tension until the required torque is applied to all nuts. Required torque ranges and indicated wrench lengths for stainless steel bolts are shown in Section 3100 - Sanitary Sewer Pipelines. E. Reinforced Flexible Rubber Couplings 1. Install a reinforced flexible rubber coupling only where dissimilar pipe materials are mated. 2. Take care that proper alignment is maintained. 3. Encase reinforced flexible rubber coupling in Class A concrete as shown on the Standard Details. 3.05 SERVICE LINE CONNECTIONS TO CITY SEWER PIPELINES A. Wye connection - Use existing wye or other prefabricated outlet if one has been left in the city sewer for sewer service to a lot unless it can be shown that the dwelling unit or building cannot drain by gravity to the wye. B. Taps 1. Where a wye or other prefabricated outlet in the city sewer is not available to serve a lot, a tap connection shall be installed at a location approved by the City to connect the building sewer to the city sewer. 2. The City shall install all taps using approved materials and equipment after the tap fee has been paid. C. Manhole Taps 1. Manhole taps are only permitted on end -of -line manholes. Make manhole tap connections into existing manholes as indicated on the Drawings. 2. Install manhole taps no more than twenty-four (24) inches above the manhole invert. 3. Make manhole tap watertight and flush with inside surface of manhole. 3200.doc 6 4. Manhole taps are considered as part of the service line and are subject to inspection. 3.06 BACKFILLING AND INSPECTION A. Before backfilling, place concrete encasement at transitions between different types of pipe and around all flexible rubber couplings as shown on the Standard Details. B. Install backwater traps (Sewage check valve) if required. C. Before backfilling, install concrete anchor collars in accordance with the details at the location and interval and shown on the drawings. Use Class "B" concrete and reinforce with steel bars per Section 3600 - Cast -In -Place Concrete. D. After the pipeline is installed and visually inspected by the Engineer, backfill the trench and clean up the site per Section 2300 - Excavation, Backfilling, and Compacting. E. Test the service line per Section 5200 - Inspection and Testing of Sanitary Sewer Pipelines, Manholes, and Service Lines. F. Repair all pavements per Section 6000 - Pavement Repair. G. Repair all incidental damage to buildings, structures, utilities, pavements, landscaping, etc. 3.07 SERVICE LINE REPLACEMENT/REPAIRS A. Obtain permit per City of Fayetteville requirements. B. When possible, the existing tap or wye should be used to connect a repaired or replaced service line. C. When the existing wye or tap cannot be used, then the Contractor shall seal original wye or tap (to prevent entrance or rainwater or debris into the city sewer) and contact the City of Fayetteville to arrange for inspection of seal. D. Repair damaged portion in accordance with these specifications. E. If reinforced flexible rubber couplings are required, be sure to encase them in Class A Concrete as shown in the Standard Details. F. Contact the City of Fayetteville to arrange for inspection of service line repair. 3200.doc 7 3.08 RELOCATE SERVICE EXIT A. Obtain Plumbing Permit from the City of Fayetteville. B. Relocate where the sanitary sewer line exits the structure and plug the old sewer line where it was cut to be rerouted. C. Have the work inspected by the City Plumbing Inspector. END OF SECTION 3200 32oa.doc 8 SECTION 3300 MANHOLES PART 1- GENERAL 1.01 WORK INCLUDED This section covers the materials and procedures used in the construction and repair of sanitary sewer manholes. 1.02 RELATED WORK A. Section 2300 - Excavation, Backiilling, and Compacting. B. Section 3100 - Sanitary Sewer Pipelines. C. Section 3200 - Sanitary Sewer Service Lines. D. Section 3600 - Cast -in -Place Concrete. 1.03 SUBMITTALS A. Furnish Shop Drawings and Submittal Data for approval prior to the delivery of any pre -cast manhole sections. B. Submit for approval any materials not listed specifically below. 1.05 REFERENCES Not Used. 1.06 MANHOLE DIMENSIONS AND LAYOUT A. Construct all manholes in accordance with the Standard Manhole Details in Standard Detail Drawings. B. The required dimensions on manholes are: 1. Cone section height: 24 inches, minimum; 36 inches, maximum. 2. Throat section height: 18 inches, maximum. 3300.doc 1 C. Locate the manhole so the centerlines of all pipelines entering and leaving pass through the center of the manhole. D. The following are minimum manhole diameters for sanitary sewers entering/exiting a manhole at the following range of angles: MANHOLE DIAMETERS Pipes Entering/Leaving Pipes Entering/Leaving at 0° - 45° Bend at 45° - 90° Bend Pipe Size 8"-21„ 48" 48" 24" 48" 60" 27"-30 60" 60" 33"-36" 72" 72" 1.07 PROTECTION A. In all cases, the Contractor is responsible for protecting public and private property; and, protecting any person or persons who might be injured as a result of the Contractor's work. B. All utilities shown on the plans may not represent the exact location; however, the Contractor is responsible for verifying these locations and contacting "Arkansas One Call System" before excavating. PART 2- PRODUCTS 2.01 WATER FOR MORTAR AND GROUT Water: Potable water free from injurious amounts of acids, alkalis, oils, sewage, vegetable matter, and dirt. 2.02 CEMENT Portland Cement, conforming to AASHTO M 85, Type I. 3300.doc 2 2.03 MANHOLE GROUT Cementitious non -shrink grout for use in manholes shall be one specially formulated for stopping active infiltration and filling voids in manholes and similar locations. Grout mix shall provide a quick -setting, volume -stable, cementitious product suitable for patching the interior of manholes when mixed and applied according to the manufacturer's recommendations. Grout mix shall be Strong Seal QSR, or equal. 2.04 CAST -IN -PLACE MANHOLES A. Construct with Class B concrete only as outlined in Section 3600 - Cast -In -Place Concrete. B. Reinforcement shall be as outlined in Section 3600 - Cast -in -Place Concrete. C. The frame for the cover shall be installed when the manhole is constructed. 2.05 PRECAST CONCRETE MANHOLES A. Conform to the latest requirements of ASTM C478. B. Never transport sections to the site until they have achieved a minimum strength of 3,200 psi (80% of 4,000 psi design) as determined by a concrete cylinder test for the concrete batch. C. Mark each piece plainly with manhole numbers and date of manufacture so it can be installed in the proper location, as shown on the plans. D. Make sure factory -installed cutouts in the bottom section are appropriate for the pipe being laid. E. Pipe connections at manhole - Cutouts should be equipped with rubber boots to ensure a watertight connection. Material shall be equal to A-Lok compression connector or A-Lok G3 Boot System, as manufactured by A-Lok Products, Inc. F. Joint Sealant - Flexible rubber sealant for joints in pre -cast manhole sections shall provide permanently flexible watertight joints, shall remain workable over a wide temperature range and shall not shrink, harden or oxidize upon aging. Material shall be equal to RFS Prelubricated Gaskets by Press -Seal Gasket Corporation and shall meet ASTM C 443 and ASTM C 1619 (Classes C and E) requirements. G. No supplemental joint sealant material is permitted. H. All manhole joints shall be sealed with a 6 -inch wide butyl external joint wrap material. Material shall be equal to Bidco Butyl Wrap as manufactured by NPC or Infi-Shield® Gator Wrap by Sealing Systems, Inc. The external joint wrap material must be approved by the City of Fayetteville. 3300.doc 3 1. The frame for the cover shall be installed after the cone section is installed in the field. Joint surfaces between the frame, adjustments, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible butyl gasket joint material, E -Z STIK as manufactured by Press - Seal Gasket Corporation, or equal to ASTM C 990, Section 6.2 Butyl Rubber Sealants, minimum 1/2 inch thick, in two concentric rings along the inside and outside edge of each joint. Position the butt joint for each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 2. All grade adjustments, the exterior surfaces of the frame base, and four inches below the top of the manhole cone shall be cleaned with a wire brush and then waterproofed with trowelable bitumastic gasket material, Trowelable EZ-STIK #3 as manufactured by Press -Seal Gasket Corporation, or equal, in accordance with the manufacturer's specifications. A protective polyethylene cover shall be placed over the waterproofing material when backfilling, following sealing of the frame to the manhole. Trowelable bitumastic gasket material is not required if no grade adjustment rings are used. 3. When grade adjustment rings are placed on the manhole structure to obtain proper grade, no more than 18 vertical inches from the top of the frame to the top of the manhole cone may be used. J. All precast manhole sections shall have the exterior coated with two mop coats of coal tar epoxy, Kop Coat "Bitumastic Black Solution," Tnemec, "46-450 Heavy Tnemecol," Carboline "Bitumastic 300M," or equal. Dry film thickness shall be a minimum of 14.0 mils per coat. Recoating shall be done in accordance with manufacturer's recommendations. K. REJECTION OF PRECAST MANHOLE SECTIONS Precast reinforced concrete manholes, risers and tops shall be subject to rejection for failure to conform to any of the following specification requirements: I. Fractures or cracks passing through the shell, except for a single end crack that does not exceed the depth of the joint; 2. Defects that indicate imperfect proportioning, mixing and molding; 3. Surface defects indicating honeycombed or open texture; 4. Damaged ends, where such damage would prevent making a satisfactory joint; 3300.doc 4 5. Infiltration into manhole exceeding allowed limits; 6. The internal diameter of the manhole section shall not vary more than one (1) percent from the nominal diameter; 7. Not clearly marked date of manufacturer, trade name, size designation part number, and ASTM number; 8. Having a deviation more than 114" from the straight edge at any point across the top of manhole cone section or riser ring; and/or 9. Having any visible steel bars along inside or outside surface of the manhole except for reinforcement stirrups or spacers used to position the cage during manufacture. 2.06 CORROSION PROTECTION A. Manholes located on 15 -inch and larger sewer lines shall be epoxy coated on the interior. B. Manholes on sewer lines within 100 feet of a 15 -inch and larger sewer line shall be epoxy coated on the interior. C. The products shall only be applied by personnel thoroughly familiar with handling of the coating material, and in accordance with the manufacturers specifications, recommendations and requirements. 1. Raven Ultra High -Build Epoxy Coating, designated as Raven 405, with an average thickness of 100 mils and a minimum thickness of 80 mils. 2. Warren Environmental Systems, designated as S-301, with an average thickness of 100 mils and a minimum thickness of 80 mils. 3. All epoxies shall meet the following minimum requirements: Flexural Strength ASTM D790 6,000 psi Compressive Strength ASTM D695 8,000 psi Tensile Strength ASTM D638 4,000 psi Tensile Elongation ASTM D638 4% Adhesion ASTM D4541 Concrete Substrate Failure D. Any damage to an epoxy system on existing manholes shall be repaired by the City at the expense of the contractor. 3300.doc 5 2.07 MANHOLE DROP A. Drop on the outside of the manhole: Concrete encased PVC pipe and fittings as specified in Section 3000 — Pipe, Fittings, and Materials. 2.08 STANDARD MANHOLE FRAME AND COVER A. Cover must have the words FAYETTEVILLE ARKANSAS SANITARY SEWER and PERMIT REQUIRED CONFINED SPACE cast in the top. Also, include two closed pick holes in top side of cover. B. Minimum combined weights of the manhole frame and cover is 260 pounds. Minimum cover weight is 120 pounds. Minimum frame weight is 140 pounds. C. All castings shall be cast with the approved foundry's name, manufacturing foundry mark, part number, and production date in mm/dd/yy format. All castings shall be manufactured in the USA and shall be clearly marked "Made in USA." D. All castings: Free from porosity, blowholes, hard spots, shrinkage, distortion and other defects; smooth and well cleaned by sandblasting; manufactured true to pattern. E. Frame and cover dimensions: Refer to Standard Detail Drawings. Final casting dimensions may vary one-half the maximum shrinkage possessed by the metal or no more than +/- 1/16 inch per foot. F. Cover and frame bearing surface: smooth finish, non -rocking design or machined bearing surfaces to prevent rocking and rattling under traffic. G. Cast Iron: ASTM A 48, Class 35B. H. Ductile Iron: ASTM A 536, Grade 80-55-06. 2.09 HINGED AND GASKETED MANHOLE FRAME AND COVER A. Manhole frame shall be cast or ductile iron. Manhole cover shall be ductile iron. Seal shall be by replaceable t -gasket. B. Cover must have the words FAYETTEVILLE ARKANSAS SANITARY SEWER and PERMIT REQUIRED CONFINED SPACE cast in the top. Also, include one pickbar in top side of cover. C. Hinged and gasketed manhole frame and cover shall open to 120°, remove at 120°, and have a safety stop at 90°. 3300.doc 6 D. All castings shall be cast with the approved foundry's name, manufacturing foundry mark, part number, and production date in mm/dd/yy format. All castings shall be manufactured in the USA and shall be clearly marked "Made in USA." E. All castings: Free from porosity, blowholes, hard spots, shrinkage, distortion and other defects; smooth and well cleaned by sandblasting; manufactured true to pattern. F. Frame and cover dimensions: Refer to Standard Detail Drawings. Final casting dimensions may vary one-half the maximum shrinkage possessed by the metal or no more than +/- 1/16 inch per foot. G. Cover and frame bearing surface: smooth finish, non -rocking design or machined bearing surfaces to prevent rocking and rattling under traffic. H. Cast Iron: ASTM A 48, Class 35B. I. Ductile Iron: ASTM A 536, Grade 80-55-06. Frame shall be anchored to the manhole cone per standard detail. 2.10 MANHOLE STEPS Manhole steps shall NOT be installed in any manholes. 2.11 RUBBER WATERSTOP GASKETS Waterstop gaskets shall be required at ALL manhole connections. Manhole seals shall be concrete manhole adapter by Fernco, A-Lok, or approved equal. 2.12 MANHOLE RISER RING Manhole riser rings shall be compatible with the size and type of manhole cover with which it will be used. 2.13 RAIN STOPPERS (MANHOLE INSERT) Rain stoppers shall be installed in ALL manholes that are not gasketed. A. Polyethylene Insert The manhole insert shall be of corrosion -proof high density polyethylene that meets or exceeds the requirements of ASTM D1248, Category 5, Type III with a minimum impact brittleness temperature of -180°F. 3300.doc 7 2. The minimum thickness of the manhole insert shall be 3/16. 3. The manhole insert shall have a strap for removing the insert. The strap shall be made of minimum i" wide woven polypropylene or nylon webbing, with the ends treated to prevent unraveling, Stainless steel hardware shall be used to securely attach strap to the insert. 4. The manhole insert shall have one or more vent holes or valves to release gases and allow water inflow at a rate no greater than 5 gallons per 24 hours. The valve shall be installed by the manufacturer at the factory. 5. There shall be a minimum 5 -year warranty on all parts of the insert. 6. The insert shall have proof of durability in traffic impact loads and shall have an Engineer certified proof test passing H-20 loading. B. Stainless Steel 1. Stainless steel inserts shall be installed at locations with pipe size diameters of outfalls 15 inches or greater and as directed by the Engineer. 2. The manhole insert shall be as manufactured by Inflow Systems, Inc., Largo, Florida or approved equal. 3. Insert shall be 304 stainless steel. PART 3- EXECUTION 3.01 MANHOLES - GENERAL A. Perform excavation and prepare base area in accordance with Section 2300 - Excavation, Backfilling, and Compacting. B. Never install base in a water filled excavation. C. Place base per the Standard Detail Drawings and Section 3600 - Cast -in -Place Concrete. Extend base a minimum of six inches beyond finished sides of manhole. D. Extend all pipes entirely through the manhole wall so that a joint occurs no closer than 24 inches outside the manhole wall. E. Pipe installed for future extensions shall have one full joint of pipe installed. F. After manhole is constructed, wait no less than 48 hours, then backfill per Section 2200 - Excavation, Backfilling, and Compacting. 3300.doc 8 3.02 CAST -IN -PLACE MANHOLES A. Dimension and layout: Per City of Fayetteville Detail Drawings and Tables. The top section or cone must be concentric with the barrel unless otherwise noted. B. The frame shall be set in accordance with City of Fayetteville Details. C. Install rubber waterstop gaskets in the walls around all pipes. D. Interior finish: Smooth, free of fins or sharp edges. E. Invert to be constructed in accordance with City of Fayetteville Details. The bench wall shall be formed to the crown of the inlet and outlet pipes to form a "U" as shown in the Standard Details. F. Care should be taken to prevent the end of the pipe from deflecting, due to loads imposed by the weight of the concrete. G. Construction joints on manholes of excessive depth shall be connected with reinforcement approved by the Engineer. 3.03 PRECAST MANHOLES A. Dimension and layout: Per City of Fayetteville Detail Drawings. The top section or cone must be concentric with the barrel unless otherwise noted. B. The bottom section for pre -cast manholes shall be manufactured as an integral part of the manhole base slab. C. Install remaining sections in a truly vertical plane. D. Fill space between pipe and periphery of cutout on the interior of the manhole with non -shrink grout from the bottom of the invert to the spring line of the sewer pipe (1/2 pipe depth). E. Grout joints between sections, interior only. F. Interior finish: smooth, free of fins or sharp edges. G. Invert to be constructed in accordance with City of Fayetteville Details. The bench wall shall be formed to the crown of the inlet and outlet pipes to form a "U" as shown in the Standard Details. H. Grout and/or plug lifting holes for manholes. I. All manhole joints shall be sealed with an external joint wrap material. 3300.doc 9 3.04 DROP MANHOLES A. Install a drop manhole when the vertical difference between the pipe entering and leaving the manhole exceeds two (2) feet. B. Construct manhole base, barrel, and top per the requirements for cast -in -place or pre- cast manholes. C. Construct drop of PVC pipe and fittings per Standard Details. D. Encase the pipe and fittings in Class A or B concrete as per Standard Details. 3.05 MANHOLE FRAME AND COVER A. Set the manhole frame in Class B concrete as shown on the Standard Details as an integral part of the manhole construction. B. Set manhole frame and cover top level and to the elevation shown on the Drawings. In public rights -of -way, set the ring and cover flush with pavements, sidewalks, or other paved surfaced areas. 3.06 MANHOLE INVERT A. Invert depth at the flow line: the same as the pipe diameter. B. In curved inverts, make curves with the longest possible radius to facilitate smooth flow and the insertion of cleaning and televising equipment. C. Invert shape: U-shaped, full depth to crown of pipe. D. Invert materials and finish: Class B Concrete, smooth finish. E. Invert grade: Constant, smooth grade; no offsets. F. Bench: Slope grout upward from the edge of the invert to the manhole wall. G. Form a flow channel in the bench for any services stubbed into manhole. Form invert and finish per above. H. Cut the upper half of any pipe extending inside the manhole wall flush with the wall. Smooth rough edges with grout. 3300.doc 10 3.07 MANHOLE REPAIRS A. Make all repairs in accordance with these specifications. B. Use manhole grout in patching around new taps. C. Plaster all brickwork with mortar. 3.08 MANHOLE RISER RING A. Manhole riser rings may be used to raise manhole covers to grade. B. The throat section height shall not exceed 18 inches. The throat section shall be defined as the distance from the bottom of the integral cast manhole ring to the top of the manhole cover. 3300.doc 11 (THIS PAGE INTENTIONALLY LEFT BLANK) END OF SECTION 3300 3300.doc 12 SECTION 3400 UTILITY LINE BORES PART 1- GENERAL 1.01 WORK INCLUDED A. Provide encasement pipe jacked through bored tunnel for crossing of utility pipe lines under roadways where shown in the Contract Documents. B. Pulling or jacking carrier pipe through encasement pipe. C. Providing synthetic end seals at ends of encasement pipe. 1.02 RELATED WORK Section 3100 - Sanitary Sewer Pipelines 1.03 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A139 Specification for Electric -Fusion (Arc) - Welded Steel Pipe (sizes 4" and over). 2. ASTM A211 Specifications for Spiral -welded Steel or Iron Pipe. B. American Welding Society (AWS): 1. AWS Dl.! Structural Welding Code. 3400.doc I PART 2- PRODUCTS 2.01 MATERIALS A. Encasement pipe: Smooth wall steel pipe conforming to ASTM A139 (Grade B), ASTM A211, or AWWA C202 (Grade B), with ends prepared for welded joints. B. Welding materials: Type required for materials being welded and conforming to applicable AWS Specifications. C. Sand: Clean, industrial sand, concrete sand, masonry sand, or other type approved by Engineer. D. Grout: Cementitious grout shall consist of a preblend of lightweight aggregate, cement, fly ash and admix to prevent segregation and promote expansion upon setting. Loose bulk density for the dry mix materials shall be 30 to 35 pounds per cubic foot. Grout shall equal or exceed Strong -Seal Grout 250 - Product Code 2133 and shall be packaged in 2 cubic foot bags. E. Flowable Fill: Flowable fill shall conform to Section 206 -- Flowable Select Material of the Arkansas State Highway and Transportation Department's Standard Specifications for Highway Construction, latest edition. F. Casing Spacers: Shall be stainless steel, Cascade Model CCS as manufactured by Cascade Waterworks Mfg. Co., or approved equal. G. Casing End Seals; Shall be of a synthetic material that is designed for the specific application. Shall be secured to the encasement pipe and the carrier pipe with stainless steel bands, Cascade Model CCES, or approved equal. I 11 A. The encasement pipe shall be capable of supporting all traffic and earth loads. The Contractor shall submit design calculations supporting the selection of the encasement pipe thickness used. B. Minimum thickness for encasement shall be as follows: Diameter of Casing Pipe Minimum Thickness 12" OR LESS .2500" OVER 12" - IS" .3125" OVER 18" - 22" .3750" OVER 22" - 28" .4375" OVER 28" - 34" .5000" OVER 34" - 42" .5625" OVER 42" --- 48" .6250" 3400.doc 2 B. When boring under railroad right-of-way, minimum thickness shall be determined by railroad standards. PART 3- EXECUTION 3.01 EXCAVATION A. Highway Bore: Do not set up equipment or begin excavating pit on state highway without permission of Arkansas Highway and Transportation Department District Engineer or his authorized representative. B. Railroad Bore: Do not set up equipment or begin excavating pit on or near railroad property without permission of the respective railroad company. C. Highway and railroad permits will be obtained by the City. Contractor shall coordinate with City on obtaining Right-of-way permit from railroad and shall conform to all requirements there in. 3.02 INSTALLATION, ENCASEMENT PIPE A. General: Install encasement pipe at grade and alignment shown on Drawing. Allow for height of casement spacers when establishing grade for gravity line encasement pipe. Refer to Standard Details. B. Bores: I. Excavate pits and trenches required at each side of crossing to minimum width and length necessary for boring and jacking operation and carrier pipe installation. 2. Carefully set steel guide rails in pit to attain specified grade and alignment. 3. Keep pit pumped free of standing water. Maintain pit bottom to provide stable base for rails and equipment and firm footing for workmen. Granular material used in bottom of pit will not be paid for as "Additional Trench Bedding". 4. Provide temporary sheeting and bracing as necessary to prevent earth slides. 5. Bore tunnel and simultaneously jack encasement pipe forward one section at a time. Connect sections by full penetration butt welding performed in accordance with AWS D1.1. 6. Remove excavated soil from boring operation as it enters pit and dispose of it offsite. 3,400.doc 3 7. Voids between the encasement pipe and the surrounding soil shall be pressure filled with grout. 3.03 INSTALLATION, CARRIER PIPE A. Joint pipe as specified in Section 3100- Sanitary Sewer Pipelines. Pull or jack carrier pipe through encasement pipe. Do not allow cables or jacks to be in direct contact with carrier pipe while pulling or jacking pipe. Use timber or padded steel member. B. A minimum of two casing spacers shall be installed on 13 -foot pipe joints. A minimum of three casing spacers shall be installed on 20 -foot pipe joints. One casing spacer shall be installed at the "stop line" of the spigot end of the pipe. C. All carrier pipe installed through the encasement shall be fully restrained. Over - belling of the carrier pipe shall be prevented. 3.04 BACKFILL A. Prior to backfill, seal ends of encasement pipe with and end seal as shown in the Standard Details. B. Use material excavated from pit. C. Backfill against ends of encasement pipe. D. Backfill pit and carrier pipe in same manner as specified in Section 3100 - Sanitary Sewer Pipelines. 3.05 CLEANUP Clean up ground surface around work area in same manner as specified for line work in Section 2300 - Excavation, Backfilling and Compacting. END OF SECTION 3400 3400.doc 4 SECTION 3600 CAST -IN -PLACE CONCRETE PART 1- GENERAL 1.01 WORK INCLUDED A. This section covers cast -in -place concrete materials, reinforcing steel, forms, and finishing in conjunction with sanitary sewer pipeline construction. B. Use Class B Concrete in all manholes and other structures. C. Use Class A Concrete for bedding and blocking only. 1.02 RELATED WORK A. Section 2300 - Excavation, Backfilling, and Compacting B. Section 3100 - Sanitary Sewer Pipelines C. Section 3200 - Sanitary Sewer Service Lines D. Section 3300 - Manholes E. Section 6000 - Pavement Repair 1.03 QUALITY ASSURANCE Not used. 1.04 SUBMITTALS Submit mix design, equipment details, and vendor name for field batched concrete. 1.05 REFERENCES Not used. 3600.doc 1 PART 2- PRODUCTS 2.01 CONCRETE A. Concrete: composed of Portland Cement; fine and coarse aggregate; water; and, an air entraining agent. Provide either Class A concrete or Class B concrete as described below. B. For Class A and Class B concrete use ready -mixed concrete; conform to ASTM C 94, latest edition; deliver and place within one hour after all materials have been placed in the mixing drum. C. Proportion components, except water, by weight. Water may be measured by volume. One sack of Portland Cement consists of one cubic foot or 94 pounds. Proportion components to meet these requirements: 1. Class A Concrete: a. Minimum sacks of cement per cubic yard: five and one half (5.5) b. Maximum net water content per 94 lb. bag of cement: 6.5 gallons c. Slump range: 1 - 4 inches d. Minimum 28 day compressive strength: 3,500 PSI e. Air Content: 4 - 7 percent 2. Class B Concrete: a. Minimum sacks of cement per cubic yard: six and one half (6.5) b. Maximum net water content per 94 lb. bag of cement: 6.5 gallons c. Slump range: I - 4 inches d. Minimum 28 day compressive strength: 4,000 PSI e. Air Content: 4 - 7 D. Cement: Portland Cement conforming to AASHTO M 85, Type I. Use Type III cement (high early strength ) only if approved by the Engineer. E. Fly ash: Fly ash may be used as a partial cement replacement not exceeding 20% by weight of the cement when approved by the City. When fly ash is used, the total weight of both cement and fly ash will be used in design calculations. 3600.doc 2 F. Water: potable water free from injurious amounts of acids, alkalis, oils, sewage, vegetable matter and dirt. G. Air entraining agent: use in all Class A and Class B concrete as required; conform to AASHTO M 154; add to the mixing water in solution; proportion to provide four (4) to seven (7) percent air in the concrete. H. Fine aggregate: clean, hard, durable particles of natural sand free from injurious amounts of organic impurities; conform to the gradation requirements of AASHTO T 27. I. Coarse aggregate: clean, hard and durable crushed stone or washed gravel; reasonably well graded from course to fine; per AASHTO T 27. 2.02 REINFORCING STEEL A. Steel bars: deformed, conforming to ASTM A 615 or A 617. B. Steel wire: conform to ASTM A 82, Cold -Drawn Steel Wire for Concrete Reinforcement. C. Wire mesh: conform to ASTM A 185; gauge and mesh per plans. D. Submit reinforcing steel bars shop drawings for approval. E. All steel reinforcement: free from rust, scale, mortar, dirt, or other objectionable coatings. PART 3- EXECUTION A. Perform excavation per Section 2300 - Excavation, Backfilling, and Compacting. B. Build forms neat, square, and flat so concrete will have smooth finish when forms are pulled. Construct forms to provide finished concrete to dimensions shown on plans. C. Place reinforcing steel accurately in accordance with details shown on the plans and properly secure in position. D. Vibrate all structural concrete as it is placed using internal vibrators capable of transmitting vibration to the concrete at frequencies not less than 4,500 impulses per minute. Do not use form vibrators. Limit vibration to provide satisfactory consolidation without causing segregation. Do not insert vibrator more than six (6) inches into the lower courses previously vibrated. Use vibrators in a 36©0.doc 3 substantially vertical position; insert at uniformly spaced points no farther apart than the visible effectiveness of the vibrator. E. Allow concrete to cure for at least 48 hours before stripping forms. If concrete is in a structural member, do not remove forms until the concrete can withstand safely all superimposed loads. F. On all exposed surfaces, including the inside surface of manholes, remove all fins and projections so the surface is smooth. Cut out and fill with grout any honeycombed areas. Extensive honeycombing is not allowable. END OF SECTION 3600 3600.doc 4 SECTION 5000 PIPELINE CLEANING PART 1- GENERAL 1.01 WORK INCLUDED A. This Section covers the cleaning of sanitary sewer lines. 1.02 RELATED WORK A. Standard Detail Drawings B. Section 3100 - Sanitary Sewer Pipelines C. Section 3200 - Sanitary Sewer Service Lines D. Section 3300 - Manholes E. Section 5100 - Pipeline Television Inspection 1.03 SUBMITTALS The Contractor shall submit for approval manufacturer's brochures and specifications for his proposed cleaning equipment. The equipment and methods selected for cleaning shall be approved by the Engineer. 5000.doc PART2-PRODUCTS 2.01 EQUIPMENT A. Equipment selected for cleaning shall be of a type generally recognized by the trade for the purpose being used and that has proved satisfactory. The equipment shall be capable of removing all roots, dirt, grease, rock and other deleterious material and obstructions from the sewer lines and manholes that would prevent efficient use of the inspection equipment. 1. Hydraulic cleaning equipment shall be of a movable dam type and shall be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. Sewer cleaning balls or other such equipment which cannot be collapsed instantly will not be considered acceptable cleaning equipment. The moveable dam shall be of the same diameter as the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure total removal of grease. If a line segment is found to be completely stopped up or plugged or heavily intruded with roots, then a mechanical root cutter shall be used. 2. High velocity hydro -cleaning equipment shall be truck mounted for ease of operation. The equipment shall have minimum of 600 feet of! inch I.D. high pressure hose with a selection of two or more high velocity nozzles. The nozzles shall have a capacity of 60 GPM at a minimum working pressure of 1000 pounds per square inch (psi). The nozzles shall be capable of producing a scouring action from 15 degrees to 45 degrees in all size lines designated to be cleaned. Equipment shall also have a high velocity gun for washing and scouring manhole walls and floor. The equipment shall carry its own water tank capable of holding corrosive or caustic cleaning or sanitizing chemicals, auxiliary engines, pump and a hydraulically driven hose reel. All controls shall be located so that equipment can be operated above ground with minimal interference to traffic and/or danger to the operator. 3. Mechanical cleaning equipment shall be used to remove heavy accumulations of silt, sludge, etc., and roots. Bucket machines shall be operated in pairs with each machine powered by an engine with a minimum of 16 horsepower (HP) to ensure sufficient pulling power. Machines shall be capable of operating at least two speeds to match job conditions. Sufficient accessories and tools shall be furnished to accomplish the required cleaning in a complete and efficient manner. 4. Power rodding machines shall be of a continuous rod type, capable of holding a minimum of 1000 feet of rod. The rod shall be specifically treated steel. The machine shall have a positive rod drive and produce a 5000.doc 2 2000 pound rod pull. To insure safe operation, the machine shall have a fully enclosed body and an automatic safety throw -out clutch. 5. Cleaning equipment shall be provided that includes an air conveying vacuum system to provide for the simultaneous removal of the debris flushed to the manhole. 6. A temporary debris catcher, as approved by the Engineer, shall be used in the downstream manhole. See Standard Detail Drawings. 2.02 PERSONNEL Contractor personnel shall be thoroughly familiar with all phases of sewer line cleaning to insure satisfactory end results without causing damage to the sewer lines or adjacent property. PART 3- EXECUTION 3.01 CLEANING EQUIPMENT A. Since the success of related work depends a great deal upon the cleanliness of the lines, the importance of the cleaning operation cannot be too strongly emphasized. The equipment selected for cleaning shall be capable of removing all dirt, grass, rocks and other deleterious materials from the sewer lines and manholes. Particular emphasis is placed on the removal of grease accumulations so that cracks and breaks can be observed during television inspection and so that joints can be isolated during testing and sealing operations. B. The Contractor shall make an inspection of the lines to be cleaned in order to determine the type of cleaning equipment that is required. It is anticipated that hydraulic cleaning will be adequate for most of the line segments. 3.02 CLEANING REQUIREMENTS A. Prior to inspection, the designated sewer lines, as shown on the project drawings, will be thoroughly cleaned as specified below: 1. The sewer lines shall be cleaned by using standard mechanically powered or hydraulically propelled cleaning tools or combinations thereof, such as rodding machines, boring machines, hydraulic balls, cones, ferrets, or other similar devices. 2. All roots, sludge, dirt, sand, rock, grease and other solid or semi -solid material resulting from the cleaning operations shall be removed at the downstream manhole without passing the material from section to section, which could cause stoppage of the lines or accumulation in the wet well 5000.doc and damage to pumping equipment. When cleaning equipment is used, a debris catch riser as shown in the standard details shall be used in the downstream manhole so that both solids and water shall be trapped. All solids or semi -solids resulting from the cleaning operations shall be removed from the site and disposed of at no additional cost to the Owner. It the responsibility of the Contractor to secure a legal dump site for the disposal of this material. 3. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. Whenever hydraulically propelled cleaning tools, which depend upon water pressure to provide their cleaning force or any tools which retard the flow of water in the sewer lines are used, precautions shall be taken to insure that the water pressure created does not cause any damage or flooding to public or private property being served by the manhole section involved. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed or used when there is a fire in the area. Before using any water from the City water supply system, the Contractor shall apply for and receive permission from the City of Fayetteville. The Contractor shall be responsible for the water meter and related charges for the set up, including the water usage bill. All expenses shall be considered incidental to cleaning. 4. UNDER NO CIRCUMSTANCES SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. END OF SECTION 5000 5000.doc 4 SECTION 5100 PIPELINE TELEVISION INSPECTION PART 1- GENERAL 1.01 WORK INCLUDED A. All new sewer lines constructed shall be inspected via internal television inspection. B. This section covers the television inspection of sanitary sewer lines. 1. The inspection of each line shall be by a television (TV) camera especially designed to accurately show the condition of the lines from the interior and with the ability to pinpoint the locations of line faults and necessary repairs. 2. A sewer line joint means the junction of two adjacent lengths of sewer pipe, and a fault is any crack too small to warrant pipe replacement. The term "manhole section" as used in these specifications shall mean the length of pipe connecting two manholes. 1.02 RELATED WORK A. Section 3100- Sanitary Sewer Pipelines B. Section 3200 - Sanitary Sewer Service Lines C. Section 5000 - Pipeline Cleaning 1.03 SUBMITTALS The Contractor shall submit for approval manufacturer's brochures and specifications for proposed TV equipment. 5100.doc I 1.04 INSPECTION A. Immediately upon cleaning the sewer line in one location, it shall be televised to determine the condition of the line and location of existing service connections, etc. B. The sewer lines shall be visually inspected by TV camera. The section being inspected shall be suitably isolated from the remainder of the sewer line as necessary. C. The camera shall be moved through the line in either direction at a uniform slow rate not to exceed 60 feet per minute, by means of cable winches, or similar mechanisms. Under no circumstances shall the camera be tethered to a hydraulically propelled or high -velocity jet cleaning device while the cleaning device is on. D. The camera shall stop at each service connection and provide a view up the service line. E. Telephone, or similar suitable means of communications, shall be set up between the two winches, the pumping unit and the monitor control. F. Under certain conditions, it may be impossible for inspection equipment to pass through a manhole section due to damaged pipe or other obstructions not correctable by internal methods. In such cases, the Engineer will be notified. G. TV inspection will be done one manhole section at a time and the flow in the section being inspected will be suitably controlled. Sewer flow will not exceed those shown below as measured in the manhole: 6" - 10" Pipe 1 inch 12" - 14" Pipe 2 inches 14" - 24" Pipe 3 inches Over 24" Pipe 4 inches H. The Contractor will make all provisions for pumping or bypassing the flow around the manhole section and the cost shall be incidental to TV inspection. Contractor shall not be allowed to float the camera unless permitted by the Engineer. I. It is possible that some sections of the sewer line cannot be televised; therefore, house or building connection lines will have to be located on the ground by the Contractor. All cost for locating these service lines shall be included in the cost bid for house or building service line reconnection. 