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91-99 RESOLUTION
• RESOLUTION NO. 91- 9 9 A RESOLUTION AWARDING BID NO. 99-55 IN THE AMOUNT OF $845,816, PLUS A PROJECT CONTINGENCY AMOUNT OF $126,873 (15%) TO SWEETSER CONSTRUCTION, FOR TESTING, QUANTITY VARIATIONS, UTILITY RELOCATIONS, AND CHANGES ASSOCIATED WITH THE POPLAR STREET IMPROVEMENTS/CONSTRUCTION; AUTHORIZING THE MAYOR'S EXPENDING THE FULL PROJECT CONTINGENCY AS HE DEEMS NECESSARY FOR THE COMPLETION OF THE POPLAR STREET PROJECT; AND APPROVAL OF A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS - Section 1. That the City Council hereby awards Bid No. 99-55 in the amount of $845,816, plus a project contingency amount of $126,873 (15%) to Sweetser Construction, for testing, quantity variations, utility relocations, and changes associated with the Poplar Street Improvements/Construction. A copy of the bid tabulation is attached hereto marked Exhibit "A" and made a part hereof. Section 7. The City Council authorizes the Mayor's expending the full project contingency as he deems necessary for the completion of the Poplar Street Project. Section 3. The City Council approves a budget adjustment in the amount of $160,143 increasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97023 20 decreasing Drainage Improvements, Acct. No. 4470 9470 5817 00, Project No. 97038 10. A copy of budget adjustment is attached hereto marked Exhibit "B" and made a part hereof. `F1i1l `. -PASSEI$t$D APPROVED this day of July , 1999. </. r\ t4 APPROVE Jr '•�1 i•e, ' V'C. , '_ :. '. r • y; ` y• • ATTEST: By 1 LAA By. g u A471L Heather Woodruff, City 1 k red Hanna, Mayor FAYETTEVILLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Jim Beavers, Chief Engineer From: Theresa Johnson, Deputy City Clerk Date: July 20, 1999 Re: Res. 91-99, Poplar Street Improvements, Sweetser Construction Attached please find a copy of the resolution and its backup pages. Other copies of the bound contract and bid documents were forwarded to your office last week when they were executed. cc: Yolanda Fields, Internal Audit Steve Davis, Budget STAFF REVIEW FORM x AGENDA REQUEST x CONTRACT REVIEW GRANT REVIEW For the Fayetteville City Council meeting of July 6. 1999 FROM: JIM Beavers Engineering Public Works Name Division Department ACTION REQUIRED: Approval of: A. Proposed construction contract in the amount of $845,815.50 with Sweetser Construction, Inc. B. Approval of a project contingency in the amount of $126,872.33 (15%) for use as needed for testing, quantity variations, utility relocations, changes ... C. Council's approval for the Mayor to expend the full project continency as the Mayor deems necessary for the completion the Poplar Street project. D. Proposed budget adjustment for the project in the amount of $160,142.83. COST TO CITY: $972,687.83 Cost of this Request 4470-9470-5809.00 Account Number 97023-0020 Project Number BUDG $914.591 Category/Project Budget $102.146 Funds Used To Date $812,545 Remaining Balance x Budgeted Item Poplar Street Category/Project Name Street/Drainage Program Name Sales tax Fund Budget Adjustment Attached Budget Coordinator CONTRACT/GRANT/LEASE REVIEW Accountin Manage GGan.fiv �a�/7-cI�' Date City JAI Purcitasmg Officer Date Administrative Services Director GRA (-18-9� Date NG mal Auditor 6171 Date ✓ ADA Coordinator Date STAFF RECOMMENDATION: Approval of items a -d above. dasiakto D Head artmenttb' ector Date Date muustr. ive Services Director Date Mayo Date Sloe 17'99 21JVNM Cross Reference New Item: Yes _ No_x_ Prev Ord/Res #: 75-97 Orig Contract Date: 19 Aug 97 STAFF REVIEW FORM Description Poplar Street Improvements Meeting Date July 6. 1999 Comments: Reference Comments: Budget Coordinator Accounting Manager City Attorney Purchasing Officer ADA Coordinator 2 Page 2 FAYETTEVILLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Fred Hanna, Mayor Thru: Charles Venable, Public Works Director (ice Contract Review From: Jim Beavers, City Engineer Date: June 16, 1999 �17 Re: Agenda Request, Council Meeting of July 6, 1999. A. Proposed construction contract in the amount of $845,815.50 with Sweetser Construction, Inc. B. Approval of a project contingency in the amount of $126,872.33 (15%) for use as needed for testing, quantity variations, utility relocations, changes ... C. Council's approval for the Mayor to expend the full project continency as the Mayor deems necessary for the completion the Poplar Street project. D. Proposed budget adjustment for the project in the amount of $160,142.83. 1. Project Background. The engineering design contract for the street and drainage improvements was approved by the City Council August 19, 1997. The engineering contract did not include bidding and construction management. 2. Construction contract. The design and right-of-way acquisitions have been completed and the project bids taken. The project bids were opened on June 10, 1999. The City received two bids as follows: McClinton -Anchor $945,155.00. Sweetser Construction $845,815.50. Page 1 of 2 The low bid of $845,815.50 from Sweetser Construction is within 10% of the engineer's estimate. The Project Engineer, Milholland Company, and staff recommend that the City award the construction to the low Bidder, Sweetser Construction. 3. Budget and requested budget adjustment. The 1999 project budget is $914,591.00. The 1999 expenditures are $102,046.00. The current budget balance is $812,545.00. The total of the construction contract ($845,815.50) and the 15% contingency ($126,872.33) is $972,687.83. A budget adjustment of $160,142.83 is requested at this time. Please note, that some utility relocations may be required during construction. The majority of the franchised utility relocations should be at the utility companies' expense. However, some expense for utility relocations may be required to Mk funded from the requested contingency. Additional information will be provided if relocation agreements are found to be necessary. enclosures: 1. Vicinity map 2. Construction contract (one original) 3. Budget Adjustment. Page 2 of 2 REHEN{` I Y DANpSON ST DRAKE ST 134 t ti 0r MKANS! PERIMENTAI. FARM m < WSON i z3U_ CAN REET • UNIVERSITY OF ARKANSAS EXPERIMENTAL FARM T -17-N T -16-N PROJECT ImE SUNDRIDOt OR COLT SQUARE DR, T r 9 HCKONY T 1' ABSHIER CO !tr-b-re. HALSELL UNIVERSIn C. RDV .,LL LN OF ARKANSAS 91 A 16 MAPLE UNIVERSITY 9 166 p fr- 11 IT 5 • 110c5(42/QV?,2-5- qy_ s� EXHIBIT A - (�� a-vZ_, �Il C1J 1�-' 8,12 goal A 671). 00. a? 5 �T4C , ✓ 945, iss 0 ✓ ✓ X8¢5;8/S""so_ 111. P k. •• • City of Fayetteville, Arkansas Budget Adjustment Form EXHIBIT B Budget Year Department: Sales Tax Capital Improvement Fund 1999 Division: Program: Date Requested 06/17/99 Adjustment # Project or Item Requested: Additional funding is requested for Poplar Street Improvements project. Project or Item Deleted: None. A portion of the funding for Drainage Study and Master Plan is proposed for this adjustment. Justification of this Increase: The low bid for the project with contingency is greater than the remaining funds budgeted. Justification of this Decrease: The Poplar Street Improvements project will address drainage issues along Poplar Street in addition to improving the street. Account Name Street Improvements Increase Expense (Decrease Revenue) Amount Account Number 160,143 4470 9470 Project Number 5809 00 97023 20 Decrease Expense (Increase Revenue) Account Name Amount Account Number Project Number Drainage Improvements 160,143 4470 9470 5817 00 97038 10 Approval Signatures Date -(7-F 7 Date QF 214 Date Budget Office Use Only Type• A B C Date of Approval Posted to General Ledger Posted to Project Accounting Entered in Category Log E Blue Copy: Budget & Research / Yellow Copy: Requester D:\DATA\99BUDGEI\BUDGTADAPOPL 3 AGENDA REQUEST X CONTRACT REVIEW GRANT REVIEW For the Fayetteville FROM: Sid Norbash Name SvecistV CH -4/4 0/ STAFF REVIEW FORM C'//jrj les 9i-.99 En9, RECEIVED APR 2 8 209 GinaFFFiRVTirEy LLE f WQ$ $ afIfiI City Council meeting of Mayor''Approval Engineering Division Public Works Department ACTION REQUIRED: Approval of the Change Order #1 to the contract with Sweetser Construction Co., for Poplar Street and Drainage Impvts., in the amount of $45,670. COST TO CITY: S45,670 Cost of this Request 4470-9470-5809-00 Account Number 97023-0020 Project Number $41Y Category/Project Budget 7131116 Funds Used To Date Remaining Balance Poplar St. Impvts Category/Project Name Street/Drainge Program Name Sales Tax Fund BUDGET REVIEW: Budg-t Coordinator X Budgeted Item Budget Adjustment Attached Administrative Services Director CONTRACT/GRANT/LEASE REVIEW: Purchasing Officer 1/4_00 Da 2 Date 4 k-72bo Date GRANTING AGENCY: rnal Auditor Date Date STAFF RECOMMENDATION: Approval of the Department Director th. inistrative ervices Director Mayo Date Date 4/O Date change order. Cross Reference New Item: Yes No X 91-97 Prev Ord/Res #. p Orig Contract # �� O Orig Contract Date: Description/ Project Name Qr S"1 L Staff Review Form Meeting Date Comments: Reference Comments: Budget Director Accounting Manager City Attorney Purchasing Officer ADA Coordinator Internal Auditor FAYETTEVILLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Fred Hanna. Mayor Thru: Charles Venable. Public Works Director Jim Beavers. City Engineer/, From: Sid Norbash, Staff Engineer ,/ Date: April 17, 2000 Re: Poplar Street Improvements The attached Change Order #1 to the above referenced contract has been necessitated because of certain field adjustments and necessities. The main item, however. is the replacement of the 18" clay sewer line that is located in the street at this time. Thi s line is made of clay. and will not withstand the construction due to the lack of depth . The change order will allow the replacement of this line with SDR 26 PVC pipe, which will be more suitable. We request approval of this change order. which will be funded with the project contingency approved by the Council. SN/sn attachments RESOLUTION NO. 91-99 A RESOLUTION AWARDING BID NO. 99-55 IN THE AMOUNT OF $845,816, PLUS A PROJECT CONTINGENCY AMOUNT OF S126,873 (15%) TO SWEETSER CONSTRUCTION, FOR TESTING, QUANTITY VARIATIONS, UTILITY RELOCATIONS, AND CHANGES ASSOCIATED WITH THE POPLAR STREET IMPROVEMENTS/CONSTRUCTION; AUTHORIZING THE MAYOR'S EXPENDING THE FULL PROJECT CONTINGENCY AS HE DEEMS NECESSARY FOR THE COMPLETION OF THE POPLAR STREET PROJECT; AND APPROVAL OF A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council hereby awards Bid No. 99-55 in the amount of $845,816, plus a project contingency amount of $126,873 (15%) to Sweetser Construction, for testing, quantity variations, utility relocations, and changes associated with the Poplar Street Improvements/Construction. A copy of the bid tabulation is attached hereto marked Exhibit "A" and made a part hereof. Section "' The City Council authorizes the Mayor's expending the full project contingency as he deems necessary for the completion of the Poplar Street Project. Secii ita. The City Council approves a budget adjustment in the amount of$160,143 increasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97023 20 decreasing Drainage Improvements, Acct. No. 4470 9470 5817 00, Project No. 97038 10. A copy of budget adjustment is attached hereto marked Exhibit "B" and made a part hereof. ;' . f f,\ . PASSE.dAND APPROVED this ..15L day of July , 1999. . L # X . t�. r 7 , /4/7(17014' -' APPROVE % . s• ' \ By: 7014-tici ;.• red Hanna, Mayor • ATTEST: B Heather Woodruff, City 1 k ADDITIONAL ITEMS & BASE BID ITEM CHANGES CHANGE ORDER ORDER NO. 1 DATE March 10, 2000 STATE Arkansas CONTRACT FOR: POPLAR STREET CONSTRUCTION OWNER: CITY OF FAYETTEVILLE, ARKANSAS COUNTY Washington To: J. D. Sweetser Construction Company, Inc.; 590 W. Poplar; Fayetteville, Arkansas 72703 (Contractor) You are hereby requested to comply with the following changes t Upgrading clay line to PVC due to shallow depth and susceptibility to crushing, due to construction loads. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: .........v vv..,. u�.L Y,ww n IV nt1GN l ILGl1U11J. Item No. Quant. Unit Unit Cost DdnAd°e New DESCRIPTION OF CHANGES (Supplemental Plans & Specifications Attached) Contract Price DECREASE Contract Price INCREASE Net change form previous Change Orders to $0.00 _ _ 0 (days) PART"B" Contract Times prior to this Change Order: 260 days I.A. 240 LF $6.00 New Up-size 8" SDR -26 to 10" SDR -26 PVC Pipe (days) $1,440.00 VLA 407 LF $78.00 New 18" SDR -26 PVC Pipe w/Bedding and 2 x 24" x 24" x 25' Concrete Vertical Supports $31,746.00 VI.B 6 LF $29.00 New 8" SDR -26 PVC Pipe with Bedding $174.00 II.D. 32.3 VF $190.00 New Manhole Cast w/Heavy Duty Ring & Lid $6,137.00 PART "C" V. 250 Ton $12.00 Add Class 7 Base Trench Backfill $3,000.00 XII. 407 LF $2.00 Add Trench Excavation Safety Systems $814.00 XIII. 8 CY $48.00 New Sand Bedding: Pipe Under Box Culvert $384.00 PART "D" I. 118 LI' $12.50 New Attach 4' Chainlink Fence to Concrete Channel $1,475.00 111. 4 HR $125.00 New Spread Mulch for Tree Protection $500.00 TOTALS $0.00 $45,670.00 CONTRACT CHANGE $ 545,670.00 Upgrading clay line to PVC due to shallow depth and susceptibility to crushing, due to construction loads. This document will b ome a supplement to the contract and all provisions will apply hereto. Re e uested: Recommended: Acce.ted: �- 1 fad, ✓r# .47/400--- (Owner's Engineer) WEETSERt`anlraetar) (Tyner) LLIAM /AO (Date) 4-//-Z (Date) l/-7/ oat° (Date) COPIES TO: ENGINEER CONTRACTOR OWNER CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price $ 845,815.50 Original Contract Time: 260 days (days or dates) Net Increase (Decrease) from Previous Change Orders _ to _ Net change form previous Change Orders to $0.00 _ _ 0 (days) Contract Price prior to this Change Order: $ 845,815.50 Contract Times prior to this Change Order: 260 days (days or dates) Net increase (decrease) this Change Order: 60 Net increase () of this Change Order: $ 45,670.00 (days) Contract Price with all approved Change Orders: $ 891,485.50 Contract Times with all approved Change Orders: 320 days (days or dates) This document will b ome a supplement to the contract and all provisions will apply hereto. Re e uested: Recommended: Acce.ted: �- 1 fad, ✓r# .47/400--- (Owner's Engineer) WEETSERt`anlraetar) (Tyner) LLIAM /AO (Date) 4-//-Z (Date) l/-7/ oat° (Date) COPIES TO: ENGINEER CONTRACTOR OWNER FAYETTEVI LLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Sid Norbash, Engineering From: Heather Woodruff, City Clerk Date: May 2, 2000 Attached is a copy of the completed staff review form and signed change order for the contract with Sweetser Construction. I am also returning two originals for you to distribute. The original will be microfilmed and filed with the City Clerk. cc: Yolanda Fields, Community Development • • AGENDA REQUEST X CONTRACT REVIEW GRANT REVIEW • STAFF REVIEW FORM For the Fayetteville City Council meeting of ///o MICROFILMED Mayor's Approval FROM: Sid Norbash J41/ Name Engineering Public Works Division Department ACTION REQUIRED: Approval Sweetser Construction Co., amount of $32,209.60 of the Change Order #2 to the contract with for Poplar Street and Drainage Impvts., in the COST TO CITY: $32,209.60 $922,889 Poplar St. Impvts Cost of this Request Category/Project Budget 4470-9470-5809-00 $844,096 Account Number Funds Used To Date 97023-0020 Category/Project Name Street, ?r^n=:,,iu..i9'1ts Program Name $78,793 Sales Tax Project Number Remaining Balance Fund BUDGET REVIEW: X Budgeted Item et Coordinator Budget Adjustment Attached Administrative Services Director CONTRACT/GRANT/LEASE REVIEW: Account it Attorne A Purchasing Officer GRANTING AGENCY: Date ApA ? -00 Date In ernal Auditor Date Co•rdinatordik Date 1!/4i ,L/ Date STAFF RECOMMENDATION: Approval of the change order. Divisfon Head De•artment Ame is rative May lid/ rector ices Director OL7/Ou Date 6_27.a Date 2/'_ Date Cross Reference New Item: Yes No X Prev Ord/Res #: 75-97 Orig Contract Orig Contract Staff Review Form Description/ Hwy 265 Water & Sewer Reloc. Meeting Date 3-2-99 Project Name Comments: Reference Comments: Budget Director Accounting Manager City Attorney Purchasing Officer ADA Coordinator Internal Auditor • • Staff Review Form Description/ Meeting Date Project Name Comments: Reference Comments: Budget Director Accounting Manager City Attorney Purchasing Officer ADA Coordinator Internal Auditor • " FAYETTEVILLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE • To: Fred Hanna, Mayor Thru: Charles Venable, Public Works Director God Jim Beavers, City Engineeri4 From: Sid Norbash, Staff Engineer Date: June 26. 2000 Re: Poplar Street Improvements - Change Order #2 The attached Change Order #2 to the above referenced contract has been necessitated because of certain field adjustments and necessities. These items are detailed on the attached change order, and the justifications for the addition of these changes are stated by Milholland, the engineer for this project. We request approval of this change order, which will be funded with the project contingency approved by the Council (a copy of the resolution is attached). SN/sn attachments SOLUTION NO. 91-99 • A RESOLUTION AWARDING BID NO. 99-55 IN THE AMOUNT OF $845,816, PLUS A PROJECT CONTINGENCY AMOUNT OF S1>26,8173 •(15%) TO SWEETSER CONSTRUCTION, FOR TESTING, QUANTITY VARIATIONS, UTILITY RELOCATIONS, AND CHANGES ASSOCIATED WITH THE POPLAR STREET IMPROVEMENTS/CONSTRUCTION; AUTHORIZING THE MAYOR'S EXPENDING THE FULL PROJECT CONTINGENCY AS HE DEEMS NECESSARY FOR THE COMPLETION OF THE POPLAR STREET PROJECT; AND APPROVAL OF A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council hereby awards Bid No. 99-55 in the amount of S845,816, plus a project contingency amount of $126,873 (15%) to Sweetser Construction, for testing, quantity variations, utility relocations, and changes associated with the Poplar Street Improvements/Construction. A copy of the bid tabulation is attached hereto marked Exhibit "A" and made a part hereof. Sea on2. The City Council authorizes the Mayor's expending the full project contingency as he deems necessary for the completion of the Poplar Street Project. S rtiQn ;. The City Council approves a budget adjustment in the amount of3160,143 increasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97023 20 decreasing Drainage Improvements, Acct. No. 4470 9470 5817 00, Project No. 97038 10. A copy of budget adjustment is attached hereto marked Exhibit "B" and made a part hereof. %II Ir. it • . PASSEIi:4cND APPROVED this -6'" day of July , 1999. E /:•r t 1 r. c� 1 1 r 04 I 1 ATTEST: By: Heather Woodruff, City e 6 APPROVE , /. / By: (�`!� red Hanna, Mayor ADDITIONAL ITEMS & BASE BID ITEM CHANGES CHANGE ORDER CONTRACT FOR: OWNER: CITY OF FAYETTEVILLE, ARKANSAS ORDER NO. 2 DATE May 10, 2000 STATE Arkansas COUNTY Washington To: J. D. Sweetser Construction Company, Inc.; 590 W. Poplar; Fayetteville, Arkansas 72703 (Contractor) You are hereby requested to comply with the following chanties from the contract plans and specifications: Item No. Quant. Unit Unit Cost AAM NM.C DESCRIPTION OF CHANGES (Supplemental Plant & Specifications Attached) Contract Price DECREASE Contract Price INCREASE CONTRACTPART"B" I.A. 25 LF $35.00 A 8" SDR-26 PVC @ 1% $875.00 II.D. 10 VF $190.00 A New Manhole w/ Heavy, Ring & Lid $1,900.00 II.E. I LS $400.00 N Appurtenances for Drop Manhole $400.00 VI. I LS $600.00 N Remove and Dispose Manhole $600.00 VII I LS $2,650.00 N Bypass Pumping for Ext. 8" Line $2,650.00 CONTRACT PART"C" I.C.I 350 SF $12.40 N Construction Zone Signing $4,340.00 I.C.2 40 LF $30.00 N Type III Barricade $1,200.00 I.C.3 502 HR $27.30 N Provide Flagman $13,704.60 I.C.4 I LS $2,220.00 N Equipment for Maintaining Traffic $2,220.00 IV 4 96 LF $45.00 A Handrails for Existing Scull Creek Box Culvert $4,320.00 TOTALS $0.00 $32,209.60 CONTRACT CHANGE $ $32,209.60 J US I iFICA I IUN: • Traffic Control Plan developed to allow safe movement of traffic through the construction zone. • Handrails added per direction of Chuck Rutherford and Don Bunn, May 15, 2000. • Drop Manhole required to allow for 36" SRMP installation. CHANGE IN CONTRACT PRICE: I CHANGE IN CONTRACT TIMES: Original Contract Price $ 845,815.50 Original Contract Time: 260 (days or dates) Net increase (decrease) from Previous Change Orders1 to 1: $ 45,670.00 Net change form previous Change Orders I to 1 : 60 (days) Contract Price prior to this Change Order: $ 891,485.50 Contract Times prior to this Change Order: 320 (days or dates) Net increase (decrease) of this Change Order: $32,209.60 Net increase (deercesel this Change Order: 3 (days) Contract Price with all approved Change Orders: $923,695.10 Contract Times with all approved Change Orders: 323 (days or dates This document will become a supplement to the contract and all provisions will apply hereto. AID COPIES TO: (Date) �r g-- o ENGINEER CONTRACTOR (Date) OWNER (Date) FAYETTEV&LE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Sid Norbash, Engineering Division From: Heather Woodruff, City Clerk Date: July 12, 2000 Attached is a copy of the Change Order #2 to the contract with Sweetser Construction Co. for Poplar Street and drainage improvements (Reference: Resolution 91-99). The original will be microfilmed and filed with the City Clerk. cc: Nancy Smith, Internal Auditor /� �� STAFF REVIEW FORM AGENDA REQUEST X CONTRACT REVIEW GRANT REVIEW A/4. oea€3 Ap 0 .75-97 MICROFILMED For the Fayetteville City Council meeting of Mayor's Approval FROM: Sid Norbash Engineering Public Works Name Division Department ACTION REQUIRED: Approval of the Change Order #3 to the contract with Sweetser Construction Co., for Poplar Street and Drainage Impvts., in the decrease amount of -$21,894.50 COST TO CITY: ($21,282.50) re4uc+on 5922.889 Cost of this Request Category/Project Budget 4470-9470-5809-00 Account Number 97023-0020 Project Number S .g7 r't bb Funds Used to Date Poplar St. Impvts. Category/Project Name Street Impvts. Program Name S_LNS1eiG Sales Tax Remaining Balance Fund BUDGET REVIEW: X Budgeted Item Budget Adjustment Attached CONTRACT/GRANT/LEASE REVIEW: Administrative Services Director GRANTING AGENCY: i/it/u, t ADA Coordinator Date Date Internal uditor Date Purchasing Officer Date STAFF RECOMMENDATION: Approval of the change order. DD sion Head Mayor /A Date Cross Reference O -/L -o1 New Item: Yes_ No X Date l Prev Ord/Res #: 75-97 :or Datje Orig Contract #718 f//i/o! Orig Contract Date: 76-99 Date FAYETTEVILLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPOND To: Dan Coody, Mayor Thru: Charles Venable, Public Works Director Jim Beavers, City Engineer/o;6 From: Sid Norbash, Staff Engineer"✓ Date: December 12, 2000 Re: Poplar Street Improvements - Change Order #3 The attached Change Order #3 to the above referenced contract has been necessitated because of certain field adjustments and necessities. These items are detailed on the attached change order, and the justifications for the addition of these changes are stated by Milholland, the engineer for this project. We request approval of this change order, which will reduce the cost of the contract by $21,2 82.50, SN/sn attachments FAYETTEVILLE THE CITY OF FAYETTEVILLE. ARKANSAS DEPARTMENTAL CORRESPONDE To: Sid Norbash, Engineering From: Heather Woodruff, City Clerk Date: January 23, 2001 Attached is a copy of the completed staff review form and signed change order no. 3 to the contract with Sweetser construction for Poplar Street and drainage improvements. I am also returning tysb originals to you. The original will be microfilmed and filed with the City Clerk. cc: Nancy Smith, Internal Auditor ADDITIONAL ITEMS & BASE BID ITEM CHANGES CHANGE ORDER CONTRACT FOR: POPLAR STREET CONSTRUCTION OWNER: CITY OF FAYETTEVILLE, ARKANSAS ORDER NO. 3 DATE November 8, 2000 STATE Arkansas COUNTY Washington To: J. D. Sweetser Construction Company, Inc.; 590 W. Poplar; Fayetteville, Arkansas 72703 (Contractor) You are hereby requested to comolv with the following changes from the contract clans and snecifications: Item No. Q uant. Unit Unit Cost "-dd clef ie i., DESCRIPTION OF CHANGES (Supplemental Plans & Specifications Attached) Contract Price DECREASE Contract Price INCREASE CONTRACT PART "A" 1. 6 EA $300.00 A Valve Box Grade Adjustment $1,800.00 II. I EA $4,700.00 A Water Main Relocation $4,700.00 III. I EA $1,500.00 A Fire Hydrant Relocation $1,500.00 IV. 9 EA $500.00 A Water Meter Relocation $4,500.00 V. 3 EA $500.00 A Water Service Line Relocation $1,500.00 VI. I LS $1,900.00 N Potable water continuity during main relocation $1,900.00 CONTRACT PART "II" III. -2 EA $300.00 D Manhole Ring & Lid Adjustment ($600.00) V. I EA $1,500.00 A Sanitary Sewer Service Line Relocation $1,500.00 CONTRACT PART"C" III. A 1 277 LF $7.00 A Concrete Curb and Gutter $1,939.00 Ill. D 235 LF $13.75 A 5' Wide x 4" Thick Concrete Sidewalk $3,231.25 111. E 328.5 SY $28.00 A Concrete Driveways, Ramp & Parking $9.198.00 IV. 6 -I EA $700.00 D Grate Adjustment ($700.00) VII. 3 A 8 CY $200.00 N Concrete Slurry for Rip Rap $1,600.00 IX. I -150 LF $12.00 D Sodded Swale Ditching ($1,800.00) X. -500 LF $8.00 D French Drain Construction ($4,000.00) XI. -200 LF $2.00 D OSHA Trench Safety ($400.00) CONTRACT PART"D" 1. -575.15 CY $85.00 D Rock Excavation ($48,887.75) 111. 5 EA $225.00 N 6" Pipe Bollard (Painted) $1,125.00 IV. 51 LF $12.00 N 4" Schedule 40 Signal Conduit $612.00 TOTALS ($56,387.75) $35,105.25 CONTRACTCHANGES ($2]„282..50 JUSTIFICATION: • Summary of Added, Deleted and Reduced Quantities CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price $ 845,815.50 Original Contract Time: 260 (days or dates) Net increase (deerewe) from Previous Change Orders I to 2: $ 77,879.60 Net change form previous Change Orders I to 2 : 63 (days) Contract Price prior to this Change Order: $ 923,695.10 Contract Times prior to this Change Order: 323 (days or dates) Net (tnercese) decrease of this Change Order: Net (inereese) decrease this Change Order: -0- Contract Price with all approved Change Orders: $ 901,800.60 Contract Times with all approved Change Orders: 323 (days or dates) This document will become a supplement to the contract and all provisions will apply hereto. )�� COPIES TO: (Date) ENGINEER (Date) CONTRACTOR //—/7C OWNER (Date) .f ! n t� gnu 2 0 20 Milholland Company ENGINEERING AND SURVEYING 205 W. CENTER FAYETTEVILLE, ARKANSAS 72701 (501) 443-4724 I' ,i i, IJIMPROVFMFNTS FOR POPLAR STREET UE-490 A PUBLIC WORKS PROJECT FOR UJ THE CITY OF FAYETTEVILLE 'J 113 WEST MOUNTAIN STREET • FAYETTEVILLE, ARKANSAS 72701 TELEPHONE: (501) 575-8208 .• U. February 22, 1999 MILHOLLAND COMPANY J ENGINEERING & SURVEYING J205 West Center Fayetteville, Arkansas 72701 Telephone: (501) 443-4724 'i Fax: (501) 443-4707 /WORD_ INSURANCE BINDER CSR BD DATE(AIMIDD/YY) 07/16/99 THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM. ODUCER A/c : 501-521-2233 COMPANY BINDER# 1024 [P Bituminous Insurance Co. son Insurance Agency EXIRMEN 2340 Green Acres Rd, Suite #10 DATE TIME DATE TIME O. Box 4217 X AM X 1201 AM yetteville AR 72703 06/25/99 12:01 PM 07/25/99 NOON bert Michael Davis X THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY PER EXPIRING POUCY C UNDERBINDER CODE. AR -6-4764 I SUB CODE STONER ID'. SWEET -1 DESCRIPTION OF OPERATIONSNEHICLESIPROPERTY (Including Locaton) IMPROVEMENTS TO POPLAR STREET, FAYETTEVILLE, AR. CITY OF FAYETTEVILLE, ARKANSAS AND •URED • Jerry Sweetser, Inc. MI LHOLLAND COMPANY ARE NAMED INSUREDS. 590 W. Poplar _ ' Fayetteville AR 72703 COVERAGES LIMITS TYPE OF INSURANCE COVERAGE/FORMS DEDUCTIBLE COINS% AMOUNT OPERTY CAUSES OF LOSS BASIC ❑ BROAD ❑ SPEC ERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE �X OCCUR OWNERS & CONTRACTORS PROT RETRO DATE FOR CLAIMS MADE GENERAL AGGREGATE $1000000 PRODUCTS- COMP/OP AGG f PERSONAL & ADV INJURY S EACH OCCURRENCE $1000000 FIRE DAMAGE (My one fin) $ MED EXP (Any one person) $ MOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UNIT $ BODILY INJURY (Per person) S BODILY INJURY (Per accident) S PROPERTY DAMAGE $ MEDICAL PAYMENTS S PERSONAL INJURY PROT $ UNINSURED MOTORIST S $ AUTO PHYSICAL DAMAGE DEDUCTIBLE COLLISION: OTHER THAN COL ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VALUE $ STATED AMOUNT OTHER GARAGE LIABILITY ANY AUTO AUTO ONLY. EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE f EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: EACH OCCURRENCE $ AGGREGATE S SELFSNSURED RETENTION $ ' WORKS COMPENSATION AND EMPLOYERS LIABILITY - STATUTORY UNITS EACH ACCIDENT $ DISEASE- EACH EMPLOYEE $ DISEASE -POLICY LIMIT $ SPECIAL DMONS EE RAGES FEES $ TAXES S ESTIMATED TOTAL PREMIUM S NAME & ADDRESS I MORTGAGEE I I ADDITIONAL INSURED LOSS PAYEE LOAN # AUTHORED REPRESENTATIVE Robert Michael Dav s/ IUKU IJ-J (1I1) NO It: IMIOK IAN 151A It INFORMATION ON REVERSE SIDE - ACORD CORPORATION 1993 ACORD_ CERTIFICATE' OF LIABILITY INSURANC" E DATE(MwDDw" SWEET-i. 06/25/99 PRODUCER - - ---- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eason Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 2340 Green Acres Rd, Suite #10 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR iPhoneNo. P.O. Box 4217 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fayetteville AR 72703 COMPANIES AFFORDING COVERAGE Robert Michael Davis COMPANY 501-521-2233 FUNo. A Bituminous Insurance Co. INSURED COMPANY B COMPANY Jerry Sweetser, Inc. C 590 W. Poplar Fayetteville AR 72703 COMPANY D COVERAGES . 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. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YV) POLICY EXPIRATION DATE (MM/DDfM LIMITS GENERAL UABIUTY GENERAL AGGREGATE 5 2 ,000 ,000 A COMMERCIAL GENERALUABILrTY CLP2312300 10/30/98 10/30/99 X PRODUCTS-COMP/OPAGG 52,000,000 CLAIMS MADE lxiOCCUR PERSONAL & ADV INJURY $1,000,000 EACH OCCURRENCE $1,000,000 OWNERSBCONRACTORS PROT FIRE DAMAGE (Anyone fire) $ 100,000 MED EXP (Any one person) S 5,000 A AUTOMOBILE LIABILITY ANY AUTO CAP2549456 10/30/98 10/30/99 COMBINED SINGLE LIMIT 51,000,000 X BODILY INJURY (Per person) S ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY. EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE S EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND EMPLOYERS UABILMY WC STAN- TORY UNITS OTH- ER EL EACH ACCDENT $100000 A THEPROPRIETORI IN CL PARTNER PROPRIETOR! UTIVE WC3046809 10/30/98 10/30/99 EL DISEASE -POLICY LIMIT S 500000 EL DISEASE- EA EMPLOYEE S 100000 OFFICERS ARE EXCL OTHER A OCPL UNDERBINDER 06/25/99 06/25/00 PROT LIAR $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMSIMPROVEMENTS TO POPLAR FAYETTEEVILLE AR AND MILHHO STREET. ENGINEERING, 205 W AR. THE CITY OF CENTER,FAYETTEVILLE, AR SHALL BE NAMeD AS CO -INSUREDS. CERTIFICATE HOLDER CANCELLATION CIT1010 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL CITY OF FAYETTE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. 113 W. MOUNTAIN ST. ST. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY FAYETTEVILLE AR 72701 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Robert Michael Davi CORD2S(15) (7/95) _ AC CORPORATION 1988 I UNITED STATES FI I (A Stock Company) COMPANY ' ARKANSAS STATUTORY PERFORMANCE AND PAYMENT BOND We .......... Jerry D.Sweetser,..Inc. .............................................................................................................. ' as Principal, hereinafter called Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a coroporation organized and existing under the laws of the State of Maryland and authorized to do business in the State of Arkansas, as Surety, hereinafter called Surety, are held and firmly bound unto ................ ' Arkansas, State, Highway, Coyngisgigp„ as Obligee, hereinafter called Owner, in the amount of..Eight„HVAdF.ed.FgxIY..F$.Y,Thot}sgnd,,,,,,, .... Eight, Hundred..F'.if.t?cp,.a..' d.5.0%100................................................................... Dollars ($.8.45..$.15.50... ), for the payment whereof Principal and Surety bind themselves, their heirs, ' personal representatives, successors and assigns, jointly and severally, firmly by these presents. Principal has by written agreement dated...........................................entered into a contract with Owner for furnishing all labor and materials for Improvements to Poplar Street, ' Fayetteville, Arkansas. which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. THE CONDITION OF THIS OBLIGATION is such that if the Principal shall faithfully perform the Contract on his part and shall fully indemnify and save harmless the Owner from all cost and damage which he may '< suffer by reason of failure so to do and shall fully reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any such default, and, further, that if the Principal shall pay all persons all indebtedness for labor or materials furnished or performed under said Contract, failing which such persons shall have a direct right of action against the Principal and Surety, jointly and severally, under this '< obligation, subject to the Owner's priority, then this obligation shall be null and void; otherwise it shall remain in full force and effect. No suit, action or proceeding shall be brought on this bond outside the State of Arkansas. No suit, action or proceeding shall be brought on this bond except by the Owner, unless it is brought in accordance with A.C.A. Section 22-9-403 (b) and A.C.A. Section 18-44-503 (b) (Supp. 1987) as amended. No suit, action or proceeding shall be brought by the Owner after two years from the date on which final payment under the Contract falls due. Any alterations which may be made in the terms of the Contract, or in the work to be done under it, or 'the giving by the Owner of any extension of time for the performance of the Contract, or any other forberance on the part of either the Owner or the Principal to the other shall not in any way release the Principal and the Surety or Sureties, or either or any of them, their heirs, personal representatives, successors or assigns from their liability hereunder, notice to the Surety or Sureties of any such alteration, extension or forbearance being hereby waived. In no event shall the aggregate liability of the Surety exceed the sum set out herein. Executed on this ......................day of....................................... 19 ...... Jerry D. ee er, Inc. ... ... .................................. ' =..................................... al By.. Pre 'de ' UNITED ST FIDELITY AND GUAR COMPANY Surety Robert M. Davis Attorney -in -fact . ,:-:, _w';: :.,,fl.,r..l\ Contract 158 (Mcansas) (11-89) 1874321 United States Fidelity and Guaranty Company /% V S F+G� Power of Attorney No. 106636 Know all men by these presents: Thai United States Fidelity and Guammy Company, a cemonnon organtd and existing under the lam of to State of Maryland and having iu principal office at the City of Baltimore. in the State of Maryland does hereby constitute and appoint A. P. Eason, Jr. and Robert M. Davis of the City of Fayetteville . State of Arkansas its rue and lawful Atmmel{sFinFatt each in their separate capacity if more than one is named above, to sign its name as surety to. and to execute, seal and acknowledge any and all bonds. undertakings, contracts and other written instrummu in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons guaranteeing the performance of cmmacts. and executing or guaranteeing bonds and undertakings required or permitted in any acdons a proceedings allowed by law. In Witness W ereof. the mid United States Fidelity and Guaraury Company, has mused this isthnnent to be sealed with its corporate seal, duly attested by tee sgnanaez of its Vice President ano Assistant SemetarY, this 22nd dayof January . AD. 1993. United States Fidelity and Guaranty Company, O140A41 (Signed) By ............✓ ,! . �.._ Vice President (Signed) By .J •••, ----t te- .. r..!..YS.SsX.:...: ......... . ....... State of Maryland I \ Tutee Secretary SS: Li Baltimore city ) C- Dn ttis 22nd day of January *&v9 93, before met Guaranty Company, and Thanas E. Huibregae, Assistant Sep`ewyof mid Corny. `this said, that they, the said Gary A Wilson and Thomas E Hum►eptse were resyecdyely 1hrVrce Guaranty Company, the mrpaalmn descibd in aodfhfth esaosted the froo� Power of to mid Power of Attorney was such corporate 'd ai it was so affiseiby-order of the Baa'. like ceder as Vice Revdem and Assistant Secretary. respectivelyof(dhe Company. ^. My Commimone,pires the 1st dayof (August AD16r ,.....� r s h�\'_. • 1Sigr�1 By.....: - O ersonally came Gary A Wlson. Vice President of United States Fidelity and O of whom I am oawnarry arivainted who being by me severally duly sworn, President ax$'eAss s rat Secretary of the said United Stains Fidelity and Attortey-yaf they each knew toe seal of mid corporation that to seal affixed dofDirectas of said x rporation. and unit they signed their names thereto by W02. This Power of Attorney is granted wider aI authority of the following Resolutions adopted by the Board of Directors of the United States Fidelity and Guaranty Company on September 24.1992: Resolved. that in mnnecdon with the fidelity and surety insurance business of the Company. all bon& undertakings, cotact and other instruments relating to said business may be signd, exwaud, and acknowledged by persons or entities appointed as Anomeyls}in-Fact tmrshant to a Power of Attorney issued in accordance with tese resolutions. Said Powels) of Amory for and on behalf of the Company may and shall be executed in to name and an behalf of the Company, either by the Chairman. or to President or an 5mmtive Vice Resident a a Sarin Vice Resident or a Vice President or an Assistant Vice President. jointly with the Secretary a an Assistant Secretary, under their '-fl-- iht designations. The signature of such officers may be enxyated, printed or lithograpfed. The signature of each of the foregoing officers and the seal of the Company may tae alfmmd by tecxinile to any Power of Attorney a to any certificate relating therein appointing Anon eyfsFin-Fact for My of executing and attrsling bads and undertakings and other writings obligatory in the naive teeof, and subject to any finitabm6 set forth thereat any such Power of Attorney or certifimte bearing such taaimile signature or facsimile seal shall be valid and binding upon the Company and and such power so erechrtd and certified by such facsimile signature and facsimile seal shall be valid and biding upon the Company with respect to any bond or undertaking to which it is validly attatlhd. Resolved. That Anorreyls)in•Fact shall have the power and authority, and, in any case. subject tote terns and limitations of the Power of Atmrtey ksued to than. to etRwte and ether on behalf of the Company and to ataeh the seal of the Company to any and all bads ad undertakings• and other writings obligatory in the nature thereof, and and such insoumem executed by such Atmmeyls.in Fact shall be as binding upon the Company as if signed by an Executive ricer and sealed and atasad m by the Secretaryof to Company. I, Thetas E. Huibregt e. an Assistant Secretary of the United States Fidelity and Guaranty Company, do hereby verity that the foregoing are hue e¢eps from the Resolutions of We mid Company as adopted by its Board of Directors on September 24.1992 and that tese Resolutions are in full torte and effect I. the undersigned Assistant Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing Power of Attorney is in full form and effect and has it been revoked. In Testimony Whereof. I have hereunto set my hand and the seal of the United States Fidelity and Guaranty Company, on this dayof .19 'kb , 1 .. v. ... t.:.?:i..y4•-�'.`.'.X(,[�................... �—� em.e`hu ✓ Assistant Secretary FS 3112/96) ' ADVERTISEMENT FOR BIDS Bid Number 99-55 Notice is hereby given that pursuant to an order by the CITY OF FAME 1 l EVILLE ARKANSAS sealed bids will be received at the City of Fayetteville, Purchasing Office, Room 306, 113 West Mountain Street, Fayetteville, Arkansas until 11:00 a.m.. Thursday. June 3. 1999 for the furnishing of all tools, materials, and labor and the performance of all necessary work in Fayetteville, f i Arkansas, consisting of: POPLAR STREET IMPROVEMENTS FAYETTEVILLE, ARKANSAS, BID NUMBER 99-55 All necessary work, materials, and every item of construction shall be in accordance with the plans, profiles, and specifications as approved by Public Works Department, City of Fayetteville, and Health Department. Said plans and specifications are on file in the office of the Engineer, MILHOLLAND COMPANY, Engineering and Surveying, 205 West Center, Fayetteville, AR 72701. Copies may be obtained from the office of said engineer upon the payment of $100.00 dollars. Unsuccessful bidders or non -bidders will be refunded $25_00 upon the return of undamaged plans and specifications within ten (10) days after the date of receiving bids. ,I Each contractor shall be responsible for the investigation, inspection, and studies of the project site as deemed necessary to familiarize themselves with all conditions to be encountered. All bidders shall be licensed under the terms of Act 150 of the 1965 Acts of the Arkansas Legislature. Each bid must be accompanied by a cashier's check or surety bond in an amount equal to five percent Ii (5%) of the whole bid. Said bond shall be issued by a surety company licensed to do business in the State of Arkansas. In the event the successful bidder fails, neglects, or refuses to enter into the contract for the construction of said work and furnish the necessary bonds within ten (10) days from '� and after the date the award is made, the Owner shall retain said check or bond as liquidated damages. All bids shall be sealed and the envelope addressed to the City of Fayetteville, Purchasing Office, Room 306,113 West Mountain Street, Fayetteville, Arkansas 72701, and marked on the lower left side of the bid envelope shall be the following information: Project name, date of bid opening, time of bid opening, bidding contractor's name and licensed number, and subcontractor's name and license number, if any. ' Bids will be opened and read aloud at the City of Fayetteville, in a room to be assigned, at 11:00 a.m., Thursday, June 3,1999, and shall be considered by the Owner, as may be necessary. The right '] to reject any and all bids, to waive any informalities, and to negotiate with any qualified bidder after J bid opening, shall be reserved to the discretion of the Owner. 'i No bidder may withdraw his bid within sixty (60) days after the actual date of the bid opening. In 11 INFORMATION FOR BIDDERS 1. Receipt and Opening of Bids: the City of Fayetteville. Arkansas. (herein called the "Owner"), invites bids on the form attached hereon, all blanks of which must be appropriately filled in. Bids will be received by the Owner at the City of Fayetteville, in a Room to be designated at a later time, until 11:00 a.m.. Thursday. June 3.1999 and then be publicly opened and read aloud. The envelopes containing the bids must be sealed, addressed to the Owner, and designated as bid for. POPLAR STREET IMPROVEMENTS Ii FAYETTEVILLE, ARKANSAS II The Owner may consider informal any bid not prepared and submitted in accordance with the provisions hereof and may waive an informalities or reject any and all bids. Any bid may be withdrawn prior to the above scheduled time for the opening of bids or authorized ' postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder may withdraw a bid within 60 days after the actual date of the opening thereof. The Owner reserves the right to decide which shall be deemed the lowest responsive and responsible bid. The bidder's reputation, financial ability, experience, and equipment shall be given due consideration. 2. Preparation of Bid: Each bid must be submitted on the prescribed form and accompanied by a performance record of the bidder regarding construction projects of similar nature (minimum 3) and also include the proposed subcontractor. All blank spaces for bid prices ,� must be filled in, in ink or typewritten, in both words and figures, and the foregoing performance record must be fully completed and executed when submitted. Each bid must be submitted in a sealed envelope bearing on the outside the names and license numbers of the bidder and the proposed subcontractor, addresses, and the name of the project for which the bid is submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. Uri The Engineer's estimate of quantities is approximate only, and shall be the basis for receiving unit price bids for each item but shall not be construed by the bidders as actual quantities required for the completion of the proposed work. Such quantities, however, at the unit and L. lump sum prices bid for each item, shall determine the amount of each bid for comparison of bids and the evaluation of the best bid for the purpose of awarding of the contract, and will be used as a basis for fixing the amount of the required bonds. IA copy of the project's proposal forms may be obtained as provided in the Advertisement for Bids. All papers bound with or attached to the proposal forms are necessary parts thereof and must not be detached. ii IJ Iii 1I it 1, J Bids which are incomplete, unbalanced, conditional, or obscure, or which contain additions not called for, erasures, alterations or irregularities of any kind, or which do not comply with the Information for Bidders may be rejected as informal at the option of the Owner. However, the Owner reserves the right to waive technicalities as to changes, alterations, or revisions and to make the award in the best interest of the Owner. Unit Price Bids: Bidders shall insert a unit price for each item of work listed in the Engineer's estimate of quantities of work to be done. Unit prices shall include amounts sufficient for the furnishing of all labor, materials, tools, equipment, and apparatus of every description, to construct, erect, and completely finish all of the work as called for in the specifications and shown in the plans. Unit prices bid and totals shown in. the Proposal shall include all costs of material testing, subgrade, base, paving materials, and all other construction materials. The price bid for each item must be stated in figures and in words on the bidding forms. In case of a difference in the written words and figures in a Proposal, the amount stated in the written words shall govern. All items in the Proposal shall bear a fair relationship to the cost of the work to be done. Bids which appear unbalanced and deemed not to be in the best interest of the Owner may be rejected at the discretion of the Engineer and/or the Owner. 3. S ,hcnntra s: The bidder is specifically advised that any person, firm, or other party to whom it is proposed to award a subcontract under this contract - a. Must be acceptable to the Owner after verification by the Engineer of a good current performance record; b. Must be licensed in the State of Arkansas to do construction work; c. Must have previously performed local projects of similar nature and type as the proposed project in a professional and satisfactory manner. Approval of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcontractor has submitted the evidence showing that it has fully complied with all reporting requirements to which it is or was subject The general contractor will be required to furnish the names of subcontractors and the amounts of their subcontracts as required by Act 183, Arkansas Acts of 1957. The subcontractor's name and license number shall appear on the outside of the sealed envelope. Subcontractors must be licensed according to the laws of the State of Arkansas. 2 1] INFORMATION FOR BIDDERS � 4. State Licensing easing Laws: Contractors must be licensed in accordance with the requirements of Act 150, Arkansas Acts of 1965, the "Arkansas State Licensing Law for Contractors". Bidders who submit proposals in excess of $10,000 must submit evidence of their having a ' contractor's license before their bids will be considered, and shall note their license number on the outside of the proposal. ' 5. Telegraphic Modif; ation• Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids, provided such telegraphic '•� communication is received by the Owner prior to the closing time, and provided further, the Owner is satisfied that a written confirmation of the telegraphic modification over the signature of the bidder was mailed prior to the closing time. The telegraphic communication should not reveal the bid price but should provide 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. If written confirmation is not received within two days from the closing time, ' 1 no consideration will be given to the telegraphic modification. 6. Method of Bidding, The Owner invites the following bid(s): Ii POPLAR STREET IMDROVE TENT •_. FAYETTEVILLE, ARKANSAS 7. Qualifications of Bidder The Owner may make such investigations as he deems necessary 'to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such ' bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the work contemplated therein. Conditional bids will not be accepted. Each bidder, if requested to do so by either the Owner or the Engineer, shall furnish satisfactory evidence of his competency to perform the work contemplated. The Owner reserves the right to reject a bid if the bidder has not submitted, upon request, a statement of his qualifications prior to the date of the opening of bids. I! The Contractor shall not assign or sublet all or any part of this contract without the prior written approval of the Owner nor shall the contractor allow such subcontractor to commence 'work until he has provided and obtained approval of such compensation and public liability _j insurance as may be required. The approval of each subcontract by the Owner will in no manner release the contractor from any of his obligations as set out in the plans, specifications, contract, and bonds. 'j 3 IJ Ii Ii INFORMATION FOR BIDDERS Before any contract is awarded, the bidder may be required to furnish a complete statement of the origin, composition, or manufacture of any or all materials proposed to be used in the construction of the work, together with samples, which may be subjected to the tests provided for in these specifications to determine their quality and fitness for the work. '" S. Bid Security: Each bid must be accompanied by cash, certified check of the bidder, or a bid f bond prepared on the form of bid bond attached hereto duly executed by the bidder as principal and having as surety thereon a surety company approved by the Owner, in the amount of 5% of the bid. Such cash, checks, or bid bonds will be returned to all except the three lowest bidders within three days after the opening of bids, and the remaining cash, checks, or bid bonds will be returned promptly after the Owner and the accepted bidder have ' executed the contract, or if no award has been made within 30 days after the date of the opening of bids, upon demand of the bidder at any time thereafter so long as he has not been notified of the acceptance of his bid. 9. Liquidated Damages for Failure to Enter into Contract: The successful bidder, upon his failure or refusal to execute and deliver the contract and bonds required within 10 days after he has received notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid. 10. Time of Completion and Liquidated Damages: Bidder must agree to commence work on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project with 260 consecutive calendar days thereafter. Bidder must agree also to pay as liquidated damages, the sum of $500.00 for each consecutive calendar day thereafter as hereinafter provided in the General Conditions. -' 11. Conditions of Work: Each bidder must inform himself fully of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his obligation to furnish all materials and labor necessary to carry out the provisions of his contract. Insofar as possible, the contractor, in carrying out 1 his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. • 12. Addenda and Interpretations: No interpretation of the meaning of the plans, specifications I. or other pre -bid documents will be made to any bidder orally. Every request for such interpretation should be in writing, addressed to MILHOLLAND Li COMPANY, Engineering & Surveying, 205 West Center, Fayetteville, AR 72701, and to I]be given consideration, must be received at least five (5) days prior to the date fixed for the opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the specifications which, if issued, will be mailed by 1i 4 I' INFORMATION FOR BIDDERS '� certified mail with return receipt requested to all prospective bidders (at the respective addresses furnished for such purposes), not later than three (3) days prior to the dated fixed for the opening of bids. Failure of any bidder to receive any such addendum or interpretation 171 shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the contract documents. { 13. Sec ri for Faithful P rfor,nan e: Simultaneously with his delivery of the executed contract, the contractor shall furnish a surety bond or bonds as security for faithful I.performance of this contract and for the payment of all persons performing labor on the J project under this contract and furnishing materials in connections with this contract, as specified herein. The surety on such bond or bonds shall be duly authorized by a surety companysatisfactory to the Owner. J 14. Power o_ _ f Attorney: Attorneys -in -Fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their Power of Attorney. ri 15. Notice of Special Condi inns: Attention is particularly called to those parts of the contract 'l documents and specifications which deal with the following: a. Inspection and testing of materials. ' b. Insurance requirements. c. Wage rates. Id. Stated allowances. 16. Laws and Reg ,lstinns: The bidder's attention is directed to the fact that all applicable Federal and State laws, municipal ordinances, and the rules and regulations of all authorities �_� having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. Applicable laws and regulations the contractor and subcontractor shall comply with and be familiar with are as follows (but not limited to): Wage and Labor laws. State unemployment compensation. Act 74 -Amend Act 275 of 1969 (Arkansas Statute 14-630). Withholding State and Federal Taxes. Anti -kickback Act of June 13, 1934,40 U.S.C. 276 (c). Equal opportunity provisions. Act 125 - Arkansas Acts 1965. pjThe contractor shall comply with all such laws and regulations and any amendments or modifications made thereto and shall include all such provisions with all subcontracts. 'i Ii 11 Lii ii Ii 1.1 11 r - Ii 11 The contractor shall abide by all Federal, State, and local laws governing labor. The contractor further agrees to save the Owner harmless from the payment of any contribution under the State Unemployment Compensations Act, and the contractor agrees that if he is subject to the Arkansas State Unemployment Act, he will make whatever contributions are required under and by virtue of the provisions of said Act. Minimum wage rates shall be equal to basic rates as established by common usage in the city and adjacent community for the various types of labor and skills performed. In case wage rates are specified in the contract documents, the rates as specified shall be the minimum rates which apply to the project. Whenever available, local common labor shall be used, and whenever practical, skilled and semi -skilled labor, if available, shall be used. The contractor and each subcontractor, where the contract amount exceeds $75,000, shall comply with the provisions of Act 74, as amended by Act 275 of 1969 (Arkansas Statute 14630). The provisions are summarized below. The contractor and subcontractor shall: a. Pay the minimum prevailing wage rates for each craft or type of workman and the prevailing wage rate for holiday and overtime work, as determined by the Arkansas Department of Labor. b. Post the scale of wages in a prominent and easily accessible place at the site of the work. c. Keep an accurate record showing the names and occupation and hours worked of all workmen employed by them, and the actual wages paid to each of the workmen, which record shall be open at all reasonable hours to the inspection of the Department of Labor or the Owner, its officers, and agents. The Owner shall have the right to withhold from amounts due the contractor so much of accrued payments as may be considered necessary to pay the workmen employed by the contractor or any subcontractor, the difference between the rates of wages required by this contract and the rates of wages received by such workmen. If it is found that any workman employed by the contractor or a subcontractor has been or is being paid a rate of wages less than the rate of wages required by this contract, the Owner may, by written notice to the contractor, terminate his right to proceed with the work or such part of the work as to which there has been a failure to pay the required wages and to prosecute the work to completion by contract or otherwise, and the contractor and his sureties shall be liable for any excess costs occasioned thereby. ii ii i INFORMATION FOR BIDDERS fl The contractor shall deduct and withhold Arkansas income taxes, as required by Arkansas law, from wages paid to employees, whether such employees are residents or non-residents of Arkansas. i'-1 When provided for in the specifications, the contractor shall comply with the regulations of the Secretary of Labor made pursuant to the Anti -kickback Act of June 13, 1934, 40 U.S.C. ii I 276(c), and any amendments or modifications made thereto and shall see that such provisions are included in all subcontracts. A copy of such provisions is included hereinafter in these specifications. Where Federal funds are used to pay a portion of the cost of a project, the prospective bidder will be required to comply with the provisions of Title VI of the Civil Rights Act of 1964 and Executive Orders 11246 and 11375, and, where applicable, shall include such provisions in subcontracts or purchase orders. Further, certain construction contracts are subject to 'e i compliance with Minority Business Enterprise requirements. Where provided forth the specifications, the contractor, as a part of his bid, shall complete forms relative to compliance, or participation with the above. IiThe attention of all bidders is called to the provisions of Act 125, Arkansas Acts of 1965. This act provides for payment for certain taxes on materials and equipment brought into the • state. It further provides for methods of collecting said taxes. All provisions of the act will be complied with under this contract. ,J 17. Insurance: During the life of this contract, the successful bidder shall carry insurance as hereinafter set out. Also, he shall require all of his subcontractors to carry insurance as outlined below, in case they are not protected by the policies carried by the prime contractor. Insurance companies underwriting the required insurance shall be licensed in the State of :1 Arkansas. f Insurance is to be approved by the Owner. If any insurance contracted for becomes f unsatisfactory or unacceptable to the Owner after the acceptance and approval thereof, the contractor shall promptly, upon being notified to that effect, execute and furnish acceptable insurance in the amounts herein specified. Upon presentation of acceptable insurance, the '!J unsatisfactory insurance may be canceled at the discretion of the contractor. The contractor shall have his resident insurance agent submit to the Owner, through the Engineer, a schedule of insurance policies proposed to be furnished, which shall be approved 'before certificates of insurance and/or policies are issued. Once the Owner has concurred in the proposal of insurance coverage, the contractor shall then furnish to the Engineer, in LI the name of the Owner, certificates of insurance for the following: '. i 7 11 INFORMATION FOR BIDDERS a. Workmen's Compensation: Workmen's Compensation, as required by the laws of the state in which the work is being done, shall be furnished. In case any hazardous occupations are required for the execution of the work which are not covered by the above insurance, special employer's liability policies shall be obtained to cover workmen engaged in such hazardous occupations. b. Contractor's Public liability Insurance and Property Damage Insurance: This insurance shall provide bodily injury of $1,000,000 for each person and $2,000,000 for each accident, and property damage of $1,000,000 for each accident. This insurance shall be endorsed to cover explosion, collapse and underground hazards, .and blasting. C. Motor Vehicle Ptihlic Liability and Property Damage Tns iranr : This policy shall provide bodily injury of $1,000,000 for each person and $2,000,000 for each accident; and property damage of $1,000,000 for each accident. d. Owner's and Engineer's Contingent Protective Liability Insurance: The contractor I{ shall indemnify and save harmless the Owner and Engineer from and against all 1 losses and claims, demands, payments, suits, actions, recoveries, and judgments of every nature and description brought or recovered against them by reason of the work, in the guarding of it, and construction staking. The contractor shall obtain in the name of the Owner and Engineer (either as co-insured or by endorsement), and shall maintain and pay the premiums for such insurance in an amount not less than■Jt $1,000,000 property damage and $1,000,000 bodily injury limits, and with such provisions as will protect the Owner and Engineer from contingent liability under 1 this contract. No clause shall be construed in any form or manner to waive the Tort j Immunity as set forth under Arkansas State Law. • e. Builder's Risk Insurance: [X] Optional [ ] Required Ui The contractor shall procure and maintain, during the life of the contract, builder's • risk insurance (fire, lightning, extended coverage, vandalism, and malicious mischief) on the insurable portion of the project on a 100% completed value basis against damage to the equipment, structure, or material. The contractor, his subcontractors, and the Owner shall (as their interests may appear) be named as the U insured. REQUIRED BY CONTRACTOR PRIOR TO "NOTICE -TO -PROCEED". f. All -Rick floater Insurance: [X] Optional [I Required J Until the project is completed and is accepted by the Owner, the contractor is required to maintain an all-risk installation floater policy. '; 8 Ii U INFORMATION FOR BIDDERS The contractor shall submit to the Owner written evidence of insurance upon the entire work at the site to the full insurable value thereof, including the interests of the Owner, the contractor, the sub -contractors, and any others with an insurable interest. The policy shall insure against all risk of physical damage except as modified by the contract documents and subject to the normal all-risk exclusions. The policy, by its own terms or by endorsement, shall specifically permit partial or beneficial occupancy prior to the completion or acceptance of the entire work. g. Other Other Insurance: The contractor is to protect the Owner against all loss during the course of the contract. If, due to the nature of the project, insurance coverage other than that specified above is needed by the contractor to protect the Owner against all losses, the contractor is responsible for determining the type of insurance needed and purchasing same. ' f18. Performance Bond and Payment Bond: The contractor shall furnish both a surety •1 performance bond and a payment bond, each equal to one hundred percent (100%) of the contract price. The performance bond and payment bond shall be two totally separate bonds and shall bear two different bond numbers. 