5100.doc 2 PART 2- PRODUCTS 2.01 TELEVISION INSPECTION EQUIPMENT A. The television camera and monitoring equipment shall be specifically designed and constructed to perform the work as specified. The camera shall be operative in conditions of 100% humidity and/or under water. The camera shall be small enough to pass through a 6 inch diameter sewer and shall be waterproof with a self contained lighting system capable of producing enough light to produce clear, bright, sharp pictures on the monitor. The lighting and camera quality shall be suitable to allow a clear, in focus picture of a minimum of 6 linear feet of the entire inside periphery of the sewer pipe. Picture quality and definition shall be to the satisfaction of Engineer; otherwise, the equipment shall be removed from the line without pay. B. The monitor shall be located within a temperature controlled television unit that will accommodate three people to watch the sewer line inspection. The monitor will have a 12 -inch minimum viewing screen. The Engineer will have access to view the television monitor at all times. PART 3- EXECUTION 3.01 TELEVISION INSPECTION BY THE CONTRACTOR A. The Contractor shall furnish video media of the lines televised to the Engineer for review and comments, which may require up to thirty (30) calendar days from the date submittal to the City. The video media shall be DVD format. Each video media shall be permanently labeled with the following information furnished: 1. Project Job Number 2. Manhole to Manhole Designation 3. Name of Contractor 4. Date Televised B. The following information shall be recorded and visible onscreen for 10 seconds immediately before the start of televising each line segment: 1. Project Job Number 2. Manhole to Manhole Designation (Number, Pipe Material, Size of Line, and Direction of Televising) 3. Name of Contractor 5100.doc 4. Date Televised 5. Street and or Easement Location 6. Drawing Sheet Number C. A continuous uninterrupted recording of distance from the insertion manhole shall be visible at the lower left corner of the screen at all times during inspection. D. The following information shall be provided in hard copy to accompany each tape: 1. Project Job Number 2. Name of Contractor 3. Date Televised 4. Street or Other Location 5. Upstream Manhole Designation 6. Downstream Manhole Designation 7. Pipe Material 8. Pipe Diameter 9. Direction of Televising (Downstream or Upstream) 10. Continuous Time Log Designating Start and Finish of Each Line Segment Televised. Time shall begin at Ohr 0min Osec at the beginning of each tape. 11. Location of Service Connections E. Media will become the property of the City. If the video is of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor will be required to retelevise and provide a good video of the line at no additional cost to the City. END OF SECTION 5100 5100.doc 4 SECTION 5200 INSPECTION AND TESTING OF SANITARY SEWER PIPELINES, MANHOLES, AND SERVICE LINES PART 1- GENERAL 1.01 WORK INCLUDED This section covers the inspection and testing of pipelines, manholes, and service lines. Testing is required before final acceptance of pipelines and service lines by the City. 1.02 RELATED WORK A. Section 3000 — Pipe, Fittings, and Materials B. Section 3100 - Sanitary Sewer Pipelines C. Section 3200 - Sanitary Sewer Service Lines D. Section 3300 - Manholes E. Section 5100 - Pipeline Television Inspection 1.03 SCOPE OF WORK All pipelines shall be inspected and tested before final acceptance. The methods to be used are as follows: A. New Gravity Sewer Pipelines 1. Visual inspection during installation and before backfill. 2 Low pressure air test. 3. Television inspection. 4. Mandrel test (Flexible pipes only) 5. Final Visual Inspection 6. Infiltration/exfiltration 7. Tracer wire continuity test. 5200.doc 1 B. Manholes 1. Visual inspection during installation and before backfill. 2. Vacuum testing. 3. Exfiltration test. 4. Final Visual Inspection. C. Replacement Pipelines and Point Repairs 1. Visual inspection during installation and before backfill. 2. Low pressure air test/exfiltration, infiltration. 3. Television inspection. 4. Mandrel test (Flexible pipes only). 5. Final Visual Inspection. D. Force Mains 1. Visual inspection during installation and before backfill. 2. Hydrostatic pressure test. E. Service Lines 1. Visual inspection during installation and before backfill. 2. Low pressure air test. 3. Exfiltration test. 1.04 DELIVERABLES A. The Engineer shall provide a complete and comprehensive testing report summary complete with all inspection and testing dates and results. PART 2- PRODUCTS Not Used. 5200.doc 2 PART 3- EXECUTION 3.01 VISUAL INSPECTION DURING INSTALLATION AND BEFORE BACKFILL The Engineer shall be responsible for inspecting pipelines, manholes, and service lines during all phases of construction. The Engineer shall provide full time inspection services. All work not conforming to these specifications that is discovered during this inspection phase will be corrected by the Contractor. 3.02 PRESSURE TEST FOR GRAVITY SEWER PIPELINES A. The Contractor will perform pressure tests on all gravity sewer pipelines. B. Lines will not be accepted until they pass all required tests. C. Perform the tests in the presence of the City representative. Provide at least 48 hours notice before beginning testing. D. The primary test method is the Low Pressure Air Loss test. 3.03 LOW PRESSURE AIR LOSS PROCEDURE FOR GRAVITY SEWER PIPELINES A. Plug all pipe outlets with suitable test plugs. Brace each plug securely. B. Pipe air supply to pipeline to be tested so that air supply may be shut off, pressure observed, and air pressure released from the pipe without entering the manhole. Install a valved branch in the supply line past the shut-off valve terminating in a 1/4" female pipe thread for installation of the test gauge. C. Add air slowly to portion of pipe under test until test gauge reads at least 4 psig, but less than 5 psig. D. Shut air supply valve and allow at least two minutes for internal pressure to stabilize. E. The pressure shall then be decreased to 3.5 psig. F. Upon reaching 3.5 psig, the time in minutes.seconds for the pressure to fall 1 psig so that pressure at the end of time of the test is at least 2.5 psig shall be observed. G. Compare observed time with minimum allowable times in the following chart for pass/fail determination. 5200.doc 3 TEST CHART FOR AIR TESTING SEWERS Leakage Testing of Sewers by Low Pressure Air Loss (Time Pressure Drop Method) Table 1 - Minimum Test Times in Minutes.Seconds for 1sig drop (3.5 psig to 2.5 psig) Distance Between Manholes Nominal Pie Diameter (inches) 8 10 12 15 18 21 24 30 36 42 100 7.33 9.26 11.20 14.10 17.00 19.49 22.47 35.36 51.17 69.48 150 7.33 9.26 11.20 14.10 17.00 26.1 34.11 53.25 76.55 104.42 200 7.33 9.26 11.23 17.48 25.38 34.54 45.35 71.13 102.34 139.36 250 7.33 9.53 14.14 22.15 32.03 43.37 56.59 89.02 128.12 174.3 300 7.35 11.52 17.05 26.42 38.27 52.21 68.22 106.5 153.51 209.24 350 8.51 13.51 19.56 31.09 44.52 61.04 79.46 124.39 179.29 244.19 400 10.07 15.49 22.47 35.36 51.17 69.48 91.10 142.27 205.08 279.13 450 11.23 17.48 25.38 40.04 57.41 78.31 102.34 160.I6 230.47 314.07 500 12.39 19.47 28.29 44.31 64.06 87.15 113.58 178.04 256.25 349.01 550 13.55 21.45 31.20 48.58 70.31 95.58 125.21 195.52 282.04 383.55 600 15.11 23.44 34.11 53.25 76.55 104.42 136.45 213.41 307.42 418.49 H. Where groundwater level is above the crown of the pipe being tested, increase test pressure at the rate of 1 psi for every 2.5 feet of water above the crown. I. Air Testing Safety Requirements: 1. Securely brace plugs used to close the sewer pipe for the air test; this is to prevent the unintentional release of a plug which can become a high velocity projectile. For example: four pounds (gauge) air pressure develops a force against the plug in a 12" diameter pipe of approximately 450 pounds; this force can propel a 12 -inch plug weighing 10 pounds to supersonic speeds. 2. Locate gauges, air piping manifolds, and valves at the top of the ground. Entry by anyone into a manhole where a plugged pipe is under pressure is strictly prohibited. 3.04 TELEVISION INSPECTION The Contractor shall televise all newly installed sewer mains as follows: A. Television inspection shall be performed no less than 30 -days after the pipe has been backfilled. Inspection shall be performed after mandrel testing, if applicable. 5200.doc 4 B. The Contractor shall clean all lines thoroughly prior to the start of televising. C. Prior to performing the video test, a 5 gallons of clean water per 100 feet of sewer line shall be poured down the sewer main in order to highlight low spots. D. The Contractor shall televise each segment of pipe. E. The Contractor shall review the video for possible defects in material or workmanship. F. The Contractor shall correct any defects discovered during the television inspection at the Contractor's expense. G. The Contractor shall deliver to the Engineer final video and logs after all defects have been repaired. 3.05 MANDREL TEST (FLEXIBLE PIPE ONLY) A. Mandrel testing shall be performed no less than 30 -days after the pipe has been backfilled. B. The maximum allowable pipe deflection is five (5) percent of the inside pipe diameter. C. Any sewer pipe which fails the mandrel test prior to final acceptance will not be accepted by the City until the defects are corrected. D. All mandrel tests shall be performed by the Contractor while observed by City personnel. 3.06 SUPPLEMENTAL MANDREL TESTING A. The City may at any time after final acceptance perform supplemental mandrel testing on pipelines constructed of flexible pipe material. These supplemental tests will be performed as detailed above with a maximum allowable long term deflection of five percent (5%). B. Any sewer pipe which fails the mandrel test prior to expiration of the maintenance bond will be corrected by the Contractor at the Contractor's expense. If the Contractor fails to correct these defects after a reasonable time, the City will correct the defects and file a claim with the bonding company. 5200.doc 5 3.07 FINAL VISUAL INSPECTION A. Upon completion of the above tests the Engineer will perform a final visual inspection of pipelines and manholes. B. A punch list of defects (including obvious running leaks) will be prepared and sent to the Contractor for correction at the Contractors' expense. 3.08 INSPECTION FOR SERVICE LINES A. All building sewer installations shall be inspected and approved by an authorized City inspector. B. Backfill may only be placed on the completed portions of a building sewer following inspection. No approval certificate shall be issued until all portions of a building sewer from the main connection to the building foundation have been inspected and approved by an authorized inspector. At the time of inspection, the pipe should be in place in the trench and "safed-up", but the top half of the pipe barrel exposed. No approval will be given for building sewers all or a portion of which are covered at the time of inspection. C. All building sewers are subject to testing to insure water tightness. All tests must be performed in the presence of the Engineer. Tests may be either by: 1. Water Loss Test Procedure; or, 2. Low Pressure Air Loss Procedure. D. If, in the opinion of the Engineer, the line in question is properly installed and free from open joints and breaks, building sewers constructed entirely of cast iron soil pipe may be connected to the city sewer without testing. E. Water Loss Test Procedure 1. Plug the section of line to be tested at the lower end and fill section with water so that at least four (4) feet of head is obtained. 2 The maximum acceptable water loss while so filled is not more than 100 gallons per twenty-four hours per inch of pipe diameter per mile of pipe. This is approximately 3116 gallon for a one hundred (100) foot long section of four (4) inch pipe tested thirty minutes. 5200.doc 6 F. Low Pressure Air Loss Procedure 1. Plug securely both ends of the line to be tested. 2. Charge the line with air to a pressure of 4.5 psig. 3. Allow at least five minutes for the temperature in the pipe to stabilize. 4. Measure the time required for a one (1.0) psi drop in pressure. 5. The minimum time for a one psi loss is 28.5 x d seconds where d = the nominal diameter in inches of the pipe being tested. 3.10 PRESSURE TEST FOR FORCE MAINS A. Perform hydrostatic leakage tests for force mains by filling the force main with water and increasing the pressure to a testing pressure of 150% of the working pressure with a minimum of 100 psi. B. The duration of the leakage test shall be two hours or as specified by the Engineer. C. The force main will not be accepted until the actual leakage is equal to or less than the allowable. In addition, all obvious leaks shall be repaired. D. The allowable leakage rate per hour for ductile iron, PVC, or concrete pipe shall be calculated by the following formula: L=NDxP'5 7400 L = Allowable Leakage (gallons per hour) N = Number of Joints in Pipeline Tested D = Nominal Diameter (inches) P = Test Pressure (psi) 3.11 MANHOLE TESTING A. The Contractor shall vacuum test all new manholes constructed. B. Precast manholes shall be vacuum tested prior to backfill. C. The Contractor shall vacuum test all manholes that have been sealed (waterproofed). 5200.doc 7 D. The Contractor shall vacuum test all manholes that have been epoxy lined. E. Manholes shall be tested in accordance with ASTM C 1244, latest edition. Vacuum test shall not be performed earlier than 7 days after construction for cast in place manholes. The Contractor shall provide all testing equipment, pump, hosing, seal, and other incidentals. Vacuum test head shall be positioned at the top of the casting (the surface on which the manhole cover rests, to include grade rings) in accordance with the equipment manufacturer's instructions. A vacuum of 10 -inches of mercury shall be drawn and the vacuum pump isolated by the shut-off valve on the test head connection. When valve is closed, time measurement shall commence, and the time required for vacuum drop to 9 -inches of mercury shall be observed and recorded. Manholes shall pass if the time for the vacuum reading to drop from 10 -inches of mercury to 9 -inches of mercury meets or exceeds the time values in seconds in the following table. Table 2 - Minimum Test Times for Various Manhole Diameters (seconds) Depth (feet) Diameter (inches) 30 33 36 42 48 54 60 66 72 <10 11 12 14 17 20 23 26 29 33 10 14 15 18 21 25 29 33 36 41 12 17 18 21 25 30 35 39 43 49 14 20 21 25 30 35 41 46 51 57 16 22 24 29 34 40 46 57 58 67 18 25 27 32 38 45 52 59 65 73 20 28 30 35 42 50 53 65 72 81 22 31 33 39 46 55 64 72 79 89 24 33 36 42 51 59 70 78 87 97 26 36 39 46 55 64 75 85 94 105 28 39 42 49 59 69 81 91 101 113 30 42 45 53 63 74 87 98 108 121 F. Manholes showing greater than the allowable leakage shall be repaired and re- tested until a satisfactory leakage result is obtained. END OF SECTION 5200 5200.doc 8 SECTION 6000 PAVEMENT REPAIR PART 1- GENERAL 1.01 WORK INCLUDED This section covers the materials and procedures used in the repair of roads, streets, or other public rights -of -way where a sewer line or structure is proposed. 1.02 RELATED WORK Section 2300 - Excavation, Backflling and Compacting. 1.03 REGULATIONS AND STANDARDS A. All permanent repairs of streets, roads, or other public rights -of -way shall comply with the requirements shown on the Standard Detail Drawings and Tables. The Contractor is responsible for following the requirements of all local Ordinances, Regulations, or Codes governing the repairs to roads, streets, or other public rights of way. In particular: 1. Repair of State Highways: per requirements of the Arkansas State Highway Commission. 2. Repair of county roads: per requirements of the County Roads Department. 3. Repair of City of Fayetteville streets, sidewalks, and driveways: per the requirements of the City of Fayetteville 4. Permit for street cut and repairs shall be furnished by the Contractor. B. Temporary Repairs: Per requirements of the governmental agency having jurisdiction and these specifications. Must provide a minimum of a cold mix temporary patch. 1.04 TESTING, OBSERVATION, AND INSPECTION REQUIREMENTS A. Testing and inspection is required for pavement repairs in accordance with all local Ordinances, Regulations, or Codes governing the repairs. The inspection of street repairs shall be coordinated with the City of Fayetteville to ensure compliance with all applicable standards. 6000.doc 1 B. The Engineer shall provide a Construction Observer that will be on -site during the construction of pavement repairs. C. The Contractor shall provide an on -site representative that is qualified and experienced in job superintendence. If the Contractor's representative is not on - site, the Engineer may order all work be stopped until such time as the Contractor's superintendent returns to the job site. D. The Contractor shall provide at least 24 hours of advance notice for any concrete or asphalt placement. Unless otherwise specified, the Contractor shall provide, at its expense, an independent quality assurance/quality control (QA/QC) laboratory to accomplish quality assurance testing. All testing will be scheduled with the QA/QC lab by the Contractor and coordinated with the Engineer. E. The Contractor shall provide or make available samples of all material as required by these specifications as well as any other materials deemed necessary by the Engineer. PART 2- PRODUCTS 2.01 MATERIALS Per the applicable standards referenced above. PART 3- EXECUTION 3.01 ASPHALT PAVEMENT REPAIRS A. Asphalt pavement shall be replaced in accordance with details shown on the Drawings and all materials shall be furnished and installed in accordance with the Arkansas Highway and Transportation Department "Standard Specifications for Highway Construction." Before replacing paved surfacing, the existing pavement shall be cut, sawed, or trimmed along straight and vertical fines. The condition of the backfill and base course material, with special regard to the degree of compaction, may be checked and approved by the City of Fayetteville before any surfacing is replaced. B. All street repairs shall require a "tee" patch, a minimum of 2' wider than the trench width in accordance with the Standard Details. C. Trenches shall be backfilled with Class 7 base material compacted to 95% Modified Proctor Density. 6000.doc 2 D. Before placement of new surface material, all excess material shall be removed to a minimum depth of nine (9) inches. A minimum of six (6) inches of 3,500 psi concrete shall be placed within three (3) inches of the street surface. Before placing asphalt, the concrete and sides of the cut shall be primed with MC -30 at the rate of 0.3 gallon per square yard. E. Minimum thickness of asphalt surface replacement shall be three (3) inches, unless shown otherwise. Hot mix asphalt material shall be delivered to the site in covered vehicles, at 275 deg -F (minimum), and immediately spread to a thickness to match adjacent surfaces after rolling. Compaction shall be by steel -wheel roller to a smooth, uniform surface matching adjacent surfaces. E. Any settlement or failure of surface replacement shall be repaired or replaced by the Contractor. G. All pavement repairs shall be in accordance with the Standard Details. H. All pavement markings shall be restored to new conditions per the requirements of the governmental agency having jurisdiction. 3.02 CONCRETE PAVEMENT REPAIRS A. Concrete pavement shall be replaced in accordance with details shown on the Drawings and all materials shall be furnished and installed in accordance with the Arkansas Highway and Transportation Department "Standard Specifications for Highway Construction." Before replacing paved surfacing, the existing pavement shall be cut, sawed, or trimmed along straight and vertical lines. The condition of the backfill and base course material, with special regard to the degree of compaction, may be checked and approved by the City of Fayetteville before any surfacing is replaced. B. All street repairs shall require a "tee" patch, a minimum of 2' wider than the trench width in accordance with the Standard Details. C. Trenches shall be backfilled with Class 7 base material compacted to 95% Modified Proctor Density. D. Before placement of concrete street material, all excess material shall be removed to a minimum depth of eight (8) inches. A minimum of eight (8) inches of 4,000 psi concrete shall be placed to match the line and grade of existing street surface. E. Paved walkways disturbed or damaged in the process of construction shall be replaced in kind. Walkway shall be replaced to same width and thickness as original but in no case less than 4 -inches thick. Joint system in replacement shall be at same style and interval as that in the undisturbed walkway. 6000.doc F. Paved driveways disturbed or damaged in the process of construction shall be replaced in kind. Driveway shall be replaced to same width and thickness as original but in no case less than 4 -inches thick. Joint system in replacement shall be at same style and interval as that in the undisturbed driveway. G. All pavement repairs shall be in accordance with the Standard Details. H. All pavement markings shall be restored to new conditions per the requirements of the governmental agency having jurisdiction. 3.03 GRAVEL SURFACING A. Trenches shall be backfilled with Class 7 base material compacted to 95% Modified Proctor Density. B. Gravel surfacing shall be replaced to at least the compacted thickness of the original surface. All excavated material shall be removed from gravel surfaces affected by construction and sufficient new gravel material shall be placed to restore the original surfaced area. Minimum gravel thickness shall be three (3) inches. C. Gravel material for placement of "gravel" surfaced areas, shall be Class 7 material conforming to the Standard Specifications of the Arkansas Highway & Transportation Department, latest edition, and compacted to 95% Modified Proctor Density. 3.04 TEMPORARY SURFACING A. Comply with the requirements stated above or as otherwise approved to adequately maintain traffic and proper drainage. 3.05 TRAFFIC CONTROL A. Whenever traffic flow restrictions of any kind are anticipated, the Contractor will be required to contact the City of Fayetteville to be given permission to obstruct traffic flow. B. Street closing permits must be obtained from proper government agencies. C. Construction signs shall be placed immediately adjacent to the Work, at such locations as traffic demands. D. Contractor will be required to submit a barricade plan to City of Fayetteville and the Engineer. END OF SECTION 6000 6000.doc 4 SECTION 6100 LAWN AND GRASS RESTORATION PART 1- GENERAL 1.01 WORK INCLUDED A. This Section covers the replacement of sod in lawns disturbed by the construction. B. Consists of furnishing and applying fertilizer, seed, mulch cover, asphalt and water at all locations disturbed by the construction. C. Maintenance service. 1.02 RELATED WORK Section 2300 - Excavation, Backfilling, and Compacting 1.03 SCOPE OF WORK A. This Section covers the furnishing and placing of sod to form solid mats on areas shown on the Plans or seed and mulch areas disturbed by the Contractor. B. It covers the furnishing and applying of water. C. It covers the furnishing and placing of four (4) inches of topsoil on areas. D. It covers the furnishing and placing of fertilizer. E. All work shall be in accordance with details shown on the Drawings and within these Specifications. F. The Contractor is responsible for following the requirements of all local Ordinances, Regulations, or Codes governing re -vegetation and slope stabilization, 1.04 WARRANTY A. Provide one year warranty from date of final acceptance. B. Replace areas found dead, or not in a healthy growing condition. 6100.doc 1 PART 2- PRODUCTS 2.01 TOPSOIL Topsoil shall be reasonably free from subsoil, clay, lumps, brush, objectionable weeds and/or other litter and shall be free from roots and toxic substances or other material or substances that might be harmful to plant growth or be a hindrance to grading, planting and maintenance operations. 2.02 FERTILIZER Fertilizer shall be a standard commercial product complying with State and Federal laws and with the requirements issued by proper authorities. A. Fertilizer shall be delivered to the site in the manufacturer's original container, on which shall be plainly marked the manufacturer's name and the guaranteed chemical analysis. B. Except as noted in the following sentence, fertilizer shall contain not less than the percentages by weight of ingredients as follows: Nitrogen - 13 percent Phosphorus, P205 - 13 percent Potash, K2 - 13 percent Other 1:1:1 ratio fertilizers may be used, provided the available plant food remains the same as herein specified. C. All fertilizer shall be solid and shall be in a condition which will permit proper distribution. 2.03 SOD Solid sod shall be cut from well established viable Bermuda, Zoysia or St. Augustine grass. Sod type shall match that established in the disturbed areas. 2.04 SEED A. Contractor shall apply seed mixture appropriate for the season and disturbed area. B. Contractor shall apply a mixture of various annuals and perennials to provide overlapping times of seasonal peak vegetative cover. Seeding shall only be done just prior to the vegetation's peak season for best results. Seeding shall be used when there is sufficient time in the season to ensure adequate vegetation establishment and erosion control. C. To optimize soil stabilization, Contractor shall utilize a nurse crop of quick 6100.doc 2 growing annuals within a mix of perennials appropriate for the season. The nurse crop germinates and grows rapidly, holding the soil until the slower -growing perennial seedlings become established. Permanent vegetation shall not be considered established until a ground cover of perennial vegetation is achieved that is uniform and mature enough to survive and be of sufficient density to preclude erosion. D. Contractor shall conduct seeding activities to achieve stabilization that are generally congruent with the following schedule: Dormant Cold Season Temporary Stabilization (November 1-- February 28 Seeding at this time of the year typically does not produce successful results, as cold temperatures inhibit seed germination. Contractor shall be responsible for achieving temporary stabilization via mulching, erosion control blankets, matting, compost, and/or other appropriate structural/nonstructural methods for temporary stabilization until seasonal weather conditions become more conducive to establishment of permanent perennial vegetative cover. Fertilizers shall be added at this time in preparation for seeding. Contractor shall be responsible for achieving temporary stabilization at all areas that are unstable and subject to erosion. Contractor shall apply temporary seeding, as follows: Dormant Cool Season Temporary Cover Crop Seed Mix (November 1— February 28) Plant Species Growth Season/ Life Cycle Seeding Rate Winter rye (Secale cereale) cool season annual 75 lb/ac Perennial Ryegrass (Lolium perenne) cool season perennial 75 lb/ac Pre Warm Season (Spring) Seeding (March 1— May 31) As the growing season approaches, Contractor shall apply a mix of quick germinating cool season species combined with warm season species listed below. The cool season species will serve to hold the soil until warmer weather arrives stimulating the warm season species to germinate. Pre Warm Season (Spring) Seed Mix (March 1-- May 31) Plant Species Growth Season/ Life_Cycle cle Seeding Rate Oats (Avena sativa) cool season annual 20 lb/ac Perennial Ryegrass (Lolium erenne cool season perennial 20 lb/ac White clover Tri olium re ens * cool season perennial 201b/ac Korean Kobe lespedeza Kummerowia sti ulacea * warm season annual 20 lb/ac Bermuda (Cynodon dac don warm season perennial 30 lbs/ac Bahiagrass Pas alum notatum warm season perennial 30 lbs/ac Weeping love grass (Eragrostis curvula) warm season perennial 30 lbs/ac *All legume seed must be properly inoculated with appropriate inoculant. 610o.doc Warm Season Seeding (June 1— August 31) In the midst of the growing season, Contractor shall apply a mix of warm season annuals and perennials, as follows: Warm Season Seed Mix (June 1— August 31) Plant Species Growth Season/ Life_Cycle cle Seeding Rate Sudan grass (Sorghum bicolor) warm season annual 20 lb/ac -Alyce clover Al sitar us ovali olius warm season annual 20 lb/ac Brown -top millet (Panicum ramosum) warm season annual 20 lb/ac Bermuda (Cynodon dactylon) warm season perennial 25 lbs/ac Bahiagrass Pas alum notatum) warm season perennial 25 lbs/ac Weeping love grass (Eragrostis curvula) warm season perennial 25 lbs/ac Buffalo grass (Bouteloua dactyloides) warm season perennial 25 lbs/ac Late Season Seeding (September 1— October 31) During late summer to early fall, Contractor shall apply the following mix: Late Season Seed Mix (September 1— October 31) Plant Species Growth Season/ Cy1clle Seeding Rate d �i �r t+ S Oats (Avena satil�a Oats i !� season CVO/ season annual j� f 30 lb/ac Winter rye (Secale cereale) cool season annual 30 lb/ac White clover Tri olium re ens * cool season perennial 25 lb/ac Perennial Rye ass (Lolium erenne) cool season perennial 50 lb/ac Virginia wildrye El us virginicus) cool season perennial 25 lb/ac *All legume seed must be properly inoculated with appropriate inoculant. E. Contractor has option of adding warm season perennials to Late Season Seed Mix (September 1 — October 3 1) and/or Dormant Cool Season Temporary Cover Crop Seed Mix (November 1 -- February 28) or seeding with warm season perennials during other seeding periods. This is to be determined on a site -specific basis. Contractor shall confer with City of Fayetteville prior to seeding activities to determine specific seed mix. F. Contractor shall submit all labels/tags from seed bags and seed purchase invoices to the City of Fayetteville. 2.05 MULCH A. Mulching shall be used in conjunction with both temporary and permanent seeding practices to enhance their success by providing erosion protection prior to the onset of vegetative growth. Straw mulching shall be of oat, wheat, or rice straw mulch. Hay mulch shall be prairie grass, Bermuda grass, or other hay as approved. Mulch shall be dry and reasonably free from Johnson grass or other noxious weeds, and shall not be excessively brittle or in an advanced state of decomposition. All material will be inspected and approved prior to use. 6100.doc 4 B. Mulching shall be spread in a uniform continuous blanket, at a rate of I to 3 tons per acre (air dried weight) or to a uniform 2 -inch depth. Mulch shall be spread by hand or by an approved blower type mulch spreader. Care shall be taken to remove all wire and/or twine from baled hay/straw when the control structures are removed from the site. Mulch shall be anchored in the soil to a depth of two to three inches to form a soil -binding mulch to prevent loss or bunching, or held in place with a tackifier. 2.06 WATER A. Water shall be free from any substances, in solution or in suspension, which would inhibit the rapid growth of grass. PART 3- EXECUTION 3.01 FERTILIZER APPLICATION A. Fertilizers shall be applied at appropriate agronomic rate. If necessary to achieve final stabilization, fertilizer shall be applied at a minimum rate of 250 pounds per acre (0.58 pounds per square foot) in advance of tilling/seedbed preparation operations. When soil samples are not practical, fertilizer shall consist of 13-13- 13 (nitrogen, phosphorus, and potassium content). The fertilizer distributor box shall be equipped with baffle plates to prevent downward movement of fertilizer when operating on a slope. The fertilizer shall be raked in and thoroughly mixed with the soil to a depth of approximately 2 inches prior to the application of seed or mulch. 3.02 SEEDING A. Areas to be seeded shall be dressed to natural shape. B. The Contractor shall obtain an approved topsoil from any available source and place uniformly on the designated areas and spread evenly to a minimum thickness of four (4) inches. Irregularities in the surface shall be corrected so as to prevent formation of depressions where water will stand. TOPSOIL SHALL NOT BE PLACED WHEN THE SUBGRADE IS FROZEN, EXCESSIVELY WET, OR IN A CONDITION DETRIMENTAL TO THE PROPOSED PLANTING AND PROPER GRADING. C. Broadcast sowing of seed may be accomplished by hand seeders or by approved poser equipment. Either method shall result in uniform distribution and no work shall be performed during high winds. The area seeded shall be lightly firmed with a cultipacker immediately after broadcast. 6100.doc 5 D. The contractor shall water and maintain seeded areas from time of completion until final acceptance of the project. E. The contractor shall be responsible for establishing ground cover on all disturbed areas. Repeated seeding shall be required if necessary throughout the warranty period. 3.03 SOD PLACEMENT A. In this paragraph, "Solid Sod" is interchangeable with the word "sod." B. Solid sod or topsoil shall not be placed until all other items of work are complete. C. Prior to placing the sod and topsoil in the areas designated, the ground surface shall be cleared of materials that might hinder proper grading, tillage, or subsequent maintenance operations such as stumps, stones, roots, cable, wire, grade stakes, etc., and brought to four (4) inches below the finished grade. The areas shall then be thoroughly tilled to a depth of at least two (2) inches by plowing, disking, harrowing or other acceptable means. D. The Contractor shall then obtain an approved topsoil from any available source and place uniformly on the designated areas and spread evenly to a minimum thickness of four (4) inches. Irregularities in the surface shall be corrected so as to prevent formation of depressions where water will stand. TOPSOIL SHALL NOT BE PLACED WHEN THE SUBGRADE IS FROZEN, EXCESSIVELY WET, OR IN A CONDITION DETRIMENTAL TO THE PROPOSED PLANTING AND PROPER GRADING. E. After the topsoil has been spread and graded, the surface shall be cleared of stones, stumps or other objects that might, hinder planting or maintenance preparations. Paved areas over which hauling operations are conducted shall be kept clean. F. Where any portion of the surface becomes gullied or otherwise damaged, the affected areas shall be repaired to the aforementioned condition. G. Areas to be sodded shall be shaped in such manner that they will, after placement of sod, conform to the typical sections. 6100.doc 6 3.04 WATERING A. Prior to placement of seed or sod, areas shall be sprinkled with water sufficiently to make them moist, but not muddy. The initial application of water may be omitted if the area is sufficient moist from rainfall. B. Immediately following the placing and tamping of sod, the covered area shall be wetted thoroughly. Subsequent applications of water shall be as required. C. Immediately following the application of the mulch cover for seeding, water shall be applied in sufficient quantity to thoroughly moisten the soil to the depth of pulverization and then as necessary to germinate the seed and maintain growth. 3.05 COMPLETENESS The lawn and grass operations shall not be considered complete until a uniform (e.g., evenly distributed, without large bare areas) perennial vegetative cover with a density of 80% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures. 3.06 INTERMITTENT CLEANUP Immediately following the lawn and grass restoration operations, all gutters, sidewalks, driveways, street pavement, yard or other areas shall be cleaned of all debris, excess sod, topsoil or other objectionable matter. All such cleanup operations shall be completed before sodded areas are measured for payment. 6100.doc 7 (THIS PAGE INTENTIONALLY LEFT BLANK) END OF SECTION 6100 6100.doc APPENDIX B Special Provisions APPENDIX B SPECIAL PROVISIONS The Standard Water Line Specifications as published by the City of Fayetteville shall govern for all water mains and appurtenances to be installed on this project, except as modified herein. All ductile iron mechanical joint waterline fittings shall have a 6-8 mil thickness of fusion bonded epoxy applied to the exterior and interior of each fitting. This coating shall conform to ANSI/AWWA C550 and Cl 16/A21.16. 2. Tracer wire when spliced or damaged shall be connected with wire nut and wrapped with electrical tape. 3. Meter yoke shall be Mueller B2404 or approved equal. 4. Water service line shall be Drisco Pipe, 200 psi, DR -9, or approved equal. One inch minimum size between the main and meter setter inlet. Install trace wire with the service line, spliced to or looped from the water main trace wire to the meter box. Service line on the meter outlet side, connecting to the customer's tubing, may be 1 -inch or 3/4 —inch in size, as required to match the customer's service line. 5. All trenches shall be backfilled in accordance with the City of Fayetteville's Standard Specifications for Waterline Construction, dated 1996, or its latest revision. 6. Fire hydrants shall be color coded based upon flow capacities. The caps and bonnet, or top two inches of the hydrant if there is no bonnet, shall be color coded as specified below. After color coding is applied, all parts of the fire hydrants shall be coated with Axon Arospace Bright White Alert No. 1460, or equal as approved by the City. Color coding shall not be applied over the Arospace reflective paint. Upon request of the Contractor, the City will conduct flow measurements and notify Contractor of flow determinations. Flow Ca acity (gpm) Color 500-1,000 Orange 1,000-1,500 Light Green >1,500 Light Blue The paint shown on the table on the following page, available at Lowe's of Fayetteville, or equal, as approved by the City or the Engineer, shall be used for color coding. Paint Name - Interprise First Step Metal Primer — 48938 Red Inte rise -Green Base 1180 Colorant Oz 48th 96tH 102 Thalo Blue 15 1 103 Thalo Green 2Y 9 0 111 Med Yellow 31 0 Interprise-Red Base 1184 Colorant Oz 48th 96th 102 Thalo Green 0 0 0 114 Ext Yellow 1Y 29 0 116 Ext Red l0Y 37 113 White 30 0 Interprise-Blue Base 1180 Colorant Oz 48`h 96th 102 Thalo Blue 1Y 4 115 Magenta 8 Paint Name - Koppers - Osha Safety Rustarmor Koppers Orange 324 500 Enamel 7. Valve boxes shall be American Flow Control Trench Adaptor of appropriate length for the installation. The word WATER shall be cast into the top of the lid. Extension pieces, if required, shall be the manufacturer's standard type. All units shall be complete with all necessary bases and accessories. APPENDIX C Water Shut Down and Boil Orders City of Fayetteville 1 . a e eVl e ARKANSAS THE CITY OF FAYETTEVILLE, ARKANSAS WATER AND SEWER DIVISION 113 West Mountain Fayetteville, AR 72701 P (479) 575-8386 F (479) 684-4730 WATER SYSTEM NOTICE TO THE CUSTOMER WATER PRESSURE REDUCTION DATE: Due to scheduled water system maintenance in your area, the contractor listed below, under supervision of the engineer listed below, must significantly reduce the water pressure in the area serving your business or residence. The water pressure will be reduced at the following time: DATE TURNED DOWN: TIME TURNED DOWN (approximate): TIME TURNED BACK ON (approximate): The pressure will probably be reduced such that you will not have water available in your residence or business. We are attempting to make the repairs in this way to avoid having to put your home or business on a precautionary boil order. Your water will be perfectly safe to drink as soon as full pressure is restored. If the repair does not work as we expect and a boil order becomes necessary, you will be notified, in writing, when the need for the boil order is identified. If you need to draw water for use, please do so before the time we will be reducing pressure. If you have any questions, please call one of the following: Engineer: Contractor: and Contact Name Company and Contact Name Thank you for your patience and consideration. Water & Sewer Maintenance 479-575-8386 Phone Phone APPENDIX D Chapter 5, Tree and Landscape Manual City of Fayetteville City of Fayetteville Landscape Manual Chapter=5: Tree Protection During Construction City of Fayetteville Landscape Manual General Information (Excerpt from "How Construction Effects Trees" by Kim J. Hesse, published 3/17/99 in the Northwest Arkansas Times) "On most construction sites, existing trees are not protected and are vulnerable to the increased activity and use of equipment. Injury to the bark is very common when vehicles and equipment are present within the limits of the tree's canopy. But more commonly, the process of grading and trenching result in the greatest destruction to your trees. If you are considering terracing your yard, adding berms to create interest, or simply installing an underground irrigation system, be aware of the effects during construction.. When grading a site the existing vegetation and topsoil is usually stripped removing valuable nutrients and moisture that the roots depend on. Adding fill during the grading process will almost always smother tree roots in the soil below. Trucking or bulldozing in extra soil results in incidental soil compaction. Vehicles, construction equipment, stored supplies, and even foot traffic all cause soil compaction which cuts off oxygen the tree needs to absorb nutrients and can lead to the death of a tree. Trenching to install utilities or irrigation lines involves digging from the surface down to a prescribed depth, usually 2 feet or more below the surface of the soil. Since the majority of tree roots are concentrated in the top 3 feet of soil, trenching within the root zone of the tree inevitably severs roots. The closer the pass to the trunk of the tree, the greater the percentage of roots effected. Remember, a tree only grows between 4 and 11 major roots. The damage is further magnified by trenching equipment that rip and crush roots leaving large, traumatic wounds that are difficult to heal, and offer gapping points of entry for insects and disease. A combination of mistakes during construction can compound the stress to the tree. Assume that a couple of major roots are destroyed during trenching and a portion of absorption roots are crushed when a vehicle is allowed to pass within the dripline of the tree. The tree has the same amount of crown to feed with possibly 25% less roots needed to absorb moisture and nutrients. As a result, a portion of the crown declines which means less photosynthesis can occur further weakening the tree. With most construction activity being a detriment to existing vegetation, it is best to stay away from the existing trees or shrubs you plan to preserve. Erect fencing material around areas that you want to protect. As a general rule, it is important to stay outside of the limits of a tree's canopy. This means keeping foot traffic, truck traffic, and even the storage of supplies away from the protected area. Be sure to communicate to everyone involved in the construction process the importance of staying clear of the fenced areas. If you are serious about saving certain trees, you may reconsider the design of your improvements, so plan for this in advance. 