'The contractor is to pay all expenses in connection with the obtaining of said bonds. The bonds shall be conditioned that the contractor shall faithfully perform the contract, and shall pay all indebtedness for labor and materials furnished or performed in the construction and I.installation of such alterations and additions as prescribed in this contract. In Arkansas, prevailing law requires that performance and payment bonds on public works I+ contracts shall be executed by a resident local agent who is licensed by the Insurance ` Commissioner to represent the surety company executing said bonds, and filing with such bonds his power of attorney as his authority. The mere countersigning of the bonds will not ' be sufficient. '• The date of the bonds, and of the power of attorney, must not be prior to the date of the � contract. At least six copies of the bonds shall be furnished, each with power of attorney attached. J19. Method of Award - Lowest Qualified Ridden- If at the time this contract is to be awarded, the lowest base bid submitted by a responsible bidder does not exceed the amount of funds then established by the Owner as available to finance the contract, the contract will be awarded on the base bid only. If such bid exceeds such amount, the Owner may reject all bids or may award the contract on the base bid combined with such deductible alternates Il applied in numerical order in which they are listed in the Form of Bid, as produces a net J amount which is within the available funds. In the event there is two different items for a I9 stn INFORMATION FOR BIDDERS ' specific Bid Item, the Contractor is to choose only one item to extend as their Base Bid. The Contractor can complete the item not extended, but this will not effect the basis in selecting the lowest qualified bidder. 20. Oblieation of Bidder. At the time of the opening of bids, each bidder will be presumed to have inspected the site and to have read and to be thoroughly familiar with the plans and contract documents (including all addenda). The failure or omission of any bidder to examine any form, instrument or document, shall in no way relieve any bidder from any obligation in respect to his bid. 21. Safety Standards and Accident Prevention: With respect to all work performed under this contract, the contractor shall: a. Comply with the safety standards provisions of applicable laws, building and ,ti construction codes, and the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America, the requirements of the Occupational Safety and Health Act of 1970 (Public Law 91-596). - b. Exercise every precaution at all times for the prevention of accidents and the protection of persons (including employees) and property. C. Maintain at his office or other well-known place at the job site, all articles necessary for giving first -aid to the injured, and shall make standing arrangements for the '� immediate removal to a hospital or a doctor's care of persons (including employees) • who maybe injured on the job site. In no case shall employees be permitted to work l at a job site before the employer has made a standing arrangement for removal of • I injured persons to a hospital or a doctor's care. 22. STORM WATER PERMIT: General Contractor shall submit a written "NOTICE -OF - INTENT" to the director of Arkansas Department of Environmental Quality (ADEQ), requesting authorization to discharge Storm Waters from the development site into Receiving Waters in the State of Arkansas. Contractor shall be responsible for compliance with the provisions set forth in the Arkansas Water and Air Control Act (Act 472 of 1949, as amended, Arkansas Code Ann. 8-4-101 et seq.), and Clean Water Act (33 U.S.C. 1251 et. seq.). A copy of said "NOTICE -OF -INTENT" and the ADEQ's Permit shall be provided to the Owner prior to the "NOTICE -TO -PROCEED". 23. MAINTENANCE BOND REQUIREMENTS: Prior to Final Payment, a Maintenance Bond shall be provided by the Contractor, in accordance to the requirements of the Governing Agency to which the project is a part, which are itemized, as follows: ',_! 10 L ■.I INFORMATION FOR BIDDERS a. City of Fayetteville: one (1) year in the amount of fifty percent (50%) of construction costs. b. City of Springdale: one (1) year in the amount of fifty percent (50%) of construction costs. c. Washington County: one (1) year in the amount of fifty percent (50%) of construction costs. All other bonds shall be one (1) year in the amount of fifty percent (50%) of construction '1 costs. 24. CHANGED OR EXTRA WORK: The OWNER, through a Change Order prepared by the ' Engineer, reserves the right at any time during the progress of the work to make necessary J alterations of, deviations from, additions to, or deletions from the Contract, or may require the Performance of Extra Work not covered by the Contract Documents, but forming a part ,l of the Work contracted for, provided however, the Contractor shall not proceed with any 11 such Changed or Extra Work without a Change Order. 'l The nature and extent of the Proposed Changed or Extra Work shall be defined in writing • with a Change Proposal Request (CPR) by the Engineer and submitted with a written request to the Contractor to indicate any change in Construction Contract Cost or Time for the Ito Changed or Extra Work. 'i The contractor shall return the CPR to the Engineer with a detailed cost breakdown. The J Engineer may then submit the CPR to the Owner with a recommendation regarding acceptance. IIf the Owner accepts the CPR, the Engineer will notify the Contractor and prepare a written ' Change Order. 25. RTC:HT OF OWNER TO TERMINATE CONTRACT: Should it appear at any time that the work is not being prosecuted with sufficient competence or rapidity to insure proper completion of the work within the stipulated time, and, if after 10 consecutive calendar days following written notice to the Contractor and the Surety, he fails to increase the quality or the quantity of his work, or both, the Owner reserves the right to annul and cancel the Contract and re -let the work or any part thereof, or at the Owner's option to complete it by day labor. The Contractor shall not be entitled to any claims for damages on account of such annulment, and he will be held liable for costs and expenses incurred in re -letting or otherwise completing the work under the contract. All money due the Contractor will be retained until the work is completed and all expenses and costs have been deducted and any money due the Owner, after such deductions have been made, shall be paid by the Contractor or his Surety who hereby agrees to these provisions. ' 11 I I ii Li UNITED STATES Ii 11 I] i1 U BID BOND KNOW ALL MEN BY THESE PRESENTS: THAT Jerry D. Sweetser, Inc. --------------------------._.__. _....... COMPANY BOND NUMBER of .........Fayetteville,, Arkansn$........................................ GUARANTY COMPANY, a Maryland corporation, as Surety, are held and firmly bound City of Fayetteville, Arkansas Five Percent (5%) of Bid as Obligee, in the full and just sum of ......................................................... ................. as Principal , and UNITED STATES FIDELITY AND Dollars, lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal is herewith submitting its proposal for furnishing all labor and materials for Improvements for Poplar Street, Fayetteville, Arkansas. THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of the contract, then this obligation to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof. Signed, sealed and delivered...... June .Q..... (Date) JerrZSwee D. r nc. ..................J........................................(SEAL) .. ...........................................(SEAL) President UUNNNIITED STATES FIDELITY AND GUARANTY COMPANY Robert M. Davis Attorney -in -fact 1874324 United States Fidelity and Guaranty Company /% U S F+G� Power of Attorney No. 106636 Know all men by these presents: That United States Fidelity and Guaranty Company, a raporauon organized and existing under the lava of the State of Maryland and having its principal office at the City of Baltimore. in the State of Maryland. does hereby console and appoint A. P. Eason, Jr. and Robert M. Davis of the Cityof Fayetteville . State of Arkansas its true and lawful An oeyjsHn-Fact each in their separate apadty if more than one is named above. to sign its r me as surely tc and to emote, seal and actrmvAedge any and all bonds. undertakings. cormaets and other written ilimmmns in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of person guaranteeing the performance of conbatts: and ezewdng or guaranteeing bonds and undertakings reQwmd or permitted in any actions a proceedings allowed by law. In Witness Whereof, the said United Stares Fidelity and Guaranty Company, has caused this instrument to be sealed with its corporate seal. duly attested by the sigrmnrra at its vice President and Assistant Secreary, this 22nd day of January .&D.1993. N� United Spates Fidelity and Guaranty Company, (Signed) By ------------Y47 iNii t:. ..... ........... Yce President (Sid) By ........ Sets of Maryland ) ,�L tent Secretary Battmore - t' • • 1 a ic .itIVi. •.Iui Ii •____ nil. c• ••Y_•1 - m•o .W.u: • v C a. - r • r. i�'• .. JI r I.I I." •. -1 •I r I I• ! •• • 1• u. /j1Y. !. • 1 .S. 11.Y •• lu Ir• 1. III � �Ia11 •i Ica I 1 �•. 1 :. • - 11 1 l I.n11 •n I IS I 1 N 1 r My Commissi , expires tae 1st day • (Si This Power of Attorney is granted antler andity authority of the fdlowing Resoludmu adopted by de Board of Directors of the United States Fidelity and Gunny Company m September 24.1992: Resolved, that in mraccdah with de fidelity and surety insunrre business of the Canpany. all Im4s. nsderatogs. cuaaob and other instruments rehti g to said business maybe signed. emotet and acknow1edge by psi .oa a elntdes -,,.ed as A•r---neAsHn-Fa¢ p usuant in a Poem of Attorney isued in accordance with these resdutions. Said Powells) of Autrey band an behalf of the Company may and shall be executed in the rmre and on behalf of the Company. either by to Chairman. or the President or an Emotive Vim President a a Sarin Vice Resident or a We President or an Assistant Kce Resident, jointly with the Secretary a an Assistant Secreary, under teir respestte designada. The signature of such officers apav ers may be eed. printed or lithographed The signature of each of the foregoing offces and she �Company may be affimd by facsimile to any Power of Attorney or to any certhnte relating thereto appounting Attmey(s) in -Fact for purposes only of and bonds and idea emanta aiesdrhg hrgs and ode wrida}s obligatory in the nature dereof. and subject to any liniapohi set forth ticrein, any ship Power of Atp7rcy or certfinm bearing such facsimile signature or facsimile seal shall be valid and biding upon the Company and any such power so emonted and cerrified by such facsimile signature and facsimile seal stall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly atadretl. Resolved. That ArmirwAsHn-Fact shall have the power and authority. and, in any case, subject to the tern and limiatiai of the Rower of Atmncy issued to them, to exectrte and deliver on behalf of the Company and to attach the seal of the Company to any and all hods and underokings. and oder writings oblk.y in the nature t e t, and any such bitrnanent amrted by such Attomey(sHn Fact shat be as binding upon the Comely as t signed by an Execvdve Office and seated and attested to by the Secretary of the Company. I. Tinas E. Hdbregtse. an Assistant Secretary of the United Sups Fidelity and Guaranty Company, do hereby certify that the foregoing are rue sco from the Resdutiora of the said Company as adopted by its Board of Directors on September 24.1992 and that tae Besolutan are in full face and effect I, the undersigned Assistant Secretary of the United States Fidelity and Guaranty Company, do h webs With that the foregoing Power of Attorney is in full face and effect and has in been revoked. In Testimony Whereof. I have hemmto set my hand and the seal of the United States Fidelity and Guaranty Company, on this day of .19 ``'' // .Nry4ab .T.`..^.'..2. c_7�.4. ............................ , Assistant Secteary � tope p FS 3112/96) I I I L Instructions to Bidders STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1) Name of Bidder. Jerry D. Sweetser, Inc. 2) Permanent main office address. 590 West Poplar, Fayetteville, AR 72703 3) When organized. 1967 4) If a corporation, where incorporated. Arkansas 5) How many years have you been engaged in the contracting business under your tpresent firm or trade name? 30 years ' 6) Contracts on hand. (Schedule these, showing amount of each contract and the appropriate anticipated dates of completion.) See attached list ' 7) General character of work performed by your company. Excellent 8) Have you ever failed to complete any work awarded to you? No 9) Have you ever defaulted on a contract? If so, where and why? No I10) List the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. City of Springdale - 40'" Street - $939197.40 - June 1997 Elkhart Products Corp. - Parking lot, base, asphalt -$203183.96- July 1997 Cargill - Jefferson Street Improvements - $228834.22 - December 1997 ' City of Fayetteville - Joyce Street - $676413.80 - February 1998 Julian & Jane Archer - Bois D'Arc Subdivision - $900000.00 - December 1998 11) List your major equipment available for this contract. A complete list of our equipment is available upon request ' 12) Experience in construction similar in size to this project, along with project J 13) Background and experience of the principal members of your organization, including the officers. Jerry D. Sweetser - CEO William G. Sweetser - President 1 [_] 1 1 I I I I [1 I Sharon J. Sweetser - Treasurer Gary Tyree - General Superintendent - 25 years experience in highway and and heavy construction. 14) Credit available: 15) Give bank reference: $Unlimited Nation's - Phil Whitehead 16) Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the Owner? No Pt Dated at (n -le — ! / this day of � 9 I I 05/25/99 09:36 FAX 501 443 4707 PIU:OU1n:IPt€i 1 F1 1 t I I I I Li U I I I C I I I I "iLd Canprny Crr" ' 12nS& ing &S rvey'ny Melvin I_ Milholland, Owner REGISTRATIONS: PEAR, OK. MO PLS: AR OK POPLAR STREET IMPROVEMENTS ADDENDUM No. 1 E-490 CHANGE IN PROCEDURES OF BIDDING PROCESS BYMILHOLLAND ENGINEERS ♦ CONSTRUCTION STAKING PROCEDURE: Contractor shall provide all "CONSTRUCTION STAKING" for all Bid Items from CONTROL and BENCH MARKS PROVIDED BY THE ENGINEER Data provided by the Engineer shall be Street P.I.'s, BM's and Sanitary Sewer Cut Sheets and Stake Out. During and After Construction of all Bid Items, Engineer shall provide "AS -BUILT" Plans and Data to show Compliance with Plans and Specifications. No changes in Elevation nor Horizontal alignment shall be accepted after construction. Changes during construction shall NOT be accepted without first obtaining approval of Engineer in writing prior to constructing said changes. ALL Re -Engineering and Revisions to the project plans, if approved, shall be paid by the Contractor to the Engineer. appropriate location in the specifications. I - 6 - 7f - Date 205 West Center Street, Fayetteville, Arbnsas 72701; Phone: (501) 443-0724; Far (501) 443-4707; E-mail: mdholbndco@jano.mm I =./27/99 i 11:00 FAX 501 443 4707 MILHOLLAND CO. iii I I 11 I I I 1] [1 I I I L I Please note the following for this project: 1. Part "C" Bid Items I.A. &L B. have been restructured. Mark through the original items and attach this sheet Include the extended amounts in the total for Part "C".See the following page for details. 2. Part "C" Bid Items VIII.4.A(Remove and Relocate Existing 6' Chain Link Fence - 470 L.F.), do not provide a unit price for this bid item and write in the term"N/A" Acknowledge Addendum #2 by signing and attaching these pages in the appropriate location of the bid documen Signature of Bidder Date 11 Li I I I 06/01/99 11:15 FAX 501 443 4707 MILHOLLAND CO. ADDENDUM #3 POPLAR STREET IMPROVEMENTS Please note the following for this project: _. ... 2002 .. _. 1. Part "C" Bid Item III.G ( Pavement Marking for Poplar Sued) is c ciiird u, ineiuuc ___.y.. c;;s dcub5_ yc!k .;. i:._c with hot thermoplastic markings from Leverets Ave to Gregg St per City of Fayetteville Traffic Dept. There are no crosswalks planned for this p:u ect 2.Thebido:'eninzha±beenpostponeduntilJune 10, 1999 @ 11:00 a m. Bids will bereceived in City Hall Room 306 prior to bid opening 3. The City intends to award the contract but not issue a formal notice to procec4 until all uzilitics( gas , telephone and electric) have been relocated . In areas of the project where work can be performed we encourage work to be ongoing but no time will be charged until the font4 Notice to Proceed is issued. I ^-cfrc ' c Aridendnm lt; by signing an^ :rtaching this page in the appropriate location of the 1 bid documents. • Signature of Bidder Date I I.1 I I I ii I I1 li 1i Ii 11 U] Ii 1 1i I1 I I BID FOR UNIT PRICE CONTRACTS Place: City of Fayetteville. Room # Date: June 3. 1999 Project No.: E-490 Proposal of JERRY D. SWEETSER, INC Po (hereinafter called Bidder)* a corporation, organized and existing under the laws of the State of ARKANSAS * a partnership, or an individual doing business as To the CITY OF FAYETTEVILLE, (hereinafter called OWNER). Gentlemen: The Bidder, in compliance with your invitation for bids for the construction of POPLAR STREET IMPROVEMENTS, having examined the plans and specifications with related documents and the site of the.proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the contract documents, within the time set forth therein, and at the prices stated herein. These prices are to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is a part. Bidder hereby agrees to commence work under this contract on or before a date to be specified in a written NOTICE TO PROCEED of the Owner and to fully complete the project within 260 consecutive calendar days thereafter as stipulated in the specifications. Bidder further agrees to pay as liquidated damages, the sum of $500.00 for each consecutive calendar day th9reafter. Bidder acknowledges receipt of the following addendum: 44/ IBidder agrees to perform all the work, described in the specifications and shown on the plans, for the following unit prices: *Insert corporation, partnership, or individual as applicable. I I' POPLAR STREET IMPROVEMENTS FAYETTEVTLLE, ARKANSAS May, 1999 CONTRACT BID DOCUMENT: Contractor shall incorporate in project bids, Unit Prices for compliance with Act 291 of the 79th General Assembly enacted on March 1, 1993, for "EXCAVATION SAFETY SYSTEMS". Unit Price Bids for all Trenching in Parts A, B, C, and D shall include costs for anticipated EXCAVATION SAFETY SYSTEMS" as specified in Act 291, in reference to The Occupational Safety Health Administration Requirement 29 CFR 1926, Sub -Part P. Signature o i er Date /vim // `/ II I IJ 11 1 I 11 I I! I ACKNOWLEDGMENT FOR POPLAR STREET JMPROVEMENTS FAYETTEVILLE, ARKANSAS May, 1999 CONTRACT BID DOCUMENT: "No buildings, trailers, sanitary facilities or any other type of structure shall be placed upon the right-of-way, permanent or temporary easements without prior written approval from the City and the property owner. "No buildings, trailers, sanitary facilities or any other type of structure shall be placed upon the permanent or temporary easements located at Poplar/Birch (the Campbell property)." IT u ii u I m°ZfldC �+REGISTRATIONS: Cn meeting C7Surueying PE: AR, OK, MO Melvin L Milholland, PE, PLS PLS: AR, OK CONTRACT BID DOCUMENT POPLAR STREET DRAINAGE IMPROVEMENTS IARTICLE 14 PAYMENT TO CONTRACTOR AND COMPLETION. ;l SC 14.2 Application for Progress Payment Paragraph 14.2 of the General Conditions is hereby 1 PJ deleted in its entirety and the following substituted in its place: SC 14.2.1. Monthly estimates will be prepared to include all work accomplished for the period ending the third Friday of each month; or Sc 14.2.2. Progress Payments will be prepared at regular intervals, as scheduled by joint consent ' i of the CONTRACTOR and the ENGINEER at the pre -construction conference. SC 14.2.3. The ENGINEER, based upon data gathered during the construction process, will make 'an estimate of the value of the work done and materials furnished in place during the previous estimate period. The CONTRACTOR shall furnish to the ENGINEER such detailed information including invoices from material suppliers as the ENGINEER may request to aid in the preparation of the progress payment estimate. All payment requests are subject to retainage as determined by the ENGINEER Retainage shall be 10% of said estimate until 50% of the work has been fully , completed. At 50% completion, further partial payments shall be made to the CONTRACTOR in j full with no additional retainage unless the ENGINEER determines that the project is not progressing satisfactory, in which case additional retainage may be retained to a maximum of 10%. When the work is substantially completed, any retained amount may be paid to the CONTRACTOR except the OWNER shall retain an amount sufficient to cover any work not yet completed. The release of retainage will be determined by the ENGINEER. If the OWNER or ENGINEER shall at any time 1 fail to make the CONTRACTOR a monthly estimate at the time herein specified, such failure shall not be held to violate or void the Contract Note, the failure of the CONTRACTOR to provide an • accurate and current schedule update shall be reason to reject CONTRACTOR'S request for progress payment SC 14.4. Review of Applications for Pro ess Pavnient. Delete the last sentence of paragraph 14.4 of the General Conditions and replace with the following: After the required internal reviews and processing by the City of Fayetteville, the City will diligently proceed to make payment to the CONTRACTOR, in accordance with the approved payment request, within 30 days. All efforts will be made to make payments within the 30 day period, but the City cannot guarantee the 30 days maximum time. Please sign the following page to Acknowledge reading and understanding of the above. i 205 West Center Street, Fayetteville, Arkansas 72701; Phone: (501) 443-4724; Far (501) 443-4707; E-mail: mithollandco@juno.com POPLAR STREET IMPROVEMENTS FAYETTEVILLE, ARKANSAS May, 1999 ii The preceding page, a portion of "Article 14- Payment to Contractor and Completion" regarding pay 1; l estimates and terms of payment from the City of Fayetteville, supersedes Section 1-23 of the General Conditions of the Project Specifications. i 1 ii ii 11 1i 1! ACKNOWLEDGE, by signature of Bidder as part of the project specifications. TO OWNER and ENGINEER: I, the Bidder, do hereby acknowledge the receipt of and the understanding of the preceding "CONTRACT 59 DOCUMENT" and incorporate the same with the Contract Documents. i 6- f- !! Date J ji UCONTRACT PART "A" - WATER DISTRIBUTION SYSTEM ' ITEMS: All Items Complete in place, including all labor, materials, bonds, insurance, equipment, fittings, and unforeseen items, constructed in accordance with the City of Fayetteville's Specifications and Requirements, and as shown on plans, including clearing, grubbing, cleanup, pipe bedding, tracer wire and testing. I ii NOTES: 1. Excess Selected Fill Material such as "HILLSIDE" CHERT, excavated in Ii PART "A" shall be incorporated into Part "C" as Fill Material as Subsidiary to other Items of this Contract 2. Subsidiary to other items of the Contract, all "OFF -SITE" and "ON -SITE" damaged yard areas shall be cleared of all rock and debris and covered with 4" On -Site Top Soil, seeded, fertilized, mulched, and watered for ALL - SEASONS successful growth. 3. SB-2 Base Backfill for Contract Part "A" Bid Items shall be paid under Contract Part "C" Bid Item No. V. I I. VALVE BOX GRADE ADJUSTMENT: Adjust Existing Gate Valve Boxes to match Street Surface per Detail Sheet, 7 each C� i new Met, h.yndr«( ($.C ) per each $Z)_ II. WATER MAIN RELOCATION: Lower Existing Water Main per Detail on Detail Sheet of Plans, including all fittings, thrust blocks, clearing & grubbing, pipe 1 bedding, cleanup, testing, and other appurtenances under the supervision of the City of Fayetteville Water Department, including 48 hour notification to all affected residents due to interruptions in water service, complete in place, 4 each @ t.i -.1 �rwz�`l� .5tps ! l�.ctne�n (S 1per each I) III. FIRE HYDRANT ASSEMBLY RELOCATION ISTA. 19+701: Relocate Existing a Fire Hydrant Assembly to Right -of -Way per plans and specifications including lowering hydrant branch for storm pipe installation, Lump Sum Sr�ecl` %1a�i/red ( cs%� ) perL S $ II ed SUB -TOTAL ..............................................$ ✓ 1 l E-490 1 4/27/99 I IT Ii 11 'i I CONTRACT PART "A" - WATER DISTRIBUTION SYSTEM " 1V. WATER METER RELOCATION: Relocate Existing Single and/or Double Water Meters and Boxes to Right -of -Way including water service reconnection and 48 hours notification to affected residents, 11 each @_ V. WATER SERVICE LINE RELOCATION: Lower Existing Service Line including all fittings, clearing, bedding, cleanup, testing, and appurtenances under the supervision of the City of Fayetteville's Water Department, including 48 hour notification to affected residents, complete in place, 4 each @ ' __ ' - 3,_r24(# SUB -TOTAL ............................................ $ %SLY • **********s****s***********s*****s****************** TOTAL AMOUNT BID - CONTRACT PART "A" �q9�2 *ssssssssssssssssssss*************s*************s*** E-490 4/27/99 I • CONTRACT PART "B" - SANITARY SEWER SYSTEM ITEMS: All Items Complete in place, including all labor, materials, bonds, insurance, equipment, fittings and unforeseen items, constructed in accordance with City of TI Fayetteville's Specifications and Requirements as shown on plans, including clearing, grubbing, cleanup, pipe bedding materials and testing. NOTES: 1. Excess Selected Fill Material such as "HILLSIDE" CHERT, excavated in PART "B" shall be incorporated in Part "C" as Fill Material as Subsidiary to i I other Items of this Contract. 2. Subsidiary to other items of the Contract, all OFF -SITE damaged yard areas with 4" On -site top soil, seeding, fertilizing, mulching, and watering for la ALL -SEASONS successful growth 3. SB-2 Base Backfill for Contract Part "B" Bid Items shall be paid under Contract Part "C", Bid Item No. V. i1 I. PIPELINE CONSTRUCTION: Furnish and install, per plans and specifications, Sanitary Sewer mains, complete in place. Each Unit Pipe Bid shall include all ILI detectable tape, fittings, plugs, clearing, grubbing, pipe bedding, cleanup, and testing as follows: ' A. 8" SDR-26 PVC Pipe, 240 L.F. @ r per L.F. s8fa II. MANHOLES: Standard Cast -in -Place concrete manholes with C.I. rings and lids, including labor, materials, base, testing, grouting, adjustments, etc. (Manhole Rings 1 shall be 300 Ib. in paved areas and 250 lb. in unpaved areas.); Also, it is the } Contractors responsibility to prevent sewer from backing -up into adjacent residents: ' % A. Manhole No. 2: Construct Manhole No. 2, Complete -in -place, • Connecting to an Existing 6" Clay Sewer Main in accordance with and under the supervision of the City of Fayetteville for a total of 6.0 V.F. in height, Lump Sum @ T o 7vu-a.sn -�— ($ ) per L.S. B. Manhole No. 3: Vertical Footage 6.0 V.F., complete in place, Lump Sum©__________________________ (floC ) per L.S. $ SUB -TOTAL .............................................. E-490 1 4/27/99 1 1l 11 1_ CONTRACT PART "B" - SANITARY SEWER SYSTEM IL MANHOLES. Cont. C. Existing Manhole No. 4 Connection: Connect new 8" Sewer Main to existing Manhole No. 4, Lump Sum @ygQ N/HC /yu'cY4ya PO/4w ($ 4) . ) per L.S. $ IU MANHOLE RING & LID ADJUSTMENT: Adjust Existing Manhole Ring & Lids to Match New .Street Grade, 7 each 76e.e ?.pfeco flalti ($300 ) per each $ 02%cc, STEEL ENCASEMENT: Furnish and Install, per plans and specifications 14" Steel Encasement, complete in place. 30 L.F. © per L.F. $ SO V. SANITARY SEWER SERVICE LINE RELOCATION: 4" Tap Existing Sanitary Sewer Main & Install New Service Line to match Existing Service Line's Size & Elevations, complete with new clean -out and plug for abandoned service SUB -TOTAL ..............................................$ s*s*ssssss******s*ss*ss*s*ss**s*sssssssss*s*s**s*s*s tTOTAL AMOUNT BID - CONTRACT PART "B" .................. $ J O. *s*sssssss*ss***s*s**s*s*s********sss*s**s**ss*sss*s 11 I I 11 E-490 2 4/27/99 CONTRACT PART "C" - STREET & STORM DRAINAGE 'i 1 ITEMS: All Items Complete in place, including all labor, materials, bonds, insurance, equipment, fittings, and unforeseen items, constructed in accordance with the City of Fayetteville Specifications and Requirements and as shown on plans, including ' clearing, grubbing, cleanup, repair of damaged yard surfaces, and testing. NOTE: The Contractor shall provide at his expense and subsidiary to other , V items of this Contract, the following data and tests: L Subgrade of Street Section: a. Soil Classification & Gradation b. Atterburg Limits E.' c. Proctor Data d. Densities e. California Bearing Ratio (CBR) Test " IL Base of Street Section: a. Proctor Data ,'I b. Densities M. Street Surface: a. Asphalt Thickness, Cores, Densities and Laboratory Data. b. Concrete: Thickness, Cores, Cylinders and 1 Compression Tests for 7 days and 28 days Breaks IV. Designated Fill Areas: a. Soils Atterburg Limits b. Proctor Data iT c. Densities All OFF -SITE and ON -SITE damaged surface areas shall be cleared of all rock and debris and covered with 4" On -site TOP SOIL. seeded or sodded, fertilized, mulched, and watered for successful growth to match existing ground cover. Ii Ij ' E-490 I 4/27/99 Lii I - '27/99 11:00 FAX 501 443 4707 MILMOLLAND CO. 1x003 • 1 ADDENDUM #2 POPLAR STREET IMPROVEMENTS 1 PART "C" I. CONSTRUCTION EARTHWORK: In accordance with plans and specifications for said project and prior to Utility Construction across street sections, Contractor shall construct rough subgrade from center line control. ' A. Clearing, grubbing, fence removal, disposal, backfill, and backsloping, and classified and unclassified excavation in the amount of approximately 3,300 C.Y. of which approximately 1,000 C.Y. is "Classified" Excavated material to be used 1 as ON -SITE "SELECT" FILL MATERIAL and the remaining "CLASSIFIED" EXCAVATED materials to be used in DESIGNATED "FILL AREAS" within the limits of the project•, Contractor shall FIRST STRIP AND STOCKPILE THE 1 "TOP SOIL" ONLY ; THEN Cut to the design subgrade elevation; THEN the Engineer and Contractor shall determine which Sections may require Under Cutting and backfill with Classified Material; Some Drainage Ditches as shown on the plans shall be cleared, stripped and backfilled with "Classified "Material compacted to 90% Standard Proctor: On -Site: - 3,300 C.Y. ,Y J(?I'€ 7144112' S%K 1 (S. 3YMt1per Lump Sum $ J `•B.1. UNDERCUT and Provide Compacted "Hillside" sub -base material from OFF -SITE Source(OFF-SITE identified as material • purchased from others than the Owner); unit price per Truck Yard shall include the required Excavation, disposal of soil materials '• and provide compacted "Hillside" Material meeting subgrade requirements for the City of Fayetteville; OnSite: - 6,500 T.Y. @ 3t/!e ZbfAR S (5/2 . ) per T.Y. 1 8.2. "HILLSIDE" Fill for Street Sections, AND "As Needed", designated "FILL AREASTM, to supplement "On -Site" Excavated Fill Materials and to obtain Finish Grades of Streets and adjacent Lots; Approximately 1,000 Truck Yards @ Auk D6>l �t2 /� —� ($7' ) per T.Y. $ 92SO 1 ' PAGESUB-TOTAL------------------------- ---------$ /�27,3S0 1 II - CONTRACT PART "C" - STREET & STORM DRAINAGE L CONSTRUCTION EARTHWORK: In accordance with plans and specifications for said project and prior to Utility Construction across street sections, Contractor shall construct rough subgrade from center line control.,, I. *A. Clearing, grubbing, fence reqz6val, dispo1, backfill, and backsloping, d classified and unclassified excavatio in the amoyht of approximately 9,000 C3C of which approximately 1,000C.Y/is "ClassifiExcavated material to be use44s ON -SITE 'SELECTED" FILL MXTERIALand eremaining"CLASSIFIED" CAVATED materials to be used DESIGNA D "FILL AREAS" within a limits of the project; Contractor shall FIRST §tRIP AND STOCKPILE "TOP SOIL" ONLY; THEN U der Cut to a m)fiiinum depth of 24" under a design subgrade elevation; THEJJ4 the Engineer 1d Contractor shall determin hich Sections may require furth�IUnder Cutting qIid filled with Classified Ma dial: * *B. iiE 490 14 C. Some Did rage Ditches as backfilled with Classified On -Site: - 9,000 C.Y. Compacted " ide" sub9 as identified as aterial puythasi price per 7ruck Yazd shall Excavatiand disposfil of soil "As Reqdired by En neer"; on the plans shall be ,al compacted to 90% al from OF others thVn the the rea6ired ' c1Oared, stripped and tandard Proctor. Lump Sum $ :SIDE" Fill 9w Street Sec ons, AN� "As Need", desidnated AREAS", 'suppleme "On -Si" Excavat� Fill Mhjenials tin Finish ades of Str is and a jacent Lo , Appro ' ately Truck Y ds @ / er T.Y. $ MAINTENANCE OF TRAFFIC: Contractor to maintain minimum of one lane of traffic during work hours and provide Traffic Control devices per MUTCD and plan sheets TC-1, TC-2 & TC-3 Lump Sum PAGE SUB -TOTAL ........................................ 2 4/27/99 _l CONTRACT PART "C" - STREET & STORM DRAINAGE I] *D. Subsidiary to Item 1.A above the Contractor shall provide the following: 1 1. "CONTRACTOR SHALL USE SITE EXCAVATED CLASSIFIED MATERIALS TO BUILD UP ADJACENT DITCHES AND LOTS IN DESIGNATED FILL AREAS I AND AS MAY BE DETERMINED BY ENGINEER, INCLUDING FINISH GRADING TO PROPERLY INTO STREET, COMPACTED TO 90% STANDARD UIPROCTOR" 2. IN ACCORDANCE TO THE PROJECTS PLANS, CONTRACTOR SHALL FILL AND FINISH GRADE THE CONSTRUCTION LIMITS TO PROPERLY DRAIN INTO STREET GUTTER AND DRAINAGE STRUCTURES." 3. "CONTRACTOR SHALL USE EXCAVATED SELECT Il FILL MATERIALS FROM STREET SECTIONS TO I PROPERLY GRADE LOTS FOR ACCESS AND SURFACE DRAINAGE." ' 4. "EXCESS 'TOPSOIL' SHALL BE STOCK PILED ON AN ON -SITE LOCATION AS DETERMINED AND PROVIDED BY THE CONTRACTOR AND APPROVED BY THE OWNER AT THE PRECONSTRUCTION CONFERENCE." 5. SUBSIDIARY TO ITEM I.A ABOVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE AT HIS EXPENSE THE FOLLOWING: S. a. Clearing, Grubbing, Disposal, Clean-up and Unclassified backfill with excavated materials in Designated "FILL AREAS" OR disposed offsite. ,11 b. Backsloping and landscaping all "OFF -STYE" and "ON -SITE" damaged areas with 4" On -Site top soil (including Utilities and Storm Sewer Construction Si areas); NJ E 490 3 4/27/99 IL ji I 11 1.1 I 1 E 490 CONTRACT PART "C" - STREET & STORM DRAINAGE c. Use of suitable "Classified" excavated material from Street and Storm Sewer, Water System and Sanitary Sewer System Construction, for site selected fill material within the project's street Right -Of -Ways and designated "FILL AREAS" on project site; d. Removal and disposal of shrubs, bushes, trees, rocks, buildings, and other items within the construction limits; e. Dispose of excess excavated materials; Employee and compensate an Independent Certified Materials Laboratory to certify its staff personally selected soil materials from the project site and determined the soil's Atterburg Limits, Proctor Data, and CBR values and performed all Compaction Tests on all Materials in street sections and fill areas. g. All "Selected Fill Materials" shall be within 5% (±) of its Optimum Moisture Content during the Compacting Process. h. Compaction Tests for Soils Materials shall meet or exceed the following; 1. Undisturbed street subgrade - 95% Standard Proctor, 2. On -Site "Classified" and "Hillside" Fill Materials within 1:1 Backslope of Street Sections - 95% Standard Proctor, 3. "Unclassified" Fill between the 1:1 Backslope and finish grade of Street Sections - 90% Standard Proctor, 4. On -Site "Classified" Materials from Street Section Excavation and Off -Site "Hillside" Materials placed within Lot Building Setbacks of Project - 90% Standard Proctor, 4 4/27/99 Ti 1L. iiIL 11 I. 11 11 I CONTRACT PART "C" - STREET & STORM DRAINAGE All Compaction of "CLASSIFIED" and "HILLSIDE" Materials shall be performed with a "SHEEP'S FOOT" Roller Mechanical type compactor and all fill Materials shall be compacted in 8" thick layers evenly spread across entire Fill Areas on a level plane. j. Provide a 1/4" per 1 L.F. Backslope Back -of -Curbs for a distance of 10' for the Sidewalk. SAW CUT, Remove and dispose of existing street, driveway, sidewalk, and parking lot surfaces and existing Curb & Gutter, as follows: 1. Sawcut 640 L.F. and Dispose of Approximately 5,250 S.Y. of Existing ACHM Surface, Lump Sum © Tmc% 7/(x,j,e GY7 L.S.$102 2 Sawcut 1,130 L.F. and Dispose of Approximately 2,130 S.Y. of Existing Concrete Surface, Lump Sum © .SE7W.d SIZE t .anen raft Zbllea s Uh ) per L.S. $ /d F 3. Remove and Dispose of approximately 605 L.F. of existing 2' wide Standard Curb & Gutter, Lump Sum @ E � rn r%L1-, n z , m,/ ;s -- ( J8/STh per L.S. $ /.S• III. STREET CONSTRUCTION PER FAYETTEVILLE SPECIFICATIONS: The streets of this Project to be 28' BACK-TO-BACK CURBS. All Laboratory Data and Field Testing of each material used in the street section shall be performed by an Independent Certified Material Laboratory, and shall be the expense of the Contractor as Subsidiary to the Bid Items of this Contract Included in this Bid Item, the Contractor shall provide for the following schedule: IE 490 1. After stripping of Topsoil, Laboratory Data and Field Testing of Subgrade Materials; 2. Prior to placement, Laboratory Data for SB-2 Base and "Hillside" Materials; PAGE SUB -TOTAL ............................ • ............B.S. L" 4/27/99 El I 11 Ii 1. i1 In I1 F u 11 E 490 lu A. B. CONTRACT PART "C" - STREET & STORM DRAINAGE 3. Cores and Laboratory Analysis of Pavement Section within two weeks after placement. CONCRETE CURB AND GU17ER: 1. Construct 2' wide STANDARD concrete curb and gutter with PAVEMENT SECTION: Construct 6" Class 7 Base, 4" Asphalt Concrete Binder Course and 2" Asphalt Concrete Surface Course: 1. 6" Class 7 Base compacted in place, Class 7 Base to 1' Back - SO of -Curb; 2,385 tons Cam- 7've/.VE Po /J,4,a3 %o (S / ? ,) per Ton 2. 4" Hot Mix Asphalt Concrete Binder Cours with Prime Coat; 1,290 tons vR YV 7o0 170/ S (S ) per Ton $. F L 3. 2" Type II Hot Mix Asphalt Concrete Surface Course with Tack Coat; 645 tons © pppp p/� /Vygt'/ $y77 2)o //AR.7 (S -iper Ton C. LIME STABILIZATION OF TOP 6" OF SUBGRADE to 1' BACK - OF -CURB, as required, per square yard subgrade © (S ) per S.Y. $ ---- D. SIDEWALK: Construct 4" Thick and 5' wide concrete sidewalk with Handicap Ramps at street intersections, private drives, and pedestrian crossings per plans, 3,820 L.F. © 7SJ Xyefli 7)o /64of i2ry ($ / 76 — ) per L.F. $ E. CONCRETE DRIVEWAY RAMPS & PARKING LOT REPLACEMENT: Construct 6" Thick c ncrete surface to match existing surfaces, 650 S.Y. © .g2_, (sap ) per 4Y $ . PAGE SUB -TOTAL ........................................ $ c2 16' a5 6 4/27/99 i ll !I CONTRACT PART "C" - STREET & STORM DRAINAGE III. STREET CONSTRUCTION PER FAYETTEVILLE SPECIFICATIONS, Cont. F. CONCRETE STREET SWALE: Construct 6" Thick and 6' wide concrete swale at Poplar Street & Leverett Street intersection, 60 S.Y. @ % 4tV%k/o bo/ E5 ($32.' )perSY $ O G. Stripe Centerline of Poplar Street and Pedestrian Crossings per City of Fayetteville's Traffic Department, Lump Sum @ ?iiE War axm (S0Q per L S $ '? ____ IV. STORM SEWER CONSTRUCTION: 1. Construct reinforced concrete Drop Inlets with ring and lid and the ', following Inlet openings: A. Drop Inlet Nos. 12. 21. 22. & 24: Standard 4' X 4' Box with % ucet, LArf. h.ndree/ (s 23Dper ea B. Drop Inlet No. 5: Construct 4' X 6' Box with 6" X 8 L.F. Inlet, yeni 1 each @ T s six 'Srwcfrecf � I ($2Q9' ) per ea $ C. Drop Inlet No. 6: Remove Existing Drop Inlet, Plug Existing 18" RCP, and Construct 4' X 4' Box with two 6" X 4 L.F. ■ Inlets, Lump Sum @ �ue^'1 .�;Jc h_nd�• _ t� I] ( 5Ct). ) per L.S. I'' D. Inlet No. 7: Construct 5' X 5' Box with 12" X 5 L.F. Inlet with �.; Wingwalls and Aprons per Detail including grading to drain existing ditch, Lump Sum @ "1Air;,. S emu_ ku—ar .! ($ SO_perLS $.3s �. IE. Drop Inlet No. 13: Construct 8.5' X 8.5' Box with 6" X 16 L.F. Inlet, 1 each @ ' ($ *SGb ) per ea $_4'52ZY- Ii PAGE SUB -TOTAL ........................................ $ / E-490 7 4/27/99 9 UI iu '1 ii CONTRACT PART "C" - STREET & STORM DRAINAGE STORM SEWER CONSTRUCTION, Cont. F. Drop Inlet No. 23: Construct 4' X 9' Box with 6" X 12 L.F. Inlet, leach @ '7'*Ff T s .aa> (s. /7) per ea $ (� . G. Drop Inlet No. 25: Construct 4' X 6' Box with 6" X 12 L.F. Inlet, 1 each @ T Ea71/ s/Jr thcwt> (S 2t ) per ea $ H. Inlet No. 27: Construct 6' X 6' Box with 1.75' X 6 L.F. Inlet with Wing walls and Apron per Detail, 1 each @ (.W ) per ea $______ 2. JUNCTION BOX NO. 11: Construct new 4' X 4' Reinforced Concrete Junction Box, tie existing Storm Pipe to new box, and plug an Existing 24" RCP at both ends per plans, Lump Sum @ Ft'%6EA' ustP.PJED (R/Sop) per L S $ /52 - 3. JUNCTION BOX NO. 19: Construct new 4' X 9' Reinforced Concrete Junction Box with 2' X 8' Opening to new Box Culvert per Plans, Lump Sum @ __ 7tet'y O"t,E AMX61) (Q /kS—) per L S $ ■ i 4. JUNCTION BOX NO. 20: Construct new 4' X 9' Reinforced Concrete Junction B per Plans, Lump Sum © I] ONPEED ( £$ 5. JUNCTION BOX NO. 26: Construct new 5' X 5' Reinforced Concrete Junction Box per Plans, Lump Sum @ s.Envy � eaeab 77/ ($/D'S pe LL S $ ' 11 6. STA. 0+10: Adjust Existing Grate to match New Street Surface, Lump Sum @ S 1 S/ '. 'aRab re 7 ) per i C $ 7! I] E-490 ro PAGE SUB -TOTAL ........................................ $ LJC J 4/27/99 I 1 li r UI 1' Ii 11 I I CONTRACT PART "C" - STREET & STORM DRAINAGE STORM SEWER CONSTRUCTION, Cont. 7 STA. 9+80: Tie new 30" SRMP with existing Scull Creek Box Culvert & Grout, Lump Sum @fPE 6* , per L.S. $_500- 8. Remove and Dispose existing Storm Drainage Structures, as follows: A. Existing Headwall, 1 each .y a per ea $ O2SO. B. Existing Reinforced Concrete Drop Inlets and Junction Boxes, 3 each @Figs h& mzp 105Gin. )per ea $ /SU0 C. Existing 24" CMP and RCP and smaller Storm Sewer Culverts ;approximately 750 L.F., Lump Sum @ _9Z per L.S. $ �CC. *** 9. Install per plans and specifications storm drainage pipe as follows: (CMP Pipe 30" and less shall be 16 ga.; over 30" shall be 14 ga.; all CMP shall be asphalt coated unless otherwise noted) I E-490 I;w B. C. Construct 36" RCP Storm Sewer Pipe, 240 L.F. C per L.F Construct 36" "Ultra Flo" Metal Pipe with Aluminized Coating by CONTECH CONSTRUCTION PRODUCTS, or Equal, 330 L. © Ina 1$ .52 ) per L.F. $J/(9 yawl Construct 30" "Ultra Flo" Metal Pipe with Aluminized Coating by CONTECH CONSTRUCTION PRODUCTS, or Equal, 175 L.F. @ /.r ($ ) per L.F. PAGE SUB -TOTAL ................ .. .................. 6 4/27/99 ' CONTRACT PART "C" - STREET & STORM DRAINAGE ' lV. STORM SEWER CONSTRUCTION, ConL D. Construct 30" RCP Storm Sewer Pipe, 310 L.F. C Wnc 2)e//,ORS ($53 perL.F. F ' E. Construct 24" RCP Storm Sewer Pipe, 168 L.F. C _/�udR t,#7 5 ) perLE F $ 80 (p —7. ,�� qVb F. Construct 24" CMP Storm Sewer pipe, 25 L.F. © Ui ,XnrJ2 t/ fps /n,e s () per L F $10 - I � • G. Construct 18" RCP Storm Sewer Pipe, 28 L.F. © 'i 7rr7 per L.F. $- C2 L1G s Compacted SB-2 base backfill for Contract Parts "A", "B", & "C" under street sections, 3,000 tons @ S� %4>c1vc. _ s`jse ( / ) Per ton $ . r J VI. POPLAR STREET BOX CULVERT [STA. 15+001: 1. Box Culvert: Construct Quad. Span Reinforced Concrete Box Culvert �, with 5' width and 2' height barrels in accordance with A.H.T.D. Standard Drawing No. R -400X-0 and Plans, 50 L.F. © 2. South Wingwall: Construct Reinforced Concrete Wingwall in • accordance with A.H.T.D. Standard Drawing No. W -X003-1 including a Concrete Apron and Grading to match new Box Culvert, Lump Sum C J 7.4a T (P. G≤O) per L.S. $sd- I PAGE SUB -TOTAL ........................................ $ i E-490 10 4/27/99 I CONTRACT PART "C" - STREET & STORM DRAINAGE POPLAR STREET BOX CULVERT ESTA 15+001 CON]]: 1 VII. Ifi 3. North Wingwall: Construct Reinforced Concrete 30' Transition from Box Culvert to Rectangular Channel per Detail, Lump Sum @_ mod i nra (S630'5Per L S $�. 4. Handrails: Provide and Install Steel Handrails per Plans, 60 L.F. O ¢bd!tZ ,..e Do /%S ( S ) per L.F. $ OFF-STREET BOX CULVERT: 1. Box Culvert: Construct Single Span Reinforced Concrete Box r, Culvert with 10' width and 4' height barrel in accordance with A.H.T.D. Standard Drawing No. R -100X-0 and Plans, 85 L.F. © ■.1 per L.F. $� , 2. West Wingwall: Construct Reinforced Concrete Wingwall in accordance with A.H.T.D. Standard Drawing No. W -X003-1 including a Concrete Apron and Grading to match new Box Culvert, Lump Sum @ ii r fld4 9�per LS ' 3. Rip Rap: Install Rip Rap with non -woven Geotextile Fabric for 1 Drainage Blanket, 100 Tons C lu T//nry/ Z≥s//,4t=5 ($ 4(7 ) per Ton $ 3cZt I I E-490 I' PAGE SUB -TOTAL ........................................ $ 7Z/ 11 4/27/99 ri CONTRACT PART "C" - STREET & STORM DRAINAGE IVIII. OFF-STREET CHANNEL: 1. Construct Reinforced Concrete Channel with 10 L.F. Flat Bottom and Vertical Walls 3.5' to 4.5' in height per plans and details, 423 L.F. �uE otcnn*6a 47tory/70"w /IA=00 ($ /63 . ') per L.F. .11 2. Provide and Install 5 L.F. 18" RCP and Construct Headwall per fl Detail Sheet, Lump Sum @ -So---- �, �/4 6�✓ f �/� ZbUwees ($ /&t ) per L.S. $ /SOO 3. Coordination with Owner and/or Removal & Replacement of Items i s located in the Concrete Channel Construction Limits including a Portable Shed, Lump Sum © 1 nl if-< 6/uRrostb Fri M*11A.es ($ 75O per L.S. $ ). 4. FENCES: 4A. Remove & Relocate Existing 6' Chain Link Fence topped with three strands of barb wire per plans, 470 L.F. @>LI ($ ) per L.F. $ if ' 1 B. Provide & Install New 6' Chain Link Fence topped with three strands of barb wire to match existing fence, 50 L.F. @_ Jr ' l ($ /S. )per L.F. $ 'isp • C. Provide & Install New 6' Wooden Privacy Fence per plans, 360 L.F. © e9 • i ,cfl w Tb/4 S ($ /S. ) per L.F. $ S9e2D ll IIX. Construct swales per Plans and Specifications with the following dimensions: '!_1 1. Construct Sodded Swale, with 6 L.F. Flat Bottom, various depths, and 3:1 TSideslopes, 150 L.F. C� • . a ($1.2 ) Per L.F. $ •J PAGE SUB -TOTAL ........................................ I. E-490 12 4/27/99 Ii 1, 11 *****IX. II CONTRACT PART "C" - STREET & STORM DRAINAGE Construct and maintain Temporary "SILT/DETENTION PONDS" and/or SILT BARRIERS at all STORM DRAINAGE DISCHARGE POINTS AND ALONG CONSTRUCTION LIMITS with bales of hay, screens, compacted Berms, and other items the Contractor deems essential during the Construction of the project to prevent FLASH Flood Erosion and Water Damage on Adjacent Properties, Lump Sum A+Z Per Lump Sum 'i X. Construct Standard French Drains with rigid perforated P.V.C. Pipe, as may be required during Construction AND Requested by the Engineer, 500 L.F. @ £/'J% !DO//4n 5 'i (T ) Per L.F. XII. OSHA SAFETY: OSHA TRENCH "EXCAVATION SAFETY SYSTEMS": Contractor shall incorporate in project bid, a Price for compliance with Act 291 of the 79th General Assembly enacted on March 1, 1993, for "EXCAVATION SAFETY SYSTEMS", for all Trenching as specified in Act 291, in reference to The Occupational Safety Health Administration Requirement 29 CFR 1926, Sub -Part P; 250 L.F. rut Th/.qaS ( ) per L.F. $ S d ' ' PAGE SUB -TOTAL ........................................ $ ' i ss*sss�*st�ss*s**s*ssss��ss* ss*s*s*ssss ss we s*s** ya s sy. s * 1 1 I ' E-490 13 4/27/99 Iii CONTRACT PART "C" - STREET & STORM DRAINAGE 1 * The Owner plans to use on -site excavated materials to build up adjacent Right -of - Way and for street construction. The Contractor, at his expense, shall be required to place and compact EXCESS excavated materials, as follows: A. "Classified" Excavated material in "UNDER -CUT" Street Sections within street RIGHT-OF-WAYS. B. "Classified" Excavated material within the CONSTRUCTION LIMITS located in the designated "FILL AREAS". ** "OFF -SITE HILLSIDE: Truck tickets must be signed by Engineer's representative with date, station location, and use. Contractor's UNIT PRICE shall include all the expense of excavating and disposing of "UNDERCUT" materials plus the TOTAL COST OF OFF -SITE BORROW after COMPACTED IN -PLACE. *** NOTE: Alternative Pipe materials may be offered with Bid if a written certified acceptance by the City Engineer is attached to Bid Submittal. **** SB-2 BASE BACKFILL: Truck tickets must be signed on site by Contractor's 'representative with date, street station, and use. SB-2 to be used ONLY as Backfill in Street Sections, Full depth of Trench to Street Subgrade and to one (1') foot Back -of - Curbs. NOTE TO CONTRACTOR: This Contract will pay a unit price per Delivery Ticket up to 3,000 tons. Additional Amounts of SB-2 Backfill shall be considered OVER -RUNS and Subsidiary to other Bid Items of the Contract .f ***** EROSION CONTROL: Temporary Silt/Detention Ponds and barriers shall be constructed and maintained to reduce Silt Run-off and Storm Water Damage Down Stream; And, at the completion of project, said ponds shall be graded, seeded and mulched to accommodate Lot Drainage. Contractor shall be responsible for maintenance, repair and clean-up of silt and erosion ON -STYE AND OFF -SITE during Construction and for the ONE YEAR DURATION of the Maintenance Period after the completion of the project Subsidiary to this BID ITEM, the CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM ADEQ. for grading and drainage prior to NOTICE -TO -PROCEED. All permits required by local, state and federal governmental agencies shall be obtained by the contractor as a Subsidiary Item to this Bid Item. 1. Ii IE-490 14 4/27/99 11 Ii ' '1 II J Ii I '. 1 '' i Li CONTRACT PART "D" - MISCELLANEOUS ITEMS ITEMS: All Items Complete in place, including all labor, materials, bonds, insurance, equipment, fittings, and unforeseen items, constructed in accordance with the plans, including clearing, grubbing, cleanup, repair of damaged yard surfaces, and testing. NOTE: ALL UTILITY RELOCATIONS FOR THIS PROJECT WILL BE CONSTRUCTED BY THE LOCAL UTILITY AFFECTED. CONTRACTOR TO COORDINATE UTILITY RELOCATION WORK WITH PROPOSED IMPROVEMENTS ON THIS PROJECT. L All "OFF -SITE" damaged yard areas shall be cleared of all rock and debris and covered with 4" On -Site Top Soil, seeded, fertilized, mulched, and watered for successful growth. ROCK EXCAVATION: Blast Rock Excavation for Construction of Storm Sewers, Sanitary Sewers, Water Mains, and other approved items, measured in accordance with Appendix Detail Sheet No. 16, estimates 640 C.Y. © ,, Per C.Y. $ yr rcci• Replace 4" On -Site Topsoil, Seed, Fertilize, Mulch and Water for successful growth on all "ON -SITE" and "OFF -SITE" Surface Areas disturbed, filled, back sloped, and ditched areas relative to the project, including Utility Trenching, Storm Drainage, and Designated Fill Areas, 3.5 Acres @_________________________ 1, 'j,/ a,(S?SC2� ) per Acre SUB -TOTAL .............................................. ***************************************************** TOTAL PART "D" - MISCELLANEOUS ITEMS .................. $ I,SQ �� s*s*sss*s*s*sss*s*s*s*sss*s**s*****s*s*s*ss*******s*s E-490 * This Item for the entire project shall be performed immediately after the "NOTICE -TO - PROCEED" to the Contractor. 4/27/99 '' CITY OF FAYETTEVILLE E-490 POPLAR STREET IMPROVEMENTS SUMMARY OF BID ITEMS PART "A" - WATER IMPROVEMENTS ........................ $.a2_ -..Z PART "B" - SANITARY SEWER IMPROVEMENTS .............. $ SSso ffi PART "C" - STREET AND STORM SEWER IMPROVEMENTS..... PART "D" - MISCELLANEOUS CONSTRUCTION ITEMS ......... $ DSO " TOTAL CONSTRUCTION COST ............................ $�� ii ' TOTALOFRID: $ �! 1i (Amounts are to be shown in both words and figures. In case of discrepancy, the amount in • words will govern.) • The above unit prices shall include all labor, materials, bailing, shoring, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the bidding. 1i The bidder agrees that this bid shall be good and may not be withdrawn for a period of 60 'j calendar days after the scheduled closing time for receiving bids. I Upon receipt of written notice of the acceptance of this bid, Bidder will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds. The security attached in the sum of I/� • dollars ($—) is to become the property of the Owner in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense I; to the Owner caused thereby. i Respectfully Submitted: JERRY D. SWEIRSW INC._ ' Bidder (SEAL - if bid By: WILLIAM G. SWEETSER is by Corporation) I.' 590 W Poplar y D Sweetser Inc Jerry Fayetteville AR 72703 Business Address and Zip Code ' (501) 4433026 OFFICE ' (501) 442-0119 FAX Ii CONTRACT ■ I THIS AGREEMENT, made this (h day of Ju(..____, 1999, by and between the CITY OF FAYETTEVILLE, Arkansas, (Corporate Name of Owner) herein called "OWNER", acting 1 herein through its Mayor Fred Hanna, and JERRY D. SWEETSER. INC., a corporation of ' I FAYETTEVILLE, County of WASHINGTON, and State of ARKANSAS, hereinafter called "CONTRACTOR". '� WITNESSED: that for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Owner, the Contractor hereby agrees with the Owner to commence and complete the construction described as follows: Ii POPLAR STREET IMPROVEMENTS FAYETTEVILLE, ARKANSAS f hereinafter called the "Project", for the sum of EIGHT HUNDRED FORTY FIVE THOUSAND. EIGHT HUNDRED FIFTEEN AND 50/100 dollars ($845.815.50) and all extra work in connection I.i therewith, under the terms as stated in the General and Special Conditions of the Contract; and at his (its or their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and other accessories and services necessary to complete the said Project in accordance with the conditions and prices stated in the Proposal, and Information to Bidders; the plans, which include all maps, plats, blueprints, and other drawings and printed or written explanatory matter thereof; the specifications and Contract Documents therefore Iias prepared by Milholland Company, Engineering & Surveying, herein entitled the "Engineer", all of which are made a part hereof and collectively evidence and constitute the contract. I! The Contractor hereby agrees to commence work under this Contract on or before a date to be specified in a written "NOTICE -TO -PROCEED" of the Owner and to fully complete the Project i within 260 consecutive calendar days thereafter. The Contractor further agrees to pay, as liquidated damages, the sum of $500.00 for each CONSECUTIVE CALENDAR DAY thereafter as hereinafter provided in DIVISION I. Section 01:04 of the General Provisions and as stated in Bid Documents. Ii The Owner agrees to pay the Contractor in current funds for the performance of the Contract, subject to additions and deductions, as provided in the General Provisions of the Contract, and to make payment on account thereof as provided in DIVISION I, Section 01:23; "MEASUREMENT AND PAYMENT". 'j The Contractor further agrees to allow the Owner to deduct from the FINAL Payment all charges invoiced the Owner by the Engineer for "RESTAKING OF CONTROL", as provided by DIVISION I, Section 01:21 of the General Provisions. 1 Ii II 11 I I 11 CONTRACT IN WITNESS WHEREOF, the parties to these presents have executed this contract in three [31 counterparts, each of which shall be deemed an original, on the day and year first above mentioned. (SEAL) Attest: ' Witness ,I CITY OF FAYETTEVILLE, ARKANSAS Owner By: MAYOR Title 113 WEST MOUNTAIN STREET FAYETTEVILLE. ARKANSAS 72701 Business Address and ZIP Code ' (SEAL) JERRY D. SWEETSER. INC. Attest: Contractor ' e Secretary eor, 42 By: Sl+aren Z. as °' ' A °' PRESIDENT Witness Title ' G4x'? t. ry4t2= 590 W. POPLAR I C C (Print or type names under- neath all signatures) FAYETTEVILLE. ARKANSAS 72703 Business Address and ZIP Code NOTE: Secretary of the Owner should attest If Contractor is a corporation, Secretary should attest 2 Es SPECIFICATION INDEX I DIVISION IA - CLARIFICATION OF SPECIFICATIONS ' �I SPECIAL PROVi4TOn$CITTF B�Y OF FAYFTVTTT F: Specifications shall supersede any conflicting Specifications listed in the following Divisions 'T.A) INSPECTIONS AND TESTING PROCEDURES B) STREETS C) WATER ' D) SANITARY SEWER E) STORM SEWER AND DRAINAGE F) GENERAL ' FAYETTEVILLE'S STANDARD WATER LINE SPECIFICATIONS, APRIL, 1996 -j SECTION -01 ',) -02 -03 -04 'l -05 -06 ' -07 -08 -09 Ii. -10 -11 -12 -13 ' -14_ -15 -16 -1 -17 -18 '{ -19 � -20 -21 ' 1 -22 -23 DIVISION 2 -G ' SECTION - 01 -02 1' .1 I t fl /l l r ny V 'flit l V l General Description Legal Address of Owner Verification Liquidated Damages Safety Office and Sanitary Facilities Construction on Private Property Notification of Utility Companies Co -Contractor Bids Bid Procedure Schedule of Operations Rights -of -Way on Private Property Protection and Maintenance of Public and Private Property Maintenance of Traffic Pavement Removal and Replacement Barricades and Lights Fences Progress Photographs Responsibility of Contractor for Backfill Testing Baselines and Benchmarks Classification of Excavated Material Measurement and Payment NRALPIPE INSTALLATION Cleaning Inspection 11 I SPECIFICATION INDEX - 03 Laying Pipe I I DIVISION 3 - EARTHWORK SECTION - 01 Scope -02 General Requirements -03 Trench Excavation -04 Tunneling and Boring - 05 Rock Excavation - 06 Backfilling - 07 Stream Crossing - 08 Protection of Trench Backfill in Drainage Courses - 09 Disposal of Excess Excavated Material -10 Paved Surfaces -11 Grading and Seeding -12 Resodding -13 Preservation of Trees and Shrubs -14 Removal of Water -15 Measurement and Payment -16 Water Line and Sewer Line Separation -17 Pipe Embedment -18 Trench Backfill - 19 Grubbing and Cleaning - 20 Road, Railroad, Pipeline, and Utility Service Crossings 1 DIVISION 3A - QH.S.A. SAFETY REOTJIREMENTS SECTION - 01 Excavation (Subpart P) F DIVISION 4 - PIPE INSTAL ATION FOR WATER MAINS SECTION - 01 Pipe Laying -02 General -03 Tie Ins - 04 Jointing - 05 Pipe Insulation -06 Reaction Anchorage and Blocking -07 P.V.C. Pipe Installation DIVISION 4A - PVC PIPE C_ONSTRUCTIONLMISCFI LANEOUS SPECIFICATIONS SECTION - 01 Ties - 02 Tracer Wire I ii 1 rY �l SPECIFICATION INDEX i -03 Trenching ' -04 Curve Pipe Installation - 05 Fence Maintenance - 06 Final Tests -07 Special Bedding ' - 08 Clean -Up - 09 Additional Materials ii DIVISIONS - PRESSURE ANT) T FAKAt3F TESTING '• i SECTION - 01 Scope - 02 Disinfection - 03 Bacteriological Samples ii DIVISION R - IRON PIPE AND FTTTTNGS ' i SECTION 8A - DTICTIT.P IRON PIPE AND FTTTTNGS SECTION - 01 Scope 'I -02 Ductile Iron Pipe ' SECTION 8B - CAST IRON PIPE AND FITTINGS SECTION - 01 Scope • -02 Cast Iron Pipe SECTION 8C - HANDI.TNC; ' j SECTION 8D - CTTTTIN . PIPE j SECTION 8E - AT.TGNMENT OF BE.T T AND SPIGOT PIPE SECTION 8F - REACTION AN HOR AGF AND BLQ KTN . I DIVISION 9 - VALVES ' SECTION - 01 Scope -02 Material - 03 Installation I-04 Valve Keys - 05 Valve Operating Wrench I- 06 Check Valves J I SPECIFICATION INDEX I DIVISION 10 - PLASTIC PIPE AND FITTINGS , SECTION - 01 Scope - 02 Installation of Pipe - 03 Jointing -04 PVC Pipe and Fittings -05 Standards - 06 Warranties -07 Handling - 08 Cutting Pipe - 09 Cleaning -10 Inspection DIVISION 11 - VITRIFIED CLAY PIPES (SEWERS) SECTION - 01 Scope - 02 Materials - 03 Handling -04 Alignment and Grade - 05 Factory -Molded Plastic Joints DIVISION 11 A - POT.YVINYI-CHLORID . (PVC) PLASTIC SEWER PIPE SECTION - 01 PVC Pipe and fittings - 02 Joints and Lengths - 03 Installation - 04 Testing -05 Warranty DIVISION 12 - STANDARD MANHOLES SECTION - 01 Standard Manholes DIVISION 13 - ACCEPTANCE TESTS SECTION - 01 Infiltration-Exfiltration Tests -02 Lamping - 03 Smoking - 04 Proof of Acceptance DIVISION 14 - ARMCO TRUSS PIPE SECTION - 01 Scope - 02 Material Specifications - 03 Recommended Practice for Bedding and Backfilling - 04 Jointing iv I F Li II II Li I SPECIFICATION INDEX i, - 05 Laser Beam Alignment I. - 06 Manhole Connection - 07 Patching - 08 Concrete Encasement DIVISION 15 - LOW PRESSURE AIR TF$ZOF SANITARY SFWFR PIPE. TINES ' SECTION - 01 Scope - 02 Summary of Method - 03 Safety ' - 04 Preparation of the Sewer Line - 05 Procedures - 06 Acceptance 1-� DIVISION 20 - STREET SPFCIFTCATIONS FOR CITY OF FAYKFIF:VHJR 'SECTION - 01 Right -of -Way - 02 Street Width - 03 Sub -Base Preparation 1 - 04 Base Material - 05 Base Material Preparation I- 06 Surface Course - 07 Compaction - 08 Curbs and Gutters ' - 09 Sidewalks - 10 Dedicated Streets - 11 Concrete Structures I- 12 General Comments -13 Street Extensions - 14 Sub -Base Preparation 1 DIVISION 21 - GFNVRAL COMMENTS REGARDING CONSTRUCTION SECTION - 01 Warped or Sloping Sections - 02 Banks - 03 Natural Drainage ' - 04 Street Inspections - 05 Engineering Certification - 06 Utilities' Coverage J DIVISION 22 - CONCRETE STREET IMPROVEMENTS MINIMUM SPECIFICATIONS EOR.THE-CITY_OF_FAYETTEVILLE ' I V II I SPECIFICATION INDEX SECTION - 01 Scope - 02 Concrete Street Structures - 03 Subgrades - 04 Minimum Thickness of Sidewalks and Drives - 05 Minimum Width of Sidewalks - 06 Placement of Concrete Pavement - 07 Expansion Joints - 08 Turn Radii - 09 Pozzilith - 10 Temperature During Concrete Pouring -11 Vibrator - 12 Bidder Responsibility DIVISION 23 - TESTING SECTION - 01 Scope - 02 Material Types, Testing Procedures and Standards DIVISION 24 - STORM DRAINAGE OF' STORM SEWERS SECTION - 01 Storm Drains - 02 Natural Drainage - 03 Storm Drainage Design - 04 Concrete Pipe Requirements - 05 Corrugated Metal Pipe - 06 Surface Drainage - 07 Special Gasketing and Sealing Materials DIVISION 30 - CEMENT TREATED CRUSHED STONE BASF. SECTION - 01 Description - 02 Materials - 03 Laboratory Tests and Cement Content - 04 Construction Methods - 05 Maintenance - 06 Method of Measurement - 07 Basis of Payment vi I I I I I I I I I Cl 11 [I I I I I I I ii lilt DIVISION 1A lii CLARIFICATION OF SPECIFICATIONS: ' ' SPECIAL PROVISION: Ii SPECIFICATION REQUIREMENTS BY THE CITY OF FAYETTEVILLE, ARKANSAS: 1 THE FOLLOWING CONSTRUCTION SPECIFICATIONS SHALL SUPERSEDE ANY Ii CONFLICTING SPECIFICATIONS WHICH 1 } ARE WITHIN THIS BOOK, BEGINNING WITH DIVISION 1. 1 11 1+ Ii 111 1 CLARIFICATION OF REQUIREMENTS WATER, SEWER, STREETS, DRAINAGE AND INSPECTIONS Ii A) INSPECTIONS AND TESTING PROCEDURES: 1. All field tests required for a project shall be witnessed by the City in the presence of the Engineer and Contractor, or their representative. 