100 City of Fayetteville Landscape Manual Many people consider removing the existing trees with the intent to replace them once construction is complete. Tree replacement, however, is no substitute for preserving mature, established trees that are providing shade, wildlife habitat, clean airand general human enjoyment. A tree planted within the urban setting has an average life expectancy of 10 to 35 years due partly to the polluted environment. A young tree planted today must face a long hard road before it will match the splendor of the mature tree it is replacing. Saving trees during construction may cost additional money, time and some aggravation but the value of a mature established tree will far outweigh that cost." Tree preservation is difficult to do during the construction process and the contractor must be aware of which trees are to be preserved during the bidding process. Clarity on what trees and areas are to be undisturbed are critical in preserving valuable site characteristics. Provided is a list of commonly encountered trees that are especially sensitive to construction disturbance: Paper Birch Flowering Dogwood Magnolia species Betula papyrifera Corpus florida Magnolia ssp. Redbud Beech species Crabapple Cercis canadensis Fagus app. Ma/us ssp. Fringetree Carolina Silverbell American Hop -hornbeam Chionanthus virginicus Halesia carolina Ostiya virginiana Mockernut Hickory Witch -hazel Sourwood Carya tomentosa Hamamelis virginiana Oxydendrum arboreum Shagbark Hickory Black Walnut Spruce species Carya ovata Juglans nigra Picea ssp. Bitternu₹ Hickory Sweetgum White Pine Carya cordiforrrris Liquidambar styraciflua Pinus strobus Yellow -wood Tulip Tree Black Cherry Cladrastis lutea Liriodendron tulipifera Prunus serotina White Oak Scarlet Oak Southern Red Oak Quercus alba Quercus coccinea Quercus Falcata Post Oak Slippery Elm Quercus stellata Ulmus rubra 101 City of Fayetteville Landscape Manual Pre Construction Preventive measures are very helpful in protecting trees through the construction process. Awareness of what trees are going to be preserved and their preconstruction condition will give the caretaker better knowledge of how to protect the tree during construction and what measures to take after construction. For that reason a pre construction survey is needed; a tree survey will provide the basis for after construction treatment. A predevelopment survey will also identify any undesirable trees that can be removed and locate any rare or important trees that need extra care. The more detailed the initial analysis, the better a person can manage the actions that need to be taken before, during, and after construction. One of the best ways to manage existing trees in construction is communication with the contractor. Just telling the contractor which trees need to be saved is only the beginning. The developer or owner needs to communicate why certain construction practices are detrimental and periodically monitor progress to insure existing trees are not damaged. There are several practices that can be done to a tree to prepare it for the stress related to construction. Construction of a tree protection fence (See full page detail on pg. 107) The single most important element in protecting trees. The fence should extend at least to the edge of the drip line, farther if possible 00a Plan view Spreading of mulch or gravel A 12" layer of mulch or a 6" layer of gravel can reduce compaction up to 4" in depth. A temporary bridge can be implemented to further reduce compaction (See full page detail on pg. 109) Reduce mulch to 4" after construction complete 102 City of Fayetteville Landscape Manual Pruning The removal of limbs that could be an obstruction to equipment should be removed. For safety and to prevent further damage to the tree, any dead limbs should also be removed. Irrigation Probably the most important preventive measure is irrigation. Previously water stressed trees have a poorer chance of survival than a well - watered, healthy tree. Irrigation should be carried out in normal fashion, wetting entire root zone to a depth of 2' to 3'. On sites that generate excessive dust due to construction, the leaves of the trees must be sprayed with water to prevent dust from clogging pores of the leaves. Fertilization Supplemental nutrients can be applied to trees that exhibit weak, scraggly crowns and overall poor performance. The only time fertilization is beneficial is the season before construction is scheduled to begin. Construction of a fill/ aeration system (See full page detail on pg. 108) This system allows for gas exchange between roots and the atmosphere, otherwise not possible when soil is compacted and/or paving is applied. Woo with no---1FI' Existing Grade Finigh GrOde— footing F 1 f=[ rScreened vent cop P 1 Crushed stone 6rto daylight 4" perforated pipe min — Wrapped in geotextile fabric Width of tree crown or larger The following attached table was taken from Trees and DevelopmentA Technical Guide to Preservation of Trees During Land Development titled Major construction impacts, construction activities, and methods to minimize tree damage. 103 City of Fayetteville Landscape Manual impacts to tree Construction activity Methods/Treatments to minimize damage Root loss Stripping site of organic surface • Restrict stripping of topsoil soil before grading; clearing around trees unwanted vegetation; demolishing ° Install fences to protect existing structures trees from injury • Any woody vegetation should be cut level with ground and not pulled up by roots Lowering grade, scarifying, ° Before grading, root prune preparing subgrade for fill and tree at edge of excavation to structures depth required • Soil beyond cut face can be removed by equipment sitting outside of dripline • Use retaining walls with discontinuous footings to increase the distance that natural grade is maintained Preparing subgrade for pavement Use paving section requiring a minimum amount of excavation • Minimize thickness of pavement by directing heavy traffic away from trees • Increase strength of pavement to reduce reliance on subgrade for strength Excavation for footings, walls, Avoid continuous footings foundations adjacent to trees • Use pier foundations with beams above grade instead of slab Orient piers to avoid major roots • Excavate by hand, bridging roots where possible • Where roots must be removed, cut cleanly with appropriate tools, saw, not backhoe or trencher Trenching for utilities, drains • Avoid open trenching in root area 104 City of Fayetteville Landscape Manual Impacts to Construction activity Methods/Treatments to tree minimize damage • Tunnel under roots, if possible. If not, dig by hand bridging roots greater than 1 "diameter • Consolidate utilities in one trench Wounding Injury from equipment •Fence tree to enclose low crown of tree branches and protect trunk • Clean up wounds up as soon as possible Creating clearance for building, Prune to minimum height traffic, construction equipment required prior to construction • Consider minimum height requirements of construction equipment and emergency vehicles over road • All pruning should be done by a Certified Arborist Unfavorable Compacted surface soils Fence trees to keep traffic and conditions for storage out of root area root growth; Provide a storage yard and chronic stress traffic areas for construction from reduced activity well away from trees root system Where traffic cannot be diverted, protect soil surface with thick mulch or steel plates Spills, waste disposal • Fence trees to exclude dumping • Clean up accidental spills immediately Soil sterilants (herbicides) applied •Use herbicides safe for use over pavement around trees. Adhere to label requirements Impervious pavement over soil • Minimize use of pavement within surface dripline Inadequate soil Rechannelization of stream flow; • Consider system to allow low moisture redirecting runoff; lowering water flow through normal stream table; lowering grade alignments and provide bypass into storm drains to peak flow Provide supplemental irrigation in similar volumes and seasonal distribution as would normally occur 105 City of Fayetteville Landscape Manual impacts to tree Excess soil moisture Increased exposure 106 Construction activity Underground flow backup; raising water table Lack of surface drainage away from tree Irrigation of exotic plants Thinning stands, removal of undergrowth Reflected heat from surrounding hard surfaces Methods/Treatments to minimize damage Fills placed across drainage courses must have culverts placed at the bottom of the low flow so that water is not backed up upstream Study the geotechnical report for ground water characteristics to see that walls and fills will not intercept underground flow Where surface grades are to be modified, make sure that water will flow away from the trunk. If tree is in low point, design drain system with least impact to roots • Match irrigation requirements of tree and understory landscape to avoid over irrigation • Retain forest trees in groves rather than singly • Maintain natural undergrowth • Minimize use of hard surfaces around trees. Monitor moisture needs where water use is expected to increase Pruning • Avoid severe pruning where previously shaded bark would be exposed to sun. City of Fayetteville Landscape Manual 0 o,Q a' ma,cimem space Plan view Olange constrrreiien force, bare wiro. ar wire mesh with (logging oripline Fence lecelion {fimils of Crilteal Real Zone) Codlus - 1 ft. oar ineh of flunk dig. City of Fayetteville Standard Notes For Tree and Natural Area Protection 1. All trees and natural areas shown on this plan to be preserved shall be protected during construction with temporary fencing 2. Protective fences shall be erected according to City of Fayetteville standards for tree protection 3. Protective fences shall be installed prior to the start of any site preparation work and shall be maintained throughout all phases of the construction project 4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build-up within tree dr€plines 5. Protective fences shall surround the trees or group of trees, and will be located at the dripline, for natural areas, protective fences shall follow the limit of construction line, in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment B. Root zone disturbances due to grade changes (greater than 6") or trenching not reviewed by city arborist C. wounds to exposed roots, trunk or limbs by mechanical equipment D. other activities detrimental to trees such as chemical storage, cement truck cleaning, & fires 6. Exceptions to installing fences at tree dnptines may be permitted in the fallowing cases: A. Where there is to be an approved grade change, impermeable paving surface, tree well, or other such site development B. Where permeable paving is to be installed within a tree's driptine, erect the fence at the outer limits of the permeable paving area (prior to site grading so that this area is graded separately prior to paving installation to minimize root damage) C. Where trees are dose to proposed buildings, erect the fence to allow S to 10 feet of work space between the fence and the building D. Where there are severe space constraints due to tract size, or other special requirements 7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped on planking to a height of 8 feet ( or limits of lower branching) in addition to the reduced fencing provided 8. Trees approved for removal shall be removed in a manner which does not impact trees to be preserved 9. Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with good quality top soil as soon as possible. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation 10. Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible 11. No landscape topsoil dressing greater than 4 inches shall be permitted within the dripline of trees. No soil is permitted on the root flare of any tree 12. Pruning to provide clearance for structures, vehicular traffic, and equipment shall take place before construction begins 13. All finished pruning must be done according to recognized, approved standards of the industry (reference the National Arborist Association Pruning Standards for Shade Trees available upon request from the city arborist) 14. Deviations from the above notes may be considered ordinance violations if there is substantial non-compliance or if a tree sustains damage as a result 107 City of Fayetteville Landscape Manual Existing Grade VScreened vent cap u n Sri„I�1/1�� i" Emil = ■� . . Fill aeration system 108 Drain to daylight Wrapped in geotextile fabric City of Fayetteville Landscape Manual o pC ° FIo OO OO 0 � O O� Q CbO 0 O 0 Combination of a thick layer of wood mulch with steel plates or plywood is the most effective Temporary bridge may be constructed steel plates or plywood Supporting timbers for driving surface may be substituted for a 6"—t2" layer of wood mulch This option should be used only when traffic cannot be avoided over tree root system Post signs to direct worker's traffic over the temporary bridge LTimbers or support structure should run parallel with root system Temporary bridge 109 City of Fayetteville Landscape Manual Post Construction Preventive maintenance is far easier to do than attempting to correct the ailments of injured trees. If possible, collect the preconstruction survey about the health and existing physical conditions of the preserved trees; the preconstruction survey will help in determining the impacts of construction and what treatments should be done. If no previous analysis is available, a survey of the changed site condi₹ions, condition of ₹rees, and the possible long term results would be beneficial. There are a few key characteristics of trees and their surroundings that need to be taken into consideration: the tree's structural stability, health, and affected soil conditions. Typical signs of tree injury from construction Branch dieback • Wounds from equipment • Attack from borers and other pests • Small leaves Leaf scorch • Leaf wilt • Early fall defoliation and coloration • Heavy seeding Once the problem that is causing unwanted stress on preserved trees is identified, maintenance can be executed. Sadly there is little a homeowner, or even an arborist, can do once major damage has been inflicted. Common practices to reduce construction stress are as follows: • Irrigation • Pruning • Mulching • Fill soil removal • Pest management Fertilization ° Tree removal The most common problem in construction impact is soil compaction. This subject deserves further explanation because of the variety in methods used to reverse compaction's negative effects on trees. Soil that is compacted prevents aeration, permeability, and nutrient absorption. Several processes are highlighted in better detail in Trees and Development by Matheny and Clark. Most of the processes to help trees should be carried out by a licensed arborist, not by the contractor. See the appendix on contacts to locate a qualified person. 110 City of Fayetteville Landscape Manual Growth regulators application of chemicals (moderate results) Vertical mulching drilling 2" holes 18"-24" deep and backfilling with a porous material (moderate results) 0 0 ° 0 0 0 0 V4 0 o p 0 ° 0 0 0* 0 0 0 Radial trenching First identify location of anchor roots, trench between them and backfill (best results) 111 City of Fayetteville Landscape Manual Utility Lines and Trees Underground utility lines are another threat to existing trees during the various phases of construction. For trees to survive, special planning about utility line routes and placement must occur. Instead of straight paths for utility lines that devastate tree root systems, curved paths can be implemented to avoid root and utility conflicts. The example shows evidence of tree preservation in the design of the structures, but no planning was considered when routing the utility lines. When other obstacles prevent the maneuvering of utilities around trees, boring equipment can allow utility lines to pass under the critical areas of a tree's root system. A tree's ability to absorb vital nutrients and water are strictly dependant on its root system; the cutting of any major roots applies stress that can often lead to death. It is imperative that to preserve on site trees careful attention must be exercised where disturbance is going to occur. O cbo oa gq o O °8a Oggp^j,+3 �{, bhp c O O R =0 0 O XOO c m c boy O RRRfff"' °op oa o o ° Utility fine placed � Utility line placed with barer r with trencher Root system is protected by boring. It trenching is unavoidable, 1 12 then make clean. smooth cuts, APPENDIX E Storm Water Pollution Prevention Plan STORM WATER POLLUTION PREVENTION PLAN For CONSTRUCTION ACTIVITIES In FAYETTEVILLE For A Project Called CITY OF FAYETTEVILLE WATER & SEWER RELOCATION/IMPROVEMENTS PHASE II Prepared for: City of Fayetteville 113 W Mountain St Fayetteville, AR 72701 Prepared by: McClelland Consulting Engineering, Inc. P.O. Box 1229 1810 N. College Fayetteville, AR 72702 479-443-2377 479-443-9241 (fax) MCE Project# FY112118 June 2012 McCLELLAND CONSULTING ENGINEERS, INC. TABLE OF CONTENTS ADEQ Standard SWPPP Template Formal SWPPP Appendix A: Vicinity Maps, Project Location and USGS QUAD, Soils Report, FIRM Panel Appendix B: Erosion Control Plan Appendix C: Notice of Intent (NOT) Appendix D: Certification Forms Appendix E: Inspection Report (Sample Form) and Spill Report Form Appendix F: Notice of Termination (NOT) Appendix G: Record of Stabilization and Construction Activity Dates Appendix H: Site Notice, Arkansas Permit ARR150000 J:'2011\112118- Hwy 265 Phase 11 Design (Joyce to Albright)1SWPPP\SWPPP-Fayetteville 265 Phase 11.xlsx Stormwater Pollution Prevention Plan for Construction Activity Page 1 ARR1 50000 Project Name and Location: City of Fayetteville Water & Sewer Relocation/Improvements Phase II Property Parcel Number (Optional) : 765-22241-000,765-22240-000 Operator Name and Address: Dave Jurgens, 113 W Mountain St, Fayetteville, 72701 A. Site Description a. Project description, intended use after NOI is filed: City Water & Sewer Relocate/Upgrade b. Sequence of major activities which disturb soils: Install erosion control measures, Excavation and trench preparation for waterlines. Sediment barriers shall be utilized as required to bound the down slope side of utility construction and soil stockpiles. Final grading -sediment barriers shall be maintained down slope from disturbed soil during this operation. Completion of on -site stabilization. c. Total Area: 1.04 Acres Disturbed Area: 1.04 Acres d. Soils Information: i. Runoff Coefficient Pre -Construction (See Appendix A): 80.00 ii. Runoff Coefficient Post -Construction (See Appendix A): 80.00 Ill. Describe the soil or the quality of any discharge from the site: Soils found on the site include: Captina silt loam; 1-3% slopes, Captina silt loam; 3-6% slopes eroded, Cleora fine sandy loam, Various Enders Group soils; 8-20% slopes, Hector-Mountainburg gravelly fine sandy loam; 3-8% slopes, Johnsburg silt loam, Nixa very gavelly silt loam; 3-8% slopes, Nixa very gavelly silt loam; 8-12% slopes, Pickwick silt loam; 3-8% slopes eroded, Razort silt loam; occasionally flooded, Razort gravelly silt loam; occasionally flooded, Samba silt loam, Savannah fine sandy loam; 3-8% slopes eroded B. Responsible Parties Individual/Company Phone Service Provided for SWPPP (i.e., Inspector, SWPPP revisions, Stabilization Activities, BMP Maintenance, etc.) 0 BMP Maintenance McClelland 0 Inspector Dave Jurgens, City of Fayetteville 479-718-7600 Owner Ryan Gill, P.E., McClelland 0 Engineer C. Receiving Waters a. The following waterbody(ies) receive stormwater from this construction site: Un-named tributaries, thence to Clear Creek, thence to the Illinois River, ultimately the Arkansas River. b. Is the project located within the jurisdiction of an MS4? xQYes =]No i. If yes, Name of MS4: Fayetteville c. Ultimate Receiving Water: = Red River =Ouachita River =Arkansas River =White River =St. Francis River =Mississippi River Stormwater Pollution Prevention Plan for Construction Activity Page 2 ARR1 50000 D. Documentation of Permit Eligibility Related to the 303(d) list and Total Maximum Daily Loads, TMDL (http://www.adeq.state.ar.us/water/branch_planning/default.htm) a. Does the stormwater enter a waterbody on the 303(d) list or with an approved TMDL? =Yes =No b. If yes: i. Waterbody identified on 303(d) list: ii. Pollutant addressed on 303(d) list or TMDL: iii. This specific project or general construction activity is identified on 303(d) list or associated assumptions and allocations identified in the TMDL for discharge: =Yes =No iv: Additional controls implemented: E. Attainment of Water Quality Standards After Authorization a. The permittee must select, install, implement, and maintain BMPs at the construction site that minimize pollutants in the discharge as necessary to meet applicable water quality standards. In general, except in situations explained below, the SWPPP developed, implemented, and updated to be considered as stringent as necessary to ensure that the discharges do not cause or contribute to an excursion above any applicable water quality standard. b. At any time after authorization, the Department may determine that the stormwater discharges may cause, have reasonable potential to cause, or contribute to an excursion above any applicable water quality standard. If such a determination is made, the Department will require the permittee to: i. Develop a supplemental BMP action plan describing SWPPP modifications to address adequately the identified water quality concerns and submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or ii. Cease discharges of pollutants from construction activity and submit an individual permit application. I understand and agree to follow the above text regarding the attainment of water quality standards after authorization. =Yes =No F. Site Map Requirements (Attach Site Map): a. Pre -construction topographic view; Revised date: 02/17/2012 Stormwater Pollution Prevention Plan for Construction Activity ARR150000 Page 3 b. Direction of stormwater flow (i.e., use arrows to show which direction stormwater will flow) and approximate slopes anticipated after grading activities; c. Delineate on the site map areas of soil disturbance and areas that will not be disturbed under the coverage of this permit; d. Location of major structural and nonstructural controls identified in the plan; e. Location of main construction entrance and exit; f. Location where stabilization practices are expected to occur; g. Locations of off -site materials, waste, borrow area, or equipment storage area; h_ Location of areas used for concrete wash -out; i. Location of all surface water bodies (including wetlands); j. Locations where stormwater is discharged to a surface water and/or municipal separate storm sewer system if applicable; k. Locations where stormwater is discharged off -site (should be continuously updated); 1. Areas where final stabilization has been accomplished and no further construction phase permit requirements apply. G. Stormwater Controls 1 Initial Site Stabilization, Erosion and Sediment Controls, and Best Management Practices: i. Initial Site Stabilization: Silt fence and other erosion control measures will be used where indicated on the erosion control drawings. ii. Erosion and Sediment Controls: Once completed the project will be topsoiled and seeded. Erosion control blankets will be utilized in creek beds for stronger stabilization. iii. If periodic inspections or other information indicates a control has been used inappropriately or incorrectly, the operator will replace or modify the control for site situations:_____ xxJ Yes No If No, explain: iv. Off -site accumulations of sediment will be removed at a frequency sufficient to minimize off -site im acts: DYes "No If No, explain: v. Sediment will be removed from sediment traps or sedimentation ponds when designdesi9ncapacity has been reduced by 50%: Ix IYesI 1No If No, explain: Revised date: 02/17/2012 Stormwater Pollution Prevention Plan for Construction Activity Page 4 ARR1 50000 vi. Litter, construction debris, and construction chemicals exposed to stormwater shall be revented from becoming a pollutant source for stormwater discharges: lx lYes =No If No, explain: vii. Off -site material storage areas used solely by the permitted project are being covered by this SWPPP: =Yes 1L INo If Yes, explain additional BMPs implemented at off -site material storage area: 2 Stabilization Practices I. Description and Schedule: Install erosion control measures, Excavation and trench preparation for waterlines. Sediment barriers shall be utilized as required to bound the down slope side of utility construction and soil stockpiles. Final grading -sediment barriers shall be maintained down slope from disturbed soil during this operation. Completion of on -site stabilization. Are buffer areas required? =Yes 0 No If No, explain why not: iT res, aescnbe natural buffer areas: iii. A record of the dates when grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated shall be included with the plan. =Yes =No If No, explain: iv. Deadlines for stabilization: Stabilization procedures will be initiated 14 days after construction activity ceases on a portion of the site. 3 Structural Practices i. Describe any structural practices to divert flows from exposed soils, store flows, or otherwise limit runoff and the discharge of pollutants from exposed areas of the site: Check dams will be used where necessary. ii. Sediment Basins: Are 10 or more acres draining to a common point? =Yes =No Revised date: 02/17/2012 Stormwater Pollution Prevention Plan for Construction Activity ARR 150000 Page 5 Is a sediment basin included in the project? =Yes No If Yes, what is the designed capacity for the storage? [3600 cubic feet per acre = or 010 year, 24 hour storm =: =Other criteria were used to design basin: If No, explain why no sedimentation basin was included and describe required natural buffer areas and other controls implemented instead: iii. Describe Velocity Dissipation Devices: Initially waatles will be used, this will be replaced perminently with snouts inside the storm boxes and Rip -Rap at discharge points. H. Other Controls a. Solid materials, including building materials, shall be prevented from being dischar ed to Waters of the State: Ix lYes=No b. Off -site vehicle tracking of sediments and the generation of dust shall be minimized through the use of: through_ A stabilized construction entrance and exit =Vehicle tire washing =Other controls, describe: c. Temporary Sanitary Facilities: On -site portable facilities will be used. d. Concrete Waste Area Provided: =Yes =No. Concrete is used on the site, but no concrete washout is provided. Explain why: =NIA, no concrete will be used with this project' e. Fuel Storage Areas, Hazardous Waste Storage, and Truck Wash Areas: none. Non-Stormwater Discharges a. The following allowable non-stormwater discharges comingled with stormwater are present or anticipated at the site: =Fire -fighting activities; =Fire hydrant flushings; Revised date: 02/17/2012 Stormwater Pollution Prevention Plan for Construction Activity ARR1 50000 Page 6 LIS =Water used to wash vehicles (where detergents or other chemicals are not used) or control dust in accordance with Part II.A.4.H.2; Potable water sources including uncontaminated waterline flushings; =Landscape Irrigation; = Routine external building wash down which does not use detergents or other chemicals; = Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled materials have been removed) and where detergents or other chemicals are not used; = Uncontaminated air conditioning, compressor condensate (See Part I.B.12.C of the permit); = Uncontaminated springs, excavation dewatering and groundwater (See Part 1.B.12.C of the permit); =Foundation or footing drains where flows are not contaminated with process materials such as solvents (See part I.B.12.C of the permit); Describe any controls associated with non--stormwater discharges present at the site: J. Post -Construction Stormwater Management: Describe measures installed during the construction process to control pollutants in stormwater discharges that will occur after construction operations have been completed: Long -Term Pollutant Controls - Storm water pollutant control measures installed during construction, which will also provide benefits after construction, include rip -rap outfall structures, sod lined ditches and pond banks, pavement, grass coverage and landscaping. Those sediment barriers that do not interfere with normal operations and appear to provide long-term benefits can be left in place after construction is completed. K. Applicable State or Local Programs: The SWPPP will be updated as necessary to reflect any revisions to appicable federal,s tate, or local requirements that affect the stormwater controns implemented at the site. =Yes = No L. Inspections a_ I nspection Frequency: 7 calendar days or =At least once every 14 calendar days and within 24 hours of the end of a storm event 0.5 inches or greater (a rain gauge must be maintained on -site) b. Inspections: Completed inspection forms will be kept with the SWPPP. =ADEQ's inspection form will be used (See Appendix B( or =A form other than ADEQ's inspection form will be used and is attached (See inspection form requirements Part II.A.4.L_2) c. Inspection records will be retained as part of the SWPPP for at least 3 years from the date of termination. Revised date: 02/17/2012 Stormwater Pollution Prevention Plan for Construction Activity ARRI 50000 Page 7 d. It is understood that the following sections describe waivers of the site inspection requirements. All applicable documentation requirements will be followed in accordance with the referenced sections. i. Winter Conditions' (Part II.A.4.L.3) ii. Adverse Weather Conditions (Part II.A.4.L.4) M. Maintenance The following procedures to maintain vegetation, erosion and sediment control measures and other protective measures in good, effective operating condition will be followed: Once identified the repairs will be made imediately. Any necessary repairs will be completed, when practicable, before the next storm event, but not to exceed a period of 3 business days of discovery, or as otherwise directed by state or local officials. N. Employee Training The following is a description of the training plan for personnel (including contractors and subcontractors) on this project: Pre-consrtruction meeting. **Note, Formal training classes given by Universities or other third -party organizations are not required, but recommended for qualified trainers; the permittee is responsible for the content of the training being adequate for personnel to implement the requirements of this permit. Certification I certify under penalty of law that this document and all attachments such as Inspection Form were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. c'l% Signature of Responsible or Cognizant Official: Title Ryan Gill, P.E. Date: June 2012 Revised date: 02/17/2012 I. EXECUTIVE SUMMARY The Storm Water Pollution Prevention Plan (SWPPP) includes, but is not limited to, Specification Section 02370 (which includes this SWPPP) and appendices, the Erosion and Sedimentation Control Plan included in the Construction Drawings, General Permit, all records of inspections and activities which are created during the course of the project, and other documents as may be included by reference to this SWPPP. Changes, modifications, revisions, additions or deletions shall become part of this SWPPP as they occur. Note: The Permittee must certify this SWPPP in the format included in Appendix D. All signed certifications must be kept with the SWPPP documents and be available for inspection. The Operator, General Contractor and all subcontractors involved with a construction activity that disturbs site soil or who implement a pollutant control measure identified in the Storm Water Pollution Prevention Plan must comply with the following requirements of the National Pollutant Discharge Elimination Systems (NPDES) General Permit ("General Permit") and any local governing agency having jurisdiction concerning erosion and sedimentation control: A. General Permit Information 1) The Owner of a large construction site (disturbance of 5 or more acres) must submit the following items for coverage under the General Permit: a) Signed and complete Notice of Intent (NOI). The NOI is located in Appendix C. b) A Storm Water Pollution Prevention Plan (SWPPP). The SWPPP includes the Erosion and Sediment Control Site Maps, the related detail sheets, and this specification. c) An initial permit fee of $200.00. Subsequent annual fees of $200.00 will be billed by the Arkansas Department of Environmental Quality to the Owner. Unless notified by a representative of ADEQ, the permittee is authorized to discharge storm water from the construction site in accordance with the General Permit two weeks after the date the NOI package is postmarked. A copy of the General Permit is located in Appendix H. Submit items listed above to: Arkansas Department of Environmental Quality NPDES Branch, Water Division P.O. Box 8913 Little Rock AR 72219 501-682-0620 2) The City of Fayetteville is listed as and will remain the "owner! operator" for purposes of the NOI. The General Contractor and all subcontractors are required to sign the certification forms in Appendix. Those forms must be kept on site with the SWPPP. B. Public Posting A description of the project, and the General Contractor's local contact name and number (site Storm Water Coordinator) must be posted in a prominent place for public viewing at the construction has been completed C. Retention of Records A complete copy of the SWPPP, including copies of all inspection reports, plan revisions, etc., must be retained at the project site at all times during working hours and kept in the permanent project records for at least five years following completion of the project. D. Contractor/ Sub -Contractor List The Operator must provide names and addresses of all general contractors and subcontractors working on this project who will be involved with the major construction activities that disturb site soil ("Sub -Contractor List"). That information must be kept with this SWPPP. (Section 9 of the General Contractor's SWPPP. See "Jobsite Storm Water Document Guideline".) E. Contractor/ Sub -Contractor Certification Forms The General Contractor and all subcontractors involved with the major construction activities that disturb site soil must sign a copy of the appropriate certification statement included in Appendix D. That information must be kept with this SWPPP. (Section 10 of the General Contractor's SWPPP. See "Jobsite Storm Water Document Guideline".) F. Inspections Regular inspections must be made to determine effectiveness of the SWPPP. A sample of the required form is included in Appendix E. The Storm Water Pollution Prevention Plan including the best management practices implemented on the jobsite shall be modified as needed to prevent pollutants from discharging from the site. The inspector must be a person familiar with the site, the nature of the major construction activities, and qualified to evaluate both overall system performance and individual component performance. Inspectors qualifications must be entered on the Inspection Report form. The inspector must either be someone empowered to implement modifications to this SWPPP and the pollutant control devices, if needed, in order to increase effectiveness to an acceptable level, or someone with the authority to cause such things to happen. Additionally, the inspector shall be properly authorized in accordance with the applicable General Permit to conduct and certify site storm water inspections. G. SWPPP Updates and Amendments This SWPPP must be updated each time there are significant modifications to the pollutant prevention system or a change of contractors working on the project who disturbs site soil. This SWPPP must be amended as necessary during the course of construction in order to keep it current with the pollutant control measures utilized on the site. Amending the SWPPP does not mean it has to be reprinted. It is acceptable to add addenda, sketches, new sections, and/ or revise drawings. The Site Map showing the locations of all storm water controls must be posted on the site and updated to reflect the progress of construction and changes to the SWPPP. Any control measure that has a hydrologic design component must be updated or amended by the Civil Engineering Consultant. Substitution of sediment control BMP's beyond those specified in the SWPPP is considered a hydrologic design component. H. Discharge of Petroleum Products of Hazardous Substances Discharge of petroleum products or other hazardous substances into storm water or the storm water (storm sewer) system is subject to reporting and clean up requirements. See Section V.B.8 of this SWPPP for state and local information on reporting spills. Refer to the General Permit for additional information. A Copy of the General Permit is included as Appendix H. I. Notice of Termination Once the site reaches final stabilization, all permanent erosion and sedimentation controls installed and all temporary erosion and sedimentation controls removed the General Contractor and Operator must complete a final site inspection. Upon approval by Operator, the Operator and General Contractor, as applicable, must complete a Notice of Termination (NOT) for record purposes. A blank form is included as Appendix