2. We will require a 24 hour notice on all tests. Calls to the 1 City for the purpose of setting test times should be made by 10:00 AM for test on the following day. Tests delayed by weather or other factors will be rescheduled on the same II basis. If a representative of the City cannot be present, the project engineer will witness the test and certify to the City the results. _) 3. It is the responsibility of the Engineer and Contractor to coordinate the scheduling of such tests with the City. 1 4. All equipment, materials and labor required for testing shall be furnished by the Contractor at his expense. 5. Prior to final acceptance by the City, the project shall be subject to a joint final inspection by a designated representative of the City Engineer's Office, a representative 1 of the Fayetteville Water and Sewer Maintenance Department, the Engineer of record for the project, and the Contractor. *** end of inspection and testing procedures *** i IJ Il J 1: I I B) STREETS: ' 1. Subgrade and Base Course Densities - Tests shall be taken every 300 feet. The subgrade shall be compacted to 95% of Standard Proctor and the base course shall be compacted to 95% of Modified Proctor. Minimum base course thickness shall be 6 inches. ' 2. Asphaltic Concrete - Asphalt streets shall be cored every 500 feet for the purpose of checking density and thickness. The minimum required thickness shall be 2 inches. In no case shall the acutal thickness be less than the required thickness minus 1/8 of an inch. The density shall not average less than 92.0% of the maximum theoretical density. No density of less than 90.0% shall be acceptable. Densities ' less than 92.0% and more than 90.0% shall be dealt with by requiring an additional overlay, or at the sole option of the City, by cash payment to the City. Where densities are less than 90.0%, the paving shall be removed and replaced. 3. Concrete Paving - Minimum thickness of concrete streets shall be 6 inches and minimum strength shall be 4200 psi. A set of cylinders shall be taken for each 100 cubic yards or portion thereof poured. 4. Curb and Gutter - One set of cylinders shall be taken for each 1000 feet or portion thereof poured. Minimum strength shall be 3000 psi. *** end of streets *** ' I I I Li II I I I. C) WATER: ! 1. A pressure test shall be required at 150% of static pressure or 200 psi, whichever is the greatest. Leakage shall be as allowed by AWWA specifications for PVC pipe. Test shall be run only after all taps Ii have been made and meter settings are installed. 2. 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. No water meters shall be set until the samples have been approve in writing by the State. I3. A test shall be performed on tapping sleeves at 200 psi. 4. All bends, tees, etc. shall remain open until a representative of 'jthe City approves the blocking. '" S. Bedding shall be required for all pipe, regardless of type, from 6 inches under the pipe grade to 6 inches over the top of the pipe. I�{ The bedding material shall be grit, sand, or other manufactured J material approved by the City Engineer. 6. On subdivision water systems, water lines shall extend to the subdivision property line where future streets are either planned or built to serve adjacent property. Construction of such extensions shall be at the expense of the developer. Line size 1-� shall be at least 6 inch. Two inch lines shall no longer be acceptable. 7. Where a water line extension is not tied to another water line of 1 at least 6 inches in size, and where such lines are required to provide fire flows, the minimum size shall be 8 inch. 8. Pipe materials allowed shall be PVC and ductile iron and shall be • designated for a minimum of 200 psi working pressure. All fittings, 1J regardless of pipe material, shall be mechanical joint ductile iron. • All iron pipe and iron fittings shall be wrapped with B mil polyethylene. No galvanized fittings shall be allowed in the system. 9. Minimum cover shall be 36 inches. Cover shall be measured from the existing ground elevation at the time of the pipe laying, not from expected fill unless the fill is placed and compacted prior to the 1.. pipe laying. Where lines are laid adjacent to streets, the cover shall be measured either from natural ground or the curb elevation, whichever results in the lowest absolute elevation of the pipe. 10. Minimum elevation for service lines under streets shall be 30 inches below the planned subgrade. That depth shall be maintained to a 1 ! point at least 5 feet outside of the curb and storm sewer line. ++* end of water +*+ U. li 1H I I D) SANITARY SEWER: 1. - Sewer services shall be marked with a 4 by 4 treated timber post set at the end of the service and extending at least 3 feet above grade. All services shall be brought up to within 4 feet of natural ground unless more depth is required to provide service to the lot. 2. A low pressure air test shall be required with all services in place. No other leakage test shall be accepted except by permission of the City Engineer. A vacuum test shall be required on all manholes. 3. A mandrel test shall be run no sooner than 30 days from the installation date. LL 4. Pipe bedding shall be the same as required for water lines. Grit, sand, or other manufactured material approved by the City Engineer shall extend from 6 inches below the pipe grade to 6 inches over the top of the pipe. 5. Materials allowed shall be SDR 26 PVC and ductile iron. Iron pipe shall be wrapped with 8 mil polyethylene where buried. Other types of materials will be considered for lines larger than 12 inch. 6. Taps for residential use (tri-plexes, duplexes and single family) shall go directly into the line unless it is found to be not practicable. Taps for apartment building (4 or more units), commercial or industrial establishments shall go into a manhole. A separate manhole on the customer's property may be required if regular sampling is anticipated. 7. On subdivision sewer systems, lines shall extend to the subdivision property line where future streets are either planned or built to serve adjacent properties. Extensions may be required at other locations if needed to serve adjacent property. Such extensions shall be at the expense of the Developer. 8. Minimum cover shall be 36 inches under streets and 30 inches elsewhere. Cover shall be measured from the existing ground elevation at the time of the pipe laying, not from expected fill unless such fill is placed and compacted prior to sewer construction. Where lines are laid adjacent to streets, the cover shall be measured either from natural ground or the curb elevation, whichever results in the lowest absolute elevation.' where it is not possible to achieve the cover as required due to unusual field conditions, a cover of 24 inches may be approved for plastic pipe. Any line with less than 24 inches of cover shall be constructed of ductile iron. Concrete encasement may be allowed in lieu of ductile pipe, and in some cases may be required in addition to ductile iron pipe. 9. Minimum size for sewers shall be 8 inches. Minimum grade for sewer lines shall be 0.40 percent. A'grade of 0.60 percent is preferred and shall be provided where possible. *** end of sewer *** I I I C I I [1 I I I I I I I I I I 1 E) STORM SEWER AND DRAINAGE: ' 1. By ordinance, the construction standards for culverts and bridges shall be based on the latest published ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARDS. 2. All drainage design shall be in accordance with the AHTD's "DRAINAGE MANUAL PREPARED BY HYDRAULICS SECTION ADOPTED JULY 6, 1982:, or its latest revision. 3. All storm sewers shall be designed on the total drainage basin assuming full development of the area in accordance with the zoning designation at the time of development, except that the least intense zoning allowed for this purpose is R-1. Both runoff factors and time of concentration shall be calculated on a "fully developed" basis. 4. The existing ordinance on storm sewer design states that the drainage is to be carried to a receiving stream approved by the City Ii. Existing downstream development, the potential for property damage downstream, and the capacity of downstream facilities shall be considered in making a decision on a discharge point. ' 1 If it is determined that off site drainage improvements are required then cost sharing will be in accordance with City ordinances. If 1 the City is unable to contribute its share of the off -site costs, the developer shall have the option of a) building the off -site improvements at his own expense, b) providing retention so as to match downstream capacities, or c) delaying the project until the City is able to share in the off -site costs. 5. Design frequencies shall be: ' a) Stormwater Inlets - Match street design requirements b) Local Streets within Subdivisions - 10 Year c) Other Local Streets - 25 Year Id) Collectors and Minor Arterials - 25 Year e) Principle Arterial and Above - 50 Year Drainage facilities within the FEMA regulated floodwaysor flood 'plains shall be designated for the 100 Year. Flood provided such • design does not adversely affect downstreamproperty. 6. Open channels may be approved where needed to intercept runoff from tan undeveloped area or from an area discharging sheet flow so that J water does not wash across lots in an uncontrolled manner. Such channels shall be designed on a 10 Year storm. In all cases for i open channels, the Design Engineer shall calculate the 100 Year flow and show elevations relating to the 100 Year flow on the official plat of the subdivision. Ii I. Ii I 7. The location of inlets, storm sewers, and other drainage appurtenances in and along residential streets shall be such that ponding, cross flows and the flooding of adjacent properties are minimized or eliminated. In no case shall water be allowed to pond more than 2/3rds of a half street under the design storm event. The intent is to have at least a 10 foot lane left open in the center of the street. - Where storm drainage crosses between lots to continue into other facilities, a swale shall be constructed over the storm sewer to allow flows in excess of the design flows. 8. A formal Drainage Report shall be required for each subdivision and large scale development. A preliminary report will be required a the time of the Preliminary Plat submittal and shall contain the following information: a) The general drainage patterns within the site along with the location of all streams, springs, wetlands, and other drainage features, C I I I b) The off -site areas and drainageways which contribute stormwater flows to the site, and c) The location and nature of each drainageway downstream which will receive flows from the site. Either the City or the Planning Commission may request a more detailed drainage study prior to the Preliminary Plat approval. A full Drainage Report shall be required prior to the start of any construction or grading on the site. The full Drainage Report shall meet these minimum requirements: a) A drainage area map at a legible scale including at least 5 foot contour intervals, the points at the which major drainage enters the development, and volume of stormwater entering at each point for the design storm and the 100 year storm. b) Either a project layout or schematic layout showing all storm drainage facilities planned for the development, all water features such as ponds and springs, natural drainageways and wetlands. c) An indication of where drainage will leave the development and the capacity facilities of the receiving drainage facilities. If the receiving facilities are not adequate to handle the design flows, then the conditions as contained in Paragraph E- 4 will govern. [I I C I I I I I I I L I '1 II 1I II Ii I ii d) Stormwater calculations shall be submitted for: * Stormwater flows, * Open channel flows, * On -Street drainage, * Storm sewer and storm sewer inlets utilizing the standard summary sheets from Chapter 5 of the AHTD Hydraulics manual, * Box Culvert design, * Detention (if detention is required), calculations shall include runoffs, detention methods, release structures and the storage -discharge requirements by a method approved by the City Engineer, e) Plan and profile of the drainage- system unless the plan documents clearly show all necessary data including invert elevations, slopes, lengths, etc. f) The Drainage Report shall be sealed by a professional engineer registered in the State of Arkansas. In addition, the following statement shall be added to all Drainage Reports: , Registered Professional Engineer No. in the State of Arkansas, hereby certify that the drainage studies, reports, calculations, designs, and specifications contained in this report have been prepared in accordance with the requirements of the City of Fayetteville. Further, I hereby acknowledge that the review of the drainage studies, reports, calculations, designs, and specifications by the City of Fayetteville or its representatives cannot and does not relieve me from any professional responsibility or liability." ' i g) In no case shall a Final Plat be approved without an approved Drainage Report, 1.1 UI 1 h) Two (2) copies of the Drainage Report shall be submitted for review. 9. Minimum size for any drainage pipe shall be 18 inches. 10. All pipes under streets shall be RCP unless an alternative material is specifically approved in writing by the City Engineer. Pipe not under streets may be coated corrugated metal or spiral metal pipe, or other materials approved by the City Engineer. *** end of storm sewer and drainage *** I F) GENERAL: 1. Record drawings of water and sewer are hereby required as a condition of final acceptance by the City. 2. A one-year Maintenance Bond is required (in accordance with City Ordinances) in the amount of one-half of the construction cost. The bond shall run from the date of final acceptance and for a one-year period thereafter. A walk-through shall be performed at the end of the one year period and all deficiencies corrected prior to release of the bond. This requirement is for streets, storm drainage, water, and sewer construction projects. 3. No water and sewer plans may be sent to the Health Department for review without being previously approved by the City of Fayetteville. In no case shall water or sewer construction be allowed without written Health Department approval. I I [1 I I 4. Three (3) days written notice shall be required before the I beginning of construction. 5. No construction of any kind may begin without an erosion control plan in place in accordance with the City's Excavation and Grading Ordinance. This includes streets, storm drainage, water and sewer. *** end of general *** I I I I I I 1-I Iii STANDARD WATER LINE SPECIFICATIONS FAYETTEVILLE, ARKANSAS APRIL 2, 1996 Ii LI 11 1i Ii FAYETTEVILLE THE CITY OF FAYETTEVILLE. ARKANSAS Ii 1 ^ April 17;, 1996 Melvin Milholland Milholland Engineering 205 W. Center Street Fayetteville, AR 72701 Re: Standard Water Specifications i Dear Mr. Milholland, Enclosed is your numbered copy of the Fayetteville Standard •1 Water Line Specifications. These specifications were approved by the Water and Sewer Committee of the City Council on February 15, 1996 and by the full City Council on April 2nd. There are 1• effective immediately. A copy of these specifications is on file with the Arkansas •1 State Health Department. The specifications may be used directly (in whole or in part), incorporated into your existing specifications, or referred to in your specifications. 1 Any proposed deviation from these specifications must be approved by the City Engineer in writing. Any situation which is not covered in the standard specifications will be reviewed and approved on a case by case basis. I. We would appreciate PP your calling our attention to inconsistencies, errors, misspelling, etc. contained in the ' ; document. If you have any questions, please call me at 575-8208. Thank you. Sincerely Yours, 1 ; Donald R. Bunn, City Engineer cc: File 1: i I. 113 WEST MOUNTAIN 72701 501-521.7700 Ii FA ETTEYJ LLJG ; �1E CITY OF FAYETTE%ALLE, ARKANSAS T] i City of Fayetteville 113 West Mountain Street Fayetteville, Arkansas 72701 Re: Standard Water Line Specifications April 10th, 1996 These STANDARD WATER LINE SPECIFICATIONS are hereby Promulgated by the City Engineering Division under authority granted by the Fayetteville City Council by Resolution 46-96 dated April 2nd, 1996, as approved by the Water and -Sewer Committee on February l 15th, 1996, and as approved by the Mayor of the Fayetteville. 1-i I1 Ii. J I. -- 1 W c57 MOlIArtbI�r 'i FL I " 11 Ii RESOLUTION NO. 46-96 A RESOLUTION AUTHORIZING THE ENGINEERING DEPARTMENT TO PROMULGATE POLICIES, PROCEDURES AND SPECIFICATIONS FOR WATER LINES, SEWER LINES AND STREETS. - BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the Engineering Department is hereby authorized to promulgate policies, procedures and specifications for water line, sewer lines and streets. Section 2. That such policies, procedures and specifications for water lines and sewer lines shall be reviewed and approved by the Water and Sewer Committee of the City and shall be approved by the Mayor. Section 3. That such policies, procedures and specifications reviewed and approved y the Street Committee of the City Council and for shall be approved by the Mayor. PASSED AND APPROVED this 2nd day of --April, 1996. - All By: Traci Paul, City Clerk T j , . Y i f /r.. r. .lei. APPROVED: By: Fed Hanna, Mayor Vd 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 . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . ....e. . . . . 2 5. Permits.......................a...................... 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 ....................a••....... 5 10. Fire Hydrant Spacing. . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . - 5 '•- 11. Water System Study................................... 6 12. Applicability........................................ 6 IIPART B. MATERIALS 1. Pipe and Fittings ..-•................................ 1 ' 2. Polyethylene Encasement (Pipe Wrap) .............• 3 3. Detectable Tape ...................................... 3 4. Backfill Materials ................................... 3 '-_ 5. Pipe Bedding Materials. . - . . - . . . . . . . . . . . . . - . . . . . . . . . . . 4 6. Tracer Wire... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 7. Concrete.......................................a..... 4 8. Steel Encasement Pipe. . . - . . - - . . . . . . . - . . . . . . . . . . . _ - • _ a 5 ' 1 9. Gate 'Valves...... . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . 5 10. Butterfly Valves. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 11. Valve Boxes .......................................... 7 ' 1 12. Fire Hydrants ........................................ 7 13. Tapping Sleeves. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 14. Service Connection Materials ......................... 8 IT] PART C. CONSTRUCTION METHODS 's ' a 1. Pipe Laying .......................................... 1 2. Pipe Trench, Excavation...... . . . . . . . . . . . . . . . . . . . . . . . - 5 3. Pipe Trench, Backfill. . . - . . . . . . . . . . .................. 5 ' I4. Installation of Meter Box Settings ................ 7 S. Valve and Valve Box Installation ..................... 7 6. Fire Hydrant Installation ............•. 8 ' 7. Blow -Off Construction ................................ 9 8. Clean —Up...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . 9 9. Pavement Repairs . . . . . . . . . . . . . . . .-. . . . . . . . . . • , • • , , , ; , - 12 10. Barricades, Guards, and Safety Provisions............ 13 Ij11. Maintenance of Traffic and Closing of Streets......._ 13 II 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. 1 Ii 11 I - Ii I' I] 1_i 1_J Ii I On subdivision or large scale development water systems, water lines shall extend to the subdivision property line where future streets are either planned or built to serve adjacent property. 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 lir with a subdivision is six line is being extended froi Six (6) inches. Two (2) inc provided the line could not provide service to adjacent needed to provide either flows. e that may be installed in connection (6) inch. This is required even if the i an existing line that is smaller than h lines may be approved for cul-de-sacs be reasonably extended in the future to property and where a larger line is not fire protection or adequate domestic 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. Part A, General 1 11 I The minimum line size requirement for the provision of fire protection shall be a looped -6 -inch line or, in the event of a de end line, an 8 -inch. This minimum requirement shall app regardless of the theoretical flow capacities existing in the system. Even where a 6 -inch loop may be attained, the City Enginee may require the installation of an 8 -inch line in certain location where loops are long and where large developments ar 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 watt! line in place than is required under Part 1, Paragraph 2 of these Specifications, the city may enter into an agreement with th developer to provide for the construction of the larger sized line In that event, the City shall be responsible for th difference in material and installation cost between the size lint required for the developer and the size line desired by the City. The City shall not be responsible for any engineering cos associated with the up -sizing unless the larger size line is mor than 12 -inches in diameter. The City shall .,n+ - 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. 4. Easements: ' Easements for water lines shall be at least 20 feet in width regardless of the size 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. Easements of a lesser width will be considered when adjacent to another easement or under other special circumstances. Also, where easements are required between lots, the City will consider 16 foot easements (to coincide with setbacks). Part A, General 21 n 5. Permits: All permits required to accomplish the work shall be the responsibility of the owner or engineer. Such permits may include • but is not limited to permits for work within Highway Department R/W, railroad crossing permits, "Notice of Intent" for Erosion Control (Arkansas Department of Pollution Control and Ecology), Drainage Permit, Grading Permit, and a "No Charge" tapping permit for fire service lines. Work shall not be started without the appropriate permits) in place. •fl6. Approval of Water Extension Plans: Detailed plans and specifications shall be required for all ' extensions and shall be prepared by a Li registered to do business in the State of Arkansas ional engineer r 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 II 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. ' L, After a final inspection and acceptance of the work, the line shall be owned and maintained by the owner of the property it serves. 'r 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 12 f1 (straw bales, silt dams silt ponds, etc.) must be in place in the field prior to construction. For projects 5 acres or larger in size, it is the responsibility of the contractor to have on file with the Arkansas Department of Pollution Control and -Ecology a 1 "Notice of Intent". - - Written notice of the intent to begin construction must be IIl 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. 1,j Part A, General LI 1 7. Inspections and Testing Procedures: 1:: All field tests required for a project shall be witnessed byr the City in the presence of the Engineer- of Record and the Contractor. The City representative shall be one of the Public Works Construction Inspectors. The Contractor's representative '. shall be the foreman or superintendent on the job. The Engineer of Record may be represented by an authorized and qualified representative. The City requires a 24 hour 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 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. In no case shall a test be made without the presence of the 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 tests 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. Part A, General I I I i-, Lines failing the Bac-T tests shall be re -sampled as soon as practicable. if a line fails three (3) consecutive Bac-T tests, the •1 line must be re -chlorinated before Bac-T samples can be taken • again. The City shall not be responsible for the rescheduling of failed Bac-T tests. The fire hydrant test shall consist of checking the operation of the fire hydrant valve and flowing the fire hydrant. This shall '• be done after the pressure test has been completed and the fire !I hydrant valve shall be left in the open position. - • All equipment, materials, and labor required for testing shall I be furnished by the Contractor at his expense. afl 8. Final Acceptance by the City The project shall be subject to a joint final inspection by a If representative of the City Engineer's Office, a representative of the Fayetteville Water and Sewer. Maintenance Depa.atment, the Engineer of Record, and the Contractor. A separate walk-through shall be made by the Meter Foreman to check the 11 location., grade, and condition of water meter settings prior to final acceptance. The City will be deemed to have accepted water lines and appurtenances for ownership upon written notification to the Owner after final inspection. Once the City accepts the project for I. an 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 y period and all deficiencies corrected prior to release of the bond. City maintenance shall begin after expiration of the Two (2) year Maintenance Bond. i Record drawings are hereby required as a condition of final acceptance by the City. a 9. Location of Water Lines: I1 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. Ii Part A, General Li I: 1 10. Fire Hydrant SDacjna: • Maximum spacing for single family and duplex developments is' 800 feet. Maximum spacing for all other residential development shall be 600 feet. Spacing and placement of fire hydrants within apartment, complexes shall be as called for by local or state fire codes or as directed by. the Fayetteville Fire Chief. For commercial and industrial -developments, fire hydrant spacing shall be as called for by local or state fire codes, or as directed by the Fayetteville Fire Chief. 11. Water System Study- The City's latest Water System Study shall be the 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. 12. 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. 1 i 1 _'. Part A, General 6 1. in in • STANDARD SPECIFICATIONS FOR WATER LINES PART B. MATERIALS 1'1 1. PIPE AND FITTINGS: Allowable pipe materials shall be Polyvinyl Chloride (PVC) and Ductile Iron. 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, 6, 8, 12, and 18 inches. Polyvinyl Chloride Pipe - PVC pipe 2 inches in size shall be manufactured in accordance with ASTM D-2241. PVC pipe 6 inches through 12 inches in size shall be manufactured in accordance with AWWA Specification C900 and shall have an SDR of 14. The plastic material used in making the pipe shall be clean, virgin, Cell Classification 12454E PVC compound conforming to ASTM Resin Specification D-1784, latest revision. Clean, reworked material generated from the manufacturers 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 2 -inch plastic pipe shall conform to ASTM Specification D-3139. Joints for plastic pipe 6 -inches and larger shall conform to AWWA C-900. Fittings for PVC pipe 2 inches in diameter shall comply with ASTM Specification D-3139, Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals". Fittings for PVC pipe 6 -inches and larger shall conform to the specifications given for ductile iron pipe. ' UI Ductile Iron Pine - 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 C151, latest revision, and shall be desinea to g withstand compacted earth loadings as applied accordinggto the :J conditions set out on the Plans with an AASHTO HS -20 truck live That The external loading shall be based on a soil density of 120 pounds per cubic foot and Type 3 standard J laying conditions. 'I Part B - Materials ,U r 1 I Ductile iron pipe shall be designed in accordance with the requirements of "Thickness Design of Ductile Iron Pipe!',' ANSI/AWWA C150/A21.S0-91, effective March 1, 1992. Joints and joint materials for ductile iron pipe shall to ANSI/AWWA C105/A21.4. conform t. 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 ANSI/AWWA C151/A21.51 and ANSI/AWWA C110/A21.10. 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 C11S/A21.15, latest revision. Bolts and gaskets shall meet the requirements of C111/A21.11, latest revision, for "Rubber -Gasket Ductile -Iron Pressure Pipe and Fittings." I ANSI/AWWA Joints for 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 IC? 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. 1 Part B - Materials 1i J 1:1 I In 1n IJ 11 1.' Galvanized Steel Pipe and Fittings: Threaded fitting pipe for blow -offs shall be unlined Schedule 80 steel pipe and shall conform with the requirements of ASTM Al20-82, latest revision, and shall be galvanized in accordance with ASTM Specification A90-81, 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 and fittings shall be allowed for non -buried service only. 2. Polyethylene Encasement (Pine WraD) Polyethylene encasement shall be in conformance to ANSI/AWWA 0105, 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/1 inch x 1000 feet. The tape shall be color coded and imprinted with the message as follows: of Water Color Safety Precaution Blue 4. Backfill Materials: Allowable backfill material shall be: (1) Class 7 Aggregate Base 1, page 161, in section 30 "Standard Specifications for 1993, published by the Transportation Department. Part B - Materials Caution, Buried Water line Below 3 Course as specified in Table 303- AGGREGATE BASE COURSE, of the HIGHWAY CONSTRUCTION," Edition of Arkansas State Highway and 11 I (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. This material is to be placed above the bedding materials as defined in Part B of these specifications, Paragraph 5. 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) Sand c) Class 8 Base (AHTD Specification) d) Materials meeting either ASTM D448 Size #67 or ASTM D2774 In no case shall the maximum dimension of rock exceed 0.50 inches. 6. Tracer Wire: [I 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 2,500 psi. 1 • Part B - Materials _ 4 ' I, 8. Steel Encasement Pipe: ' Encasement pipe for water mains shall be constructed of either spiral or straight welded steel and shall be sized as follows: • Water Minimum Encasement Minimum Wall ASTM/AWWA Main Size Pipe Size Thickness Specification I :j(inches) (inches) (inches) 4 - 6 12 0.250 ASTM A 53 fl 8 16 0.250 AWWA C 102 Li 12 - 16 24 0.250 N n 18 30 0.312 N n '• 20 - 24 36 0.312 n n ji 36 48 0.375 n n 48 60 0.375 n n 9. Gate Valves: ' 1 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 l designed for a minimum of 200 psi working pressure. All gate valves shall be M&H, AWWA C509 Resilient Seated Gate Valves or approved equal. Approved equals are Waterous, Mueller, and Clow. 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. I Li Gate valves shall have standard mechanical joint ends unless indicated on the Plans. Tapping valve ends shall be flanged by NJ. 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. Ii. Part B - Materials Ii I The interior and exterior of the valve body, bonnet and seal plate 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. 