F. J. General Contractors Responsibility This SWPPP intends to control water -borne and liquid pollutant discharges by some combination of interception, sedimentation, filtration, and containment. The General Contractor and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update the SWPPP in order to accomplish the intended goals. The Operator is ultimately responsible for all site conditions and permit compliance. K. Log of Construction Activities A record of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated or completed must be maintained until the NOT is filed. A log for keeping such records is included as Appendix G. Controls must be in place down slope of site disturbing activities prior to the commencement of construction and noted on the Site Map and Record of Stabilization and Construction Activity Dates. II. INTRODUCTION This SWPPP has been prepared for major activities associated with construction of: City of Fayetteville Water & Sewer Relocation/Improvements Phase II- Fayetteville This SWPPP, including the applicable General Permit, includes the elements necessary to comply with the national General Permit for construction activities administered by the U.S. Environmental Protection Agency (EPA) under the National Pollutant Discharge Elimination System (NPDES) program and all local governing agency requirements. This SWPPP must be implemented at the start of construction. Construction phase pollutant sources anticipated at the site are disturbed (bare) soil, vehicle fuels and lubricants, coatings and chemicals associated with site or building construction and pavement installation, construction -generated litter and debris, and building materials. Without adequate control there is the potential for each type of pollutant to be transported by storm water. This project involves relocation and improvements of existing water and sewer lines along Hwy 265, between Joyce blvd and Albright Rd. A major goal of pollution prevention efforts during project construction is to control soil and pollutants that originate on the site and prevent them from flowing to surface waters. The purpose of this SWPPP is to provide guidelines for achieving that goal. A successful pollution prevention program also relies upon careful inspection and adjustments during the construction process in order to enhance its effectiveness. A. Scope This SWPPP must be implemented before construction begins on the site. It primarily addresses the impact of storm rainfall and runoff on areas of the ground surface disturbed during the construction process. In addition, there are recommendations for controlling other sources of pollution that could accompany the major construction activities. This SWPPP will terminate when disturbed areas are stabilized, permanent erosion and sedimentation controls installed, temporary erosion and sedimentation controls removed, construction activities covered herein have ceased, and a completed Notice of Termination (NOT). Forms which are necessary for implementing the SWPPP are included herein. The national General Permit for Storm Water Discharges Associated with Construction Activities prohibits most non -storm water discharges during the construction phase. Allowable non -storm water discharges that could occur during construction on this project, which would therefore be covered by the General Permit in Section B.l 0.A, include: Discharges from fire fighting activities; 2. Fire hydrant flushing, so long as super -chlorinated water is neutralized; 3. Water used to wash vehicles (where detergents are not used) or control dust; 4. Potable water sources including uncontaminated water line flushing; 5. Routine external building wash down which does not use detergents or chemicals; 6. Runoff from pavement wash down where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents or other chemicals have not been used; 7. Uncontaminated air conditioning or compressor condensate; S. Uncontaminated springs and groundwater; 9. Foundation or footing drains where flows are not contaminated with process materials such as solvents; 10. Uncontaminated excavation dewatering; and 11. Landscape irrigation. Best Management Practices must be implemented for the above allowable foreseeable discharges for the duration of the permit. Each non -storm water discharge should be noted in the SWPPP and have proper erosion and sedimentation controls in place, including weekly inspection, with the exception of discharges from fire fighting activities. The techniques described in this SWPPP focus on providing control of pollutant discharges with practical approaches that utilize readily available expertise, materials, and equipment. The Operator/Owner referred to in this SWPPP is City of Fayetteville. The General Contractor shall construct the site development improvements while working under contract with the Operator/Owner. III. PROJECT DESCRIPTION Described below are the major construction activities that are the subject of this SWPPP. Also included in the sequence are BMP installation activities that must take place prior to construction activities. NOTE: Down slope protective measures must always be in place before soil is disturbed. They are presented in the order (or sequence) they are expected to begin, but each activity will not necessarily be completed before the next begins. Also, these activities could occur in a different order if necessary to maintain adequate erosion and sedimentation control. All activities and the timeframe (beginning and ending dates) shall be noted on the Site Map and Record of Stabilization and Construction Activity Dates: Upon implementation and installation of the following areas: parking, lay down, wheel wash, concrete washout, mason's area, etc., immediately denote them on the Site Maps and note any changes in location as they occur throughout the construction process. A. Install stabilized construction exit(s) and post SWPPP information at the site. B. Install silt fence(s) on the site. Clear only those areas necessary to install silt fence. C. Install and stabilize hydraulic control structures (dikes, swales, check dams, etc.). Clear only those areas necessary to install hydraulic control structures. D. Prepare temporary parking and storage area. E. Begin clearing and grubbing the site. F. Install silt fence for stockpiling area. G. Temporarily seed, throughout construction, denuded areas that will be inactive for 14 days or more. H. Install utilities where needed. I. Permanently stabilize areas to be vegetated as they are brought to final grade. J. Prepare site for paving and pave site. K. Complete grading and installation of permanent stabilization over all areas. L. Complete an NOT inspection. M. Remove all temporary BMPs and stabilize any areas disturbed by the removal of BMPs. N. Continue inspections until NOT is submitted and permit is terminated. The actual schedule for implementing pollutant control measures will be determined by project construction progress and recorded by the General Contractor on the Time Schedule on the Site Maps. Down slope protective measures must always be in place before soil is disturbed. IV. SITE DESCRIPTION Included as part of this SWPPP is the complete set of project Construction Drawings. Please refer to the Construction Drawings for detailed site information, A. Site Location — The project is located in the city limits of Fayetteville, Arkansas. The disturbed area will be approximately 1.0376492194674 acres in size. The construction site is Hwy 265, Fayetteville, approximately at latitude 36°7'55.14" North and longitude 94°7'4.44" West. A Vicinty Map is Included in Appendix A. B. Site Topography — The existing sites are comprised of roadway right-of-ways. The sites drain to un-named tributaries, thence to Clear Creek, thence to the Illinois River. The surrounding land slopes Northeast to Southwest. The drainage characteristics of the sites will be the same after completion of the project as they are currently. No increase in impervious area is anticipated. C. Rainfall Information — The average rainfall for this area is 3.675 inches per month. The lowest rainfall month is January at approximately 1.8 inches and the highest month is May/ June at approximately 5 inches. The total annual average rainfall is 44.1 inches. D. Site Soils — According the USDA soil survey for the site, the following soils may be expected: Soils found on the site include: Captina silt loam; 1-3% slopes, Captina silt loam; 3-6% slopes eroded, Cleora fine sandy loam, Various Enders Group soils; 8-20% slopes, Hector- Mountainburg gravelly fine sandy loam; 3-8% slopes, Johnsburg silt loam, Nixa very gavelly silt loam; 3-8% slopes, Nixa very gavelly silt loam; 8-12% slopes, Pickwick silt loam; 3-8% slopes eroded, Razort silt loam; occasionally flooded, Razort gravelly silt loam; occasionally flooded. Samba silt loam. Savannah fine sandy loam: 3-8% slopes eroded. This information is E. Total Disturbed Area — The entire site contains 1.0376492194674 acres and the area to be disturbed by grading is anticipated to be approximately 1.0376492194674 acres. Pre -Construction SCS TR-55 Curve Number: CN = 80 Post -Construction SCS TR-55 Curve Number: CN = 80 F. Receiving Surface Waters and Wetlands — A USGS Quadrangle Map has been included to show the location of the receiving waters. Runoff from this site discharges to Un-named tributaries, thence to Clear Creek, thence to the Illinois River, ultimately the Arkansas River. None known at this time. Some portions of this project are within the 100 -year floodplain per FEMA Flood Insurance Rate Map for Washington County, Arkansas. Map # 05143C0090F 5/16/2008. G. Erosion and Sedimentation Control Plan — Please refer to the grading and erosion control plans in Appendix B. The details are on the detail sheets. H. Threatened and Endangered Species — None known at this time. I. Historic Properties —None known at this time. J. The BMPs utilized in the site development plans are considered sufficient in order to meet applicable Water Quality Standards. They were chosen and installed at various locations in order to ensure that the discharges during construction will not cause or contribute to an excursion above any applicable Water Quality Standards. V. STORM WATER POLLUTION PREVENTION MEASURES AND CONTROLS A variety of storm water pollutant controls are recommended for this project. Some controls are intended to function temporarily and will be used as needed for pollutant control during the construction period. These include temporary sediment barriers and permanent storm retention ponds (which can also function as temporary sediment basins). For most disturbed areas, permanent stabilization will be accomplished by covering the soil with pavement, building, or vegetation. A. Erosion and Sediment Controls 1. Soil Stabilization - The purpose of soil stabilization is to prevent soil from leaving the site. In the natural condition, soil is stabilized by native vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of turf grass, pavement, or building. a) Temporary Seeding - All denuded areas that will be inactive for 14 days or more must be stabilized temporarily with the use of fast -germinating annual grass/ grain varieties, straw/ hay mulch, wood cellulose fibers, tackifiers, netting or blankets. b) Permanent Seeding - All areas at final grade must be seeded or sodded as soon as practicable, but in no case more than 14 days after completion of work in any area. The entire site must have permanent vegetative cover established in all areas not covered by hardscape at the completion of all soil disturbing activities on the site. Except for small level spots, seeded areas should generally be protected with mulch or a rolled erosion control product. All areas to be seeded will have topsoil and other soil amendments as indicated in the Specifications. 2. Structural Controls — During the construction, additional structural controls will be implemented such as silt fence, rock check dams, inlet protection, outlet protection and rock construction exits. See Grading Plans and the detail sheets for the Erosion Control Details. a) Silt Fence — Silt fence is a synthetic permeable mesh fabric typically incorporating metal or wooden support stakes at intervals sufficient to support the fence, water and sediment retained by the fence. Silt fence is also available with a wire mesh backing. The fence is designed to retain sediment -laden water to allow settlement of suspended soils before flowing through the mesh fabric for discharge downstream. Silt fence shall be located parallel to contours, 8 ft from the toe of fill slopes, to capture overland, low -velocity sheet flows. In accordance with EPA guidelines, for slopes between 50:1 and 5:1, the maximum allowable upstream flow path length to the fence is 100ft. For slopes of 2:1 or steeper, the maximum allowable upstream flow path length to the fence is 20ft. Install silt fence at a fairly level grade along the contour with an 8ft section installed uphill, at a 45 degree ingle to the fence, installed at each end of the fence to provide sufficient upstream storage volume for the anticipated runoff. Drainage areas shall not exceed 1/2 acre per 100 feet of wire -reinforced silt fence for slopes less than 2 percent. Silt fence shall be installed at the base of all soil stockpile areas. The silt fence must be installed 8 feet from the toe of the stockpile. The maximum allowable height of the stockpile is l Oft. b) Construction Exit — All access points from the public street into the construction site shall include a construction exit composed of course stone to the dimensions shown on the Construction Drawings. The rough texture of the stone helps to remove clumps of soil adhering to construction vehicle tires through the action of vibration and jarring over the rough surface and the friction of the stone matrix against soils attached to vehicle tires. In addition to the stone at the construction exit, it may be necessary to install devices such as pipes (cattle guard) to increase the vibration and jarring. It may also be necessary to install a wheel wash system. If this is done, a sediment trap control must be installed to treat the wash water before it discharges from the site. Only wash vehicles in the area where wash water will drain to the sediment trap. Do not allow wash water to enter roadside ditches. All site access must be confined to the Construction Exit(s). Barricade, sufficient to prevent use, any locations other than the Construction Exit(s) where vehicles or equipment may access the site. c) Storm Sewer Inlet Protection — Culvert headwalls, curb and grated inlets are protected from the intrusion of silt and sediment through a variety of measures as shown on the Construction Drawings. The primary mechanism is to place controls in the path of flow sufficient to slow sediment -laden water to allow settlement of suspended soils before discharging into the storm sewer. Controls typically provide a secondary benefit by means of filtration. Grated inlets typically include a sturdy frame wrapped in silt fence or crushed stone -lined perimeter to slow the flow of water. Curb inlets typically include crushed stone barriers held in place with silt fence material or geotextile fabric. It is possible that as construction progresses from storm sewer installation to paving that the inlet protection devices should change. All inlet protection devices create ponding of storm water. This should be taken into consideration when deciding on which device or devices should be used. d) Check Dams- Defined channels subject to concentrated flows in larger quantities and higher velocities may be protected with rock or other manufactured devices that can be used as a check dam. The dams impound sediment -laden water and allow for settlement of suspended soil before the storm water flows over and through the device. Dams shall be placed along the water course at linear intervals in which the elevation of the bottom of the upper most check dam is at the same elevation as the top of the check dam immediately below it. This will allow the most ponding capacity and will not increase the velocity of the water flowing along the channel. Check dams shall be 18 inches tall, spaced at 18 inch changes in grade. Locations and spacing of the check dams is shown on the Site Maps. e) Diversion Ditch/ Berm- Diversion ditches (swales) and berms (dikes) are constructed as shown on the Site Maps at locations within the construction site to intercept overland flow and direct or divert flow to a sediment basin or other point where discharge can be controlled. Ditches are excavated in the surface soils with the spoils from the excavation typically placed along the downstream edge of the ditch to provide additional capacity. Berms are built up on the surface soils and compacted to create a stable diversion. Silt dikes may be used to prevent sediment from flowing away from the construction area. Silt dikes are to contain a triangular piece of elastic foam that will retain its shape after being crossed by vehicles. The foam core is wrapped with geotextile fabric. Silt dikes are a manufactured product. In areas where silt dikes are used across and alongside utility installations, remove the silt dikes that cross an area to be trenched only when working in that area. After the trench has been backfilled, replace the silt dike. Due to the high susceptibility of erosion of site soils, the diversions are to be stabilized with seeding immediately upon completion of their construction. The berms must be inspected frequently to ensure there is not excessive sediment being stored or erosion of the ditch occurring. Final site stabilization is achieved when turf grass cover provides permanent stabilization for at least 80 percent of the disturbed soil surface, exclusive of areas that have been paved. B. Other Pollutant Controls Control of sediments has been described previously. Other aspects of this SWPPP are listed below: 1. Dust Control Construction traffic must enter and exit the site at the stabilized construction entrance. The purpose is to trap dust and mud that would otherwise be carried off -site by construction traffic. Large areas of soil that are denuded of vegetation and have no protection from particles being picked up and carried by wind should be protected with a temporary cover or kept under control with water or other soil adhering products to limit wind transported particles exiting the site perimeter. Water trucks or other dust control agents will be used as needed during construction to reduce dust generated on the site. Dust control must be provided by the General Contractor to a degree that is in compliance with applicable local and state dust control regulations. After construction, the site will be stabilized (as described elsewhere), which will reduce the potential for dust generation. The use of oils or other petroleum based or toxic liquids for dust suppression is strictly prohibited. 2. Dewatering- Verify discharges from dewatering activities are allowed non -storm water discharges under the General Permit. Discharges from dewatering operations must be directed through an appropriate pollution prevention/ treatment measure, such as a pump discharge filter bag, sediment trap or sediment basin prior to being discharged from the site. Under no circumstances are discharges from dewatering operations to be discharged directly into streams, rivers, lakes, or other areas off -site. Likewise, discharges into storm sewer systems that do not drain to a suitable on -site treatment facility, such as a basin, are also prohibited. Discharges from dewatering operations must also be conducted in a manner sufficient to prevent erosion from the discharge runoff. 3. Solid Waste Disposal - No solid materials, including building materials, are allowed to be discharged from the site with storm water. All solid waste, including disposable materials incidental to the major construction activities, must be collected and placed in containers. The containers will be emptied as necessary by a contract trash disposal service and hauled away from the site. Covers for the containers will be provided as necessary to meet state and local requirements. The location of solid waste receptacles shall be shown on the Site Maps. Substances that have the potential for polluting surface and/or groundwater must be controlled by whatever means necessary in order to ensure that they do not discharge from the site. As an example, special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must be contained and disposed so that it will not flow from the site or enter groundwater, even if this requires removal, treatment, and disposal of soil. In this regard, potentially polluting substances should be handled in a manner consistent with the impact they represent. 4. Sanitary Facilities - All personnel involved with construction activities must comply with state and local sanitary or septic system regulations. Temporary sanitary facilities will be provided at the site throughout the construction phase. They must be utilized by all construction personnel and will be serviced by a commercial operator. The location of sanitary facilities shall be shown on the Site Maps. 5. Non -Storm Water Discharges - Non -storm water components of site discharge must be clean water. Water used for construction which discharges from the site must originate from a public water supply or private well approved by the State Health Department. Water used for construction that does not originate from an approved public supply must not discharge from the site. It can be retained in ponds until it infiltrates and evaporates. Other non -storm water discharges would include ground water. Only uncontaminated ground water can be discharged from the site. When non -storm water is discharged from the site, it must be done in a manner such that it does not cause erosion of the soil during discharge. All points of discharge of non -storm water from the site must be marked on the Site Maps. 6. Concrete Waste from Concrete Ready -Mix Trucks — Discharge of excess or waste concrete and/or wash water from concrete trucks will be allowed on the construction site, but only in specifically designated diked areas that have been prepared to prevent contact between the concrete and/or wash water and storm water that will be discharged from the site. Alternatively, waste concrete can be placed into forms to make riprap or other useful concrete products. The cured residue from the concrete washout diked areas shall be disposed in accordance with applicable state and federal regulations. The jobsite superintendent is responsible for assuring that these procedures are followed. The location of concrete washout areas shall be shown on the Site Maps. 7. Fuel Tanks — Temporary on -site fuel tanks for construction vehicles shall meet all state and federal regulations. Tanks shall have approved spill containment with the capacity required by the applicable regulations. The tank shall be in sound condition free of rust or other damage which might compromise containment. Fuel storage areas will meet all EPA, OSHA, and other regulatory requirements for signage, fire extinguisher, etc. Hoses, valves, fittings, caps, filler nozzles, and associated hardware shall be maintained in proper working condition at all times. The location of fuel tanks shall be shown on the Site Maps. A Spill Prevention, Control and Countermeasure (SPCC) Plan must be developed if above -ground oil storage capacity at the construction site exceeds 1,320 gallons. Containers with a storage capacity of 55 gallons or less are not included when calculating site storage capacity. The General Contractor shall work with the Civil Engineering Consultant to develop and implement a SPCC Plan in accordance with the Oil Pollution Prevention regulation at Title 40 of the Code of Federal Regulations, Part 112, (40 CFR 112). 8. Hazardous Material Management and Spill Reporting Plan- Any hazardous or potentially hazardous material that is brought onto the construction site will be handled properly in order to reduce the potential for storm water pollution. All materials used on this construction site will be properly stored, handled, dispensed and disposed of following all applicable label directions. Material Safety Data Sheets (MSDS) information will be kept on site for any and all applicable materials. In the event of an accidental spill, immediate action will be undertaken by the General Contractor to contain and remove the spilled material. All hazardous materials will be disposed of by the Contractor in the manner specified by federal, state, and local regulations and by the manufacturer of such products. As soon as possible, the spill will be reported to the appropriate agencies. As required under the provisions of the Clean Water Act, any spill or discharge entering waters of the United States will be properly reported. The General Contractor will prepare a written record of any spill of petroleum products or hazardous materials in excess of reportable quantities and will provide notice to the Owner within 24 hours of the occurrence of the spill. The General Contractor shall submit a copy of the spill report form to ADEQ within 5 days of the occurrence of the spill. A spill report form is located in Appendix E. In accordance with the General Permit, the SWPPP must be modified within 14 calendar days of knowledge of the release to provide a description of the release, the circumstances leading to the release, and the date of the release. The SWPPP must be reviewed by the General Contractor to identify measures to prevent the reoccurrence of such release and to respond to such releases, and the plan must be modified where appropriate. The modified plan must be sent to ADEQ for review. Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as defined by the EPA or the state or local agency regulations, shall be immediately reported to the EPA National Response Center (1-800-424-8802) and the Arkansas Department of Environmental Quality (1-800-327-8411). The reportable quantity for petroleum products is 50 gallons or more to soil or any amount that could reach a waterway. The reportable quantity for hazardous materials can be found in 40 CFR 110,40 CFR 117, and 40 CFR 302. Also, see www.epa.gov/oilspill/lawsregs.htm for EPA laws and regulations. In order to minimize the potential for a spill of petroleum product or hazardous materials to come in contact with storm water, the following steps will be implemented: a) All materials with hazardous properties (such as pesticides, petroleum products, fertilizers, detergents, construction chemicals, acids, paints, paint solvents, additives for soil stabilization, concrete, curing compounds, etc.) will be stored in a secure location, under cover, when not in use. b) The minimum practical quantity of all such materials will be kept on the job site and scheduled for delivery as close to time of use as practical. c) A spill control and containment kit (containing, for example, absorbent material such as kitty litter or saw dust, acid neutralizing agent, brooms, dust pans, mops, rags, gloves, goggles, plastic and metal trash containers, etc.) will be provided at the storage site. d) All of the product in a container will be used before the container is disposed of. Containers will be disposed of in accordance with state and federal requirements. Rinsing of containers on -site shall be avoided if possible. Any rinse water used in these containers will be disposed of in a manner in compliance with state and federal regulations and will not be allowed to mix with storm water discharges. e) All products will be stored in and used from the original container with the original product label. f) All products will be used in strict compliance with instructions on the product label. g) The disposal of excess or used products will be in strict compliance with instructions on the product's label. 9. Long -Term Pollutant Controls - Storm water pollutant control measures installed during construction, which will also provide benefits after construction, include rip -rap outfall structures, sod lined ditches and pond banks, pavement, grass coverage and landscaping. Those sediment barriers that do not interfere with normal operations and appear to provide long-term benefits can be left in place after construction is completed. C. Construction Phase "Best Management Practices" (BMPs) During the construction phase, the General Contractor shall implement the following 1. Materials resulting from the clearing and grubbing or excavation operations shall be stockpiled up slope from adequate sedimentation controls. Materials removed to an off - site location shall be protected with appropriate controls and properly permitted. 2. The General Contractor shall designate areas on the Site Map for equipment cleaning, maintenance, and repair. The General Contractor and subcontractors shall utilize such designated areas. Cleaning, maintenance, and repair areas shall be protected by a temporary perimeter berm, shall not occur within 150 feet of any waterway, water body or wetland, and in areas located as far as practical from storm sewer inlets. 3. Use of detergents for large scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.) 4. Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed of at an approved solid waste or chemical disposal facility. D. Off -Site Facilities in the Operational Control of the General Contractor- Whenever dirt, rock, or other materials are imported to the construction site or exported for placement in areas off of the primary construction site, the General Contractor is responsible for determining that all storm water permitting and pollution control requirements are met for each site which receives such materials or from which site materials are taken. Prior to the disturbance of any such site, General Contractor will confirm that the operators of the site they are importing from or exporting to have properly obtained all required permits, and will comply with all laws, regulations, and permit conditions applicable to such sites. At a minimum, each off -site area that provides or receives material or is disturbed by project activities must implement erosion and sediment control measures consisting of perimeter controls on all down slope and side slope boundaries and must also provide for both temporary stabilization and for permanent vegetation after all disturbance has ended. VI. LOCAL PLANS In addition to this SWPPP, construction activities associated with this project must comply with any guidelines set forth by local regulatory agencies. The General Contractor shall maintain documents evidencing such compliance this SWPPP. VII. INSPECTIONS AND SYSTEM MAINTENANCE Between the time this SWPPP is implemented and final Notice of Termination has been submitted, all disturbed areas of the construction site, areas used for storage of materials that are exposed to precipitation that have not been finally stabilized and structural control measures and locations where vehicles enter or exit the site must be inspected at least once every seven calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater. The purpose of site inspections is to assess performance of pollutant controls. The inspections will be conducted by qualified personnel provided by the Operator. Based on these inspections, the General Contractor will decide whether it is necessary to modify this SWPPP, add or relocate controls, or revise or implement additional Best Management Practices in order to prevent pollutants from leaving the site via storm water runoff. The General Contractor has the duty to cause pollutant control measures to be repaired, modified, maintained, supplemented, or take additional steps as necessary in order to achieve effective pollutant control. Examples of specific items to evaluate during site inspections are listed below. This list is not intended to be comprehensive. During each inspection, the inspector must evaluate overall pollutant control system performance as well as particular details of individual system components. Additional factors should be considered as appropriate to the circumstances. A. Locations where vehicles enter and exit the site must be inspected for evidence of off -site sediment tracking. A stabilized construction exit shall be constructed where vehicles enter and exit. Exits shall be maintained or supplemented with additional rock as necessary to prevent the release of sediment from vehicles leaving the site. Any sediment deposited on the roadway shall be swept as necessary throughout the day or at the end of every day and disposed of in an appropriate manner. Sediment shall NOT be washed into storm sewer systems. B. Sediment barriers must be inspected and they must be cleaned out at such time as their original capacity has been reduced by 50 percent or as otherwise specified. All material excavated from behind sediment barriers shall be incorporated into on -site soils or spread out on an upland portion of the site and stabilized. Additional sediment barriers must be constructed as needed. C. Inspections shall evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or the potential for, pollutants entering the drainage system or discharging from the site. If necessary, the materials must be covered or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas. All state and local regulations pertaining to material storage areas will be adhered to. D. Grassed areas shall be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization once all areas are covered with building foundation or pavement, or have a stand of grass with at least 80 percent density. The density of 80 percent or greater must be maintained to be considered as stabilized. Areas must be watered, fertilized, and reseeded as needed to achieve this requirement. E. All discharge points must be inspected to determine whether erosion control measures are effective in preventing discharge of sediment from the site or impacts to receiving waters. The Inspection Report Form (Appendix E) must identify all deficiencies, any corrections, whether they are identified during the current inspection or have occurred since the previous inspection, and any additional comments. For inspections following a 0.5" or higher rain event, report shall clearly note the rainfall total as measured in the on -site rain gauge. Based on inspection results, any modification necessary to increase effectiveness of this SWPPP to an acceptable level must be made within seven calendar days of the inspection. The inspection reports must be complete and additional remarks should be included if needed to fully describe a situation. An important aspect of the inspection report is the description of additional measures that need to be taken to enhance plan effectiveness. The inspection report must identify whether the site was in compliance with the SWPPP at the time of inspection and specifically identify all incidents of non-compliance. A responsible corporate officer (Vice President or higher) must sign a letter delegating the site superintendent as the authorized position for conducting the required inspections. A draft form of this authorization is included in Appendix E. Inspector's qualifications must be entered on the Inspection Report Form. Inspection reports must include an original, authorized signature and date of the inspection. Inspection reports must be retained by the General Contractor as an integral part of this SWPPP for at least five years from the date of submission of the Notice of Termination of permit coverage. Ultimately, it is the responsibility of the General Contractor to assure the adequacy of site pollutant discharge controls. Actual physical site conditions or contractor practices could make it necessary to install more structural controls than are shown on the plans. (For example, localized concentrations of runoff could make it necessary to install additional sediment barriers.) Assessing the need for additional controls and implementing them or adjusting existing controls will be a continuing aspect of this SWPPP until the site achieves final stabilization. Any modifications, additions or deletions of sediment control devices must be approved by the Civil Engineer. APPENDIX A: VICINITY MAPS, PROJECT LOCATION AND USGS QUAD, SOILS REPORT, FIRM PANEL STATE OP ARRAN3A4 STA']'I HIGHWAY COMMISSION JOYCE BLVD --CITY LIMITS WASHINGTON COUNTY FAP: STP--9142 (19 ROUTE 265 SECT]0N 2 JOB 040518 WATER AN]) SEWER MAIN REPLACEMENT CI'T'Y OF FAYETTEVILLE, ARKANSAS McCLELLAND CONSi11,TING ENGINEERS. IN J0i3 NO. FYIIZ118 JUNE. 2012 ARK. H1(;HW.AY )ET. d T 17 N ?JJ FHYF ]TEVILLE �"- WATF-R APv 9f`,� { SEWER MAIN �'.1 RFPLAL_MLN: -- PR❑JECT ARI=A + pm F'�Y'I'TF;VILLL; NO1 I-0 SC'ALC r1J1 29 W I k ] END f:{JNSIf2l10EIf]N 1AYUUT NOT TO SCALE, .&C FI.4N1+ rnuf'l/GYIAr, k .iussnr, Mr .. ..-_ - .wf, ft-un Pi UiSENCAYFENB, NIL: Soil Map —Washington County, Arkansas 36° 8' 37" 367'2 uNi Map Scale: 1:14.000 if printed on A size (8.5" x 11 ") sheet. N Meters 0 100 200 400 600 Feet 0 500 1,000 2.000 3.000 SD Natural Resources Web Soil Survey 6/28/2012 Conservation Service National Cooperative Soil Survey Page 1 of 3 368'38" 367'2" Soil Map —Washington County, Arkansas V-1»1:c34iIi] Area of Inmrast (Aal1 Area of Interest (AOl) Sells Sal flap Units Special Point Features St Blowout ® Bom�w Pit c Clay Spot F Closed Depression X Gravel Pit Gravelly Spot Landfill A Lava Row k. Marsh or swamp x. Mine or Quarry ® Mlscetlananus Water ® Perennlalwater v Rock Outcrop } Saline spot S&ndy Spill Severely Eroded Spot sinkhole Slide or Slip * Sodic Spat * Spot Area o1 Stony Spot jz Very Stony Spat 1r Wei Spot A other Special Line Features Gully Short Stoop Slope Other Political Features p Cities Water Features Streams and Canals Transportatim +i-i. Rails rye Inle:rsIaLC Hiways US Rgules Major Roads _.- Local Road; MAP INFORMATION Map Scale: 1:14.000 if printed on A site (8.5' x 11") sheet. The soil surveys that comprise your AOI were mapped at 120,OO0 Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Surrey URL: hftp:ilwebsoilsurvgy.nres.usda.gov Coordinate System: UTM Zone 15N NAD83 This product is generated from the USDA-NRCS certified data as of the version dates) listed below. Soil Survey Area: Washington County, Arkansas Survey Area Data Version S, Dec 2, 2008 Dates) aerial images were photographed: Data not available. The orthophote or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries maybe evident. US DA Natural Resources Web Soil Survey 6128!2012 conservation Service Nations! Cooperative Soil Survey Page 2 of 3 Soil Map —Washington County, Arkansas Map Unit Legend Washington County, Arkansas (AR143) Map Unit Symbol Map Unit Name Acres in AOl Percent of AOI CaB Captina silt loam, I to 3 percent slopes 8.5 6.3% CaC2 Captina sift loam, 3 to 6 percent slopes, eroded 7.0 5.2% Cr Cleora fine sandy loam 1.0 0.7% ErE Enders -Allegheny complex, 8 to 20 percent slopes (leesburg) 37.7 27.7% HmC Hector-Mountainburg gravelly fine sandy loam, 3 to 8 percent slopes 0.4 0.3% Jo Johnsburg silt loam 18.5 13.6% NaC Nixa very gravelly silt loam, 3 to 8 percent slopes 12.9 9.5% NaD Nixa very gravelly silt loam, 8 to 12 percent slopes 11.4 8.4% PsC2 Pickwick sift loam, 3 to 8 percent slopes, eroded 11.7 8.6% Ra Razort silt loam, occasionally flooded 8.6 6.4% Rg Razort gravelly silt loam, occasionally flooded 1.6 1.2% Sa Samba silt loam 5.4 4.0% SfC2 Savannah fine sandy loam, 3 to 8 percent slopes, eroded 11.2 8.3% Totals for Area of Interest 136.0 t40.0% !SDA Natural Resources Web Soil Survey 6/28/2012 Conservation Service National Cooperative Soil Survey Page 3 of 3 LIMIT OF DErAIL9, STUD 665000 FT A 24 660000 FT 36°v700 L 94°07'S0 CITY OF FAYETTE+ VILLE 050216 MAP SCALE 1"=1000 xl a lniio 7n 'LA n nnn en PANEL UUVUF FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, ARKANSAS AND INCORPORATED AREAS PANEL 90 0c575 [SEE MAP INDEX FOR FIRk PANEL. LAYOUT? cON1 1 Ns: IDflS L VkNEL SUESK rnwwtornti ax rrc a 12 O .wrencuxra,asror ova taYe F spgrteoµli. Ojyok OIDarr 4orp F Ibloe to Ow The e"'e�r� t00 .ImE M p wdManaleerg ree rM to. tbnrn�4 meaiOrT rrr°n Bmnch n+rlrl oLy.. eY00d nit MY W is �lerrrr� br Cle N,pip% MAP NUMBER OS143C0090F ZONE X a rm.r rjMAP EV3ED Federal Emcr omicy Management AYnlh' an otlicio copy kin pume i cr(ir aboty roterenend rasa mat, R -- on extracted uel np F -MU OirLlne fit.. map Cove not reseal ehangec mentlmanW vAich may halt boon made flub ayuari to it.. da[v on the e Nook. Fur the Irtact product informenen abnr; NatoottS Flood Insurance ugram toad maps speck the FCMA rlood Map Stare dl o mno.fcma oa 685000 FT 949D7'3D. • MAP SCALE 11' =1000' 500 0 1000 200F�₹ 38'0T30.00" 19 nn n inn rLn ONE 4- I DR ti. FIRM m FLOOD INSURANCE RATE MAP 25 SQULEV IVATE WASHINGTON COUNTY, L ZONE �m ARKANSAS E ZONE x, AND INCORPORATED AREAS r�� Trr Ivry' PANEL 230 OF 575 �ry E [SEE MAP INDEX FOR FIRM PANEL LAVOIfTy UMIT F DETAILED STUDY COaiMTY NLNA9ER PN9N �f 0 U 1Ty AEt. FFIX ONE X 30 E vau I ,� MYtLTIEyIµp,Gri'Ci owme mao p wH� ZONE AE ON X 655000 FT ONE AE 4 E WEST0N ZONE PLA mm ZONE X 1 3 E EIR!]IE bRIV 1 O A Z II ZONE 44 rrof STUDY 14 0O ate. �n '" , '!'