10. Butterfly Valves: , Butterfly valves shall be used for all pipe 12 -inches and larger except that 12" tapping valves shall gate valves. Butterfly valves shall be Class 250E in conformance with the requirements of AWWA C504, latest revision, for Rubber Seated Butterfly Valves". All butterfly valves shall be groundhog type, as furnished by Henry Pratt Company, or approved equal '` The valve body shall be constructed of cast iron ASTM A-126, Class B, and shall have integrally 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 2508. 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. I: 1) Valves 12 inches through 20 inches nominal diameter: Valve discs shall be constructed of alloy cast iron ASTM A-436, Type 1. Part B - Materials 6 1. in It 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 i 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. ',J All valves shall have factory applied fusion bonded epoxy coating meeting AWWA C550 latest revision. iiThe valve shall be hydrostatically testedat250 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 Rop-Coat 340 Gold Primer or Rop-coat 622 LCF Primer, or approved equal. • 11. Valve Boxes: Li Valve boxes shall be constructed of cast iron. The valve box and appurtenances shall consist of a base, extensions as required, and a top section with a drop lid. The lid shall be marked with the word 'WATER." All valve boxes shall be compatible with the gate or butterfly valves for which they are provided and shall be manufactured for use in roadways. 12. Fire Hydrants: Ui All fire hydrants shall be dry barrel hydrants. in conformance with AWWA C502, latest revision, for Dry Barrel Fire Hydrants", ' I and shall be designed for a working pressure of 200 pounds per square inch gauge. Pressure class 200 fire hydrants shall be three-way, painted white above the ground line with reflective paint 7216 3M. Approved fire hydrants are Mueller Centurion hydrants, Catalog No. A-423 or Waterous 5 1/4" WB67-90. The hydrant shall have a 6 inch mechanical joint inlet in conformance to the dimensions shown in ANSI/AWWA C110/A21.10, latest revision. Three-way hydrants shall have a 5-1/4 inch valve opening. '_ Part B - Materials 11 I. I. 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 42 -inch bury. Extensions shall be Mueller A-320 or approved equal. Hydrants shall be equipped with two 2-1/2 inch hose nozzles and one 4.5 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. All fire hydrants shall be tested in. accordance with AWWA C502, latest revision. 13. Tapping Sleeves: Tapping sleeves shall be designed for 200 psi and shall be JCM Type 432 for pipe six (6) inches through twelve (12) inches and JCM 412 for pipe greater than twelve (12) inches,. or approved equal. Tapping sleeves shall be vinyl coated. 13. Service Connection Materials: . Materials for water main taps, service lines, and meter box assemblies shall be: Copper Pipe...........:"........... Type K soft copper 3/4" Corporation Stop.............. Mueller B-25008 3/4" U Branch, 7.5" width......... Mueller H-15363 5/8" x'3/4" x 12" meter yoke...... Mueller H-1402 3/4" Tail Piece...._.............. Mueller H-14222 18" Cast Iron Flat Meter Lid...... C-109, Crouch Foundry 18" x 24" PVC Meter Box, #501824 .30T, ).275 wall thickness...............,. Mueller/McCullough Tapping saddles for PVC and Ductile. Iron shall be as manufactured by Mueller and Romac respectively. Part B - Materials 8 In Ii 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, '!I ANSI/AWWA C600 shall apply. For PVC pipe, ASTM D-2774 shall apply. All water mains which cross sewers shall be laid to provide a 'minimum of 18 inches positive vertical clearance as measured from bottom of pipe to top of pipe. At all crossings, the water line pipe shall be adjusted to provide one full length of water line 'fl _J pipe over the sewer line with both joints located as far as possible from the sewer line.,A ten (10) foot separation shall be maintained between water lines and sewer lines where those lines run parallel to each other. �� Care shall be taken not to exceed the manufacturer's recommendations on the degree of deflection allowed per joint of IR 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 ':-1 purposes shall be. calculated based on the bearing strength of the soil (2000 pounds/square foot) 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 12 -inch or smaller ductile iron 90 degree bends, tees, - hydrant shoes, and other valves within 30 feet of a plug or reducer shall have retainer glands. Part C, Construction Methods 1 Id LI I. 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 iron fittings and all other iron appurtenances shall be wrapped with polyethylene. 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 to all PVC installations and shall be looped around the pipe at least once per joint and connected to all valves and fittings. At valvesand meter box settings, the trace wire shall be brought up into " the valve or meter box as indicated in the standard details. A tracing test may 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. b) Cut Sections: Cover shall be requiredand 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 elevation for service lines under streets shall be 30 inches below the planned subgrade. That depth shall be maintained to a point at least 5 feet outside of the curb, storm sewer line, or sidewalk. Service lines shall be wrapped with polyethylene in areas where a grit or other bedding material is not required. Part C, Construction Methods 2 1..: ii 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 on the existing water system shall only be operated by, or under the direct ,^ personal supervision of the City of Fayetteville Water Department. After completion of construction of all water lines or I- sections thereof, the Contractor shall flush, test and disinfect the new water lines as set out below. a) Flushing: The Contractor shall fill and flush the newly r constructed lines and visually check all combination air release and vacuum valves, blow -off valve assemblies, line In valves, and fire hydrants to assure proper operation. b) Hydrostatic Testina: All pipe on this project shall be tested as set out in AWWA C600, latest revision. Tests will Ij 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 I Engineer. Before applying the test pressure, all air shall be expelled from the pipe by permanent taps or corporation cocks where necessary. I l Test pressure shall be the greatest of 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. Iic) 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 ,`l 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. I I.1 Part C, Construction Methods 3 LL 1 1 The leakage for water pipe shall be within the limits set out in AWWA C600, latest revision. No pipe installation will b accepted until the leakage is less than the number of gallon per hour as determined by the formula: L = SDJ Ps 133,200 -- L = allowable leakage, in gallons per hour; S = length of pip 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 that that specified, the leak shall be located and repaired and the line shall be -re -tested. All visible leaks shall be repaire regardless of the amount of leakage. - d) Disinfection: After successful pressure testing, the line(s) shall be flushed velocity equal to or greater than 2.52 feet per second. The line shall then be disinfected ink accordance with AWWA C601, 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 ADPC&E regulations. • After sterilization is complete, the Contractor shall then flush the sterilizing 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. No water meters shall be set untilthe samples have been approved in writing by the State.• 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 I: I 2. Pipe Trench Excavation: ' The trench shall be excavated to at least 6 inches below the grade necessary to provide the minimum cover required. Trench width shall be outside pipe diameter at the bell plus 1 foot either side, except for PVC pipe, the minimum trench width shall be the outside diameter of the pl us pipe 8 inches. Maximum trench width shall be the outside diameter of the pipe plus 2 feet. 1ll ,I 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. I. 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. I, 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. U Part C, Construction Methods 5 L El 1- 3. Pipe 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 b backfilled with excavated material free from rock larger than 6 inches within 18" of the top of the bedding and 8" in diamete thereafter. In no case shall rock material from blasting operations be allowed in the trench.- ' 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. Part C, Construction Methods Ii 11 11 1' J Ii 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. Single meter sets shall be placed in the center of the lot. . 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. 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. 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 place meter box locations on the Record in the field. The Record Drawings shall lot is to receive water service. 5. Valve and Valve Box Installation: the Engineer of Record to Drawings and to mark them indicate from where each Gate and butterfly valves shall be installed in accordance with AWWA C600, latest revision, Sections 3.3 and 3.6, 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. 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 hand tamped so that the ground will not settle after placement of the concrete collar. Part C, Construction Methods 7 I' ,7 1 All valve box lids si collar placed around them. valve box lid and shall be shall be flush with the top or roadway surface. Valve until every item of cleanup call have an 18 inch square concrete The collar shall be centered on th 6 inches thick. The top of the pa of the box and the surrounding ground box collars shall not be constructed, has been completed. 6. Fire Hydrant Installation: I Prior to installation, all hydrants shall be inspected for direction of opening, cleanliness of inlet elbow, handling damage, and cracks. k 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 ductile iron pipe 6 inch branch of retaining lip and rods. Any change shall be accomplis shall be connected to the main with a 6 inch branch and an independent 6 inch gate valve. The the main line fittings shall be equipped with swivel gland for positive restraint without tie in grade needed to properly place the hydrant ;hed 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. Part C, Construction Methods I 8 i. I. 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 ,fl landowner involved indicates to the City a willingness to waive L.a 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. 'I 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: 'Gass 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. 1J ii ILl IH 1U 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 backfilled in accordance with these Specifications. After the topsoil has been replaced tothe 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): Part C, Construction Methods 9 I: Lawn Fescue 40% Blue Grass 30% Rye Grass (Annual) 30% During or after seeding is complete, all areas shall b covered with 10-20-10 fertilizer at the rate of 250 pounds pe 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% Rye Grass (Annual) 40% White Clover (Common) 20% Part C, Construction Methods 10 1 I I, After the area has been accepted, it shall be seeded at the -j rate of 0.15 pounds per 100 square feet. During or after 1seeding 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 IL uniformly spread so as to provide a thickness of approximately 2 inches when first spread. fi ,c) Class III C7 eanun - Steen 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 1 surf ace- 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. Ii! 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 szme 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. I. Straw mulch consisting of good grade clean straw,- free of ,.^1 weeds or seed shall be placed over seeded areas and shall be :III uniformly spread so as to provide a thickness of approximately • 2 inches when first spread. UAll 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 i1 the site of the work. u I 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 11 I I If the trench should settle while the Contractor is still on the job or within two (2) yez date, the Contractor shall ma) additional cost to the Owner in responsibility provisions of th Contractor to make necessary period will be cause for Owner repairs and invoice the Contrac e) Restoration of Damaged Surfaces and Proei Lv. Where anyl pavement; trees, shrubbery, fences, poles or other property and surface structures have been damaged, removed or disturbs by the Contractor, whether deliberately or through failure to carry out the requirements of the contract documents, state laws, municipal ordinances, or through failuretoemploy usual and reasonable safeguards, such property and surface, structures shall be replaced or repaired at the expense of the Contractor. = rs of the project completiot :e the required repairs at n accordance with the continuing ase Specifications. Failure o repairs during the one yea to make or contract for suc tor for all costs. 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 repaired in accordance with these Specifications type of pavement existing prior to construction. damaged shall be depending upon the I. 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. Part C, Construction Methods I I LI I 12 ' I I. fl It ii 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 costof determining the compacted density shall be at the expense of the Contractor. Any unacceptable patch or repair shall be replaced and/or recompacted and retested at the Contractor's expense. 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. i110. 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. Ii11. 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. '' Part C, Construction Methods 13 F I The Contractor shall post suitable signs indicating that a street is closed and'- necessary detoursigns for a prope maintenance of traffic. Three (3) days written notice to theg 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. I i i i 1 '. 1 Part C, Construction Methods 14 ': Ii ' DIVISION 1 - GENERAL PROVISIONS SECTION 1-01: GENERAL DESCRIPTION. The work to be performed under these contract documents consists of providing all labor, materials, equipment, tools, superintendence, and all other services necessary for construction of the project as shown on plans. SECTION 1-02: LEGAL ADDRESS OF OWNER. The legal address of the Owner shall be as shown on the cover sheet of the specifications. i SECTION 1-03: VERIFICATION. Data concerning surface features, present obstructions on or near site, locations of pipes, roads, i i etc., have been obtained from sources the Engineer believes reliable, but accuracy of such data is not guaranteed and is furnished solely for the accommodation of the Contractor. Use of such data is made at the Contractor's risk and no additional ' allowance will be granted because of the Contractor's lack of knowledge of existing conditions. The Contractor shall be responsible for the verification of all measurements shown on the ' drawings and/or other new construction on the premises. Each bidder is required to form his own opinion of the character of the materials and of other conditions to be encountered from an 't inspection of the area, from his own interpretation of test -hole information and from such investigation as he may care to make. ' SECTION 1-04: LIQUIDATED DAMAGES. Liquidated damages will be assessed in the event of an overrun of time required to complete the work described by these specifications in the amount set forth in the "ADVERTISEMENT FOR BIDS". The Engineer shall maintain a { record of "Consecutive Calendar Days" and "Non -workable Days" from J date of "NOTICE TO PROCEED". If construction progress is delayed by acts of God and beyond the control of the Contractor, an extension of Construction Time may be requested by Contractor. ' Contractor shall pay such damages to Owner prior to acceptance of the construction by the Engineer. ' SECTION 1-05: SAFETY. Contractor shall comply with the Occupational Safety Health Standards Act of 1964, and the latest revision thereof. ■ SECTION 1-06: OFFICE AND SANITARY FACILITIES. A construction office will be needed as required by the Contractor when required • by law. Sanitary facilities will be required as needed to conform with city or county ordinances or rules. I: 1! 1 1. II Li] DIVISION 1 - GENERAL PROVISIONS SECTION 1-07: CONSTRUCTION ON PRIVATE PROPERTY. A permanent construction easement shall be provided by the Owner f or construction improvements across private property, as shown on the easement plans, to be provided by the Engineer to the successful bidder. The Contractor shall not damage or destroy obstructions within area. Satisfactory settlement for such damage shall be made by the Contractor directly to the property owner. Pavements, drains, fences, driveways, wells, septic tanks, lines, and etc. shall be restored, immediately following construction of the project, to the original condition thereof as determined and approved by the Engineer. The Contractor shall conduct his work so as to interfere as little as possible with traffic. The Contractor shall consider Section 1-14: "MAINTENANCE OF TRAFFIC", of these specifications as pertaining to this area also. Existing underground and/or overhead utilities are not always shown on the project plans. The Contractor shall coordinate with all utility companies at a preconstruction conference prior to starting construction. The Contractor shall cooperate with all utility companies in an effort to protect existing utilities. Any variation or elimination of construction and temporary construction easements shall be reflected on the construction plans. SECTION 1-08: NOTIFICATION OF UTILITY COMPANIES: The Contractor is responsible for informing utility companies forty-eight [48] hours prior to start of construction for the purpose of locating existing utilities. The Contractor is responsible for any and all damage to utility lines he might damage in the course of construction; furthermore, the engineer shall not be held liable for said damages. SECTION 1-09: CO -CONTRACTOR BIDS. In the case of two contractors working on the same job, each Contractor shall be responsible for coordinating his work schedule with the other Contractor. Each Contractor shall be responsible for any damage done to his respective work by the other contractor. The Engineer shall not be held responsible for any damages of any kind. SECTION 1-10: BID PROCEDURES. The Contractor shall bid said project in accordance with construction documents and proposal included. Extra compensation for any unit of construction must be itemized in the proposal and included with the bid. L I El I I I Li] I El n H II Ii DIVISION 1 - GENERAL PROVISIONS SECTION 1-11: SCHEDULE OF OPERATIONS. Before work is started, the contractor shall prepare a detailed schedule of all construction operations that shall not only indicate the sequence of work, but also the expected time of starting and completion of each part. ' The schedule shall be submitted to the Engineer, for approval. If conditions beyond the control of the contractor justify and the Owner approves a deviation from the expected time, the Contractor I.j shall service the construction schedule in accordance with the approved change. The Owner may require the Contractor to add to his construction forces as well as increase his working hours if operations fall behind the approved schedule to an extent that the completion of work within the specified time appears to be doubtful. ' 1 Connections into the existing facilities shall be so done as to make the least possible interruption to the normal functioning of existing facilities. The timing of this work shall be planned by '' the Contractor and authorized by the Owner or his agent before proceeding. ' l Residents and users of existing utilities shall be notified by the Contractor twenty-four [24] hours in advance of service interruptions. ' SECTION 1-12: RIGHTS -OF -WAY ON PRIVATE PROPERTY. The necessary permanent or temporary Rights -of -Way for the construction will be provided by the Owner. The centerline of pipe line Rights -of -Way ,across private property will be marked by the Engineer with stakes ._ set at intervals of sight distance. The Contractor shall be responsible for all damage to crops and other property outside the boundaries of the Rights -of -Way and shall make satisfactory settlement for the damages directly with the property owner and tenant involved, as their interests may require. II I__ r 1' 11 i DIVISION 1 - GENERAL PROVISIONS ' SECTION 1-13: PROTECTION AND MAINTENANCE OF PUBLIC AND PRIVATE ' PROPERTY. The Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by the construction work performed by him. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, and other surface structures affected by construction operations in connection with the performance of the contract, together with all sod and shrubs in yards and parks removed or otherwise damaged, shall be restored to the original conditions thereof as determined and approved by the Engineer. All replacements of such underground constructions and surface structures or parts thereof shall be made with new materials, conforming to the requirements of these specification or, if not specified, as approved by the Engineer. ' The Contractor shall be responsible for all damage to streets, roads, highways, - shoulders, ditches, embankments, culverts, bridges, or other public or private property or facility, regardless of location or character, which may be caused by moving, hauling, or otherwise transporting equipment, materials, or men to or from the work or any part of the site thereof. The Contractor shall make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over the damaged property or facility, concerning its repair or replacement or payment of costs incurred in connection with said damages. The Contractor is responsible for notifying the affected governing bodies forty-eight [48] hours prior to start of construction and is responsible for any and all fees. SECTION 1-14: MAINTENANCE OF TRAFFIC. The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian, and shall provide and maintain suitable and safe bridges, detours, or other temporary expedients for accommodation of public and private travel. Owners of private drives shall be given reasonable notice by the Contractor, before initiation of construction which would interfere with the normal passage of public or private travel, of the date and extent of construction involved. In making open -cut street crossings, the Contractor shall not block ' more than half [1/2) of the street at a time. Whenever possible, the Contractor shall widen the shoulder on the opposite side to facilitate traffic flow. Temporary surfacing shall be provided as necessary on shoulders. I 4 1 I Ii DIVISION 1 - GENERAL PROVISIONS SECTION 1-15: PAVEMENT REMOVAL AND REPLACEMENT. Where surfaced ' streets, walks, drives, or parking areas are cut, removed, or damaged in the execution of the work, the Contractor shall replace all pavements or other surfacings so removed or damaged to their I-.. — original, or better, state and condition, to the satisfaction and approval of the Engineer. See Details of various Road Crossings in the Appendix of these specifications. )After trench backfill, the Contractor shall provide a gravel surface at least 6 inches in depth which he shall maintain until the permanent pavement is replaced or the =expiration of the Ii contract and performance bond period. The gravel shall be of the quality normally used by the Owner and shall have a size gradation that will allow dense compaction and shall be free from lumps or 'balls of clay or other objectionable materials. Approval of both the material and the source of supply must be obtained from the Engineer prior to delivery of any material on the site of the work. ' Pavements constructed of asphalt and concrete shall be removed in a careful manner and shall be replaced in accordance with Type I or Type III Road Crossing Details as specified on sheets 2 and 4 in ' 1 the Appendix of these specifications. Concrete and asphalt shall comply with minimum requirements shown on project plans. ' Gravel surfaced streets shall require no paving, but shall comply with Type II Road Crossings, Detail Sheet No. 3 in the Appendix to these specifications. The gravel surface, as specified for Type II Road Crossings, shall be replaced immediately after the trench is ' back -filled. A trench in a graveled street will be considered as having been repaired when the graveled surface has become stable and is at proper grade. ' All gravel surfacings, walk, drives, or parking areas, removed or damaged, shall be replaced with new material as specified. All costs in connection with the removal and replacement of such surfacing, including the temporary gravel surface on asphalt paved streets, shall be included in the unit prices bid for the pay item affected thereby. Ii SECTION 1-16: BARRICADES AND LIGHTS. All streets, roads, highways, or other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall also be located at the nearest intersecting public highway or street on 'each side of the blocked.section. J ,J II I DIVISION 1 - GENERAL PROVISIONS ' All open trenches and other excavations shall be provided with ' suitable barriers, signs, and lights to the extent that adequate protection is provided to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public streets and highways shall be so placed and the work at all- times shall be so conducted as to cause the minimum obstruction and inconvenience to the I traveling public. All barricades and. light expenses will be paid by the contractor. SECTION 1-17: FENCES. All existing fences which interfere with the construction operations shall be maintained by the Contractor until the completion of the work affected thereby, unless written permission is obtained from the owner thereof to leave an interfering fence dismantled for an agreed period of time. Where fences must be maintained across the Right -of -Way, adequate gates shall be installed therein. Gates shall be kept closed and locked at all times when not in use. , On completion of the work across any tract of land, the Contractor shall restore all fences to their original or to a better condition and quality, purchasing new material to replace all materials lost, damaged, or destroyed. Temporary gates installed by the Contractor in any fence line may be left in place with the permission of the , owner and tenant of the property. All materials used in fence repairs or replacements shall be approved by the Engineer. ' SECTION 1-18: PROGRESS PHOTOGRAPHS. Photographs of the construction work will be taken before, during, and upon completion of the construction. Such photographs shall be taken at the direction of the Engineer. Contractor shall provide a Polaroid camera and all required film for this purpose when requested by the Engineer. ' I I I I rlL DIVISION 1 - GENERAL PROVISIONS Cl ' SECTION 1-19: RESPONSIBILITY OF CONTRACTOR FOR BACKFILL. The � Contractor shall be responsible, financially and otherwise, for (a) uUall settlement of trench and other backfill which may occur from time of original backfilling until the expiration of one year after Cl^ the date of final payment for the entire contract under which the backfilling work was performed, (b) the refilling and repair of all backfill settlement and the repair or replacement to the original l or a better condition of all pavement, top surfacings, driveways, ! area ways, curbs, gutters, walks, surface structures, utilities, L i drainage facilities, sod, and shrubbery which have been damaged as a result of backfill settlement operations, and (c) all damage claims or court actions against the Owner for any damage directly (l,! or indirectly caused by backfill settlement. ]1 it I' I: 11 1! 1 Ii 1' The Contractor shall make, or cause to be made, all necessary backfill replacements, or repairs or replacement appurtenant thereto, within thirty (30) days after due notification by the Engineer or Owner. SECTION 1-20: TESTING. Contractor shall provide all personnel and facilities for testing systems. Owner will provide WATER for testing on the following basis: A. Pipeline and Pump Station Testing and Cleaning - A maximum of twice the capacity of all mains. B. Storage Tanks Testing and Cleaning - A maximum of twice the capacity of all tanks. Cost of additional water used shall be deducted from Contractor's Final Payment. SECTION 1-21: BASELINES AND BENCHMARKS. - The Contractor shall furnish competent personnel with work tools and material and shall assist the Engineer in the establishment of baselines, benchmarks, and other basic reference media needed to control the location and elevation of work under this contract. Thereafter, the Contractor shall carefully preserve such vertical and horizontal control and shall make and be responsible for all measurements from it to the work to be done. The Contractor shall compensate the Engineer through withholding of the final payment by the owner for replacing damaged controls (such as hubs and stakes for horizontal and vertical control) at the rate of $85.00 per hour with a minimum of $275.00 per appearance. 7 II DIVISION 1 - GENERAL PROVISIONS SECTION 1-22: CLASSIFICATION OF EXCAVATED MATERIAL. Excavated material shall be classified as earth excavation and blast rock excavation. Blast rock excavation shall be composed of rock not removable by a backhoe chopping and prying action, but requiring drilling and blasting or air tools for its removal. Chert, slate, sandstone boulders less than six [6) feet in diameter, or any non -homogenous material shall not be considered blast rock, and shall not be paid as such. SECTION 1-23: MEASUREMENT AND PAYMENT. It is the intent of the proposal and special conditions that the total bid, as submitted, shall cover all work shown on the contract drawings and required by the specifications and other contract documents. All costs in connection with the work, including furnishing of all construction plant equipment and tools and performing all necessary labor to fully complete the work shall be included in the unit and lump sum prices named in the proposal. No item nor work that is required by the contract documents for the proper and successful completion of the contract will be paid outside or in addition to the prices submitted in the proposal. All work not specifically set forth in the proposal as a new item shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices named in the proposal. The method of measurement and basis for payment for each item as listed in the bid forms shall be as stipulated in the following subparagraphs: A. Measurement, Retainment and Payment. These items shall be paid for on a unit price in place, furnished and installed in accordance with plans and specifications. All payments shall be made on the Engineer's estimated percent of completion, less retainment and designated as "PARTIAL PAYMENT" to the Contractor by the Owner. Retainment shall be 10% of Engineer's Estimated Percentage of Completion of each Bid Item, up to 50% of Total Project Bid figure; Thereafter, that amount of retainment shall remain constant until the completion of project. The Unit Bid Price for Water line shall be paid as follows: A) Pipe in place with Cleanup at -------------------------80% B) Accepted Pressure Testing ------------------------------5% C) Safe Chlorine Tests from Health Department -------------5% D) Cleanup to Road Crossing, fences, yards, fields, etc. - 10% The retainment shall be released after all acceptance tests and cleanup operations have been completed with successful results and acceptance by the City or governing authority. 