�'oaw arben rareN ZONE AE eL I 4 oar riii aaA°N. wu.e�e�mewr.wn.mm>Aea I0 O Tfl 3 w I° `_^ MAP NUMBER R 05143CO230F MAP REMSE D ZONE X KAY 16, 2008 ZONE X 1254 ZONEAE j III H �AHsa Ii HK 1'f OGlL AIWKh 1"O I r Z . is an d wpy Iportion of the ebow rm ek�ncrd Coal taOn-U,.. map rc as e"dm- uIIXL F M 5 T T On- ine. urea map dove nobreoect chances 1260 r omendmeMe yrych may ry;re Aeon made cobacquent Cc tl,e dMv ne tl.o till., Nark. For -the Israel Po duet i nlurmmion about Nations Flood IneurSnae - food Peeps chock fha FE MA Flood Map SWm at vw.v.,mr:.far,.,. rat APPENDIX B: EROSION CONTROL PLAN STATE OF ARKANSAS STA'['1 HIG11WAY COMMISSION JOYCE BLVD. --CFTY LIMITS WASIIINGTON COUNTY FA]': S'I'P 942 (19) POUT.I F sicrioN 2 JOB 04-0518 WATER AND SEWER MAIN REPLACEMENT CI']`Y OF FAYET'I'EVILLE, ARKANSAS VeCIELLANO CONSULTING ENC;3NL'Y.I2S, INC. JO NO- FY112118 JUNE, 2(I2 vAYETTEv:I I -E'- --...-. WATER AND "1 SEWER MAIN 11 kE.PLACEMENI PRI]JEC.T AREA -1 R 30 W F �r UC[,1N JJI3 f A13K. ]]ll;L1WAY f7L. I. 4 T 17 N - OF ' ; z PAYETTEVILLN r;o+ ro s1;A[-r-- CND CCINUR[;CTIDN LAYOUT IJOl TO SCA1.i' urr.� Yxon cpW"uwYnr. R v:� £F' w, rA♦:' —._-- Mcw4FLeANt1 "�IIILcwaaui 1Mc SPIFFY 3 SHEET 1M1 ll ,,,---- SNFE[ 7 L[eF- F'wJr+rr*.�ily p,xrk `:H L.ET ;] SHEET 5 �.:c�.. WATER `]f_iF_Lfj IEET F7A2 �____m�•__—SI'IELI F372 1. Lr F"A.C. 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Box 8913 Little Rock, AR 72219 501) 682-0623 NOTICE OF INTENT FOR DISCHARGERS OF STORM WATER RUNOFF ASSOCIATED WITH LARGE CONSTRUCTION ACTIVITY AUTHORIZED UNDER NPDES GENERAL PERMIT ARRI50000 Application Type: New 0 Renewal D (Permit Tracking Number ARR( ) I. OPERATOR INFORMATION Permittee (Legal Name): Dave Jurgens dba City of Fayetteville Operator Type: Permittee Mailing Address: 113 W Mountain St ESTATE EPARTNERSHIP Permittee City: Fayetteville EFEDERAL CORPORATION* Permittee State: AR Zip: 72701 E SOLE PROPRIETORSHIP Permittee Telephone Number: 479-718-7600 EPIJBLIC flOTHER Permittee Fax Number: na Permittee E-mail Address: N/A *State of Incorporation: • The legal name of the Permittee must be identical to the name listed with Arkansas Secretary of State. II. INVOICE MAILING INFORMATION Invoice Contact Person: Dave Jurgens City: Fayetteville Invoice Mailing Company: City of Fayetteville State: AR Zip: 72701 Invoice Mailing Address: 113 W Mountain St Telephone: 479-718-7600 III. FACILITY /PROJECT CONSTRUCTION SITE INFORMATION 1 acre = 43,560 square feet Project Name: City of Fayetteville Water & Sewer Project Contact Person: Dave Jurgens Project County: Washington Project Physical Address: Hwy 265, Fayetteville Directions to the Project: Take HWY 265 North Project City: Fayetteville Zip: 72701 In Fa etteville AR Telephone Number: 479-718-7600 Project Estimated Total amount of soil to be disturbed Start Date: July 2012 (Estimate to nearest 1/2 acre): 1 Project Estimated Total Project Acreage End Date: Feb 2014 (Estimate to nearest I/2 acre): 2 Project Latitude: 36 degrees 7 minutes 55.14 seconds Project Longitude: 94 degrees 7 minutes 4.44 seconds Type of Project: Subdivision ❑ School 0 Other: City Water & Sewer Relocate/Upgrade Is the project part of a larger common plan of development or sale? Yes ❑ No QX Linear Project Starting Coordinates (if applicable): Linear Project Ending Coordinates (if applicable): Latitude: 36 ° 7 ' 19 " Longitude: 94 ° 7 12 " Latitude: 36 ° 8 ' 29 " Longitude: 94 07 4 WATER DIVISION 5301 NORTHSHORE DRIVE / NORTH LITTLE ROCK, ARKANSAS 72118 /PHONE 501-682-0623 / FAX 501-682-0910 www.adeq_state.ar.us Construction NOI / Revision date 11/01/2011 Arkansas Department of Environmental Quality NPDES Branch, Water Division P.O. Box 8913 Little Rock, AR 72219 501) 682-0623 IV. DISCHARGE INFORMATION Name of Receiving Stream (i.e. an unnamed tributary of Mill Creek, thence into Mill Creek; thence into Arkansas River): Un-named tributaries, thence to Clear Creek, thence to the Illinois River, ultimately the Arkansas River. Choose Your Ultimate Receiving Stream: Red River ❑ Ouachita River ❑ Arkansas River White River St. Francis River ❑ Mississippi River Name of the Receiving Municipal Stonn Sewer System (If applicable): V. FACILITY/SITE PERMIT INFORMATION NPDES Individual Permit Number (If Applicable): AR00 NPDES General Permit Number (If Applicable): ARG NPDES General Industrial Storm Water Permit Number (If Applicable): ARR00 NPDES General Construction Storm Water Permit Number (If Applicable): ARR15 VI. OTHER INFORMATION Location of SWPPP on the construction site: The SWPPP will be located in a mailbox on the site. Consultant Company: McClelland Consulting Engineers, Inc. Consultant Contact Name: Ryan Gill, P.E. Consultant Email Address: 0 Consultant Address: 1810 N. College City: Fayetteville State: AR Zip: 72702 Consultant Fax Consultant Phone Number: 479-443-2377 Number: 479-443-9241 WATER DIVISION 5301 NORTHSHORE DRIVE / NORTH LITTLE ROCK, ARKANSAS 72118 /PHONE 501-682-0623 / FAX 501-682-0910 www.adeq.state.ar.us Construction NOI / Revision date 11/01/2011 Arkansas Department of Environmental Quality NPDES Branch, Water Division P.O. Box 8913 Little Rock, AR 72219 (501) 682-0623 VII. CERTIFICATION OF PERMITTEE (Initial) "I certify that, if this facility is a corporation, it is registered with the Secretary of State of Arkansas. Please provide the full name of corporation if different than that listed in Section I above." (Initial) "I certify that as a whole the storm water discharge(s), and the construction and implementation of Best Management Practices (BMP's) to control storm water runoff, are not likely to adversely affect species of critical habitat for a listed species." (Initial) "I certify that a storm water pollution prevention plan has been prepared for this facility in accordance with Part II.A of this permit, which provides for, or will provide for, compliance with local sediment and erosion plans, local storm water permits or storm water management plans, in accordance with Part II.A.4.c of this permit." (Initial) "I certify that the cognizant official designated in Part IX of this Notice of Intent is qualified to act as a duly authorized representative under the provisions of 40 CFR 122.22(b). If no cognizant official has been designated, I understand that the Department will accept reports signed by the applicant" "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Responsible Official Printed Name: Dave Jurgens Title: Water/Wastewater Director Responsible Official Signature: VIII. COGNIZANT OFFICIAL Cognizant Official Printed Name: Cognizant Official Signature: X. PERMIT REQUIREMENT VERIFICATION Please check the following to verify completion of permit requirements. Submittal of Complete NOI? Submittal of Required Permit Check Number: N/A Date: Title: Inspector Telephone: 0 Yes No* X❑., ❑ Complete SWPPP? El ❑ * If you answer No to any of the above questions, then a permit can not be issued! WATER DIVISION 5301 NORTHSHORE DRIVE / NORTH LITTLE ROCK, ARKANSAS 72118/ PHONE 501-682-0623 / FAX 501-682-0910 www.adeq.state.anus Construction NOI / Revision date 11/01/2011 APPENDIX D: CERTIFICATION FORMS Plan Certification Date: RE: City of Fayetteville Water & Sewer Relocation/Improvements Phase II - Fayetteville Location: Hwy 265, Fayetteville Fayetteville GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES STORMWATER POLLUTION PREVENTION PLAN I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage this system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Sincerely, Dave Jurgens Water/Wastewater Director City of Fayetteville This Page Intentionally left Blank CONTRACTOR CERTIFICATIONS City of Fayetteville Water & Sewer Relocation/Improvements Phase II Fayetteville The General Contractor and/or subcontractor(s) that will implement the pollutant control measures described in the SWPPP must be identified below. Each must sign a statement certifying that they understand the General Permit authorizing storm water discharges during construction. These statements must be maintained in the SWPPP file on site. Contractor implementing the SWPPP: Business Name Business Address Business Telephone Number CERTIFICATION: (Note signature requirements in Part VI.G. of the NPDES General Permit.) "I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification. " Signature Printed Name Title Date This Page Intentionally left Blank Inspection Certification Date: RE: City of Fayetteville Water & Sewer Relocation/Improvements Phase II- Fayetteville Location: Hwy 265, Fayetteville Fayetteville SITE INSPECTOR CERTIFICATION I certify under penalty of law that I am knowledgeable in the principals of erosion and sediment control, who possesses the skills to evaluate conditions at the above construction site that could impact storm water quality, and knowledgeable in the correct installation of erosion and sediment controls. I certify that I am able to assess the effectiveness of any sediment and erosion control measures selected in the SWPPP to control the quality of storm water discharges from the construction site. Additionally, I certify that I have reviewed the Arkansas Storm water Construction General Permit ARR150000 and SWPPP which was prepared by the owner of this site. Printed Name of Title of Person Construction Activities Signature and Date This Page Intentionally left Blank APPENDIX E: INSPECTION REPORT (SAMPLE FORM) AND SPILL REPORT FORM ARR150000 Inspection Form Inspector Name: Inspector Title: Date of Rainfall: Days Since Last Rain Event: E days Description of any Discharges During Inspection: Date of Inspection: Duration of Rainfall: Rainfall Since Last Rain Event: Location of Discharges of Sediment/Other Pollutant (specify pollutant & location): Locations in Need of Additional BMPs: Information on Location of Construction Activities: Appendix B inches Activity Activity Activity Stabilization Stabilization Location Begin Occuring Ceased Initiated Date Complete Date Now? Date Date Y N Y N Y N Y N Information on BMPs in Need of Maintenance Location In Working Order? Maintenance Scheduled Date Maintenance Completed Date Maintenance to be Performed By Y N Y N Y N Y N Changes required to SWPPP: SWPPP changes completed (date): Reason for changes: "I certify under penalty of law that this document and all attachments such as Inspection Form were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Signature of Responsible or Cognizant Official: Title: Date: Revised date: 02/17/2012 APPENDIX F: NOTICE OF TERMINATION (NOT) NOTICE of TERMINATION Two copies of the Notice of Termination must be completed when construction activities that disturb site soil have been completed and the site has achieved final stabilization. One should be forwarded to the Dynamic Development, Inc. The other should be sent via registered or certified mail, with return receipt requested, to the following address. Arkansas Department of Environmental Quality NPDES Branch, Water Division P.O. Box 8913 Little Rock, AR 72219 Arkansas Department of Environmental Quality NPDES Branch, Water Division P.O. Box 8913 Little Rock, AR 72219 501)682-0623 NOTICE OF TERMINATION (NOT) FOR DISCHARGERS OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY AUTHORIZED UNDER NPDES GENERAL PERMIT ARR150000 Permit Tracking Number to be Terminated: ARR15 I. PERMITTEE INFORMATION Permittee Legal Name: City of Fayetteville Permittee Mailing Address: 113 W Mountain St City: Fayetteville State: AR Zip: 72701 Permittee Telephone Number: 479-718-7600 Permittee Fax Number: na Email: N/A II. CONSTRUCTION SITE INFORMATION Project Name: City of Fayetteville Water & Sewer Project County: Washington Project City: Fayetteville Telephone Number: 479-718-7600 Permittee Type: STATE PARTNERSHIP FEDERALCORPORATION* SOLE PROPRIETORSHIP PUBLIC OTHER *State of Incorporation: Project Contact Person: Dave Jurgen_ Project Physical Address: Hwy 265, Fayetteville Fayetteville AR, 72701 Have you established vegetation cover with 80% density? Q YES Q NO Have all discharges associated with construction activities been eliminated? YES NO Have you included pictures of vegetation coverage and stabilized areas? YES NO If the project is a large plan of deevlopment, have all certifications been collected consistent with Part L.B.16.C? YES NO ***Please note that photos must be submitted in order to terminate permit coverage.*** III. PERMITTEE CERTIFICATION "1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons directly responsible for gathering information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." "In addition, I understand that by submitting this Notice of Termination that I am no longer authorized to discharge storm water by general permit, and that discharging pollutants in storm water associated with construction activity to Waters of the State is unlawful under the Clean Water Act and the Arkansas Water and Air Pollution Control Act where the discharge is not authorized by an NPDES permit." Typed or Printed Name: Title: Signature: Date: WATER DIVISION 5301 NORTHSHORE DRIVE / NORTH LITTLE ROCK, ARKANSAS 72118 / PHONE 501-682-0623 /FAX 501-682-0880 www. adeq.state. ar.us Construction Storm water Permit NOT / Revision date 11/02/2011 APPENDIX G: RECORD OF STABILIZATION AND CONSTRUCTION ACTIVITY DATES SITE STABILIZATION and CONSTRUCTION ACTIVITY DATES A record of dates when stabilization measures are initiated, when major grading activities occur, and when construction activities temporarily or permanently cease on a portion of the site shall be maintained until final site stabilization is achieved. MAJOR STABILIZATION AND GRADING ACTIVITIES Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Begin (date): End(date): Location: Description of Activity: Site Contractor: Location: Begin (date): . End(date): Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Location: Begin (date): . End(date): Description of Activity: Site Contractor: Begin (date): End(date): Location: Description of Activity: Site Contractor: Location: Description of Activity: Site Contractor: Location: Description of Activity: Site Contractor: Location: Begin (date): . End(date): Begin (date): . End(date): Begin (date): . End(date): Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Location: Begin (date): . End(date): SITE STABILIZATION and CONSTRUCTION ACTIVITY DATES A record of dates when stabilization measures are initiated, when major grading activities occur, and when construction activities temporarily or permanently cease on a portion of the site shall be maintained until final site stabilization is achieved. MAJOR STABILIZATION AND GRADING ACTIVITIES Description of Activity: Site Contractor: Begin (date): . End(date)., Location: Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Location: Begin (date): . End(date): Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Location: Description of Activity: Site Contractor: Location: Begin (date): . End(date): Begin (date): . End(date): Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Begin (date): . End(date): Location: Description of Activity: Site Contractor: Location: Begin (date): End(date): APPENDIX H: SITE NOTICE, ARKANSAS PERMIT ARR150000 Permit No. ARR150000 CONSTRUCTION SITE NOTICE FOR THE Arkansas Department of Environmental Quality (ADEQ) Storm Water Program NPDES GENERAL PERMIT NO. ARR150000 The following information is posted in compliance with Part I.B.7.a.iii of the ADEQ General Permit Number ARR150000 for discharges of storm water runoff from construction sites. Additional information regarding the ADEQ storm water program may be found on the internet at: www.adeq.state.ar.us/water/branch_npdes/stormwater Permit Number ARRI50000 Contact Name and Phone Number: Dave Jurgens 479-718-7600 Project Description: This project involves relocation and improvements of existing water and (Including estimated start date and projected sewer lines along Hwy 265, between Joyce blvd and Albright Rd. Project to end date, or date that disturbed soils will be start approximately: July 2012 and be complete approximately: Feb 2014 stabilized.) Location of Storm Water Pollution Prevention The SWPPP will be located in a mailbox on the site. Plan: For Construction Sites Authorized under Part I.B.6.b (Small Construction Sites Authorization) the following certification must be completed: I Dave Jurgens (Typed or Printed Name of Person Completing this Certification) certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part I.B.2.a.iii of the ADEQ General Permit Number ARR150000. A storm water pollution prevention plan has been developed and implemented according to the requirements contained in Part I.B.7.a.iii of the permit. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter a regulated small, medium, or large MS4 system as defined in Part II.C of the ADEQ General Permit Number ARRI 50000. I am aware there are significant penalties for providing false information or for conducted unauthorized discharges, including the possibility of fine and imprisonment for knowing violations. Signature and Title Date Permit No. ARRI 50000 AUTHORIZATION TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM AND THE ARKANSAS WATER AND AIR POLLUTION CONTROL ACT In accordance with the provisions of the Arkansas Water and Air Pollution Control Act (Ark. Code Ann. 8-4-101 et seq.), and the Clean Water Act (33 U.S.C. 1251 et seq.), Operator of Facilities with Stormwater Discharges Associated With Construction Activity is authorized to discharge to all receiving waters except as stated in Part I.B. 11 (Exclusions). For facilities that are eligible for coverage under this General Permit (GP), the Department sends a cover letter (Notice of Coverage with tracking permit number which starts with ARRI 5) and a copy of the permit to the facility. The cover letter includes the Department's determination that a facility is covered under the GP and may specify alternate requirements outlined in the permit. Effective Date: November 1, 2011 Date: October 31, 2016 /Slufflm I Steven L. Drown Issue Date Chief, Water Division Arkansas Department of Environmental Quality Page 1 of Part I Permit No. ARR150000 PART I PERMIT REQUIREMENTS Information in Part I is organized as follows: Section A: Definitions Section B: Coverage Under this Permit: 1. Permitted Area 2. Eligibility 3. Responsibilities of the Operator 4. Where to Submit 5. Requirements for Qualifying Local Program (QLP) 6. Requirements for Coverage 7. Notice of Intent (NOI) Requirements 8. Posting Notice of Coverage (NOC) 9. Applicable Federal, State or Local Requirements 10. Allowable Non-Stormwater Discharges 11. Limitations on Coverage (Exclusions) 12. Effluent Limitation Guidelines (ELG) 13. Natural Buffer Zones 14. Waivers from Permit Coverage 15. Notice of Termination (NOT) 16. Responsibilities of the Operator of a Larger Common Plan of Development for a Subdivision 17. Change in Operator 18. Late Notifications 19. Failure to Notify 20. Maintenance 21. Releases in Excess of Reportable Quantities 22. Attainment of Water Quality Standards Page 2 of PartI Permit No. ARR150000 SECTION A: DEFINITIONS 1. "ADEQ" or "Department" is referencing the Arkansas Department of Environmental Quality. The Department is the governing authority for the National Pollutant Discharge Elimination System program in the state of Arkansas. 2. "Arkansas Pollution Control and Ecology Commission" shall be referred to as APCEC throughout this permit. 3. "Automatic Coverage" indicates those sites that are defined as a small construction site or a site that is less than five (5) acres but part of a larger common plan. 4. "Best Management Practices (BMPs)" schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the discharge of pollutants to Waters of the State. BMPs also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. According to the EPA BMP manual the use of hay -bales in concentrated flow areas is not recommended as a best management practice. 5. "Cognizant Official" a duly authorized representative, as defined in Part H.B.9.B. 6. "Commencement of Construction" the initial disturbance of soils associated with clearing, grading, or excavating activities or other construction -related activities. 7. "Contaminated" means a substance the entry of which into the MS4, Waters of the State, or Waters of the United States may cause or contribute to a violation of Arkansas water quality standards. S. "Control Measure" as used in this permit, refers to any Best Management Practice or other method used to prevent or reduce the discharge of pollutants to Waters of the State. 9. "Construction Site" an area upon which one or more land disturbing construction activities occur that in total will disturb one acre or more of land, including areas that are part of a larger common plan of development or sale where multiple separate and distinct land disturbing construction activities may be taking place at different times on different schedules but under one plan such that the total disturbed area is one acre or more. 10. "CWA" the Clean Water Act or the Federal Water Pollution Control Act. 11. "Dedicated Portable Asphalt Plant" a portable asphalt plant that is located on or contiguous to a construction site that provides asphalt only to the construction site on which the plant is located or adjacent to. The term does not include facilities that are subject to the asphalt emulsion effluent guideline limitations at 40 CFR Part 443. 12. "Dedicated Portable Concrete Plant" a portable concrete plant that is located on or contiguous to a construction site and that provides concrete only to the construction site on which the plant is located on or adjacent to. 13. "Detention Basin" a detention basin is an area where excess stormwater is stored or held temporarily and then slowly drains when water levels in the receiving channel recede. In essence, the water in a detention basin is temporarily detained until additional room becomes available in the receiving channel. 14. "Director" the Director, Arkansas Department of Environmental Quality, or a designated representative. Page 3 of Part I Permit No. ARRI 50000 15. "Discharge" when used without qualification means the "discharge of a pollutant". 16. "Discharge of Stormwater Associated with Construction Activity" as used in this permit, refers to a discharge of pollutants in stormwater runoff from areas where soil disturbing activities (e.g., clearing, grading, or excavation), construction materials or equipment storage or maintenance (e.g., fill piles, borrow area, concrete truck washout, fueling), or other industrial stormwater directly related to the construction process (e.g., concrete or asphalt batch plants) are located. 17. "Discharge -Related Activities" as used in this permit, include: activities that cause, contribute to, or result in stormwater point source pollutant discharges, including but not limited to: excavation, site development, grading and other surface disturbance activities; management of solid waste and debris; and measures to control stormwater including the construction and operation of BMPs to control, reduce or prevent stormwater pollution. 18. "Disturbed area" the total area of the site where any construction activity is expected to disturb the ground surface. This includes any activity that could increase the rate of erosion, including, but not limited to, clearing, grubbing, grading, excavation, demolition activities, haul roads, and areas used for staging. Also included, are stockpiles of topsoil, fill material and any other stockpiles with a potential to create additional runoff. 19. "Eliaible" qualified for authorization to discharge stormwater under this general permit. 20. "Erosion" the process by which the land's surface is worn away by the action of wind, water, ice or gravity. 21. "Facility" or "Activity" any NPDES "point source" or any other facility or activity (including land or appurtenances thereto) that is subject to regulation under the NPDES program. 22. "Final Stabilization": A. All soil disturbing activities at the site have been completed and either of the two following criteria are met: 1) A uniform (e.g., evenly distributed, without large bare areas) perennial vegetative cover with a density of 80% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or 2) Equivalent permanent stabilization measures (such as the use of riprap, gabions, or geotextiles) have been employed. B. When background native vegetation will cover less than 100% of the ground (e.g., and areas, beaches), the 80% coverage criteria is adjusted as follows: if the native vegetation covers 50% of the ground, 80% of 50% (0.80 x 0.50 = 0.40) would require 40% total cover for final stabilization. On a beach with no natural vegetation, no stabilization is required. C. For individual lots in residential construction, final stabilization means that either: 1) The homebuilder has completed final stabilization as specified above, or 2) The homebuilder has established temporary stabilization including perimeter controls for an individual lot prior to occupation of the home by the homeowner and informing the homeowner of the need for, and benefits of, final stabilization. D. For construction projects on land used for agricultural purposes (e.g., pipelines across crop or range land, staging areas for highway construction, etc.), final stabilization may be accomplished by returning the disturbed land to its pre- Page 4 of Part I Permit No. ARR150000 construction agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to "Water of the United States", and areas which are not being returned to their pre - construction agricultural use must meet the final stabilization criteria in A, B, or C above. 23. "Grading Activities" as used in this permit are those actions that disturb the surface layer of the ground to change the contouring, surface drainage pattern, and/or any other slope characteristics of the land without significantly adding or removing on -site rock, soil, and other materials. This can include demolition, excavation, and filling. 24. "Infrastructure" streets, drainage, curbs, utilities, etc. 25. "Impaired Water" a water body listed in the current, approved Arkansas 303(d) list. 26. "Landscaping" improving the natural beauty of a piece of land (i.e. entrance of subdivision) through plantings or altering the contours of the ground. 27. "Large and Medium Municipal Separate Storm Sewer System" all municipal separate storm sewer systems that are either: A. Located in an incorporated place with a population of 100,000 or more as determined by the latest Decennial Census by the Bureau of Census: or B. Located in the counties with unincorporated urbanized populations of 100,000 or more, except municipal, separate storm sewers that are located in the incorporated places, townships or towns within such counties; or C. Owned or operated by a municipality other than those described in paragraphs (i) or (ii) and that are designated by the Director as part of the large or medium municipal separate storm sewer system. 28. "Large Construction Site" construction activity including clearing, grading and excavation, except operations that result in the disturbance of less than five acres of total land area. Construction activity also includes the disturbance of less than five acres of total land area that is a part of a larger common plan of development or sale if the larger common plan will ultimately disturb five acres. (Please see Part I.B.14 for partial waivers.) 29. "Larger Common Plan of Development" a contiguous (sharing a boundary or edge; adjacent; touching) area where multiple and distinct construction activities may be taking place at different times on different schedules under one plan. Such a plan might consist of many small projects (e.g. a common plan of development for a residential subdivision might lay out the streets, house lots, and areas for parks, schools and commercial development that the developer plans to build or sell to others for development.) All these areas would remain part of the common plan of development or sale. The following items can be used as guidance for deciding what might or might not be considered a "Common Plan of Development or Sale." The "plan" in a common plan of development or sale is broadly defined as any announcement or piece of documentation (including a sign, public notice or hearing, sales pitch, advertisement, drawing, permit application, zoning request, computer design, etc.) or physical demarcation (including boundary signs, lot stakes, surveyor markings, etc.) indicating construction activities may occur on a specific plot. The applicant must still meet the definition of operator in order to be required to get permit coverage, regardless of the acreage that is personally disturbed. If a smaller project (i.e., less than 1 acre) is part of a large common plan of development or sale (e.g., you are building a residential home on a'/2 acre lot in a 40 acre subdivision or are putting in a fast food restaurant on a 3/4 acre pad that is part of a 20 acre retail center) permit coverage is required. Under 40 CFR 122.26(b)(2)(vi), smaller parts of a larger common plan of development are automatically authorized under this general permit and should follow the conditions of a site with automatic coverage set forth in this permit (see Part I.B.6.A). Page 5 of PartI Permit No. ARR150000 30. "NOC" Notice of Coverage 31. "NOI" Notice of Intent to be covered by this permit. 32. "NOT" Notice of Termination. 33. "Operator" for the purpose of this permit and in the context of stormwater associated with construction activity, means any person (an individual, association, partnership, corporation, municipality, state or federal agency) who has the primary management and ultimate decision -making responsibility over the operation of a facility or activity. The operator is responsible for ensuring compliance with all applicable environmental regulations and conditions. In addition, for purposes of this permit and determining who is an operator, "owner" refers to the party that owns the structure being built. Ownership of the land where construction is occurring does not necessarily imply the property owner is an operator (e.g., a landowner whose property is being disturbed by construction of a gas pipeline or a landowner who allows a mining company to remove dirt, shale, clay, sand, gravel, etc. from a portion of his property). Likewise, if the erection of a structure has been contracted for, but possession of the title or lease to the land or structure is not to occur until after construction, the would- be owner may not be considered an operator (e.g., having a house built by a residential homebuilder). 34. "Outfall" a point source where stormwater leaves the construction site. 35. "Owner" the owner or operator of any "facility or activity" subject to regulation under the NPDES program. In addition, for purposes of this permit and determining who is an operator, "owner" refers to the party that owns the structure being built. Ownership of the land where construction is occurring does not necessarily imply the property owner is an operator (e.g., a landowner whose property is being disturbed by construction of a gas pipeline). Likewise, if the erection of a structure has been contracted for, but possession of the title or lease to the land or structure is not to occur until after construction, the would-be owner may not be considered an operator (e.g. having a house built by a residential homebuilder). 36. "Physically Interconnected" that one municipal separate storm sewer system is connected to a second municipal separate storm sewer system in such a way that it allows for direct discharges into the second system. 37. "Point Source" any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock, concentrated animal feeding operation, landfill leachate collection system, vessel or other floating craft from which pollutants are or may be discharged. This term does not include return flows from irrigated agriculture or agricultural stormwater runoff. 38. "Qualified Local Program" is a municipal program for stormwater discharges associated with construction sites that has been formally approved by the Department. 39. "Qualified personnel" a person knowledgeable in the principles and practice of erosion and sediment controls who possesses the skills to assess conditions at the construction site that could impact stormwater quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of stormwater discharges from the construction activity. 40. "Regulated Small Municipal Separate Storm Sewer System" all municipal separate stone sewer systems that are either: A. Located within the boundaries of an "urbanized area" with a population of 50,000 or more as determined by the latest Decennial Census by the Bureau of Census; or B. Owned or operated by a municipality other than those described in paragraph A and that serve a jurisdiction with a Page 6 of Part I Permit No. ARR150000 population of at least 10,000 and a population density of at least 1,000 people per square mile; or C. Owned or operated by a municipality other than those described in paragraphs A and B and that contributes substantially to the pollutant loadings of a "physically interconnected" municipal separate storm sewer system. 41. "Retention Basin" a basin that is designed to hold the stormwater from a rain event and allow the water to infiltrate through the bottom of the basin. A retention basin also stores stormwater, but the storage of the stormwater would be on a more permanent basis. In fact, water often remains in a retention basin indefinitely, with the exception of the volume lost to evaporation and the volume absorbed into the soils. This differs greatly from a detention basin, which typically drains after the peak of the storm flow has passed, sometimes while it is still raining. 42. "Runoff Coefficient" the fraction of total rainfall that will appear at the conveyance as runoff. 43. "Sediment" material that settles to the bottom of a liquid. 44. "Sediment Basin" a basin that is designed to maintain a 10 year -24 hour storm event for a minimum of 24 -hours in order to allow sediment to settle out of the water. 45. "Small Construction Site" construction activities including clearing, grading, and excavating that result in land disturbance of equal to or greater than one acre and less than five acres. Small construction activity also includes the disturbance of less than one acre of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one and less than five acres. Small construction activity does not include routine maintenance. 46. "Stormwater" stormwater runoff from rainfall, snow melt runoff, and surface runoff and drainage 47. "Stormwater Associated with Construction Activity" the discharge from any conveyance which is used for collecting and conveying stormwater and which is directly related to construction activity. 48. "Stormwater Pollution Prevention Plan (SWPPP or SWP3 " a plan that includes site map(s), an identification of construction/contractor, activities that could cause pollutants in the stormwater, and a description of measures or practices to control these pollutants (BMPs). 49. "Temporary Sediment Controls" controls that are installed to control sediment runoff from the site. These could be silt fencing, rock check dams, etc. 50. "Total Maximum Daly Load" or "TMDL" the sum of the individual wasteload allocations (WLAs) for point sources and toad allocations (LAs) for non -point sources and natural background. If receiving water has only one point source discharger, the TMDL is the sum of that point source WLA plus the LAs for any non -point sources of pollution and natural background sources, tributaries, or adjacent segments. TMDLs can be expressed in terms of either mass per time, toxicity, or other appropriate measure. 51. "Uncontaminated" cannot exceed the water quality standards as set forth in APCEC Regulation 2. 52. "Urbanized Area" the areas of urban population density delineated by the Bureau of the Census for statistical purposes and generally consisting of the land area comprising one or more central place(s) and the adjacent densely settled surrounding area that together have a residential population of at least 50,000 and an overall population density of at least 1,000 people per square mile as determined by the latest Decennial Census by the Bureau of Census. Page 7 of Part I Permit No. ARRI 50000 SECTION B: COVERAGE UNDER THIS PERMIT Introduction This Construction General Permit (CGP) authorizes stormwater discharges from large and small construction activities that result in a total land disturbance of equal to or greater than one acre, where those discharges enter surface Waters ofthe State or a Municipal Separate Storm Sewer System (MS4) leading to surface Waters ofthe State subject to the conditions set forth in this permit. This permit also authorizes stormwater discharges from any other construction activity designated by ADEQ where ADEQ makes that designation based on the potential for contribution to an excursion of a water quality standard or for significant contribution of pollutants to Waters of the State. This permit replaces the permit issued in 2008. The goal of this permit is to minimize the discharge of stormwater pollutants from construction activity. The Operator should make sure to read and understand the conditions of the permit. A copy ofthe General Stormwater Construction Permit is available on the ADEQ web site at You may also obtain a hard copy by contacting the ADEQ's General Permits Section at (501)682-0623. 1. Permitted Area. If a large or small construction activity is located within the State of Arkansas, the operator may be eligible to obtain coverage under this permit. 2. Eligibility. Permit eligibility is limited to discharges from "large" and "small" construction activity, or as otherwise designated by ADEQ. This general permit contains eligibility restrictions, as well as permit conditions and requirements. Operators may have to take certain actions to be eligible for coverage under this permit. In such cases, operators must continue to satisfy those eligibility provisions to maintain permit authorization. If operators do not meet the requirements that are a pre -condition to eligibility, then resulting discharges constitute unpermitted discharges. By contrast, if operators are eligible for coverage under this permit and do not comply with the requirements of the general permit, they may be in violation of the general permit for otherwise eligible discharges. A. This general permit authorizes discharges from construction activities as defined in 40 CFR 122.26(a), 40 CFR 122.26(b)(14)(x), 40 CFR 122.26(b)(l 5)(i) and 40 CFR Part 450. B. This permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards, materials storage areas, excavated material disposal areas, borrow areas) provided: 1) The support activity is directly related to a specific construction site that is required to have NPDES permit coverage for discharges of stormwater associated with the construction activity; 2) The support activity is not a commercial operation serving multiple unrelated construction projects by different operators, and does not operate beyond the completion of the construction activity at the last construction project it supports; 3) Pollutant discharges from support activity areas are minimized in compliance with conditions of this permit; and 4) discharges from the support activity areas must be identified in a Stormwater Pollution Prevention Plan (SWPPP) stating appropriate controls and measures for the area. C. Other activities may be considered for this permit at the discretion of the Director as defined in 40 CFR 122.26(b)(15)(ii). 3. Responsibilities of the Operator. Permittees with operational control are responsible for compliance with all applicable terms and conditions of this permit as it relates to their activities on the construction site, including protection of endangered species and implementation of BMPs and other controls required by the SWPPP. Receipt of this general permit does not Page 8 of Part I Permit No. ARR150000 relieve any operator of the responsibility to comply with any other applicable federal, state or local statute, ordinance or regulation. 4. Where to Submit. The operator shall submit a complete and signed Notice of Intent (NOI), Stormwater Pollution Prevention Plan (SWPPP), and application fee to the Department at the following address: Arkansas Department of Environmental Quality Discharge Permits Section 5301 Northshore Drive North Little Rock, AR 72118-5317 Or by electronic mail (Complete documents (NOI and SWPPP) must be submitted in PDF format) to: Water- ermit-a lication ade .state.ar.us ; NOTE: Notice of Coverage (NOC) will NOT be issued until payment has been received by ADEQ. 5. Requirements for Oualifying Local Program ( LPl. The Department reviews and approves the QLPs to ensure that they meet or supersede both state and federal requirements outlined in this permit and 40 CFR 122.44(s). ADEQ will review the QLP at least every 5 years for recertification. If the Department approves a QLP, then the QLP requirements must at the minimum meet the Department's requirements. This would include all templates and forms. This permit may be modified to add new QLPs or modify existing QLPs at the Department's discretion. All public notice and other applicable costs incurred by the modification of the permit for the addition or modification of a QLP will be paid by the QLP. If the small construction site is within the jurisdiction of a QLP, the operator of the small construction site is authorized to discharge stormwater associated with construction activity under QLP permit requirements only. At this time only the City of Hot Springs is meeting the ADEQ minimum requirements. 6. Requirements for Coverage. A. Automatic Coverage. An operator of each site with automatic coverage may discharge under this general permit without submitting to the Department a Notice of Intent (NOI), Stormwater Pollution Prevention Plan (SWPPP) and fee. All the permit conditions set forth must be followed. However, a completed NOC must be posted at the site for automatic permit coverage prior to commencing construction. Operators must have a copy of the SWPPP at the construction to have permit coverage and authorization to discharge. The Operator is responsible for ensuring that the site is in compliance with any changes or updates of this general permit, by either contacting ADEQ or reviewing the ADEQ website http://www.adeg.state.ar.us/water/branchpermits/gneral lermits/stormwater/construction/constTuctiOn.htm. B. Large Construction Sites. An operator of a large construction site discharging under this general permit must submit the following items at least two weeks prior to commencement of construction: 1) An NOI in accordance with the requirements of Part I.B.7 of this permit. 2) A complete SWPPP in accordance with the requirements of Part II.A of this permit. 3) An initial permit fee must accompany the NOI under the provisions of APCEC Regulation No. 9. Subsequent annual fees will be billed by the Department until the operator has requested a termination of coverage by Page 9 of Part I Permit No. ARRI 50000 submitting a Notice of Termination (NOT). Failure to remit the required permit fee may be grounds for the Director to deny coverage under this general permit. C. Coverage within a QLP. An operator of a site with automatic coverage, as defined in this permit, shall comply with the requirements of the QLP which has jurisdiction over the site. 7. Notice of Intent NO Re uirements. A. NOI Form. Large Construction site operators who intend to seek coverage for stormwater discharge under this general permit must submit a complete and accurate ADEQ NOI form to the Department at least two weeks prior to coverage under this permit. The NOI form must be the current version obtained from the stormwater webpage indicated above in Part I.B. If the NOI is deemed incomplete, the Department will notify the applicant with regard to the deficiencies by a letter, email, or phone within ten (10) business days of receipt of NOI. If the operator does not receive a notification of deficiencies from ADEQ's receipt of the NOI, the NOI is deemed complete. If the applicant does not provide the Department with the requested deficiencies within the deadline set by the Department, then the Department will return the NOI, fee and SWPPP back to the applicant. B. Contents of the NOI. The NOI form contains, at a minimum, the following information: 1) Operator (Permittee) information (name, address, telephone and fax numbers, E-mail address) 2) Whether the operator is a federal, state, private, public, corporation, or other entity 3) Application Type: New or renewal 4) Invoice mailing information (name, address, and telephone and fax numbers) 5) Project Construction site information (name, county, address, contact person, direction to site, latitude and longitude for the entrance of the site or the endpoints for linear project (in degrees, minutes, and seconds), estimated construction start date and completion date through site final stabilization, estimate of the total project acreage and the acreage to be disturbed by the operator submitting the NOI, type of the project (subdivision, school, etc), whether the project is part of a larger common plan of development.) 6) Discharge information (name of the receiving stream, ultimate receiving stream, name of municipal storm sewer system) 7) Previous/Current permit information 8) The Certification statement and signature of a qualified signatory person in accordance with 40 CFR 122.22, as adopted by reference in APCEC Regulation No. 6 9) The certification of the facility corporation 10) Other information (location of the SWPPP). C. Notice of Coverage (NOC). Unless notified by the Director to the contrary, dischargers who submit a NOI in accordance with the requirements of this permit are authorized to discharge stormwater from construction sites under the terms and conditions of this permit two weeks after the date the NOI is deemed complete by ADEQ. If the NOC has not been received by the permittee two weeks after the date the NOI is deemed complete by ADEQ, the NOI should be posted until the NOC is received. Upon review of the NOI and other available information, the Director may deny coverage under this permit and require submittal of an application for an individual NPDES permit. 8. Posting Notice of Coverage (NOC). A. Large Sites: NOC Posting for Large Construction Sites. The posting for large construction sites shall be obtained from Page 10 of PartI Permit No. ARR150000 the Department only after the permittee has met the NOI, permit fee and complete SWPPP submittal to the Department for the coverage. B. Automatic Coverage Sites. The Automatic Coverage (NOC) for small sites and a single site less than five (5) acres but part of a larger common plan, as defined in Part I.A, can be obtained from the Water Division's Construction Stormwater webpage at: http://www.adeg.state.ar.us/water/branch permits/general permits/stormwater/construction/construction.htm. The NOC must be posted at the site prior to commencing construction. In addition, a copy of the SWPPP must be available at the construction site in accordance with Part II.A.2. B and D prior to commencing construction. C. Linear Projects. If the construction project is a linear construction project (e.g., pipeline, highway, etc.), the notice must be placed in a publicly accessible location near where construction is actively underway and moved as necessary. Please note, this permit does not provide the public with any right to trespass on a construction site for any reason, including inspection of a site; nor does this permit require that the permittee allow members of the public access to a construction site. 9. Applicable Federal, State or Local Requirements. The operator must ensure that the stormwater controls implemented at the site are consistent with all applicable federal, state, or local requirements. Additionally, an operator who is operating under approved local erosion and sediment plans, grading plans, local stormwater permits, or stormwater management plans shall submit signed copies of the Notice of Intent (NOI) to the local agency (or authority) upon the local agency's request. 10. Allowable Non-Stormwater Discharges. A. The following non-stormwater discharges that are combined with stormwater during construction may be authorized by this permit. Non-stormwater discharges must be addressed in the stormwater pollution prevention plan and measures to minimize or eliminate non-stormwater discharge should be taken if reasonably possible. 1) Fire fighting activities; 2) Fire hydrant flushings; 3) Water used to wash vehicles (where detergents or other chemicals are not used) or control dust in accordance with Part ll.A.4.H.2; 4) Potable water sources including uncontaminated waterline flushings; 5) Landscape Irrigation ; 6) Routine external building wash down which does not use detergents or other chemicals; 7) Pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled materials have been removed) and where detergents or other chemicals are not used; 8) Uncontaminated air conditioning, compressor condensate (See Part I.B. 12.C of this permit);, 9) Uncontaminated springs, excavation dewatering and groundwater (See Part I.B. 12.C of this permit); 10) Foundation or footing drains where flows are not contaminated with process materials such as solvents (See Part I.B.12.C of this permit); 11. Limitations on Coverage (Exclusions). The following stormwater discharges associated with construction activity are not covered by this permit: A. Post Construction Discharge. Stormwater discharges associated with construction activities that originate from the site after construction activities have been completed, the site has undergone final stabilization, and the permit has been terminated. B. Discharges Mixed with Non-Stormwater. Stormwater discharges that are mixed with sources of non-stormwater other than those identified in Part I.B.10. Page 11 of Part I Permit No. ARR150000 C. Discharges Covered by another Permit. Stormwater discharges associated with construction activity that are covered under an individual or an alternative general permit may be authorized by this permit after an existing permit expires provided the expired permit did not establish numeric effluent limitations for such discharges. D. Discharges into Receiving Waters with an Approved TMDL. Discharges from a site into receiving waters for which there is an established total maximum daily load (TMDL) allocation www.ade .state.ar.us/water/branch lannin default.htm for Turbidity, Oil & Grease, and/or other pollutants at the discretion of the Director are not eligible for coverage under this permit unless the permittee develops and certifies a stormwater pollution prevention plan (SWPPP) that is consistent with the assumptions and requirements in the approved TMDL. To be eligible for coverage under this general permit, operators must incorporate into their SWPPP any conditions applicable to their discharges necessary for consistency with the assumptions and requirements of the TMDL within any timeframes established in the TMDL. If a specific numeric allocation has been established that would apply to the project's discharges, the operator must incorporate that allocation into its SWPPP and implement necessary steps to meet that allocation. Please note that the Department will be reviewing this information. If it is determined that the project will discharge into a receiving stream with a TMDL, then the Department may require additional BMPs. E. Discharges into Impaired Receiving Waters (303(d) List). Discharges from a site into a receiving waters listed as impaired under Section 303(d) of the Clean Water Act ( www.adeQ.state.ar.us/water/branch_planninWdefault.htm ) for Turbidity, Oil & Grease and/or other pollutants at the discretion of the Director, must incorporate into the SWPPP any additional BMPs needed to sufficiently protect water quality. The SWPPP must include a proposal for monitoring to determine if the BMPs and controls are effective. Please note that the Department will be reviewing this information. If it is determined that the project will discharge to an impaired water body, then the Department may require additional BMPs. 12. Effluent Limitation Guidelines ELG . All permittees must comply with the following effluent limits: A. Erosion and Sediment Controls. Design, install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum, such controls must be designed, installed and maintained to: 1) Control stormwater volume and velocity within the site to minimize soil erosion; 2) Control stormwater discharges, including both peak flowrates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and streambank erosion; 3) Minimize the amount of soil exposed during construction activity; 4) Minimize the disturbance of steep slopes; 5) Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site; 6) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration, unless infeasible; and 7) Minimize soil compaction and, unless infeasible, preserve topsoil. B. Soil Stabilization. Stabilization of disturbed areas must, at a minimum, be initiated immediately whenever any clearing, grading, excavating or other earth disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization must be completed within a period of time determined by the permitting authority. In arid, semiarid, and drought- Page 12 of Part I Permit No. ARR150000 stricken areas where initiating vegetative stabilization measures immediately is infeasible, alternative stabilization measures must be employed as specified by the permitting authority. C. Dewatering. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, are prohibited unless managed by appropriate controls. There shall be no turbid discharges to surface waters of the state resulting from dewatering activities. If trench or ground waters contain sediment, it must pass through a sediment settling pond or other equally effective sediment control device, prior to being discharged from the construction site. Alternatively, sediment may be removed by settling in place or by dewatering into a sump pit, filter bag, or comparable practice. Ground water dewatering which does not contain sediment or other pollutants is not required to be treated prior to discharge. However, care must be taken when discharging ground water to ensure that it does not become pollutant -laden by traversing over disturbed soils or other pollutant sources. D. Pollution Prevention Measures. Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. At a minimum, such measures must be designed, installed, implemented and maintained to: 1) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or BMP control that provides equivalent or better treatment prior to discharge; 2) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and to stormwater; and 3) Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. E. Prohibited discharges. The following discharges are prohibited: 1) Wastewater from washout of concrete, unless managed by an appropriate control; 2) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; 3) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and 4) Soaps or solvents used in vehicle and equipment washing. F. Surface Outlets. When discharging from basins and impoundments, utilize outlet structures that withdraw water from the surface, unless infeasible. 13. Natural Buffer Zones. A natural buffer zone as stated below shall be maintained at all times. Exceptions from this requirement for areas, such as water crossings, limited water access, and restoration of the buffer are allowed if the permittee fully documents in the SWPPP the circumstances and reasons for the buffer zone encroachment. Additionally, this requirement is not intended to interfere with any other ordinance, rule or regulation, statute or other provision of law. A. For construction projects where clearing and grading activities will occur, the SWPPP must provide at least twenty-five (25) feet of natural buffer zone, as measured horizontally from the top of the bank to the disturbed area, from any named or unnamed streams, creeks, rivers, lakes or other water bodies. B. The Department may also require up to fifty (50) feet of natural buffer zone, as measured from the top of the bank to the disturbed area, from established TMDL water bodies, streams listed on the 303 (d) -list, an Extraordinary Resource Water (ERW), Ecologically Sensitive Waterbody (ESW), Natural and Scenic Waterway (NSW), and/or any other uses Page 13 of Part I Permit No. ARR150000 at the discretion of the Director. C. Linear projects will be evaluated individually by the Department to determine natural buffer zone setbacks. 14. Waivers from Permit Coverage. The Director may waive the otherwise applicable requirements of this general permit for stormwater discharges from construction activities under the terms and conditions described in this section. A. Waiver Applicability and Coverage. Based upon 40 CFR Part 122.26.b.15.i.A, operators of small construction activities may apply for and receive a waiver from the requirements to obtain this permit. B. No Stormwater Leaving the Site. If all of the stormwater from the construction activity is captured on -site under any size storm event and allowed to evaporate, soak into the ground on -site, or is used for irrigation, a permit is not needed. C. TMDL Waivers. This waiver is available for sites with automatic coverage if the ADEQ has established or approved a TMDL that addresses the pollutant(s) of concern and has determined that controls on stormwater discharges from small construction activity are not needed to protect water quality. The pollutant(s) of concern include sediment (such as total suspended solids, turbidity or siltation) and any other pollutant that has been identified as a cause of impairment of any water body that will receive a discharge from the construction activity. Information on TMDLs that have been established or approved by ADEQ is available from ADEQ online at http://www.adeq.state.ar.us/water/branch_planninglclefault.htm. 15. Notice of Termination (NOT) All construction activities that disturbed soil are complete, the site has reached final effective stabilization (100% stabilization with 80% density), all stormwater discharges from construction activities authorized by this permit are eliminated and all temporary sediment controls are removed and properly disposed, the operator of the facility may submit a complete Notice of Termination (NOT) to the Director. Along with the NOT, pictures that represent the entire site should be submitted for review. Final stabilization is not required if the land is returned to its pre -construction agriculture use. Operators of small construction sites are not required to submit NOTs for their construction sites. However, final stabilization is required on all sites. If allotice of Termination is not submitted when the project is completed, the operator will be responsible for annual fees. 16. Responsibilities of the Operator of a Larger Common Plan of Development for a Subdivision. A. The operator is ultimately responsible for the runoff from the perimeter of the entire development. Regardless for the reason of the runoff, the operator is responsible for ensuring sufficient overall controls of the development. B. The operator shall not terminate the permit coverage until the following conditions have been met: 1) After all construction including landscaping and lot development has been completed; and 2) All lots are sold and developed. The following exceptions to this requirement can apply: a. less than 100% sold and developed at the discretion of the Director, or b. Separation of the larger common plan if twenty-four (24) months have passed with no construction activity, or c. All lots are developed and there are no temporary common controls for subdivision outfalls, i.e. sediment basins, large sediment traps, check dams, etc. Page 14 of PartI Permit No. ARR150000 3) If lots are sold then re -sold to a third party then permit coverage needs to be obtained by each of the operators while they have ownership of the lots. The second owner is responsible to obtain the same certification from the third owner, i.e. the certification must pass from owner to owner. C. The operator shall not terminate permit coverage until the operators of all the individual lots within the larger common plan are notified of their permitting requirements under this general permit. In this case, the signed certification statements from each operator of individual lots must be maintained in the stormwater pollution prevention plan for the large common plan. A copy of the signed certifications must be submitted to ADEQ with the NOT. The certification shall be as follows: "I, operator of an individual lot #• block # of subdivision, certify under penalty of law that I was notified by the operator of the larger common plan of the stormwater permitting requirements for my construction site(s). I understand prior to commencement of any construction activity I have to prepare and comply with a SWPPP and post the Construction Site Notice. I understand that prior to the sale of this lot to another party; I must notify the new owner of ADEQ requirements and obtain this certification from the new owner." Signature D. The following examples are provided as clarification: I) If a small portion of the original common plan of development remains undeveloped and there has been a period of time (i.e., more than 24 months) where there are no ongoing construction activities (i.e., all areas are either undisturbed or have been finally stabilized), operators may re-evaluate the original project based on the acreage remaining from the original "common plan." If less than five but more than one acre remains to build out the original "common plan", coverage under the large permit may not be required. However, operators will need to comply with the terms and conditions for Small Construction Sites in the Construction General Permit. If less than one acre remains of the original common plan, the individual project may be treated as a part of a less than one acre development and no permit would be required. 2) If operators have a long-range master plan of development where some portions of the master plan are conceptual rather than a specific plan of future development and the future construction activities would, if they occur at all, happen over an extended period of time (i.e., more than 24 months), operators may consider the "conceptual" phases of development to be separate "common plans" provided the periods of construction for the physically interconnected phases will not overlap. 3) Where discrete construction projects within a larger common plan of development or sale are located 'A mile or more apart and the area between the projects is not being disturbed, each individual project can be treated as a separate plan of development or sale provided any interconnecting road, pipeline or utility project that is part of the same "common plan" is not concurrently being disturbed. For example, an interconnecting access road or pipeline were under construction at the same time, they would generally be considered as a part of a single "common plan" for permitting purposes. 4) If the operator sells all the lots in the subdivision to one or more multi -lot homebuilder(s), provisions must be made to obtain stormwater permit coverage by one of the following options: a. The permit may be transferred from the first "operator" to the new/second "operator". b. A new, separate permit may be obtained by the second "operator". NOTE: If a new permit is to be obtained, then it must be obtained before the first/original permit is terminated. 5) If the operator retains ownership of any lots in the subdivision, the operator shall maintain permit coverage for those lots under the original permit. The operator shall modify the Stormwater Pollution Prevention Plan (SWPPP) by stating which lots are owned and marking the lots on the site map. If there are one (1) or two (2) lots remaining and the total acreage is less than five (5) acres, the original permit could be terminated and those lots could be Page 15 of PartI Permit No. ARR150000 covered as a small site. 17. Chance in Operator. For stormwater discharges from large construction sites where the operator changes, including instances where an operator is added after the initial NOI has been submitted, the new operator must ensure that a permit transfer form is received by the Department at least two (2) weeks prior to the operator beginning work at the site. 18. Late Notifications. A discharger is not precluded from submitting an NOI in accordance with the requirements of this part after the dates provided in Part I.B.6 of this permit. In such instances, the Director may bring an enforcement action for failure to submit an NOI in a timely manner or for any unauthorized discharges of stormwater associated with construction activity that have occurred on or after the dates specified in this permit. 19. Failure to Notify. The operator of a construction site who fails to notify the Director of their intent to be covered under this permit, and who potentially discharges pollutants (sediment, debris, etc.) to Waters of the State without an NPDES permit, is in violation of the Arkansas Water and Air Pollution Control Act. 20. Maintenance. Determination of the acreage of disturbance does not typically include disturbance for routine maintenance activities on existing roads where the line and grade of the road is not being altered, nor does it include the paving of existing roads. Maintenance activities (returning to original conditions) are not regulated under this permit unless one or more acres of underlying and/or surrounding soil are cleared, graded, or excavated as part of the operation. 21. Releases in Excess of Reportable Quantities. A. The discharge of hazardous substances or oil in the stormwater discharge(s) from a facility shall be prevented or minimized in accordance with the applicable stormwater pollution prevention plan for the facility. This permit does not relieve the operator of the reporting requirements of 40 CFR Parts 110, 117 and 302. Where a release containing a hazardous substance or oil in an amount equal to or in excess of a reporting quantity established under either 40 CFR 110, 40 CFR 117, or 40 CFR 302, occurs during a 24 -hour period, the following action shall be taken: I) Any person in charge of the facility is required to notify the National Response Center (NRC) (800-424-8802) in accordance with the requirements of 40 CFR 110, 40 CFR 117, or 40 CFR 302 as soon as he/she has knowledge of the discharge; 2) The operator shall submit within five (5) calendar days of knowledge of the release a written description of the release (including the type and estimate of the amount of material released), the date that such release occurred, and the circumstances leading to the release, and steps to be taken in accordance with Part II.B.13 of this permit to the ADEQ. 3) The Stormwater Pollution Prevention Plan (SWPPP) described in Part II.A of this permit must be modified within fourteen (14) calendar days of knowledge of the release to: a. Provide a description of the release and the circumstances leading to the release; and b. The date of the release; 4) Additionally, the SWPPP must be reviewed to identify measures to prevent the reoccurrence of such releases and to respond to such releases, and the plan must be modified where appropriate. B. Spills. This permit does not authorize the discharge of hazardous substances or oil resulting from an on -site spill. Page 16 of Part I Permit No. ARRI50000 22. Attainment of Water Quality Standards. The operator must select, install, implement and maintain control measures at the construction site that minimize the discharge of turbidity and/or oil and grease and/or other pollutants at the discretion of the Director as necessary to protect water quality. In general, except in situations explained in below, the stormwater controls developed, implemented, and updated to be considered stringent enough to ensure that discharges do not cause or contribute to an excursion above any applicable water quality standard. At any time after authorization, the ADEQ may determine that the stormwater discharges may cause, have reasonable potential to cause, or contribute to an excursion above any applicable water quality standard. If such a determination is made, ADEQ will require the permittee to: A. Develop a supplemental BMP action plan describing SWPPP modifications to address adequately the identified water quality concerns and submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or B. Cease discharges of pollutants from construction activity and submit an individual permit application. All written responses required under this part must include a signed certification consistent with Part II.B.9. Page 1 of Part II Permit No. ARR150000 PART II STANDARD CONDITIONS Information in Part II is organized as follows: Section A: Stormwater Pollution Prevention Plans (SWPPP): 1. Deadlines for Plan Preparation and Compliance 2. Signature, SWPPP, Inspection Reports, and Notice of Coverage (NOC) 3. Keeping SWPPP Current 4. Contents of the Stormwater Pollution Prevention Plan 5. Plan Certification Section B: Standard Permit Conditions: 1. Retention of Records 2. Duty to Comply 3. Penalties for Violations of Permit Conditions 4. Continuance of Expired General Permit 5. Need to Halt or Reduce Activity Not a Defense 6. Duty to Mitigate 7. Duty to Provide Information 8. Other Information 9. Signatory Requirements 10. Certification 11. Penalties for Falsification of Reports 12. Penalties for Tampering 13. Oil and Hazardous Substance Liability 14. Property Rights 15. Severability 16. Transfers 17. Proper Operation and Maintenance 18. Inspection and Entry 19. Permit Actions 20. Re -Opener Clause 21. Local Requirements 22. Applicable Federal, State Requirements Page 2 of Part II Permit No. ARRI 50000 SECTION A: STORMWATER POLLUTION PREVENTION PLANS (SWPPP) The operator must prepare a Stormwater Pollution Prevention Plan (the plan/SWPPP) before permit coverage. At least one SWPPP must be developed for each construction project or site covered by this permit. The SWPPP must follow the order outlined in Part II.A.4 & 5 below. This basic ADEQ format is available through the Department's website http://www.adeg .state.ar.us/water/branch ermits/ eneral ermits/stormwater/construction/construction.btm . Other formats may be used at the discretion of the Director if the format has been approved by the Department prior to use. The operator must implement the SWPPP as written from initial commencement of construction activity until final stabilization is complete, with changes being made as deemed necessary by the permittee, local, state or federal officials. The plan shall be prepared in accordance with good engineering practices, by qualified personnel and must: • Identify potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges from the construction; • Identify, describe and ensure the implementation of Best Management Practices (BMPs), with emphasis on initial site stabilization, which are to be used to reduce pollutants in stormwater discharges from the construction site; • Be site specific to what is taking place on a particular construction site; • Ensure compliance with the terms and conditions of this permit; and • Identify the responsible party for on -site SWPPP implementation. 1. Deadlines for Plan Preparation and Compliance. A. Large Construction Sites. The plan shall be completed and submitted for review, along with a NOI and initial permit fee 2 weeks prior to commencement of construction activities. Submittals of updates to the plan during the construction process are required only if requested by the Director. B. Automatic Coverage Sites. The plan shall be completed prior to the commencement of construction activities and updated as appropriate. Submittal ofNOI, permit fee and SWPPP is not required. All conditions set forth in Part II.A must be followed and the NOC must be posted at the site prior to commencing construction. In addition, a copy of the SWPPP must be available at the construction site in accordance with Part 11.2. B and D prior to commencing construction. C. Existing Permittees. Existing permittees, that were permitted prior to the issuance of this renewal permit, are required to update their plan as appropriate to come into compliance with the requirements contained in Part II.A.4 within ninety (90) days from the effective date of this permit. 2. Signature, Stormwater Pollution Prevention Plan (SWPPP). Inspection Reports and Notice of Coverage (NOC). A. The SWPPP and inspection reports shall be signed by the operator (or cognizant official) in accordance with Part 11.B.9 and be retained at the construction site during normal business hours (8:00 A.M. - 5:00 P.M.). B. The operator shall make SWPPP and inspection reports available, upon request, to the Director, the EPA, or a State or local agency reviewing sediment and erosion plans, grading plans, or stormwater management plans, or, in the case of a stormwater discharge associated with construction activity which discharges through a municipal separate storm sewer system with an NPDES permit, to the municipal operator of the system. C. The Director, or authorized representative, may notify the operator at any time that the plan does not meet one or more of the minimum requirements of this Part. Within seven (7) business days of such notification from the Director, (or as Page 3 of Part II Permit No. ARRl 50000 otherwise provided by the Director), or authorized representative, the operator shall make the required changes to the plan and submit to the Director a written certification that the requested changes have been made. The Department may request re -submittal of the SWPPP to confirm that all deficiencies have been adequately addressed. The Department may also take appropriate enforcement action for the period of time the operator was operating under SWPPP that did not meet the minimum requirements of this permit. D. The operator must post the NOC near the main entrance of the construction site and visible to the public. The NOC will indicate the location of the SWPPP. If the SWPPP location is changed from the initial location, the NOC shall be updated to reflect the correct location of the SWPPP 3. Keeping SWPPP Current. The operator shall amend the SWPPP within seven (7) business days or whenever there is a change in design, construction, operation, or maintenance at the construction site which has or could have a significant effect on the potential for the discharge of pollutants to the Waters of the State that has not been previously addressed in the SWPPP. The SWPPP should also be modified if a determination has been made through inspections, monitoring (if required), or investigation by the operator, local, state, or federal officials that the discharges are causing or contributing to water quality violation or the plan proves to be ineffective in eliminating or significantly minimizing pollutants from sources identified in stormwater discharges from the construction site. 4. Contents of the Stonnwater Pollution Prevention Plan (SWPPP). The SWPPP shall include the following items: A. Site Description. SWPPP shall provide a description of the following: 1) A description of the nature of the construction activity and its intended use after the Notice of Intent (NOI) is filed (i.e., residential subdivision, shopping mall, etc.); 2) A description of the intended sequence of major activities which disturb soils for major portions of the site (e.g. grubbing, excavation, grading, infrastructure installation, etc.); 3) Estimates of the total area of the site (including of site borrow and fill areas) and the total area of the site that is expected to be disturbed by excavation, grading or other activities; and 4) An estimate of the runoff coefficient of the site for pre- and post -construction activities and existing data describing the soil or the quality of any discharge from the site. B. Responsible Parties. The SWPPP must identify (as soon as this information is known) all parties (i.e., General Contractors, Landscapers, Project Designers, and Inspectors) responsible for particular services they provide to the operator to comply with the requirements of the SWPPP for the project site, and areas over which each party has control. If these parties change over the life of the permit, or new parties are added, then the SWPPP should be updated to reflect these changes. C. Receiving Waters. The SWPPP must include a clear description of the nearest receiving water(s), or ifthe discharge is to a municipal separate storm sewer, the name of the operator of the municipal system, and the ultimate receiving water(s). D. Documentation of Permit Eligibility Related to the 303 (d) list and Total Maximum Daily Loads (TMDL). The SWPPP should include information on whether or not the stormwater discharges from the site enter a water body that is on the most recent 303 (d) list or with an approved TMDL. Ifthe stormwater discharge does enter a water body that is on the most recent 303(d) list or with an approved TMDL, then the SWPPP should address the following items: 1) Identification of the pollutants that the 303 (d) list or TMDL addresses, specifically whether the 303 (d) list or TMDL addresses sediment or a parameter that addresses sediment (such as total suspended solids, turbidity, or siltation); 2) Identification of whether the operator's discharge is identified, either specifically or generally, on the 303 (d) list or any associated assumptions and allocations identified in the TMDL for the discharge; and 3) Measures taken by the operator to ensure that its discharge of pollutants from the site is consistent with the assumptions and allocations of the TMDL. Page 4 of Part II Permit No. ARR150000 If the Department determines during the review process that the proposed project will be discharging to a receiving water that is on the most recent 303 (d) list or with an approved TMDL, then the Department will notify the applicant to include additional Best Management Practices in the SWPPP. E. Attainment of Water Quality Standards After Authorization. 1) The permittee must select, install, implement, and maintain BMPs at the construction site that minimize pollutants in the discharge as necessary to meet applicable water quality standards. In general, except in situations explained below, the SWPPP developed, implemented, and updated to be considered as stringent as necessary to ensure that the discharges do not cause or contribute to an excursion above any applicable water quality standard. 2) At any time after authorization, the Department may determine that the stormwater discharges may cause, have reasonable potential to cause, or contribute to an excursion above any applicable water quality standard. If such a determination is made, the Department will require the permittee to: a. Develop a supplemental BMP action plan describing SWPPP modifications to address adequately the identified water quality concerns and submit valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or b. Cease discharges of pollutants from construction activity and submit an individual permit application. 