11 I I I L In DIVISION 1 - GENERAL PROVISIONS All pipe and encasement pipe shall be measured for payment in a � horizontal plane along the centerline of pipe. B. Blast Rock. This item shall be paid for on a unit price per jl •i cubic yard as measured in the trench after excavation and before • bedding and installation of pipe and shall include all excavation, dewatering, sheeting, or shoring as required, embedment, backfill, subsequent handling, and disposal of all rock and waste material and all other items not paid for separately. In for payment shall be computed from the actual depth and length of blast rock excavated except that the maximum trench width shall be considered to be the nominal pipe diameter plus eighteen [18] inches and the maximum excavation below the installed pipe considered to be six [6] inches. See Detail Sheet No. 16, "Trench J Detail", in the Appendix. ii Rock measurement shall be made by the Engineer's representative. C. Material Payment. The Contractor shall be paid for material stored on site within thirty [30) days of delivery to the site or within fifteen [15] days after the Engineer has submitted the invoices to the Owner for payment, whichever is the later date. 1 SECTION 1-24: SHOP DRAWINGS. The Contractor shall furnish all Shop Drawings that are required by the Contract Documents. The Contractor shall submit all Shop Drawings sufficiently in advance of construction to allow ample time for checking, correcting, resubmitting and rechecking and to avoid any delay in progress of the work. The method of measurement and basis for payment for each item as listed in the bid forms shall be as stipulated in the following ll subparagraphs: Shop drawings submitted shall be marked with the name of the • project, numbered, and bear the stamp of approval of the Contractor as evidence that the Shop Drawings have been reviewed and approved by the Contractor. If the Shop Drawings show variation to the Engineer's intention in his Letter of Transmittal in order that, if 1� acceptable and Engineer gives written approval to the variation, suitable action may be taken for proper adjustment; otherwise, the Contractor will not be relieved of the responsibility of executing the Work in accordance with the Contract Documents, even though such Shop Drawings or samples have been otherwise reviewed. 1] I) t 11 DIVISION 2 - GENERAL PIPE INSTALLATION SECTION 2-01: CLEANING. The interior of all pipe and fitting tl shall be thoroughly cleaned of all foreign matter before being installed and shall be kept clean until the pipe has been jointed. Every precaution shall be taken to prevent foreign material from 1 entering the pipe while it is being installed. No debris, tools, clothing, or other materials shall be placed on the pipe. No hooks of any kind will be allowed to come in contact with the pre -molded joint or interior of the pipe. �1 SECTION 2-02: INSPECTION. Each piece of pipe shall be tested for 1 defects after its delivery alongside the trench near the point of installation. Cast iron, ductile iron, or vitrified clay pipe and fittings, while suspended and hanging free, shall be rung with a ' light hammer to detect cracks. All defective, damaged, or unsound i pipe and fittings shall be rejected and removed from the site of the work. SECTION 2-03: LAYING PIPE. Pipe shall be protected from lateral displacement by means of backfill specifications and Sheet No. 16 of the Appendix to the Specifications. Under no circumstances 1 shall pipe be laid in water, and no pipe shall be laid under unsuitable weather or trench conditions. When jointed in the trench, the pipe shall form a true and smooth line. Pipe shall not be trimmed except for closures. Pipe not making a good fit shall be removed. I. The laying of pipe shall begin at the lowest point, and the pipe shall be installed so that the spigot ends point in the direction .I of the flow. 1P Ir. II 1:i U DIVISION 3 - EARTHWORK i SECTION 3-01: SCOPE. This section covers excavation, trenching, rock removal, embedment and backfilling, surfacing, grading, and other l appurtenant work. The Contractor shall furnish all labor, equipment, and hand tools for earthwork. SECTION 3-02: GENERAL REQUIREMENTS. Excavation work shall be performed in a safe and proper manner with suitable precautions being taken against hazards of every kind. Excavations shall provide adequate working space and clearances for the work to be performed therein. Subgrade surfaces for concrete and pipe placement shall be clean and free of loose material of any kind. _ ,.; Excavations shall provide adequate clearance for installation and removal of concrete forms. In no case shall excavation faces be undercut for Ii,extended footings. J Backfilling and construction of fills and embankments during freezing weather shall not be done except by permission of the Engineer. No ,backfill, fill, or embankment materials shall be installed on frozen � surfaces, nor shall frozen materials, snow, or ice be placed in any backfill, fill, or embankments. In SECTION 3-03: TRENCH EXCAVATION. All excavation shall be considered unclassified material, and will be included in the line bid item in the proposal. A. Line and Grade. The lines shall be excavated at approximately the locations shown on the plans, or along the lines as designated by the Engineer. Unless a specific profile and grade is shown on the plans, or designated in the Detail Specifications, the grade of the ' J trench shall follow the topography of the ground. B. Extra Depth Excavation. In general, the mains shall be laid at a depth that provides a minimum of three feet of cover below normal existing grade. However, there will be certain areas where it will be necessary to lay at a greater depth to meet future road grades, to clear storm sewers, sanitary sewers, and other utility lines. ci Where these conditions are encountered, lines shall be laid to depths designated by the Engineer. No extra payments will be made for such extra depth; all costs thereof are to be absorbed in the line bid item in the proposal. C. Foundation. The bottom of the trench shall be graded so that the pipe will have an even bearing on good firm soil for its full Ilength. If the trench is excavated too deeply, it shall be backfilled to the proper grade and well tamped. If the natural material in the bottom of the trench is unsuitable to support the pipe, it shall be removed to the depth directed by J the Engineer and replaced with suitable material, if available, or crushed rock (1/2" graded) Ii t I DIVISION 3 - EARTHWORK D. Bell Holes. Bell holes shall be dug and shall be large enough to ' permit ready access to all parts of the joint for assembling and for inspection and to permit bearing as specified above. E. Bracing and Shoring. Except where banks are cut on a stable slope, excavation for structures and trenches shall be properly and substantially sheeted, braced and shored, as necessary, to prevent caving or sliding, to provide protection for existing structures and facilities. Sheeting, bracing, and shoring shall be designed and built to withstand all loads that might be caused by earth movement or pressure, and shall be rigid, maintaining its shape and position under all circumstances. Trench sheeting shall not be pulled unless the pipe strength is sufficient to carry trench loads based on the trench width to the back of the sheeting. Also, it shall not be pulled after backfilling. when ordered by the Engineer, wood sheeting shall be left permanently in the trench. where trench sheeting is left in place, such sheeting shall not be braced against the pipe, but shall be supported in a manner which will preclude the application of concentrated loads of horizontal thrusts on the pipe. •Cross braces installed above the pipe for the purpose of supporting sheeting in the bottom of the trench may be removed after the pipe embedment has been completed. F. Protection of Structures. All existing structures, conduits, pipe lines, etc., along the line of the trench shall be protected from damage or injury due to the trenching operation. G. Wet Trench. At all times during pipe laying operations, the trench ' shall be kept free of water either by pumping, bailing or drainage. H. Open Ditch. The Contractor shall not open more trench in advance of pipe laying than is necessary to expedite the work. One block or 400 feet (whichever is the shorter) shall be the maximum length of open trench permitted on any line under construction. In no case shall more than one (1) joint of pipe be left in an open trench overnight. Except where tunneling is shown on the plans and is specified or is permitted by the Engineer, all trench excavation shall be open cut ' from the surface. SECTION 3-04: CONSTRUCTION WITHIN PUBLIC ROADS AND RAILROAD RIGHTS OF WAY: TUNNELING AND BORING. All railroad and highway crossings shall be encased with casing of the lengths and depth shown on the drawings. All casing materials and procedures shall meet the approval of the appropriate agency. In no case shall any boring be performed without prior written approval of the' appropriate Right -of -Way agency and written proof of proper bonding. 1 2 1 11 DIVISION 3 - EARTHWORK Ii A. Method of Construction. Casing pipe shall be installed using !) equipment that encases the hole as the earth is removed. Boring '• j without the concurrent installation of a casing pipe will not be • permitted. All joints in casing pipe shall be smooth. Casing pipe shall extend through the entire fill and be installed in a manner that will not disrupt traffic, damage roadway grade and surface, or , leave a void space between the bore and casing. When directed by the Engineer and as approved by the State Highway ':Commission or appropriate authority of other road systems, the Contractor shall install the casement pipe in an open trench. The Contractor shall provide traffic control, barricading, compacted backfill, pavement removal and replacement. ,' B. Material - Casing Pipe 'j 1. Welded steel pipe, new material, with a minimum yield of J 35,000 psi. The following minimum wall thicknesses shall be used: I Outside Wall Thickness (Inches) Pipe Diameter Under Highway Under Railroad an 3/4" 2" 0.250 0.250 2" 6" 0.250 0.250 3" 8" 0.250 0.250 4" 12" 0.250 0.250 6" 16" 0.250 0.250 8" 18" 0.250 0.312 10" 24" 0.250 0.375 12" 24" 0.250 0.375 14" 24" 0.250 0.275 IJ 2. In lieu of welded steel, as specified above, asbestos bonded ,f bituminous coated corrugated metal pipe may be used. Pipe ) shall be 14 gauge. Connection shall be match punched. Pipe shall be as manufactured by Armco Steel Company or an approved equal. Casing diameters shall be as specified in (1) above. l Scheduled 40 PVC Pipe is acceptable when constructed in accordance with Arkansas Highway and Transportation Department Specifications. '�� In all cases, the casing used must meet Arkansas State Highway Commission Specifications. C. Work Within Highway and Railroad Rights -of -Way All work performed and all operations of the Contractor, his employees, or his subcontractors, within the limit of railroad and highway Right -of -Way shall be in conformity with the requirements, and be under the control (through the Owner), of the railroad or highway authority owning or having jurisdiction over and control of the Right -of -Way in each case. IJ 3 ,•.l 1 DIVISION 3 - EARTHWORK D. Public Travel. Public travel shall not be needlessly , inconvenienced. Streets, sidewalks, and private driveway crossings, where not bored, shall be promptly backfilled after the pipe is laid. The order of trenching operations shall be such as to interfere as little as possible with the use of streets and alleys. At no time will the Contractor be allowed to leave an open cut street, sidewalk, driveway, or alley overnight. The Contractor shall schedule his work so as to leave overnight no , more than 15 feet of open trench or only the last joint of pipe installed. Such open trench shall be barricaded completely with sawhorses or rope- as approved by the Engineer, and warning lights or battery operated electric flashers properly arranged to warn all traffic of the open trench and lighted as dusk. Such open trench may be covered with steel plates of such strength as to carry pedestal traffic, subject to approval of the Engineer. SECTION 3-05: ROCK EXCAVATION. A. Undercut and Embedment. When the excavation is made through rock ' or other material too hard to be readily removed for admitting the bell of the pipe, the trench shall be excavated at least six (6) inches deeper than the grade of the outside bottom of the barrel of the pipe, and refilled and tamped with suitable excavated materials, SB-2 Base, or fill sand as directed by the Engineer. B. Blasting. For rock excavation the Contractor may choose the option of drilling and blasting rock for easy removal. The Contractor's methods of blasting shall conform with the Associated General Contractor's Manual of Accident Prevention in Construction, and the National Fire Protection Association NFPA No. 495 - Code for the Manufacture, Transportation, Storage and Use of Explosives and Blasting Agents. Such blasting shall be performed as approved by the Engineer. The Contractor shall employ someone experienced and bonded in explosives and blasting to perform all explosive and blasting work. The Contractor shall be held responsible for noncompliance. Prior to blasting, the Contractor shall notify all adjacent '? utilities: Care shall be exercised by the Contractor to prevent shattering rocks beyond required limits of excavation. This shall be accomplished with the charge holes properly located and drilled to correct depth for charges used. The charges shall all be limited in size to minimum required to permit reasonable removal of material by excavating equipment with "over -break" effects corrected by the removal of broken rock and replacement with approved suitable material. Generally it is suggested that slow blow charges be used and blasting be conducted under cover of mats so constructed to prevent scattering of fragments. I: 4 IH i iii DIVISION 3 - EARTHWORK 1 SECTION 3-06: BACKFILLING. After the pipes and joints have been fl inspected and approved, the trench shall be filled to a depth of one (1) foot over the top of the pipe with selected material free of clods and stones. Such select material shall be deposited and compacted in a 1 manner to firmly hold and maintain the pipe in proper position and ' alignment during subsequent pipe jointing, embedment and backfilling operations. All trench backfill above pipe embedment shall conform to the following requirements when so directed by the Engineer: A. Tamped Backfill. Tamped backfill will be required for the full depth of the trench under roads, driveways, highway shoulders, • curbs, sidewalks, gutters, and other surfaces, construction, or structures. Tamped backfill materials shall be finely divided job excavated material free from debris, organic material and stones larger than 3/4". The backfill material may be placed in one operation for tamping with the hydro -hammer to finish grade, but shall have a moisture content sufficient to obtain ninety percent ,_ (90%) of maximum density with the method of compaction used. Such density will be tested in accordance with AASHO Designation T147-54. • j B. Uncompacted Backfill. Mechanical compaction of trench backfill above pipe embedments in locations other than those herein -before. specified will not be required, however, complete water inundation in of backfill will be required. '� Uncompacted earth backfill material which is to be placed above embedments shall be free of brush, roots more than two (2) inches in diameter, debris, and boulders, in certain portions of the trench depth. C. Inundated Sand Backfill. At the option of the Contractor, inundated sand may be installed in lieu of tamped backfill in any of the above I U locations where, in the opinion of the Engineer, the use of water for this purpose would cause no damage to adjacent property or buried utilities. U Sand for inundated sand backfill shall be free from lumps, rubbish, roots, cinders, and other objectionable material; not more than Ii. percent (25%) shall be retained on a No. 4 sieve, and not more than ten percent (10%) shall pass a No. 200 sieve: The general procedure to be employed in the inundation of sand backfill with water shall be submitted by the Contractor and approved by the Engineer prior to starting operations thereunder. Operational details in connection therewith shall be acceptable to the Engineer at all times. D. Crushed Rock Backfill. In lieu of the tamped backfill, the Contractor may fill the full depth of the trench with a crushed rock, as approved by the Engineer. After placement, the crushed rock shall be tamped to ensure a mechanical interlock of particles. Li I. DIVISION 3 - EARTHWORK , SECTION 3-07: STREAM CROSSINGS. A concrete encasement of six (6) inches minimum thickness shall be installed around the pipe at such places as are indicated on the plans or as directed by the Engineer to provide extra protection to the pipe where it crosses creek or stream water courses. SECTION 3-08: PROTECTION OF TRENCH BACKFILL IN DRAINAGE COURSES. Where trenches are constructed in or across roadway ditches or other water courses, suitable ditch checks as approved by the. Engineer shall be installed as directed. Ditch checks may be of creosote treated lumber, stone, or concrete as authorized. In any case, the ditch check shall extend not less than two (2) feet below the original ditch or water course bottom for the full bottom and side slopes thereof. SECTION 3-09: DISPOSAL OF EXCESS EXCAVATED MATERIAL. On both public and private property, excess excavated materials not required for backfill '. or grading shall be removed from the site of excavation by the Contractor. The Contractor shall be responsible for the proper disposal of such material to the satisfaction of the Engineer or the Owner of the disposal site. Excess excavated materials from trenches located in open fields shall be distributed directly back over the pipe line and within the pipe line Right -of -Way to a maximum depth of six (6) inches above the original ground surface, at and across the trench and with uniform side slopes. Grubbed and excavated material not suitable for backfill, such as rock, trees, roots, etc., shall be PROPERLY DISPOSED OF by the Contractor. Such items SHALL NOT be left on the construction site. SECTION 3-10: PAVED SURFACES. Paved surfaces shall be removed and ' replaced in kind to the satisfaction of the Engineer. SECTION 3-11: GRADING AND SEEDING. After backfilling has been completed and settled, all areas on the site of the work which are to be graded shall be brought to grade at the. specified elevations, slopes, and contours. Slopes shall be trimmed and dressed by hand and other surfaces so graded that effective drainage is secured. Grading and surfacing shall be completed to the satisfaction of the Engineer. Before sowing any seed, all shaping and dressing of such areas shall have been completed to the satisfaction of the Engineer and the areas prepared to receive the seed by using a disc spiker or other implement as approved by the Engineer. Seed used shall be first quality and shall be a mixture approved by the Owner and the Engineer. No seeding shall be done during windy weather or when the ground is frozen, wet, or otherwise in a non -tillable condition. Full advantage shall be taken of time and weather conditions best suited for seeding, and such time of seeding shall be subject to the approval of the Engineer. 1 I.; 11, DIVISION 3 - EARTHWORK JII The Contractor shall maintain all new seeded areas at his own expense, fl until final acceptance of the project. Maintenance shall consist of watering, mulching, protecting, replacing, and other work as may be necessary to keep the work in satisfactory condition. All water required in connection with the seeding work and maintenance shall be furnished ;'. by and at the expense of the Contractor. SECTION 3-12: RE -SODDING. All established lawn areas cut by the line of trench or damaged during the course of the work shall be re -sodded, after completion of construction, to the complete satisfaction of the property owner. All sod used shall be of the same type removed or damaged, shall be of the best quality, and when placed, shall be live, fresh, growing grass. All sod shall be procured from areas where the soil is fertile and contains a high percentage of loamy topsoil, and from areas that have .I been grazed or moved sufficiently to form a dense turf. The sod shall be transplanted within 24 hours from the time it is harvested unless it is stacked at its destination in a manner satisfactory to the Engineer. All sod in stacks shall be kept moist and protected from exposure to the sun and from freezing. In no event shall more than one week elapse between the time of cutting and planting of the sod. '� Before placing or depositing sod on areas to be sodded, all shaping and dressing of the area shall have been completed to the satisfaction of the t_Engineer. After the shaping and dressing have been completed, commercial ; fertilizer, of a type as approved by the Engineer, shall be applied uniformly over the areas so prepared in a manner and in amounts as • recommended by the manufacturer and harrowed lightly. Sodding shall follow immediately. All sodding shall be done during the period from March 15 to October 1, unless written permission is given by the Owner to extend the planting season. SECTION 3-13: PRESERVATION OF TREES AND SHRUBS. No trees shall be -! removed outside the excavation limits, except where their removal is authorized by the Engineer. �i Main tree roots shall not be cut except where they are within the area 'l to be occupied by a pipe or structure. Excavation shall be done by hand Main where necessary to prevent injury to roots or trees. Ii Li DIVISION 3 - EARTHWORX Where trees are on the line of trench or adjacent thereto and conditions are such that tunneling beneath the tree can be accomplished without damage thereto, tunneling will be required. Where it is impossible to tunnel under trees on the line of trench, such trees shall be removed and disposed of by, and at the expense of, the Contractor and to the satisfaction of the property owner. Trees which are left standing shall be adequately protected from permanent damage by construction operation. Trimming of standing trees where required shall be as directed by the Engineer. All shrubbery damaged or removed by the Contractor shall be replaced to the satisfaction of the Owner thereof, by and at the expense of the Contractor. SECTION 3-14: REMOVAL OF WATER. The Contractor shall provide and maintain adequate de -watering equipment to remove and dispose of all - T surface and ground water entering excavations, trenches, or other parts of the work. Each excavation shall be kept dry during subgrade preparation and continually thereafter until the structure to be built, or the pipe line to be installed therein is completed to the extent that no damage from hydrostatic pressure, floatation, or other causes will result. All excavations for concrete structures which extend down to or below the static ground water elevations shall be de -watered by lowering and maintaining the ground water surface beneath such excavations a distance of not less than 12 inches below the bottom of the excavation. Surface water shall be diverted or otherwise prevented from entering excavated areas or trenches, to the greatest extent practicable without causing damage to adjacent property. The Contractor will be held responsible for the condition of any pipe line, or conduit which he (the Contractor) may use for drainage purposes, and all pipes or conduits shall be left clean and free from sediment. SECTION 3-15: MEASUREMENT AND PAYMENT. These items shall be paid for as the labor and materials are provided for complete in place Bid Items, as furnished and installed in accordance with plans and specification. All payments shall be made on the Engineer's estimated percent of completion, less 10%. ' The 10% holdback shall be released after all acceptance tests have been completed with successful results, and acceptance by the City or Governing authority. SECTION 3-16: WATER LINE AND SEWER LINE SEPARATION. The crossing and ' paralleling of water lines and sewer lines shall be in accordance with the latest revision of the "Rules and Regulations Pertaining to PUBLIC WATER SUPPLIES" of the Arkansas State Board of Health. Uncased water lines shall be separated by 10 feet or more from any sewer line. I- 8 Iii In DIVISION 3 - EARTHWORK ,ii SECTION 3-17: PIPE EMBEDMENT. Trench bottoms shall be accurately graded to provide uniform bearing and support for the pipe barrel between bell holes. When the trench bottom is of proper character, such as uncemented it granular material or other natural bedding material, and uniform shaping can be executed, foreign bedding material will not be required except as 11;! directed by the Engineer for particular exceptions in construction. When j trench bottom materials will not allow uniform bearing for the entire pipe length the excavations shall be carried to a depth sufficient to allow a minimum depth of bedding material, as specified herein and illdetailed on the plan, to be placed under the pipe. The details of trenching, clearances, and pipe embedment are shown on the drawings and the character of such materials are as follows: ½ A. Granular Bedding shall be crushed stone or gravel with not less than 951 passing 3/4 inch and not less than 95% retained on a No_ 4 ri sieve; to be placed in not more than a 12 inch layer in the trench Li bottom and graded, shaped and compacted by slicing with a shovel or other approved means to provide uniform continuous support for the ffinstalled pipe between bell holes. ;I B. Compacted Bedding shall be finely divided, job excavated material free from debris, organic material, and stones,.and compacted to a uniform density which will prevent displacement of the pipe during subsequent operations as approved by the Engineer; granular bedding '1•- material may be substituted for all or part of compacted bedding, but at no additional cost to the Owner. After each joint of pipe has been graded, aligned, and placed in final position on the bedding material, and shoved home, sufficient pipe bedding material shall be deposited and compacted under and I around each side of the pipe and back of the bell, or end thereof, 1 to firmly hold and maintain the pipe in proper position and alignment during subsequent pipe jointing, embedment, and ' f backfilling.operations. 1(_ SECTION 3-18: TRENCH BACKFILL. Trench backfill above pipe embedment shall conform to one of the following requirements: A. Compacted Backfill shall be firmly divided material free from debris' and organic material, but may contain rubble and detritus from rock excavation at certain levels of the trench depth. This material, with a sufficient moisture content, may be placed in lifts and • mechanically tamped to 90% maximum density as determined by AASHO Standard Method A -T-147-54 (using AASHO T-99-57 as a compacted 11 control test) , or the entire trench depth may be back -filled and the l required compaction obtained by tamping with a hydrohammer or by •inundation with water. The method used in obtaining compaction shall be approved by the _j Engineer. Granular bedding material may be used as compacted backfill at the option of the Contractor, but at no additional cost to the Owner. I:J IJ I DIVISION 3 - EARTHWORK B. Uncomoacted Backfill shall be free of brush, roots more than 2 inches in diameter, debris, and junk, but may contain rubble and detritus from rock excavation, stones, and boulders at certain levels of the trench depth. Placement of the material shall be by methods approved by the Engineer. C. Inundated Sand may, at the Contractor's option, be installed in lieu of tamped backfill where, in the opinion of the Engineer, the use of water for this purpose would cause no damage to adjacent property or buried utilities. Sand for inundated sand backfill shall be free of lumps, rubbish, roots, cinders, and other objectionable material; not more than 25% shall be retained on a No. -4 sieve, and not more than 10% shall pass a No. 200 sieve. - The inundation of earth (water settled) or sand backfill shall be done in such a manner as to not disturb the installed pipe or its embedment material, and to use the least amount of water possible in obtaining the most desirable amount of settlement. Trenches shall not be brought to ground level; the water shall be introduced to the trench, from the top of the pipe embedment upward, through a pipe probe attached to a hose, being careful not to disturb bedding material in any consequential nature. Backfill material shall be added during the inundation process so that at completion of the operation a desired surface elevation will be obtained. If for reasons of porous soil, or other circumstances, the backfilling and inundations may proceed by stages if so authorized by the Engineer. This general procedure to be employed in the inundation of sand 1 backfill with water shall be submitted by the Contractor to, and approved by, the Engineer prior to starting operations thereunder. Operational details in connection therewith shall be acceptable to the Engineer at all times. - Compacted backfill shall be required where beneath pavements, surfacing, driveways, curbs, gutters, walks, or other surface construction or structures or where in road or highway shoulders or beneath areas where sod is to be replaced. Placement of trench backfill material will proceed in such a manner, as approved by the Engineer, that no excessive loads, shocks, or impacts will be imposed on the installed pipe which would result in pipe injury or displacement. - Compact masses of still, mucky clay or gumbo, or other consolidated material, or stone more than one cubic foot in volume shall not be permitted to fall more than 5 feet into the trench unless cushioned by at least 2 feet of loose backfill above the pipe embedment. 1 10 I I1 DIVISION 3 - EARTHWORK 1.i No trench backfill material containing rock, or rock excavation detritus, shall be placed in the upper 18 inches of the trench 1 except with the specific permission of the Engineer in each case, nor shall any hard rock, stone or boulder larger than 8 inches in its greatest dimension be placed within 3 feet of the top of the 1. pipe. Large stones may be placed in the remainder of the trench backfill only if well separated and so arranged such that no interference with backfill compaction or settlement will result. Additional backfilling may be necessary at a later date before paving or other surfacing is installed or completed. Trenches to receive sod or seeding shall be topped with 12 inches of topsoil or material equal to that adjacent to the trench at the ground surface. 