3) All written responses required under this part must include a signed certification (Part II.B.9) F. Site Map. The SWPPP must contain a legible site map (or multiple maps, if necessary) complete to scale, showing the entire site, that identifies, at a minimum, the following: 1) Pre -construction topographic view; 2) Direction of stormwater flow (i.e., use arrows to show which direction stormwater will flow) and approximate slopes anticipated after grading activities; 3) Delineate on the site map areas of soil disturbance and areas that will not be disturbed under the coverage of this permit; 4) Location of major structural and nonstructural controls identified in the plan; 5) Location of main construction entrance and exit; 6) Location where stabilization practices are expected to occur; 7) Locations of off -site materials, waste, borrow area, or equipment storage area; 8) Location of areas used for concrete wash -out; 9) Location of all surface water bodies (including wetlands); 10) Locations where stormwater is discharged to a surface water and/or municipal separate storm sewer system if applicable, 11) Locations where stormwater is discharged off -site (should be continuously updated); 12) Areas where final stabilization has been accomplished and no further construction phase permit requirements apply. G. Stormwater Controls. Each plan shall include a description of appropriate controls and measures that will be implemented at the construction site. The plan will clearly describe for each activity identified in the project description control measures associated with the activity and the schedule during the construction process that the measures will be implemented. Perimeter controls for the site must be installed after the clearing and grubbing necessary for installation of the measure, but before the clearing and grubbing for the remaining portions of the site. Perimeter controls must be actively maintained until final stabilization of those portions of the site upward of the perimeter control. Temporary perimeter controls must be removed after fmal stabilization and properly disposed. The description and implementation of controls shall address the following minimum components: Page 5 of Part II Permit No. ARR150000 1) Initial Site Stabilization Erosion, and Sediment Controls and Best Management Practices. Design, install, implement and maintain effective erosion and sediment controls to minimize the discharge of pollutants. At a minimum the following controls and Best Management Practices (BMPs) must be designed, installed, implemented and maintained. Therefore, the SWPPP must address, at a minimum, the following: a. For larger common plans, only streets, drainage, utility areas, areas needed for initial construction of streets (e.g., borrow pits, parking areas, etc.) and areas needed for stormwater structures may be disturbed initially. Upon stabilization of the initial areas, additional areas may be disturbed. b. The construction -phase erosion (such as site stabilization) and sediment controls (such as check dams) should be designed to retain sediment on -site to the extent practicable. c. All control measures must be properly selected, installed, and maintained in accordance with the manufacturer's specifications, good engineering, and construction practices. If periodic inspections or other information indicates a control has been used inappropriately or incorrectly, the permittee must replace or modify the control for site situations. d. If sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize off -site impacts (e.g., fugitive sediment in street could be washed into storm sewers by the next rain and/or pose a safety hazard to users of public streets). This permit does not give the authority to trespass onto other property; therefore this condition should be carried out along with the permission of neighboring land owners to remove sediment. e. Sediment must be removed from sediment traps (if used please specify what type) or sedimentation ponds when design capacity has been reduced by 50%. f. Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges (e.g., screening outfalls picked up daily). g. Off -site material storage areas (also including overburden and stockpiles of dirt, borrow areas, etc.) used solely by the permitted project are considered a part of the project and shall be addressed in the SWPPP. 2) Stabilization practices. The SWPPP must include, at a minimum, the following information: a. Description and Schedule: A description of initial, interim, and permanent stabilization practices, including site -specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where attainable and that disturbed areas are stabilized. Stabilization practices may include: mulching, temporary seeding, permanent seeding, geotextiles, sod stabilization, natural buffer strips, protection of trees, and preservation of mature vegetation and other appropriate measures. b. Description of natural buffer areas: The Department requires that a natural buffer zone be established between the top of stream bank and the disturbed area. The SWPPP must contain a description of how the site will maintain natural buffer zones. For construction projects where clearing and grading activities will occur, SWPPP must provide at least twenty-five (25) feet of natural buffer zone from any named or unnamed streams, creeks, rivers, lakes or other water bodies. The plan must also provide at least fifty (50) feet of natural buffer zone from established TMDL water bodies, streams listed on the 303 (d) -list, an Extraordinary Resource Water (ERW), Ecologically Sensitive Waterbody (ESW), Natural and Scenic Waterway (NSW), and/or other uses at the discretion of the Director. If the site will be disturbed within the recommended buffer zone, then the buffer zone area must be stabilized as soon as possible. Exceptions from this requirement for areas, such as water crossings, limited water access, and restoration of the buffer are allowed if the permittee fully documents in the SWPPP the circumstances and reasons for the buffer zone encroachment. Additionally, this requirement is not intended to interfere with any other ordinance, rule or regulation, statute or other provision of law. Please note that above -grade clearing that does not disturb the soil in the buffer zone area does not have to comply with buffer zone requirements. c. Records of Stabilization: A record of the dates when grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated shall be included in the plan. Page 6 of Part II Permit No. ARR150000 d. Deadlines for Stabilization: Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily ceased, but in no case more than fourteen (14) days after the construction activity in that portion of the site has temporarily or permanently ceased, except: (1) Where the initiation of stabilization measures by the fourteenth (14th) day after construction activity temporarily ceases is precluded by snow cover, stabilization measures shall be initiated as soon as practicable. (2) In arid, semiarid, and drought -stricken areas where initiating vegetative stabilization measures immediately is infeasible, alternative stabilization measures must be employed as specified by the permitting authority. 3) Structural Practices. A description of structural practices to divert flows from exposed soils, store flows, or otherwise limit runoff and the discharge of pollutants from exposed areas of the site to the degree attainable. Structural practices should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 of the Clean Water Act. Such practices may include but are not limited to: - silt fences (installed and maintained) - earthen dikes to prevent run-on - drainage swales to prevent run-on - check dams - subsurface drains - pipe slope drains - storm drain inlet protection - rock outlet protection - sediment traps - reinforced soil retaining systems - gabions - temporary or permanent sediment basins. A combination of erosion and sediment control measures is encouraged to achieve maximum pollutant removal. Adequate spillway cross-sectional area and re -enforcement must be provided for check dams, sediment traps, and sediment basins. a. Sediment Basins: (1) For common drainage locations that serve an area with ten (10) or more acres (including run-on from other areas) draining to a common point, a temporary or permanent sediment basin that provides storage based on either the smaller of 3600 cubic feet per acre, or a size based on the runoff volume of a 10 year, 24 hour storm, shall be provided where attainable (so as not to adversely impact water quality) until final stabilization of the site. In determining whether installing a sediment basin is attainable, the operator may consider factors such as site soils, slope, available area on site, etc. Proper hydraulic design of the outlet is critical to achieving the desired performance of the basin. The outlet should be designed to drain the basin within twenty-four (24) to seventy-two (72) hours. (A rule of thumb is one square foot per acre for a spillway design.) The 24 -hour limit is specified to provide adequate settling time; the seventy-two (72) - hour limit is specified to mitigate vector control concerns. If a pipe outlet design is chosen for the outfall, then an emergency spillway is required. If "non -attainability" is claimed, then an explanation of non - attainability shall be included in the SWPPP. Where a sediment basin is not attainable, smaller sediment basins and/or sediment traps shall be used. Where a sediment basin is un-attainable, natural buffer strips or other suitable controls which are effective are required for all side slopes and down slope boundaries of the construction area. The plans for removal of the sediment basin should also be included with the description of the basin in the SWPPP. (2) For drainage locations serving an area less than ten (10) acres, sediment traps, silt fences, or equivalent Page 7 of Part II Permit No. ARR150000 sediment controls are required for all side slope and down slope boundaries of the construction area unless a sediment basin providing storage based on either the smaller of 3600 cubic feet per acre, or a size based on the run off volume of a 10 year, 24 hour storm is provided. (A rule of thumb is one square foot per acre for a spillway.) However, in order to protect the Waters of the State, the Director, at their discretion, may require a sediment basin for any drainage areas draining to a common point. b. Velocity Dissipation Devices: Velocity dissipation devices must be placed at discharge locations, within concentrated flow areas serving two or more acres, and along the length of any outfall channel to provide a non -erosive flow velocity from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (i.e., no significant changes in the hydrological regime of the receiving water). Please note that the use of hay -bales is not recommended in areas of concentrated flow. H. Other Controls. 1) No solid materials, including building materials, shall be discharged to Waters of the State. 2) Off -site vehicle tracking of sediments and the generation of dust shall be minimized through the use of a stabilized construction entrance and exit and/or vehicle tire washing. 3) For lots that are less than one (1) acre in size an alternative method may be used in addition to a stabilized construction entrance. An example of an alternative method could be daily street sweeping. This could allow for the shortening of the construction entrance. 4) The plan shall ensure and demonstrate compliance with applicable State or local waste disposal, temporary and permanent sanitary sewer or septic system regulations. 5) No liquid concrete waste shall be discharged to Waters of the State. Appropriate controls to prevent the discharge of concrete washout waters must be implemented if concrete washout will occur on -site. 6) No contaminants from fuel storage areas, hazardous waste storage and truck wash areas shall be discharged to waters of the State. Methods for protecting these areas shall be identified and implemented. These areas should not be located near a water body, if there is a water body on or near the project. I. Non-stormwater discharges. Sources of non-stormwater listed in Part I.B. 10 of this permit that are combined with stormwater discharges associated with construction activity must be identified in the plan. This list should be site specific non-stormwater discharges. J. Post -Construction Stormwater Management. The operator is required to provide a description of measures that will be installed during the construction process to control pollutants in stormwater discharges that will occur after construction operations have been completed. Structural measures should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 (Corps of Engineers) of the Clean Water Act. This permit only addresses the installation of stormwater management measures, and not the ultimate operation and maintenance of such structures after the construction activities have been completed and the site has undergone final stabilization. However, post -construction stormwater BMPs that discharge pollutants from a point source once construction is completed may need authorization under a separate ADEQ NPDES permit. Such practices may include but are not limited to: - infiltration of runoff onsite - flow attenuation by use of open vegetated swales and natural depressions - stormwater retention structures - stormwater detention structures (including wet ponds) - sequential systems, which combine several practices A goal of at least 80 % removal of total suspended solids from these flows which exceed predevelopment levels should be used in designing and installing stormwater management controls (where practicable). Where this goal is not met, the operator shall provide justification for rejecting each practice listed above based on site conditions. Page 8 of Part II Permit No. ARR150000 K. Applicable State or Local Programs. The SWPPP must be updated as necessary to reflect any revisions to applicable federal, state, or local requirements that affect the stormwater controls implemented at the site. L. Inspections. Inspections should conducted by qualified personnel (provided by the operator). Inspections must include all areas of the site disturbed by construction activity and areas used for storage of materials that are exposed to precipitation. Inspectors must look for evidence of, or the potential for, pollutants entering the stormwater conveyance system. Erosion and sedimentation control measures must be observed to ensure proper operation. Discharge locations must be inspected to determine whether erosion control measures are effective in preventing significant impacts to Waters of the State, where accessible. Where discharge locations are inaccessible, nearby downstream locations must be inspected to the extent that such inspections are practicable. Locations where vehicles enter or exit the site must be inspected for evidence of off -site sediment tracking. Inspections may not be required if the lot(s) within a larger common plan is/are sufficiently stabilized. In addition, inspections may not be required on a completed section of a linear project if that section has been sufficiently stabilized. Stabilized areas of the project should be indicated in the SWPPP and site map and show what date they were stabilized. The operator must ensure that no sediment will leave the lot(s) that are stabilized. These lots must be identified within the SWPPP and show what date they were stabilized. If the operator is unable to ensure this, then inspections must continue. 1) Inspection Frequency. Inspections must be conduct in accordance with one of the following schedules listed below. The schedule must be specified in the Stormwater Pollution Prevention Plan (SWPPP). a. At least once every 7 calendar days, or b. At least once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 inches or greater (a rain gauge must be maintained on -site). 2) Inspection Form. The ADEQ inspection form should be used for all inspections. The inspection form should include any erosion/sediment controls that are being used on the site. The form is available on the Departments website www.adeq.state.ar.us. If a different form is used it must at a minimum contain the following information: a. Inspector Name and Title b. Date of Inspection c. Amount of Rainfall and Days Since Last Rain Event (only applicable to Part ILA.4.L.1.b) d. Approximate beginning and duration of the storm event e. Description of any discharges during inspection f. Locations of discharges of sediment/other pollutants g. Locations of BMPs in need of maintenance or where maintenance was performed h. If the BMPs are in working order and if Maintenance is required (including when scheduled and completed) i. Locations that are in need of additional controls j. Location and Dates When Major Construction Activities Begin, Occur or Cease k. Signature of qualified signatory official, in accordance with Part II.B.9 Additional information may be added to the inspection report at the permittees discretion. 3) Inspection Records. The report shall be retained as part of the SWPPP for at least three (3) years from the date the site is finally stabilized. The report shall be signed and have a certification statement in accordance with the requirements of this permit. 4) Winter Conditions. Inspections will not be required at construction sites where snow cover exists over the entire site for an extended period, and melting conditions do not exist. If there is any runoff from the site at any time during snow cover, melting conditions would be considered to be existent at the site and this inspection waiver would not apply. Regular inspections, as required by this permit, are required at all other times as specified in this Page 9 of PartH Permit No. ARR150000 permit. If winter conditions prevent compliance with the permit, documentation of the beginning and ending date of winter conditions should be included in the SWPPP. 5) Adverse Weather Conditions. Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local flooding, high winds, or electrical storms, or situations that otherwise make inspections impractical, such as extended frozen conditions. When adverse weather conditions prevent the inspection of the site, an inspection should be completed as soon as is safe and feasible. If adverse weather conditions prevent compliance with the permit, documentation of the beginning and ending date of adverse weather conditions should be included in the SWPPP. M. Maintenance. A description of procedures to maintain vegetation, erosion and sediment control measures and other protective measures in good, effective operating condition shall be outlined in the plan. Any repairs that are needed based on an inspection shall be completed, when practicable, before the next storm event, but not to exceed a period of three (3) business days of discovery, or as otherwise directed by. state or local officials. However, if conditions do not permit large equipment to be used, a longer time frame is allowed if the condition is thoroughly documented on the inspection form. Maintenance for manufactured controls must be done at a minimum of the manufacture's specifications. Maintenance for non -manufactured controls, i.e. check dams, sediment traps, must be done upon 50% capacity. N. Employee Training. The permittee is responsible for training personnel who are responsible for implementing activities identified in the SWPPP on the components and goals of the SWPPP and the requirements of the general permit. This includes contractors and subcontractors. Training should be given by a knowledgeable and qualified trainer. The SWPPP shall identify periodic dates for such training and records of training must be maintained with the SWPPP. Training records that are maintained electronically (i.e. database, etc) do not need to be maintained with the SWPPP, but must be accessible upon request. Formal training classes given by Universities or other third -party organizations are not required but recommended for qualified trainers; the permittee is responsible for the content of the training being adequate for personnel to implement the requirements of the permit. 5. Plan Certification. The SWPPP Certification must be signed by either the operator or the cognizant official identified on the Notice of Intent. All documents required by the permit and other information requested by the Director shall be signed by operator or by a duly authorized representative of the operator (Please see Part II.B.10 below for certification). Page 10 of PartlI Permit No. ARR150000 SECTION B: STANDARD PERMIT CONDITIONS 1. Retention of Records. A. The operator shall retain records of all Stormwater Pollution Prevention Plans, all inspection reports required by this permit, and records of all data used to complete the Notice of Intent (NOI) to be covered by this permit for a period of at least three years from the date the Notice of Termination letter is signed by the Department. This period may be extended by request of the Director at any time. B. The operator shall retain a signed copy of the Stormwater Pollution Prevention Plan (SWPPP) and inspection reports required by this permit at the construction site from the date of project initiation to the date of final stabilization. 2. Duty to Comply. The operator must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the federal Clean Water Act and the Arkansas Water and Air Pollution Control Act and is grounds for: enforcement action; permit termination, revocation and re -issuance, or modification; or denial of a permit renewal application. 3. Penalties for Violations of Permit Conditions. The Arkansas Water and Air Pollution Control Act (Ark. Code Ann. 8-4- 101 et seq.) provides that any person who violates any provisions of a permit issued under the Act shall be guilty of a misdemeanor and upon conviction thereof shall be subject to imprisonment for not more than one (1) year, or a criminal penalty of not more than twenty five thousand dollars ($25,000) or by both such fine and imprisonment for each day of such violation. Any person who violates any provision of a permit issued under the Act may also be subject to civil penalty in such amount as the court shall find appropriate, not to exceed ten thousand dollars ($10,000) for each day of such violation. The fact that any such violation may constitute a misdemeanor shall not be a bar to the maintenance of such civil action. 4. Continuance of the Expired General Permit. An expired general permit continues in force and effect until a new general permit is issued. If this permit is not re -issued or replaced prior to the expiration date, it will be administratively continued in accordance with Arkansas Act 731 of 2011 and remain in force and effect. If the permittee were granted permit coverage prior to the expiration date, the permittee will automatically remain covered by the continued permit until the earliest of: A. Re -issuance or replacement of this permit, at which time operators must comply with the conditions of the new permit, within 180 days prior to expiration date and no later than 30 days prior to expiration date; or B. The operator's submittal of a Notice of Termination (NOT); or C. Issuance of an individual permit for the project's discharges; or D. A formal permit decision by the ADEQ to not re -issue this general permit, at which time operators must seek coverage under an individual permit. Small site operators are responsible for ensuring that the site is in compliance with any changes or updates of this general permit, by reviewing the ADEQ website at: hM://www.adec state_ar_us/water/branch_permits/general permits/stormwater/construction/construction.htm . 5. Need to Halt or Reduce Activity Not a Defense. It shall not be a defense for an operator in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. 6. Duty to Mitigate. The operator shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit which has reasonable likelihood of adversely affecting human health or the environment. 7. Duty to Provide Information. The operator shall furnish to the Director, an authorized representative of the Director, the Page 11 of Part lI Permit No. ARR1 50000 EPA, a State or local agency reviewing sediment and erosion plans, grading plans, or stormwater management plans, or in the case of a stormwater discharge associated with industrial activity which discharges through a Municipal Separate Storm Sewer System (MS4) with an NPDES permit, to the municipal operator of the system, within a reasonable time, any information which is requested to determine compliance with this permit. 8. Other Information. When the operator becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the Notice of Intent or in any other report to the Director, he or she shall promptly submit such facts or information. 9.natory_Reguirements. All Notices of Intent (N0Is), reports, or information submitted to the Director or the operator of a regulated small, medium, or large municipal separate storm sewer system shall be signed and certified. A. All Notices of Intent shall be signed as follows: 1) For a corporation: by a responsible corporate officer. For purposes of this section, a responsible corporate officer means: a. A president, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision -making functions for the corporation; or b. The manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to ensure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. 2) For a partnership or sole ro rietorshi : by a general partner or the proprietor, respectively; 3) For a municipality, State. Federal or other public agency: By either a principal executive or ranking elected official. For purposes of this section, a principal executive officer of a Federal agency includes: a. The chief executive officer of the agency; or b. A senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency. B. All reports required by the permit and other information requested by the Director shall be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: 1) The authorization is made in writing by a person described above and submitted to the Director; 2) The authorization specifies either an individual or a person having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or a well field, superintendent, or position of equivalent responsibility, or position of equivalent responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and 3) Changes to authorization. If an authorization under this Part is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the above requirements must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative. Page 12 of Part II Permit No. ARRI 50000 10. Certification. Any person signing a document under this section shall make the following certification: "I certify under penalty of law that this document and all attachments such as Inspection Form were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Note: For this permit only, "this document" refers to the Stormwater Pollution Prevention Plan, "attachments" refers to the site map and inspection forms, and "system" is referencing the project site. 11. Penalties for Falsification of Reports. The Arkansas Water and Air Pollution Control Act provides that any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan or other document filed or required to be maintained under this permit shall be subject to civil penalties specified in Part H.B.3 of this permit and/or criminal penalties under the authority of the Arkansas Water and Air Pollution Control Act (Ark. Code Ann. 8-4-101 et seq.). 12. Penalties for Tampering. The Arkansas Water and Air Pollution Control act provides that any person who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under the Act shall be guilty of a misdemeanor and upon conviction thereof shall be subject to imprisonment for not more than one (1) year or a fine of not more than twenty five thousand dollars ($25,000) or by both such fine and imprisonment. 13. Oil and Hazardous Substance Liability. Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the operator from any responsibilities, liabilities, or penalties to which the operator is or may be subject under Section 311 of the Clean Water Act or Section 106 of CERCLA. 14. Property Ri hts. The issuance of this permit does not convey any property rights of any sort or any exclusive privileges, nor does it authorize any injury to private property, any invasion of personal rights, or any infringement of Federal, State, or local laws or regulations. 15. Severability. The provisions of this permit are severable. If any provisions of this permit or the application of any provision of this permit to any circumstance is held invalid, the application of such provisions to other circumstances and the remainder of this permit shall not be affected thereby. 16. Transfers. This permit is not transferable to any person except after notice to the Director. A transfer form must be submitted to the ADEQ as required by this permit. 17. Proper Operation and Maintenance. The operator shall at all times: A. Properly operate and maintain all systems of treatment and control (and related appurtenances) which are installed or used by the operator to achieve compliance with the conditions of this permit. This provision requires the operation of backup or auxiliary facilities or similar systems which are installed by an operator only when the operation is necessary to achieve compliance with the conditions of the permit. B. Provide an adequate operating staff which is duly qualified to carry out operation, inspection, maintenance, and testing functions required to ensure compliance with the conditions of this permit. 18. Inspection and Entry. The operator shall allow the Director, the EPA, or an authorized representative, or, in the case of a construction site which discharges to a municipal separate storm sewer, an authorized representative of the municipal operator of the separate sewer system receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: Page 13 of PartII Permit No. ARR150000 A. Enter upon the operator's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this permit; B. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit; C. Inspect at reasonable times any facilities or equipment, including monitoring and control equipment and practices or operations regulated or required by the permit; D. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the CWA, any substances or parameters at any location on the permitted property. 19. Permit Actions. This permit may be modified, revoked and reissued, or terminated for any cause including, but not limited to, the following; A. Violation of any terms or conditions of this permit; B. Obtaining this permit by misrepresentation or failure to fully disclose all relevant facts; C. A change in any conditions that requires either a temporary or permanent reduction or elimination of the authorized discharge; D. A determination that the permitted activity endangers human health or the environment and can only be regulated to acceptable levels by permit modification or termination; or E. Failure of the operator to comply with the provisions of ADEQ Regulation No. 9 (Fee Regulation). Failure to promptly remit all required fees shall be grounds for the Director to initiate action to terminate this permit under the provisions of 40 CFR 122.64 and 124.5(d), as adopted by reference in ADEQ Regulation No. 6, and the provisions of ADEQ Regulation No. 8. 20. Re -Opener Clause. A. If there is evidence indicating potential or realized impacts on water quality due to any stormwater discharge associated with industrial activity covered by this permit, the operator of such discharge may be required to obtain an individual permit or an alternative general permit in accordance with Part I.B.22 of this permit, or the permit may be modified to include different limitations and/or requirements. B. Permit modification or revocation will be conducted in accordance with the provisions of 40 CFR 122.62, 122.63, 122.64 and 124.5, as adopted by reference in ADEQ Regulation No. 6. 21. Local Requirements. All dischargers must comply with the lawful requirements of municipalities, counties, drainage districts, and other local agencies regarding any discharges of stormwater to storm drain systems or other water sources under their jurisdiction, including applicable requirements in municipal stormwater management programs developed to comply with the ADEQ permits. Dischargers must comply with local stormwater management requirements, policies, or guidelines including erosion and sediment control. 22. Applicable Federal, State Requirements. Permittees are responsible for compliance with all applicable terms and conditions of this permit. Receipt of this permit does not relieve any operator of the responsibility to comply with any other applicable federal, state or local statute, ordinance policy, or regulation. APPENDIX F MCE Standard Appendix List APPENDIX Contractor is responsible for adherence to all applicable Federal and State Laws and Regulations including, but not limited to, the following and any applicable amendments: Ark Act 291 of 1993 Trench and Excavation Safety Systems ******* Code of Federal Regulations Title 29 website: http: / /eefr.gpoaccess.gov/ ******* Arkansas State Licensing Law for Commercial Contractors website: www.arkansas.gov/clb 1 City of Fayetteville Staff Review Form City Council Agenda Items and Contracts, Leases or Agreements N/A - Mayor's Approval 3ai kJoIk City Council Meeting Date Agenda Items Only Shannon Jones Utility Division Utility Division Submitted By Division Department Action Kequirea: al of Change Order I with Seven Valleys Construction Co. in the amount of $51,280 for Hwy. 265 Water replacements - Joyce to Albright, Bid 12-58. $ 51,280.00 Cost of this request 5400.5600.5808.00 Account Number 08072.1102 Project Number Budgeted Item 9 1 PcxJ a Finance and Internal Services Director of $ 75,000.00 Category / Project Budget Funds Used to Date $ 75,000-O0 Remaining Balance Budget Adjustment Attached F Hwy. 265 North W/S relocations Program Category 1 Project Name Hwy. 265 North WIS relocations Program / Project Category Name W/S_Improvements Fund Name Sj Previous Ordinance or Resolution # 171-12 Date Original Contract Date: 8/21/2012 Original Contract Number: 2261 Date tit-zo-��L, Date Received in1C iiyl 9- 1 2 P0 1 : 2 8 CV D Clerk's Office Date Received in Mayor's Office Date Revised January15, 2009 '�ttt1e Llc V We ARKAISA5� To: Mayor Lioneld Jordan Thru: Fayetteville Water and Sewer Cc David Jurgens, Utilities Director Don Marr, Chief of Staff From: Shannon Jones, Utilities Date: December 17, 2012 CONTRACT REVIEWMEMO MAYOR'S APPROVAL THE CITY OF FAYETTEVILLE, ARKANSAS Subject: Approval of Change Order I with Seven Valleys Construction Co. in the amount of $51,280 for Hwy. 265 Water & Sewer replacements - Joyce to Albright, Bid 12-58. RECOMMENDATION Staff recommends approval of Change Order 1 with Seven Valleys Construction Co. in the amount of $51,280 for Hwy. 265 Water & Sewer replacements - Joyce to Albright, Bid 12-58. BACKGROUND This project consists of relocating water and sewer lines as a result of the combined Arkansas Highway Department (AHTD) and City widening of Phase II of Crossover Road (Hwy 265) between Joyce and Albright. Work includes relocating existing 6 -inch to 12 -inch diameter water and sewer lines to a location outside of the new highway right-of-way. Additionally, this work will complete a water line grid from Joyce Street to the Botanical Garden. DISCUSSION The AHTD revised a portion of their roadway design such that it conflicts with existing water lines that were previously going to remain in place. The Fayetteville Athletic Club has an existing fire protection water line that is in conflict with the AHTD's design. Also, we are extending the sewer line on the west side of Hwy 265 approximately 300 feet to provide sewer service to customers currently on septic systems. BUDGET IMPACT Funds are available within the project contingency. The AHTD will reimburse the City approximately $12,450 for the relocations. After reimbursement, approximately $23,720 will remain in contingency after the change order is approved. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 Seven Valleys CCMemo 12-17-2012.doc ya� ..vile Change Order No. 1 Page 1 of CONTRACT CHANGE ORDER ICi1 Contract # 2261 Schedule CityResolution # 171-12 Date 12/3/2012 City Project No.: 08072.1102 Project Name: Highway265 Water & Sewer Replacement, Phase 2 Location: Fayetteville. Arkansas Owner: City of Fayetteville Contractor: Seven Valle y's Construction Co., Inc. Address: 113 West Mountain Address: PO Box 88 Fayetteville, AR 72701 Cassville, MO 65625 1 HE FOLLOWING CHANGES ARE HEREBY AMENDED INTO THE CONTRACT PLANS AND SPECIFICATIONS: ITEM Il DESCRIPTION DECREASE INCREASE I Add Water and Sewer Facilities per Attached Breakdown $51,280 TOTAL DECREASE AMOUNT $0.00 TOTAL INCREASE AMOUNT $51,280.00 NET CHANGE ORDER $51,280.00 ENGINEERS FINAL CHANGE TO CONTRACT AMOUNT: TOTAL AMOUNT $1,368,379.00 ELIGIBLE AMOUNT $1,368,379.00 riginal Contract Amount Total Previous Change Order(s) 0.04 0.00 Net Amount This Change Order 1 280.0 $51,280.00 TOTAL CONTRACT AMOUNT TO DATE $1,419,659.00 $1,419,659.00 CHANGE TO CONTRACT COMPLETION DATE: Original Completion Time 180 Days. (March 11,_ 2013) Previous Adjusted Completion Time N/A (Increase)(Deerease) This Change Order 15 Days Calendar Days'. NEW CONTRACT C O MP E fI )N DATE: March 26, 2013 RECOMMENDED: MCCLELLAND CONSULTING ENGINEERS, INC. )LiEngineer Signature Title Date ACCEPTED: SEVEN VALLEY'S CONSTRUCTION CO. INC_ Contractor (� J ICC3 . _ BY: ignature Title Date APPROVED: TY OF FAY VILLE e- w er BY: l ure t1e Date u ATTACHMENT TO CHANGE ORDER #1 HIGHWAY 265, PHASE II AHTD Job 040518 MCE Job # FY112118 Water and Sewer System Change Order Work for Fire Line Connection at Fayetteville Athletic Club, Water Service Line Crossing at Sta. 157+20 and Sewer Line No. 5 A. Fire Line Connection at Fayetteville Athletic Club Sta. 161+38, 83' Lt Bid Item Estimated # Description Quantity Units Bid Price Extended 5 6 -Inch Ductile Iron Pipe 20 FT $55.00 $1,100.00 17 6" x 6" Tapping Sleeve & Valve 1 EA $2,200.00 $2,200.00 20 Abandon Existing Valve 1 EA $100.00 $100.00 21 Epoxy Lined Ductile Iron Fittings 167 LB $7.00 $1,169.00 45 Cut and Cap Existing 6 -Inch Main I EA $1,100.00 $1,100.00 76 Concrete Surface Restoration 7 SY $51.00 $357.00 79 Granular Fill 15 TON $16.00 $240.00 Estimated Total $6,266.00 Existing Facilities Begin Abandoned at Fayetteville Athletic Club Item Quantity Off Old R/W Quantity On Old R/W 6 -Inch Pipe 10 Ft - - - 6 -Inch Valve I Ea - - - B. Water Service Crossing at Sta. 157+20 to Existing Water Meter at 135 ft Rt Bid Item Estimated # Description Quantity Units Bid Price Extended 7 1 -Inch Polyethylene Service Tubing 215 FT $15.00 $3,225.00 28 Service Line Connection to Existing Meter I EA $200.00 $200.00 31 12 -Inch Saddle, 1 -Inch Tap I EA $200.00 $200.00 76 Concrete Surface Restoration 7 SY $51.00 $357.00 78 Curb and Gutter Restoration 10 LF $20.00 $200.00 79 Granular Fill 17 TON $16.00 $272.00 N/A 1 1/2 -Inch Bored Polyethylene Casing 100 FT $52.00 $5,200.00 N/A 1 1/2 -Inch Direct Bury Polyethylene Casing 74 FT $20.00 $L480.00 Estimated Total $11,134.00 Existing Facilities Being Abandoned at Water Service Crossing Item Quantity Off Old R/W QuantityOn Old R/W I -Inch Service Crossing 100 Ft 80 Ft Connect to Existing Meter Setting 1 Ea 0 Ea FY 112118 Change Order #1 Page 1 C. Sewer Line #5 Bid Item Estimated # Description Quantity Units Bid Price Extended 47 8 -Inch PVC Sewer Main 299 FT $30 $8,970 48 4 -Inch PVC Sewer Service 4 FT $25 $100 50 Sewer Trench, 6' - 10' Deep 299 FT $20 $5,980 52 4 Foot Diameter Standard Manhole 4 EA $2,400 $9,600 53 Extra Manhole Depth, Over 6' Deep 13 FT $150 $1,950 60 4 -Inch Manhole Tap for Sewer Service 1 EA $600 $600 64 Connect Sewer to Existing Manhole 3 EA $1,000 $3,000 74 Asphalt Surface Restoration 4.5 SY $100 $450 79 Granular Fill 30 TONS $16 $480 N/A Tree Removal 1 EA $1000 $1,000 N/A Rock Excavation 10 CY $175 $1,750 Estimated Total $33,880 Total Change Order Estimated Value Description A. Fire Line Connection at Fayetteville Athletic Club B. Water Service Crossing at Sta. 157+50 C. Sewer Line #5 Estimated Total $6,266.00 $11,134.00 $33,880.00 Change Order #1 Estimated Total $51,280.00 Original Contract Amount $1.358.3 79.00 Revised Contract Amount with Change Order #1 $1,419,659.00 Note: Items A and B are eligible for reimbursement from the Highway Department. Item C, Sewer Line #5, is a new line and is not eligible for reimbursement by AHTD. PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered -plural where applicable, CONTRACTOR (Name andAddress): Seven Valleys Construction Co., Inc. P.O. Box 88 Cassville, MO 65625 OWNER (Name and Address): City of Fayetteville, Arkansas 113 W. Mountain Street Fayetteville, AR 72701 SURETY (Nome, andAddress of Principal Place afBusiness): The Cincinnati Insurance Company P.O. Box 145496 Cincinnati, Ohio 45250-5496 CONTRACT Effective Date of Agreement: A7 u s 3-2), 2 G) Z- Amount. $1,368,379.00 Description (Name and Location): Fayetteville Crossover Road Water and Sewer Main Replacement Phase II IL • 0b Bond Number. B0368283 u 1 .2- !� Zoe Z Date (Not earlier than Effective Date of Agreement): Amount: $1,368,379.00 Modifications to this Bond Form: N/A Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. Seven Valleys Construction Co., Inc. Contractors Nair and Corporate Seal By: Sigma _&B37 l CAJk)Ec Print Name PIZ Title Attest: (\ ( ry Signature .SEC Title (Seal) SURETY The Cincinnati Insurance Company (Seal) Surety's N e and Corporate Seal By. IL, Signs {Attach Power f A ) Sylvia A. Young Print Name Attorney -In -Fact Title ^� Attest L(iC Signature Title Note: Provide execution by additional parties, such as joint venturers, f necessary. EJCDC O610 Per ormaace Bond Prepared by the Engineers 7ofit Contrail Documents Committee. Pagel of 3 �11��11111��11114�1�11111111111ff11�1�111f11�11114�111�111i1111111111 ! Doc ID: 014781460007 Type: LIE K1nd: PERFORMANCE BOND Recorded; 09/07/2012 at 0935:42 AM Fee Amt: $45.00 Paae I of 7 Washinaton County, AR Bette Stemos Circuit Clerk FileB031-00000418 Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1. 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself through its agents or through independent contractors; or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined, tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefor. 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner. 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for E.JCDC O610 performance Bond Prepared by the Engineers Joint Contract Doeumeats Committee. Pane2or3 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract; actual damages caused by delayed performance or non performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, administrators, or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts, purchase orders, and other obligations. 8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY — (Name, Address and Telephone) Surety Agency or Broker: BancorpSouth Insurance Services, Inc., 831$ Cantrell Road, Little Rocky AR 72227 (501) 664-7705 Owner's Representative (Engineer or other party): McClelland Consulting Engineers, Inc., P.O. Box 1229, Fayetteville, AR 72703 EJCDC C-610 Perrormsmea Bond Prepared by the Engineers Joint Contract Documents Committee Page 3of3 PAYMENT BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): Seven Valleys Construction Co., Inc. P.O. Box 88 Cassville, MO 65625 OWNER (Name andAddress): City of Fayetteville, Arkansas 113 W. Mountain Street, , Fayetteville, Arkansas CONTRACT Effective Date of Agreement: a s 2), �4 Amount: $1,368,379.00 Description (Name and Location): Fayetteville Crossover Road Water and Sewer Main Replacement Phase II BOND Bond Number: B0368283 Z } } .Z" j 2 Date (Not earlier than Effective Date of S l Agreement): Amount: 51,368,379.00 Modifications to this Bond Form: N/A SURETY (Name, and Address of Principal Place of Business): The Cincinnati Insurance Company P.O. Box 145496 72701 Cincinnati, Ohio 45250-5496 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL Seven Valleys Construction Co.. Inc. Contractor's N e and Corporate Seal By: I By: Signature 13x7 a)aES� Print Name t3. Title Attest: r. c\tres Signature Sec., Title SURETY (Seal) The Cincinnati Insurance Company (Seal) Surety's Name and Corporate Seal W4i- t'A,4\ Signa e (Attach Po of A ey) Sylvia A. Young Print Name Attorney -In -Fact Title Attest: Signature Title Note: Provide execution by additional parties, such as joint venturers, ([necessary. {MW00I504;1} EJCDC C -615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Docamena Committee. Page I of 3 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance. 6. Reserved. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. (Mw001504;1) EJCDC C -15(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 3 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts, purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first -tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY — (Name, Address, and Telephone) Surety Agency or Broker: BancorpSouth Insurance Services, Inc., 8315 Cantrell Road, Little Rock, AR 72227 (501) 664-7705 Owner's Representative (Engineer or other): McClelland Consulting Engineers. Inc.. P.O. Box 1229. Favetteville. AR (MW001504;11 EJCDC C -615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws of the State of Ohio, and having its principal office in the City of Fairfield, Ohio, does hereby constitute and appoint Michael Halter; Kevin Bruick; Rolfe Kennedy; Sylvia A: Young; Carolyn Hunter; Sherese D. Escovedo; Randy Irvin; Ken Estes and/or Alfred Williams - of Little Rock, Arkansas its true and lawful Attorney(s)-in-Fact to sign, execute, seal and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows: Any such obligations in the United States, up to Ten Million and No/100 Dollars ($10,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company at a meeting held in the principal office of the Company, a quorum being present and voting, on the 6a' day of December, 1958, which resolution is still in effect: "RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys -in - Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney -in -Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys -in - Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 7'b day of December, 1973. "RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." , IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President this I01h' day of October, 2008. THE CrlIcINtMU INSURANCE COMPANY aH�o Vice Presided STATE OF OHIO ) ss: COUNTY OF BUTLER ) On this 10'" day of October, 2008, before me came the above -named Vice President of THE CINCINNATI INSURANCE COMPANY, to me personally known to be the officer described herein, and acknowledged that the seal affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrument by the authority and direction of said corporation. �,�to PRl AL 872- 1. 4L MARK J. H LLER, Attorney at Law NOTARY PUBLIC - STATE OF OHIO My commission has no expiration date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in full force and effect. GIVEN under my hand and seal of said Company at Fairfield, Ohio. this day of t. i; SEAL CMta BN-1005 (10/08) SEVEVAL-01 CABR 2R L CERTIFICATE OF LIABILITY INSURANCE I91512p12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER (501) 664-7705 BancorpSouth Insurance Services, inc P.O. Box 251510 Little Rock, AR 72225 NAMET Kevin Brulck "N th5016647705 A! No); 501-614-1425 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A. Bituminous Casualty Corp. 20095 INSURED City of Fayetteville, Arkansas 113 W. Mountain Street Fayetteville, AR 72701- INSURER B : INSURERC: INSURER 0: INSURER E: INSURER F : r`-nVFRAC.F..R CFRT1FICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INTER TYPE OF INSURANCE ADOL POLICY NUMBER MMIO POUCY EFF MWO POUCY P LIMITS A GENERAL LIABILnY X COMMERCIAL GENERAL UABIUTY CLAIMS -MADE OCCUR X OCP3575921 8131i"1012 '11812014 EACH OCCURRENCE $ 1.000,001 GAMAGETO RENTED PREMISES(Es oaairrenca $ MED EXP {Any one person) f PERSONAL & ADV INJURY S GENERAL AGGREGATE f 2,000,001 GENL AGGREGATE LIMIT APPLIES PER: POLICY PRA LOG PRODUCTS - COMP/OP AGG $ S AUTOMOBILE LIAB1tJTY ANY AUTO ALL OWNED rSCHEDULED AUTOS 1 I AUTOS HIRED AUTOS AUTOS NON -OWNED COMBINED SING LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per acident) S PROPERTY GAMAGE Peradaderd) f UMBRELLA LIAR EXCESS LUIS OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE $ DED RETENTIONS S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRiETORIPARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? in NH) I1es describe tZer DESCRIPTION OF OPERATIONS below NIA WC STATU 0TH - E.L. EACH ACCIDENT $ E.L. SEASE - EA EMPLOYE DISEASE S E.L DISEASE - POUCY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 191. Additional Ranrarks Schedule, IT more apace Is requited) Project: Fayetteville Crossover Road Water and Sewer Main Replacement - Phase II CERTIFICATE HOLDER CANCELLATION McClelland Consulting Engineers, Inc. 1810 N College Ave. Fayetteville, AR 72703 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name andAddress): Seven Valleys Construction Co., Inc. P.O. Box 88 Cassville, MO 65625 OWNER (Name and Address): City of Fayetteville, Arkansas 113 W. Mountain Street Fayetteville, AR 72701 SURETY (Name, andAddress of Principal Place of Business): The Cincinnati Insurance Company P.O. Box 145496 Cincinnati, Ohio 45250-5496 CONTRACT Effective Date of Agreement: « St 2-1, 2t)) 2 Amount: $1,368,379.00 Description (Name and Location): Fayetteville Crossover Road Water and Sewer Main Replacement Phase II BOND Bond Number. B0368283 d Date (Not earlier than Effective Date of /9� K s 1, 2 1 Z_ Agreement): Amount: $1,368,379.00 Modifications to this Bond Form: N/A Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL Seven Valleys Construction Co., Inc. (Seal) Contractor's Nam and Corporate Seal By: `L Signature_ Print Name Title Attest: Signature Title CYi1,7OTI�� The Cincinnati Insurance Company Surety's Name and Corporate Seal By: Signature (Attach Power. Atto i y) 1 � Sylvia A. oung Print Name Attorney -In -Fact Title Attest; Signature Title Note: Provide execution by additional parties, such as joint venturers, inecessary. EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Docarneats Committee. Page 1013 (Seal) 1111LI1ll1I Ili {1111 Illl IIIH llll 1111{III{II III{ IllhIIIH1II Illll IIll Doc ID: 01478146O007 Type: LIE Kind: PERFORMANCE BOND Recorded: 09/07/2012 at 09:35:42 Fee Amt: $45.00 Paoe I of 7 Washington County. AR Bette 5tamos Circuit Clerk Fi1eBO31-0000041 Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1. 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself; through its agents or through independent contractors; or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined, tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefor_ 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner. 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for: EJCDC C-610 Performance Bond Prepared by the Engloeera Joint ContraetDocumenta Committee. Page 2 of 3 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. 6. Surety shall not be liable to • Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, administrators, or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts, purchase orders, and other obligations. 8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been furnished to comply with a statutory tequirernent in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11-3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms thereof FOR INFORMATION ONLY — (Name, Address and Telephone) Surety Agency or Broker: BancorpSouth Insurance Services, Inc., 8315 Cantrell Road, Little Rock, AR 72227 (501) 664-7705 Owner's Representative (Engineer or other par : ,McClelland Consulting Engineers, Inc., P.O. Box 1229, Fayetteville, AR 72703 EJCDC C -6I0 PerformnDce Bond Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 PAYMENT BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): Seven Valleys Construction Co., Inc. P.O. Box 88 Cassville, MO 65625 OWNER (Name and Address): City of Fayetteville, Arkansas 113 W. Mountain Street, , Fayetteville, Arkansas CONTRACT Effective Date of Agreement: /7 „, 5 f Z 3 2 c'J Z Amount: $1,368,379.00 Description (Name and Location): Fayetteville Crossover Road Water and Sewer Main Replacement Phase 11 BOND Bond Number: B0368283 Date (Not earlier than Effective Date of �,.y is s f Z 1, 2'-) Agreement): Amount: $1,368,379.00 Modifications to this Bond Form: N/A SURETY (Name, and Address of Principal Place of Business): The Cincinnati Insurance Company P.O. Box 145496 Cincinnati, Ohio 45250-5496 72701 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL Seven Vallevs Construction Co.. Inc. Contractor's 3 J me nd Corporate Seal By: V >�------� By: Signature __& B d' . Ek) �.I r S Print Name SURETY (Seal) The Cincinnati Insurance Company (Seal) Surety's Name and Corporate Seal Sighatu e (Attach Power t3f Attorne ) Sylvia A. Youna Print Name 1'Es. s . Attorney -In -Fact Title Title ' Attest: l� 'c- � u\ � �r�5 Attest: I7 � ( � ,t Signature Signature Sic Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. {MW001504;11 EJCDC C -615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 1 or3 I. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the -labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance. 6. Reserved. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. {Mw00t504;1) EJCDC C -615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 2 of 3 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts, purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond_ 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first -tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY — (Name, Address, and Telephone) Surety Agency or Broker: BancorpSouth Insurance Services, Inc., 8315 Cantrell Road, Little Rock, AR 72227 {501) 664-7705 Owner's Representative (Engineer or other): McClelland Consultine Engineers. Inc.. P.O. Box 1229. l�avetieville. AR (MW001504;1} EJCDC C -.615(A) Payment Bond March 2008 Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOWALL MEN BY THESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws o the State of Ohio, and having its principal office in the City of Fairfield, Ohio, does hereby constitute and appoint Michael Halter; Kevin Bruick; Rolfe Kennedy; Sylvia A. Young; Carolyn Hunter; Sherese D. Escovedo; Randy Irvin; Ken Estes and/or Alfred Williams of Little Rock, Arkansas its true and lawful Attorney(s)-in-Fact to sign, execute, sea and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows: Any such obligations in the United States, up to Ten Million and No/100 Dollars ($10,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Compan; at a meeting held in the principal office of the Company, a quorum being present and voting, on the 6m day of December, 1958, whicl resolution is still in effect: "RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys -in - Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney -in -Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys -in - Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by thi Board of Directors of the Company at a meeting duly called and held on the 7'b day of December, 1973. "RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President this 10i' day of October, 2008. •'" `�'��' THE CI T1 INSURANCE COMPANY J�c4eroiurE g a SEAL Vice Presider STATE OF OHIO ) ss: COUNTY OF BUTLER ) On this 10'" day of October, 2008, before me came the above -named Vice President of THE CINCINNATI INSURANCI COMPANY, to me personally known to be the officer described herein, and acknowledged that the seal affixed to the preceding instrument i the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrumen by the authority and direction of said corporation. Al. S qtr, MARK J. H LLER, Attorney at Law �1 a? NOTARY PUBLIC - STATE OF OHIO My commission has no expiration ♦��/T� �f �� date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the abov is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power o Attorney is still in full force and effect. GIVEN under my hand and seal of said Company at Fairfield, Ohio. this day of e*y• ia,a.�� ,yLZivv"�� y o' cupopmE o Secretary e: SEAL. s Onto BN-1005 (10/08) 1J15. 111 -I2 SEVEVAL-01 CABR DAT91512 DIYYYY► A`R t' CERTIFICATE OF LIABILITY INSURANCE j9/5/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER (501) 664-7705 BancorpSouth Insurance Services, Inc P.O. Box 25161 D Little Rock, AR 72226 NOMCONTACT : Kevin Bruick PANI No E:R:501-664-TT05 i Fa1°%C No:501-614-1425 I ADDRESS: INSURER(S) AFFORDING COVERAGE NAIL INSURER A:Bituniinous Casualty Corp. 120095 INSURED Seven Valleys Construction Co., Inc. P.O. Box 88 Cassville, MO 65625 INSURERS: INSURER C: INSURER 0; INSURERE; INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BAY PAID CLAIMS. yy L SRI TYPE OF INSURANCE A 0t 18R POLICY NUMBER I AMMDrYYYY 1 MPMIID YEXP LIMITS GENERAL LIABILITY EACH OCCURRENCE 5 1,000,000 A X COMMERCIAL GENERAL L�IABILITY CLAIMS -MADE OCCUR X X CLP3669582 411812012 4118/2013 PREMISES0Ea occunrrca f 100,000 MED EXP (Any one person) 5 5,000 PERSONAL s ADV INJURY ( S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMPIOP AGO 5 2,000,000 POLICY X Jr TI LOG AUTOMOBILE LIABILITY i COMBINED SiNGLE LIMIT Ea accFdenl S 1,000,000 A X ANY AUTO X X CAP3569569 4/18/2012 411812013 BODILY INJURY (Per person) S ALL OWNED SCHEDULED AUTOS AUTOS X HIRED AUTOS X ANOTO-0WNED 1i001LY INJURY (Per accident! S PRoPTR f AMAGE ParaCtidnnl] s � S x UMBRELLA LIAR X OCCUR ` EACH OCCURRENCE I S 2,000,000 A EXCESSLIAB CLAIMS -MADE X X if(CUP259O726 4118/2012 411812013 AGGREGATE G 55� 2,000,00( DED X RETENTIONS 10' 0001 Is ! A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y! N ANY PROPRIETORIPARTNER/FXECUTNE OFFICERAAEMBER EXCLUDED? ❑ (Mandatory In NHI If yes describe under DESG�RIPTION OF OPERATIONS below N I A X IWC35581 I 411812012 4118/2013 E X I WCSTATL- J �OTH•� t t _LlA7LS.L_ER EL EACH ACCIDENT f S 1,000,00( EL DISEASE - EA EMPLOYE $ 1,000,00( EL. DISEASE -POLICY LIMIT S 1,000,00( A Installation/Builders Risk CLP3569582 { 4118/2012 ( 4118/2013 IDed $1000 1,368,371 DESCRIPTION OF OPERATIONS f LOCATIONS! VEHICLES (Attach ACORD 1D1, Additional Remarks Schedule, It more apace is required) Project: Fayetteville Crossover Road Water and Sewer Main Replacement - Phase II CERTIFICATE HOLDER CANCELLATION McClelland Consulting Engineers, Inc. 1810 N College Ave. Fayetteville, AR 72703 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights res ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD `� SEVEVAL-01 CABR ACOR0' CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDfYYYY) 9/5/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms end conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (501) 664-7705 BancorpSouth Insurance Services, Inc P.O. Box 251510 Little Rock, AR 72225 cNTACT ME: Kevin Bruick 11 "x en:5D1-664.77D5 1 IAJC,NO) :501-614-1425 .MA ADDRESS: INSURERIS AFFORDING COVERAGE NAIC e INSURER A: Bituminous Casualty Corp. 20095 INSURED Seven Valleys Construction Co., Inc. P.O. Box 88 Cassville, MO 65625 INSURER B: INsuRER c : INSURERD: INSURERE: . INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE 'NS mRRJt 8 POLICY NUMBER MM1OOIY MMIO Y EXP uMrrs A GENERAL UABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE [] OCCUR X X '`CLP3569582 4118/2012 4/1812013 EACH OCCURRENCE i S 1,009,00 REMISES Ea occwrence $ 100,00 MED EXP (Any one person) S 5,00 PERSONAL & ADV INJURY S 1,000,00 -I GENERAL AGGREGATE S 2,000,00 GEN L AGGREGATE LIMIT APPLIES PER: Ti POLICY I Jl I P� I t LOG PRODUCTS - COMPIOP AGO S 2,000,00 S AUTOMOBILE UABIUTY X ANY AUTO ALL OWNED SCHEDULED UTOS AUTOS NOON -OWNED X HIRED AUTOS X AUTOS I X I (tttrI E X CAP3569569 4118/2012 !!I Il l (CEOOMB INED EOnt IN UM •A 4/1812013 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per s 1,000,00 s 15 s A X UMBRELLA L!AS EXCESS UAB X I OCCUR CLAIMS -MADE X X CUP2590726 4118/2012 4118/2013 EACH OCCURRENCE S 2,000,000 AGGREGATE s 2,000,000 CEO IIENTiOHS 10 000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y❑ OFFICERD IMEMBER EXCLUDE (Mandatory In NH) 1 yea. desalbe under DESCRIPTION OF OPERATIONS below N!A X I ( i C3$69581 4/18/2012 4/1812013 f {{ j �( W LlATIS 40TH-1 _ER_ E.t EACH ACCIDENT $ 1,000,000 ILL DISEASE - EA EMPLOYEE 5 1,000,000 E.L DISEASE - POLICY LIMIT ( S 1,000,000 A lnstallationlBullders Risk ! CLP3569682 4/18/2012 4!1812013 Ded $1000 1,368,379 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORO 501, Additional Remarks Schedule, n more apace is required) Project: Fayetteville Crossover Road Water and Sewer Main Replacement - Phase II CERTIFICATE HOLDER City of Fayetteville 113 West Mountain Fayetteville, AR 72701 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRAI1ON DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD SEVEVAL-01 CABR ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE (MMIOOff" 9/5/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . PRODUCER (501) 664-7705 BancorpSouth Insurance Services, Inc P.O. Box 251510 Little Rock, AR 72225 NAME: Kevin Bruick PHONE o n :50i -664-7705 a No : 501-614-1425 E-MAIL ADDRESS: INSUR 5 AFFORDING COVERAGE NAIL S INSURER A:Bituminous Casualty Corp. 20095 INSURED City of Fayetteville, Arkansas 113 W. Mountain Street Fayetteville, AR 72701- INSURER a: INSURER C: INSURER O: INSURER B: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BYY P[OUAID CLAIMS, ILTR TYPE OF INSURANCE D I POLICY NUMBER MMIODm I MMID XP LIMITS A GENERAL UABILITY X COMMERCIAL GENERAL UABIUTY CtAIMS.MADE OCCUR X OCP3575921 8131/2012 4/1812014 EACH OCCURRENCE I S 1,000,000 OXMAGE'TO a occu PREMISES (Ea ecrroneel I S MED EXP (Any one person) S PERSONAL B ADV INJURY S 2] GENERAL AGGREGATE 1 $ 2,000,000 ___________________________ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n P - I jI LOC PRODUCTS-COMP!OP AGG I S s AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIREDAUTOSIT AS ON -OWNED COMBINED SINGLE LIMIT ECCidOnI) S BODILY INJURY (Per person) I $ BODILY INJURYAUTO(Per accident) PPRR Rd1 nDAMA S I s Is UMBRELLA EXCESSLIAB OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE S RETENTION S S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORWARTNER/ECUTIVE F_X OFFICER!MEMBER EXCLUDED? (Mandatory In NH) desc,lbo under DESCRIPTION ON OF OPERATIONS bete. I N! A' I I` MD - 0TH - l I WORY STAID- 1 S 1 11 EL, EACH ACCIDENT I $ E.L DISEASE - EA EMPLOYEE 5 EL DISEASE - POLICY LIMIT S I- Hi I__________ DESCRIPTION OF OPERATIONS! LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace Ia required) Project: Fayetteville Crossover Road Water and Sewer Main Replacement - Phase II CERTIFICATE McClelland Consulting Engineers, Inc. 1810 N College Ave. Fayetteville, AR 72703 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O1988-2010 ACORD CORPORA ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD All rights reserved. Shannon Jones Submitted By City of Fayetteville Staff Review Form City Council Agenda Items and Contracts, Leases or Agreements N/A - Mayor's Approval City Council Meeting Date Agenda Items Only C\iUkLe off' bMnkc*tcr\ Utility Division Utility Division Division Department Action rcequerea: Approval of Change Order 2 with Seven Valleys Construction Co. for a deduction of $117,048.52 for the completion of Hwy. 265 Water & Sewer replacements - Joyce to Albright, Bid 12-58. $ (117,048.52) Cost of this request 5400.5600.5808.00 Account Number 08072.1102 Project Number Budgeted Item IX $ 75,000.00 Category 1 Project Budget $ 51,280.00 Funds Used to Date $ 23,720.00 Remaining Balance Budget Adjustment Attached Hwy. 265 North WIS relocations Program Category I Project Name Hwy. 265 North WIS relocations Program I Project Category Name WIS Improvements Fund Name 1-9 01 Previous Ordinance or Resolution # 171-12 Date Original Contract Date: 8/21/2012 7 � oS. Original Contract Number: 2261 Date L _ Ib 2.6t3 Finance and Internal Services Director Date Received in City 1 0-1 - i 3 P : 54 R C . C Clerk's Office Date Received in Mayors Office Date Revised January 15, 2009 'ft l PV e ayl7e.11. A To: Thru: From: Date: Mayor Lioneld Jordan Fayetteville Water and Sewer C9Enittee David Jurgens, Utilities Directo Don Marr, Chief of Staff Shannon Jones, Utilities Engineer, October 17, 2013 CONTRACT REVIEWMEMO MAYOR'S APPROVAL THE CITY OF FAYETTEVILLE, ARKANSAS Subject: Approval of Change Order 2 with Seven Valleys Construction Co. for a deduction of $117,048.52 for the completion of Hwy. 265 Water & Sewer replacements - Joyce to Albright, Bid 12-58. RECOMMENDATION Staff recommends approval of Change Order 2 with Seven Valleys Construction Co. for a deduction of $117,048.52 for the completion of Hwy. 265 Water & Sewer replacements - Joyce to Albright, Bid 12-58. BACKGROUND This project consisted of relocating water and sewer lines as a result of the combined Arkansas Highway Department (AHTD) and City widening of Phase II of Crossover Road (Hwy 265) between Joyce and Albright. Work included relocating existing 6 -inch to 12 -inch diameter water and sewer lines to a location outside of the new highway right-of-way. Additionally, the work completed a water line grid from Joyce Street to the Botanical Garden. DISCUSSION This change order reconciles all project quantities as installed. The project was completed for $1,302,610.48 which was $65,768.52 (4.81%) below the original bid of $1,368,379.00. The Arkansas Highway and Transportation Department will reimburse the City of Fayetteville $991,630 (76.13%) of the final construction cost. The City of Fayetteville obligation of the final construction cost is $310,980.40 (23.87%). BUDGET IMPACT This change order is deductive, and therefore does not negatively impact the project budget. Telecommunications Device for the Deaf TDD (479) 521-1316 113 West Mountain - Fayetteville, AR 72701 Seven Valleys CO2 Memo 10-17-2013.doc ay"e�vgle Change Order No. 2 Page 1 of I CONTRACT CHANGE ORDER City Contract # 2261 Schedule CityResolution # 171-12 Date 9/16/2013 City Project No.: 08072.1102 Project Name: Highway 265 Water & Sewer Replacement, Phase 2 Location: Fayetteville, Arkansas Owner: City of Fayetteville Contractor: Seven Valleys Construction Co., Inc. Address: 113 West Mountain Address: PO Box 88 Fayetteville, AR 72701 Cassville, MO 65625 THE FOLLOWING CHANGES ARE HEREBY AMENDED INTO THE CONTRACT PLANS AND SPECIFICATIONS: ITEM # DESCRIPTION DECREASE INCREASE I Reconcile Final Construction Quantities and Costs per the $117,049 Attached Table TOTAL DECREASE AMOUNT $117,048.52 $0.00 TOTAL INCREASE AMOUNT NET CHANGE ORDER $117,048.52 ENGINEERS FINAL CHANGE TO CONTRACT AMOUNT: TOTAL AMOUNT $k368.379.00 ELIGIBLE AMOUNT $1,368,379.00 Original Contract Amount Total Previous Change Order(s) $51,280.00 $5L280.00 Net Amount This Change Order -$117,048.52 -$117,048.52 TOTAL CONTRACT AMOUNT TO DATE $1,302,610.48 $1.302.610.48 CHANGE TO CONTRACT COMPLETION DATE: Original Completion Time 180 Days (March 11, 2013) __.... ,....... Previous Adjusted Completion Time 15 Days (Increase)(Decreace) This Change Order N/A Calendar Days NEW CONTRACT COMPLETION DATE: March 26, 2013 RECOMMENDED: MCCLELLAND CONSULTING ENGINEERS, INC. Engineer BY: Signature Title Date ACCEPTED: SEVEN VALLEY'S CONSTRUCTION CO, INC. Contractor BY: Signature Title Date APPROVED: CITY OF F YETTEVILLE w er BY: ature Title U Cost Breakdown for Change Order #2 Highway 265 Water & Sewer Replacement, Phase 2 Item Description Unit Unit Cost Contract Estimated Quantity Contract Actual Quantity Ad'ust +1- Adjusted Contract Amount 1 Act 291, 1993 Trench and Excavation Safety System LS $65,000.00 1 1.00 0.00 $ - 2 12 -Inch PVC, C-900, Class 200, DR 14 Water Main LF $60.00 2,989 2974.00 -15.00 $ (900.00) 3 12 -Inch PVC Restraind Joint PVC, C-900 DR -14 Water Main LF $80.00 465 480.00 15.00 $ 1,200.00 Installed by Horizontal Direction Drilling 4 8 -Inch PVC, C-900, DR -14 Water Main LF $45.00 1,82I 1781.50 -39.50 $ (1,777.50) 5 6 -Inch Ductile Iron Pipe, Class 350 Fire Hydrant Stubs with LF $55-00 80 0.00 -80-O0 $ (4,400.00) Double Polywrap 6 2 -Inch Polyethylene Service Tubing LF $20.00 50 26.00 -24.00 $ (480.00) 7 1 -Inch Polyethylene Service Tubing LF $15.00 475 246.50 -228.50 $ (3,427.50) 8 12 -Inch Class 250B Butterfly Valve with Box EA $3,200.00 13 13.00 0.00 $ - 9 8 -Inch Gate Valve with Box EA $1,600.00 6 6.00 0.00 $ - 10 6 -Inch Gate Valve with Box EA $900.00 13 13.00 0.00 $ - 11 2 -Inch Gate Valve with Box EA $500.00 2 2.00 0.00 $ - 12 Three Way Fire Hydrant EA $3,400.00 13 13.00 0.00 $ - 13 Remove Existing Fire Hydrant EA $600.00 8 8.00 0.00 $ - 14 12" x 12" Tapping Sleeve, 12 -Inch Tapping Valve with Box EA $7,000.00 2 2.00 0.00 $ - 15 12" x 6" Tapping Sleeve, 6 Inch Taping Valve w/Box EA $2,600.00 1 1.00 0.00 $ - 16 8" x 8" Tapping Sleeve, 8 -Inch Tapping Valve with Box EA $2,800.00 8 8.00 0.00 $ - 17 6" x 6" Tapping Sleeve, 6 -Inch Tapping Valve with Box EA $2,200.00 1 0.00 -1.00 $ (2,200.00) 18 12 -Inch x 12 -Inch Connection EA $800.00 1 1.00 0.00 $ - 19 8 -Inch x 8 -Inch Connection EA $400.00 1 1.00 0.00 $ - 20 Abandon Existing Valve EA $100.00 20 20.00 0.00 $ - 21 Epoxy Coated Ductile Iron Water Main Fittings LBS $7.00 5,700 5553.00 -147.00 $ (1,029.00) 22 Single Meter Setting, Complete, Including Pressure Reducer EA $600.00 4 4.00 0.00 $ - and Plumber Connection 23 Dual Meter Setting, Complete, Including Pressure Reducer and EA $750.00 1 1.00 0.00 $ - Plumber Connection to Existing Building 24 Dual Meter Setting in Pavement Area, Complete, Including EA $1,000.00 5 5.00 0.00 $ - Plumber Connection to Existing Building 25 1 -Inch Meter Setting, Complete, Including Plumber EA $750.00 5 5.00 0.00 $ - Connection to Existing Building 26 I -Inch High Pressure Meter Setter, Complete, Including EA $1,100.00 1 2.00 1.00 $ 1,100.00 Pressure Reducer and Plumber Connection 27 Relocate Existing Backflow Preventer EA $400.00 1 1.00 0.00 $ - 28 Service Line Connection to Existing Meter Setter EA $200.00 4 4.00 0.00 $ - 29 1" Valve in Meter Box at Water Meter Setting Outlet EA $300.00 1 1.00 0.00 $ - 30 Remove Existing Meter Setting EA $200.00 16 16.00 0.00 $ - 31 12 -Inch Saddle, 1 -Inch Corporation Stop and Tap EA $200.00 12 13.00 1.00 $ 200.00 32 12 -Inch Saddle, 2 -Inch Corporation Stop and Tap EA $500.00 1 1.00 0.00 $ - 33 8 -Inch Saddle, I -Inch Corporation Stop and Tap EA $175.00 4 4.00 0.00 $ - 34 8 -Inch Saddle, 2 -Inch Corporation Stop and Tap EA $350.00 1 1.00 0.00 $ - 35 24 -Inch Bored Steel Casing LF $300.00 363 363.00 0.00 $ - 36 24 -Inch Direct Bury Steel Casing LF $190.00 138 138.00 0.00 $ - 37 16 -Inch Bored Steel Casing LF $200.00 455 455.00 0.00 $ - 38 16 -Inch Direct Bury Steel Casing LF $150.00 115 110.00 -5.00 $ (750.00) 39 8 -Inch Direct Bury Steel Casing LF $140.00 66 32.00 -34.00 $ (4,760.00) 40 Short Bore Under Trees, for 6 -Inch and 8 -Inch Main, No LF $120.00 80 0.00 -80.00 $ (9,600.00) Casing Cost Breakdown for Change Order #2 Highway 265 Water & Sewer Replacement, Phase 2 Contract Contract Adjusted Estimated Actual Contract Item Description Unit Unit Cost Quantity Quantity Adjust +1- Amount 41 Short Bore or Punch Under Trees, for 2 -Inch and 1 -Inch Main, LF $50.00 80 0.00 -80.00 $ (4,000.00) No Casing 42 Protective Fencing for Trees EA $500.00 6 0.00 -6.00 $ (3,000.00) 43 Cut and Cap Existing 12 -Inch Main EA $1,200.00 4 4.00 0.00 $ - 44 Cut and Cap Existing 8 -Inch Main EA $1,100.00 6 6.00 0.00 $ - 45 Cut and Cap Existing 6 -Inch Main EA $1,100.00 2 1.00 -1.00 $ (1,100.00) 46 10 -Inch Epoxy Lined Ductile Iron Sewer Main, Class 350 with LF $84.00 460 454.00 -6.00 $ (504.00) Polywrap 47 8 -Inch PVC Sewer Main, SDR-26 LF $30.00 1,084 1084.00 0.00 $ - 48 4 -Inch PVC Sewer Service, SDR 40, Including Trenching and LF $25.00 265 369.50 104.50 $ 2,612.50 Backfilling 49 Sewer Main Trenching and Backfilling, 0-6 Feet Deep LF $4.00 707 701.00 -6.00 $ (24.00) 50 Sewer Main Trenching and Backfilling, 6-10 Feet Deep LF $20.00 717 717.00 0.00 $ - 51 Sewer Main Trenching and Backfilling, 10-14 Feet Deep LF $100.00 40 40.00 0.00 $ - 52 4 Foot Diameter Standard Manhole, 0 Feet to 6 Feet Deep EA $2,400.00 10 10.00 0.00 $ - 53 Extra Manhole Depth, Over 6 Feet Deep LF $150.00 13 12.00 -1.00 $ (150.00) 54 Remove Existing Manhole EA $1,000.00 3 3.00 0.00 $ - 55 Abandon Exsitng Manhole EA $800.00 3 3.00 0.00 $ - 56 Watertight Hinged Cover on Manhole EA $400.00 2 2.00 0.00 $ - 57 Sewer Service Wye on 8 -Inch PVC, 8" SDR-26 x 4" SCH 40 EA $300.00 4 4.00 0.00 $ - 58 10" x 4"Sewer Service Tap on Existing 10" VCP Sewer EA $500.00 1 1.00 0.00 $ - 59 Cut and Cap Existing 10" x 4" Sewer Service Tap EA $500.00 1 1.00 0.00 $ - 60 4 -Inch Manhole Tap for Sewer Service EA $600.00 1 0.00 -1.00 $ (600.00) 61 TV Inspection of Existing Sewer to be Abandoned and/or LF $8.30 1,560 1560.00 0.00 $ - Replaced 62 Sewer Service Cleanout EA $250.00 6 6.00 0.00 $ - 63 Plug Existing Sewer at Manhole Wall EA $200.00 3 3.00 0.00 $ - 64 Connect 10" or 8" Sewer to Exsting Manhole, Core Drill EA $1,000.00 3 3.00 0.00 $ - Manhole Wall 65 Clay or Concrete Dam on Gravity Sewer EA $500.00 9 9.00 0.00 $ - 66 6 -Inch PVC, C-900, DR -14 Sewage Force Main LF $32.00 I,174 1129.50 -44.50 $ (1,424.00) 67 Connect 6 -Inch Force Main to Existing Force Main EA $400.00 3 3.00 0.00 $ - 68 Connect 6 -Inch Force Main to 8 -Inch Sewer Stubout at EA $400.00 1 1.00 0.00 $ - Existing Manhole 69 6 -Inch Epoxy Lined Ductile Iron Fittings LB $10.00 600 626.00 26.00 $ 260.00 70 Force Main Trace Wire Access Ports EA $80.00 13 13.00 0.00 $ - 71 Abandon Existing Force Main Trace Wire Access Ports EA $25.00 4 4.00 0.00 $ - 72 Two -Inch Combination AirNaccum Valve and Vault on Force EA $8,000.00 1 1.00 0.00 $ - Main 73 Remove Existing Force Main Air Valve Vault EA $500.00 1 1.00 0.00 $ - 74 Asphalt Surface Restoration SY $100.00 1,040 430.70 -609.30 $ (60,930.00) 75 Asphalt Highway Restoration SY $110.00 20 40.82 20.82 $ 2,290.20 76 Concrete Surface Restoration SY $51.00 1,000 987.83 -12.17 $ (620.67) 77 Concrete Sidewalk Restoration SY $45.00 330 313.97 -16.03 $ (721.35) 78 Curb and Gutter Restoration LF $20.00 360 142.00 -218.00 $ (4,360.00) 79 Granular Fill TON $16.00 1,800 1068.55 -731.45 $ (11,703.20) 80 Trench Stabilization Material TON $20.00 120 0.00 -120.00 $ (2,400.00) 81 Erosion Control LS $15,000.00 1 1.00 0.00 $ - Cost Breakdown for Change Order #2 Highway 265 Water & Sewer Replacement, Phase 2 Contract Contract Adjusted Estimated Actual Contract Item Description Unit Unit Cost Quantity Quantity Adjust +1- Amount 82 Sod Restoration on Lawns SY $6.00 7,500 7600.00 100.00 $ 600.00 83 Audio/Video Tape Recordings LS $5,000.00 1 1.00 0.00 $ - 84 Site Photographs LS $4,000.00 1 1.00 0.00 $ - Change Order #1-A Fire Line Connection at FAC, Sta. 161+38 38' Lt 5 6 -Inch Ductile Iron Pipe FT $55.00 20 11.00 -9.00 $ (495.00) 17 6x6 Tapping Sleeve & Valve EA $2,200.00 1 1.00 0.00 $ - 20 Abandon Existing Valve EA $100.00 1 1.00 0.00 $ - 21 Epoxy Lined Ductile Iron Fittings LB $7.00 167 157.00 -10.00 $ (70.00) 45 Cut and Cap Existing 6 -Inch Main EA $1,100.00 1 1.00 0.00 $ - 76 Concrete Surface Restoration SY $51.00 7 7.00 0.00 $ - 79 Granular Fill TON $16.00 15 15.00 0.00 $ - Change Order #1-B Water Service Crossing at STA 157+20 to Existing Water Meter at 135 FT RT 7 1 -Inch Polyethylene Service Tubing FT $15.00 215 215.00 0.00 $ 28 Service Line Connection to Existing Meter Setter EA $200.00 1 1.00 0.00 $ - 31 12 -Inch Saddle, 1 -Inch Coroporation Stop and Tap EA $200.00 1 1.00 0.00 $ - 76 Concrete Surface Restoration SY $51.00 7 7.00 0.00 $ - 78 Curb and Gutter Restoration LF $20.00 10 7.00 -3.00 $ (60.00) 79 Granular Fill TON $16.00 17 17.00 0.00 $ - N/A 1 1/2 Inch Bored Polyethylene Service Casing LF $52.00 100 100.00 0.00 $ - N/A 1 1/2 Inch Direct Bury Polyethlene Casing LF $20.00 74 74.00 0.00 $ - Change Order #1-C Sewer Line #5 47 8 -Inch PVC Sewer Main, SDR-26 LF $30.00 299 299.00 0.00 $ - 48 4 -Inch PVC Sewer Service, SDR-40, Including Trenching & LF $25.00 4 4.00 0.00 $ - Backfilling 50 Sewer Trench, 6'-10' Deep LF $20.00 299 299.00 0.00 $ - 52 4 Foot Diameter Standard Manhole, 0 Feet to 6 Feet Deep EA $2,400.00 4 4.00 0.00 $ - 53 Extra Manhole Depth, Over 6' Deep FT $150.00 13 12.50 -0.50 $ (75.00) 60 4 -Inch Manhole Tap for Sewer Service EA $600.00 1 1.00 0.00 $ - 64 Connect Sewer to Existing Manhole EA $1,000.00 3 1.00 -2.00 $ (2,000.00) 74 Asphalt Surface Restoration SY $100.00 4.50 4.50 0.00 $ - 79 Granular Fill TON $16.00 30 30.00 0.00 $ - N/A Tree Removal EA $1,000.00 1 1.00 0.00 $ - N/A Rock Excavation CY $175.00 10 0.00 -10.00 $ (1,750.00) Total Change Order #2 -$117,048.52 CITY OF FAYETTEVILLE HIGHWAY 265, PHASE 2 ATTACHMENT TO CHANGE ORDER #2 EXPLANATION OF VARIANCES IN FINAL QUANTITIES The comments below explain changes in the final quantities, as listed in Change Order #2. Bid Item # Comment 2 The length of 12 -inch PVC water main was shortened by 15 ft and the length of the 12 -inch restrained joint PVC water main, Bid Item 3, was extended by 15 feet due to site conditions when the restrained joint pipe was installed by the directional drilling process. See comment for Bid Item 2, above. 4 The length of 8 -inch PVC water main was shortened by 39.5 feet because the locations of existing water mains were slightly different at the Sterling Court and Vista Health water main interconnections. The 6 -inch DIP was scheduled for fire hydrant connections. The contractor used hydrant adaptors instead of 6 -inch DIP, so no 6 -inch pipe was used. 6 The 2 -inch polyethylene service tubing was overestimated by 24 ft. 7 The 1 -inch polyethylene service tubing was overestimated by 228.5 ft, 17 The 6" x 6" tapping sleeve at Sterling Court was not needed because the existing pipe configuration was different from the way it was field located. 21 The ductile iron fittings were overestimated by 147 pounds. 26 A 1 -inch high pressure meter setting was required at Vista Health. A standard meter setting was originally anticipated. A new standard meter setting (Bid Item 22) was required at Sta. 149+10, 68' Lt, so the quantity of standard meters remained at 4. This new setting was to replace an existing setting that was overlooked during the field surveys. 31 An extra 12 -inch saddle and 1 -inch tap was required for the new meter setting at Sta. 149+10, 68' Lt., as listed above. 38 The existing 16 -inch casing at Sta. 164+08 was 5 ft longer than expected, so the new casing was shortened by 5 ft. 39 The existing 8 -inch casing at Sta. 139+22 was 34 ft longer than expected, so the new casing was shortened by 34 ft. 40 No short bores under trees were required for 8 -inch or 12 -inch mains. 41 No short bores under trees were required for 2 -inch or 1 -inch mains. 42 No protective fencing for trees was required. FYI 12118 Change Order #2 Page 1 45 The expected 6 -inch cut and cap at Sterling Court was not required. 46 The 10 -inch sewer main was overestimated by 6 feet. 48 The existing sewer service line at FAC. (Sta. 160+00, left) was too shallow to be replaced as designed. A longer section of 4 -inch sewer service line was required to keep adequate slope on the service line. 49 The sewer trench was 6 ft shorter because the 10 -inch sewer on Bid Item 46 was 6 ft shorter. 53 The extra manhole depth was less than estimated because the existing sewer at new manhole 4-1 was shallower than expected. 60 No 4 -inch manhole service taps were required. 66 The existing 6 -inch force main location allowed the replacement pipe to be 44.5 ft shorter. 69 More force main ductile iron fittings were required than estimated, due to grade alignments. 74 The Contractor did not damage as much asphalt pavement as estimated. 75 Asphalt highway restoration was required for the sewer service cap at Zion Road and Highway 265. The area requiring repair was larger than estimated. 76 The quantity of concrete surface restoration was slightly less than the estimated quantity. 77 The quantity of sidewalk restoration was slightly less than the estimated quantity. 78 The Contractor was careful to avoid damaging curbs, so the restoration quantity was less than estimated. 79 The quantity of granular fill under pavement areas was overestimated. 80 No trench stabilization material was required. 82 Sod was restored outside of the planned limits in order to appease a property owner. Change Order #1-A, Fire Line at FAC The quantity of 6 -inch ductile iron pipe required for the fire line connection was overestimated. 21 The weight of ductile iron fittings required was overestimated. Change Order #1-B, Water Service Crossing Highway 265 78 The quantity of curb restoration required was overestimated. Page 2 Change Order # 1-C, Sewer Line #5 53 The quantity of extra manhole depth required was overestimated. 64 The three sewer service taps was an error. Only one was required. N/A No rock excavation was required on Sewer Line #5. Page 3