1 SECTION 3-19: GRUBBING AND CLEARING. The Contractor is responsible for grubbing and clearing all those areas within the construction limits in which he performs work. The Contractor shall properly dispose of all rubble, debris, rocks, etc. He shall also clean and dress up the construction site. Ii SECTION 3-20: ROAD, RAILROAD, PIPELINE. AND UTILITY SERVICE CROSSINGS. iI All construction intersection or paralleling an existing road, highway, railroad, pipeline, or utility shall conform to the requirements established within the jurisdiction of the interested governing 11 authorities. A. State Highway and County Road Permits Verbal permission for the 1construction across and under state and county highways has been _ obtained by the Engineer. However, the Contractor shall be required to post deposits which shall be returnable upon approval and • acceptance by the State Highway Department, the highway department of the county or counties in which the project is located, or any other proper governing authority. No work order shall be issued until such deposits have been made. B. Local Natural Gas Company. The local gas company sets forth the � following requirements for crossing their pipe lines: I.1. The proposed water line should be constructed so that it will cross under or over the gas line with a minimum clearance of 12". I{ 2. It is desirable that the waterline cross the gas pipeline, as near as possible, at right angles. Il 3. No structure, appurtenance or related fitting will be placed J over or under said pipeline which will hinder or interfere with the normal operation and maintenance of the pipeline. 1_J 11 ij L_ [i C DIVISION 3 - EARTHWORK 4. Written notice shall be provided the area representative, as shown on Plan's cover sheet, in sufficient time prior to construction activities so that the local gas company representative may be present during the construction of the line at the crossings. 5. The approaches to the gas pipeline shall be made so that the gas pipeline will be exposed only the minimum length of time. If it is evident that the ditch will cave in at the point of crossing the gas line, cribbing will be requested at this location. 6. Sufficient precaution should be taken in the use of heavy construction equipment so that no damage will be done to the gas pipeline. The use of such heavy equipment over the gas lines will be reduced to an absolute minimum. Furthermore, if conditions so require, the gas pipelines will be bridged or matting will be used in connection with the operation of such equipment to prevent possible damage to the gas lines. 7. The location of the point of crossing should be identified by the best practical method. 8. The water main shall parallel gas mains at a perpendicular distance of 20 feet or more. Local Power and Light Companies. The local power and light companies set forth the following requirements for construction of water mains within their easements: 1. Construct water main parallel to power lines at a perpendicular distance of five (5) feet or more. N Advance notice shall be given if their facilities interfere with construction. 12 11 I 1 cC 'J I I I. IH DIVISION 3 - EARTHWORK SECTION 3-21: TRENCH AND/OR EXCAVATION SAFETY SYSTEMS. 1 1 As Engrossed: 2/10/93 1 State of Arkansas •1 fl 2 79th General Assembly A Bill 3 Regular Session, 1993 SENATE BILL 320 4 By: Senator Keet 5 6 7 For An Act To Be Entitled 8 "AN ACT TO REQUIRE THE INCLUSION IN ALL BIDS FOR PUBLIC WORKS 9 PROJECTS A SEPARATE PRICE PAY ITEM FOR TRENCH OR EXCAVATION 10 SAFETY SYSTEMS; TO INVALIDATE BIDS WHICH DO NOT CONTAIN SUCH 11 PROVISIONS; TO DECLARE AN EMERGENCY; AND FOR OTHER PURPOSES." 12 _ 13 Subtitle 14 "AN ACT TO REQUIRE THE INCLUSION IN ALL BIDS FOR PUBLIC WORKS 15 PROJECTS A SEPARATE PRICE PAY ITEM FOR TRENCH OR EXCAVATION 16 SAFETY SYSTEMS." 17 .1 _ 18 19 BE IT ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF ARKANSAS: • 20 '21 22 SECTION 1. Whenever any agency of this state or of any county, 23 municipality, or school district, or other local taxing unit or 24 improvement district enters into a contract covered by the provisions of 25 Arkansas Code § § 22-9-202 - 22-9-204 for the making of repairs or 26 alterations or the erection of buildings or for the making of repairs or 27 alterations or the erection of buildings or for the making of any other 28 improvements, or for the construction or improvement of highways, roads, J 29 streets, sidewalks, curbs, gutters, drainage or sewer projects, or for • 30 any other construction project in which the public work or public 31 improvement construction project involves any trench or excavation which 32 equals- or exceeds five (5) feet in depth, the agency, county, 33 municipality, school district, local taxing unit or improvement district 34 shall require before an award of the contract: 1 35 36 (1) the current edition of Occupational Safety and Health 1 ` 37 Administration Standard for Excavation and Trenches Safety System, 29 CFR ( 38 1926, Subpart P, be specifically incorporated into the specifications for 39 the trench or excavation safety systems and be included in the base bid. 13 [l DIVISION 3 - EARTHWORK 1 2 3 5 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 As Engrossed: 2/10/93 , SECTION 2. In the event a contractor fails to complete a separate pay item in accordance with the applicable provisions of Section 1 of this act, the agency, county, municipality, school district, local taxing unit or improvement district shall declare that the bid fails to comply fully with the provisions of the specifications and bid documents and will be considered invalid as a non -responsive bid. The owners of the above stated project shall notify the State Department of Labor (Safety Division) of the award of a contract covered by this act. SECTION 3. All provisions of this act of general and permanent nature are amendatory of the Arkansas Code of 1987 Annotated and the Arkansas Code Revision Commission shall incorporate the same in the Code. SECTION 4. If any provisions of this act or the application thereof to any person or circumstance is held invalid, the invalidity shall not affect other provisions or applications of the act which can be given effect without the invalid provisions or application, and to this end the provisions of this act are declared to be severable. SECTION 5. All laws and parts of laws in conflict with this act are hereby repealed. SECTION 6. Emergency. It is hereby found and determined.by the Seventy -Ninth General Assembly of the State of Arkansas that the well- being of Arkansas' craft workers are unnecessarily exposed to the hazards of trench excavation and the immediate passage of this act is necessary in order to protect the health and safety of the Arkansan worker. Therefore, an emergency is hereby declared to exist, and this act being necessary for the immediate preservation of the public peace, health, and safety, shall be in full force and effect from and after its passage and approval. /s/ Senator Keet 1 1 11 I 14 1 I Ii 1i i II Ii DIVISION 3A OHSA SAFETY REQUIREMENTS 1SECTION 01 - EXCAVATION (SUBPART P) � IH Il • I._1 1 J IJ IA I, §1926.606 - 29 CFR Ch. XVII (7-1-92 Edition) • (6) Obstructions shall not be laid on or across the gangway. - (7) The means of access shall be ade- quately illuminated for its full length. • (8) Unless the structure makes it im- possible, the means of access shall be so located that the load will not pass over employees. (c) Working surfaces of barges. (1) Employees shall not be permitted to walk along the sides of covered light- ers or barges with coamings more than 5 feet high, unless there is a 3 -foot clear walkway, or a grab rail, or a taut hardline is provided. (2) Decks and other working sur- faces shall be maintained in a safe condition. (3) Employees shall not be permitted to pass fore and aft, over, or around deckloads, unless there is a safe pas- sage. (4) Employees shall not be permitted to walk over deckloads from rail to coaming unless there is a safe passage. If it is necessary to stand at the out- board or inboard edge of the deckload where less than 24 inches of bulwark, rail, coaming, or other protection exists, all employees shall be provided with a suitable means of protection against falling from the deckload. (d) First -aid and lifesaving equip- ment (1) Provisions for rendering first aid and medical assistance shall be in accordance with Subpart D of this part. - (2) The employer shall ensure that there is in the vicinity of each barge in use at least one U.S. Coast Guard -ap- proved 30 -inch lifering with not less than 90 feet of line attached, and at least one portable - or permanent ladder which will reach the top of the apron to the surface of the. water. If the above. equipment is not available at the pier, the employer shall furnish it during the time that he is working the barge. • (3) Employees walking or working on the unguarded decks of barges shall be protected with U.S. Coast Guard -ap- proved work vests or buoyant vests. (e) Commercial diving operations. Commercial diving operations shall be subject to subpart T of part 1910, § § 1910.401-1910.441, of this chapter. (39 FR 22801, June 24, 1974, as amended at 42 FR 37674, July 22, 1977) § 1926.606 Definitions applicable to this subpart (a) Apron —The area along the wa- terfront edge of the pier or wharf. (b) Bulwark —The side of a ship above the upper deck. (c) Coaming—The raised frame, as around a hatchway in the deck, to keep out water. (d) Jacob's. ladder —A marine ladder of rope or chain with wooden or metal rungs. (e) Rail, for the purpose of § 1926.605, means a light structure serving as a guard at the outer edge of a ship's deck. Subpart P=Excavations Avrnoarrr: Sec. 107, Contract Worker Hours and Safety Standards Act (Construc- tion Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), or 9-83 (48 FR 35736), as ap- plicable, and 29 CFR part 1911. Sourrca 54 FR 45959, Oct. 31, 1989, unless otherwise noted. § 1926.650 Scope, application, and defini- tions applicable to this subpart. (a) Scope and application. This sub- part applies to all open excavations made in the earth's surface. Excava- tions are defined to include trenches. (b) Definitions applicable to this subpart Accepted engineering practices means those requirements which are compatible with standards of practice required by a registered professional engineer. Aluminum Hydraulic Shoring ureans a pre-engineered shoring system com- prised of aluminum . hydraulic cylin- ders (crossbraces) used in conjunction with vertical rails (uprights) or hori- zontal rails (wafers). Such system is designed, specifically to support the sidewalis of an excavation and prevent cave-ins. - BelZ-bottom pier hole means a type of shaft or footing excavation, the bottom of which is made larger than the cross section above to form a belled shape. - NE Page 1 Occupational Safety and Health Admin., Labor § 1926.650 ' Benching (Benching system) means a method of protecting employees from cave-ins by excavating the sides of an excavation to form one or a series of horizontal levels or steps, • usually with vertical or near -vertical surfaces between levels. Cave-in means the separation of a mass of soil or rock material from the side of an excavation, or the loss of soil from under a trench shield or sup- port system, and its sudden movement into the excavation, either by falling or sliding, in sufficient quantity so that it could entrap, bury, or other- wise injure and immobilize a persom Competent person means one who is capable of identifying existing and predictable hazards in the surround- ings, or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authoriza- tion to take prompt corrective meas- ures to eliminate them. Cross braces mean the horizontal members of a shoring system installed perpendicular to the sides of the exca- vation, the ends of which bear against either uprights or wales. Excavation means any man-made cut, cavity, trench, or depression in an earth surface, formed by earth remov- al. Faces or sides means the vertical or inclined earth surfaces formed as a result of excavation work. . Failure means the breakage, dis- placement, or permanent deformation of a structural member or connection so, as to reduce its structural integrity and its supportive capabilities. Hazardous atmosphere means an at- mosphere which by reason of being ex- plosive, flammable, poisonous, corro- sive, oxidizing, irritating, oxygen deli- _ cient, toxic, or otherwise harmful, may cause death, illness, or injury. Sickout means the accidental re- lease or failure of a cross brace. Protective system means a method of protecting employees from cave-ins, from material that could fall or roll from an excavation face or into an ex- cavation, or from the collapse of adja- cent structures. Protective systems in- clude support systems, sloping and benching systems, shield systems, and other systems that provide the neces- sary protection. Ramp means an inclined walking or working surface that is used to gain access to one point from another, and is constructed from earth or from structural materials such as steel or, wood. Registered Professional Engineer means a person who is registered as a professional engineer in the state where the work is to be performed. However, a professional engineer, reg- istered in any state is deemed to be a "registered professional engineer" within the meaning of this standard when approving designs for "manufac- tured protective systems" or "tabulat- ed data" to be used in interstate com- merce. Sheeting means the members, of a shoring system that retain the earth in position and in turn are supported by other members of the shoring system. Shield (Shield system) means a structure that is able to withstand the forces imposed on it by a cave-in and thereby protect employees within the structure. Shields can be permanent structures or can be designed to be portable and moved along as work pro- gresses. Additionally, shields can be either premanufactured or job -built in accordance with § 1926.652 (c)(3) or (c)(4). Shields used in trenches are usually referred to as "trench boxes" or "trench shields." Shoring (Shoring system) means a structure such as a metal hydraulic, mechanical or timber shoring system that supports the sides of an excava- tion and which is designed .to: prevent cave-ins. Sides. See "Faces." Sloping (Sloping system) means a method of. protecting employees from cave-ins by excavating to form sides of an excavation that are inclined away from the excavation so as to prevent cave-ins. The angle of incline required to prevent a cave-in varies with differ- ences in such factors as the soil type, environmental conditions of exposure, and application of surcharge loads. Stable rock means natural solid min- eral material that can be excavated with vertical sides and will remain intact while exposed. Unstable rock is considered to be stable when the rock material on the side or sides of the ex - 1 I I I I I i I I I I I 219 Page 2 I. § 1926.651 29 CFR Ch. XVII (7-1-92 Edition) Ii IH II .I RH Li ii 1] 1 i.I Ii '2 cavation is secured against caving -in or movement by rock bolts or by another protective system that has been de- signed by a registered professional en- gineer. .. - . Structur_a1 ramp means a ramp built of steel or wood, usually used for vehi- cle access. Ramps made of soil or rock are not considered structural ramps. Support system means a structure such as underpinning, bracing, or shoring, which provides support to an adjacent structure, underground in- stallation, or the sides of an excava- tion. - Tabulated data means tables and charts approved -by a registered profes- sional engineer and used to design and construct a protective system Trench (Trench excavation) means a narrow excavation (in relation to its length) made below the surface of the ground. .In general, the depth is great- er than the width, but the width of a trench (measured at the bottom) is not greater than 15 feet (4.6 m). If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to 15 feet (4.6 m) or less (measured at the bottom of the excavation), the excavation is also con- sidered to be a trench. Trench box. See "Shield." Trench shield. See "Shield." Uprights means the vertical mem- bers of a trench shoring system placed in *contact with the earth and usually positioned so that individual members do not contact each other. Uprights placed so that individual members are closely spaced, in contact with or Interconnected to each other, are often called "sheeting." Wales means horizontal members of a shoring system placed parallel to the excavation face whose sides bear against the vertical members of the shoring system or earth. f 1926.651 General requirement& (a) Surface encumbrances. All sur- face encumbrances that are located so as to create a hazard to employees shall be removed or supported, as nec- essary, to safeguard employees. (b) Underground installations. (1) The estimated location of utility in - stallations, such as sewer, telephone, fuel, electric, water lines, or any other underground installations that reason- ably may be expected to be encoun- tered during excavation work, shall be determined prior to opening an exca- vation. (2) Utility companies or owners shall be contacted within established or cus- tomary local response times, advised of the proposed work, and asked to es- tablish the- location of the utility un- derground installations prior to the start of actual excavation. When utili- ty companies or owners cannot re- spond to a request to locate under- ground utility installations within 24 hours (unless a longer period is re- quired by state or local law), or cannot establish the exact location of these installations, the employer may pro- ceed, provided the employer does so with caution, and provided detection equipment or other acceptable means to locate utility installations are used. (3) When excavation operations ap- proach the estimated location of un- derground installations, the exact lo- cation of the installations shall be de- termined by safe and acceptable means. (4) While the excavation is open, un- derground installations shall be pro- tected, supported or removed as neces- sary to safeguard employees. - (c) Access and egress —(1) Structural ramps. (i) Structural ramps that are used solely by employees as a means of access or egress from excavations shall be designed by a competent person. Structural ramps used for access or egress of equipment shall be designed .by a competent person qualified in structural design, and shall be con- structed in accordance with'_ the design. (ii) Ramps and runways constructed of two or more structural members shall have the structural members connected. together to prevent dis- placement. (iii)- Structural members used for ramps and runways shall be of uni- form thickness. (iv) Cleats or other appropriate means used to connect runway struc- tural members shall be attached to the bottom of the runway or shall be at - 220 Page 3 Occupational Safety and Health Admin., Labor § 1926.651 ' tached in a manner to prevent trip- ping. (v) Structural ramps used in lieu of steps shall be provided with cleats or other surface treatments on:.the top surface to prevent slipping. - (2) Means of egress from trench exca- vations. A stairway, ladder, ramp or other safe means of egress shall be lo- cated in trench excavations that are 4 feet (1.22 m) or more in depth so as to require no more than 25 feet (7.62 m) of lateral travel for employees._ - (d) Exposure to- vehicular traffic. Employees exposed to public vehicular traffic shall be . provided with, and shall wear, warning vests or other suit- able garments marked with or made of reflectorized or high -visibility materi- al . . (e) Exposure to falling loads. No em- ployee shallbe permitted underneath loads ,handled by . lifting or digging equipment. Employees shall be re- quired to stand away from any vehicle being loaded or - unloaded to avoid being struck by any spillage or falling materials. Operators may remain in the cabs of. vehiclesbeing loaded or unloaded when the vehicles are equipped, in. accordance with 41926.601(b)(6), to provide adequate protection for the operator during loading and unloading operations. (f) Warning system for mobile equip- ment. When mobile equipment is oper- ated adjacent to• an excavation, or when such equipment is required to approach the edge of an excavation, and the operator does not have a clear and direct view of the edge of the ex- cavation,a warning system: shall - be utilized such as barricades, hand or mechanical signals, or stop logs. If pos- sible; the grade should be away from the excavation. (g)' L Hazardous'" atmospheres -(1) Testing and controls. In addition to the requirements set forth in subparts D and E of this part (29 CPR 1926.50- 1926.107) to prevent exposure to harmful levels of atmospheric con- taminants and to assure acceptable at- mospheric conditions, the following re- quirements shall apply: (1) Where oxygen deficiency (atmos- pheres containing less than 19.5 per- cent oxygen) or a hazardous atmos- phere exists or could reasonably be ex- petted to exist, such as in excavations in landfill areas or- excavations in areas where hazardous substances are stored nearby, the atmospheres in the excavation shall be tested before em- ployees enter excavations greater than 4 feet (1.22 m) in depth. - (ii) Adequate precautions shall be taken to prevent employee exposure to atmospheres containing less than 19.5 percent oxygen and other hazardous atmospheres. • These precautions in- clude providing proper respiratory protection or ventilation in accordance with subparts D and E of this part re- spectively. (iii) Adequate precaution shall be taken such as providing ventilation, to prevent employee exposure to an. at- mosphere containing a concentration of a flammable gas in excess of 20 per- cent of the lower flammable limit of the gas. (iv) When controls are used that are intended to reduce the level of atmos- pheric contaminants to acceptable levels, testing shall be conducted as often as necessary to ensure that the atmosphere remains safe. (2) Emergency rescue equipment. (i) Emergency rescue equipment, such as breathing apparatus, a safety harness and line, or a basket stretcher, shall be readily available where hazardous at- mospheric conditions exist or may rea- sonably be expected to develop during work in an excavation. This equipment shall be attended when in use. (ii) ' Employees entering bell-bottom pier holes, or other similar deep and confined footing excavations, shall wear a harness with a life -line securely attached to it. The lifeline shall, be separate from any line used to handle materials, and shall be individually at- tended at all times while the employee wearing the lifeline is in the excava- tion" (h) Protection from hazards associ- ated with water accumulation. (1) Em- ployees shall not work in excavations in which there is accumulated water, or in excavations in which water is ac- cumulating, unless adequate precau- tions have been taken to protect em- ployees against the hazards posed by water accumulation. The precautions necessary to protect employees ade- quately vary with each situation, but IT I H I I I I I I I I- 221 Page 4 , I Ii 11 Jr= I., §!!261 could include special support or shield - systems to protect from cave-ins,' water removal to control the level of accumulating- water, or use of a safety harness and lifeline. (2) If water is controlled or prevent- ed from accumulating by the use of water removal equipment; the water removal equipment and operations shall be. monitored by a competent person to ensure proper operation. (3) If excavation work interrupts the natural drainage of surface water (such as streams), diversion ditches, dikes, or other suitable means shall be used to prevent surface water from en- tering the excavation and to provide adequate drainage of the area adja- cent to the excavation. Excavations subject to runoff from heavy rains will require an inspection by a competent person and compliance with pan - graphs (h)(1) and (h)(2) of this sec- tion. • (i) Stability of adjacent structures. (1) Where the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring, brac- ing, or underpinning shall be provided to ensure the stability of such struc- tures for the protection of employees. (2) Excavation below the level of the base or footing of any foundation or retaining wall that could be reason- ably'expected to pose a hazard to em- ployees shall not be permitted except when: (1) A support system; such as under- pinning, is provided to ensure the safety of employees and the stability of the structure; or (ii) The excavation is in stable rock; or (iii) A registered . professional engi- neer has approved the determination that the structure is sufficently re- moved from the excavation so as to be unaffected by the excavation activity; or (iv) A registered professional engi- neer has approved the determination that such excavation work will not pose a hazard to employees. - (3) Sidewalks, pavements, and appur- tenant structure shall not be under- mined unless a support system or an- other method of protection is provided 29 CFR Ch. XVII (7-1-92 Edition) to protect employees from the possible collapse of such structures. (j) - Protection of employees from loose rock or soil. (1) Adequate protec- tion shall be provided to protect em- ployees from loose rock or soil that could pose a hazard by falling or roll- ing from an excavation face. Such pro- tection shall consist of scaling to remove loose material; installation of protective barricades 'at intervals as necessary on the face to stop and con- tain falling material; or -other means that provide equivalent protection. "(2) Employeesshall be protected from excavated or'other'materials or equipment that could pose a hazard by falling or rolling into excavations: Pro- tection shall be provided by- placing and keeping such materials or equip- ment at least 2 feet (.61 m) from the edge of excavations or by the use of retaining devices that are sufficient to prevent materials or equipment from falling or rolling into excavations, or by a combination of both if necessary. (k) Inspections. (1) Daily inspections - of excavations, the adjacent areas, and protective systems shall be made by a competent person for evidence of a sit- uation that could result in possible cave-ins, indications of failure of pro- tective systems, hazardous atmos- pheres, or other hazardous conditions. An inspection shall be conducted by the competent person prior to the start of work and as needed through- out the shift. Inspections shall also be made after every rainstorm or other hazard increasing occurrence. These inspections are only required when employee exposure can be reasonably anticipated. (2) Where the competent person finds evidence of a situation that could result in a possible cave-in, indications .of failure of protective systems, haz- ardous atmospheres, or other hazard- ous conditions, exposed employees shall be removed from the hazardous area until the necessary precautions have been taken to ensure their safety. (1) Fall protection. (1) Where em- ployees or equipment are required or permitted to cross over excavations, walkways or bridges with standard guardrails shall be provided. 222 Page 5 Occupational Safety and Health Admin., Labor § 1926.652 ' (2) Adequate barrier physical protec- tion shall be provided at all remotely located excavations. All wells, pits, shafts, etc., shall be barricaded or cov- ered. Upon completion of exploration and similar operations, temporary wells, pits, shafts; etc., shall be back - filled. !11926.652 Requirements for protective systems. - - - (a) Protection. of employees in exca- vations. (1) Each employee in an exca- vation shall be protected from cave-ins by an adequate protective system de- signed in accordance with paragraph (b) or (c) of -this section except when: (i) Excavations are made entirely in stable rock; or - (ii) Excavations are less than 5 feet (1.52m) in depth and examination of the ground by a • competent person provides no_ indication of a potential cave-in. - (2) Protective systems shall have the capacity to resist without failure all loads that are intended or could rea- sonably be expected to be applied or transmitted to the system. (b) Design of sloping and benching systems. The slopes and configurations of sloping and benching systems shall be selected and constructed by the em- ployer or his designee and shall be in accordance with the requirements of paragraph (b)(1); or, in the alterna- tive, paragraph (b)(2); or, in the alter- native, paragraph (b)(3), or, in the al- ternative, paragraph (b)(4), as follows: (1) Option (1) Allowable configura- tions and slopes. (i) Excavations shall be sloped at an angle not steeper than one and one-half horizontal to one vertical (34 degrees measured from the horizontal), unless the employer uses one of the other options, listed below. (ii) Slopes specified in piaragraph (b)(1)(i) of this section, shall be exca- vated to form configurations that are in accordance with the slopes shown for Type C soil in Appendix B to this subpart. . (2) Option (2) —Determination of slopes and configurations using Ap- pendices A and B. Maximum allowable slopes, and allowable configurations for sloping and benching systems, shall. be determined in accordance with the conditions and requirements set forth in appendices A and B to this subpart. (3) Option (3) —Designs using other tabulated data. (i) Designs of sloping or benching systems shall be selected from and be in accordance with tabu- lated data, such as tables and charts. (ii) The tabulated data shall be in written form and shall include all of the following: . (A) Identification of the parameters that affect the selection of a sloping or benching system drawn from such data (B) Identification of the limits of use of the data, to include the magnitude and configuration of slopes deter- mined to be safe; (C) Explanatory information as may be necessary to aid the user in making a correct - selection - of a protective system from the data. - (iii) At least one copy of the tabulat- ed data which identifies the registered professional engineer who approved the data, shall be maintained at the jobsite during construction of the pro- tective system. After that time the data may be stored off the jobsite, but a copy of the data shall be made avail- able to the Secretary upon request. (4) Option (4) —Design by a regis- tered professional engineer. (i) Sloping and benching systems not utilizing Option (1) or Option (2) or Option C3) under paragraph (b) of this section shall be approved by a registered pro- fessional engineer. (ii) Designs shall be in written form and shall include at least the follow - (A) The magnitude of the slopes that were determined to be safe for the particular project; (B) The configurations that were de- termined to be safe for the particular project; and (C) The identity of the registered professional engineer approving the design. (iii) At least one copy of the design shall be maintained at the jobsite while the slope is being constructed. After that time the design need not be at the jobsite, but a copy shall be made available to the Secretary upon request. (c) Design' of support systems, shield systems, and other protective systems. I I I I. I I I H 1. 223 Page 6 Iy § X926:652 29 CFR-Ch. XVH-(7-1-93tdition) li 1.► 11 ill 13 11 1I 1.1 it 1J ii Designs :of support systems shield sys- tems, and other protective systems shall be.selected and -constructed by the-employerbr his designee and shall be in -:accordance with 'the .require- ments of: _paragraph (c)(1); or, in the alternative, paragraph tc)(2); or, in the alternative,`paragiaph (c)(3); or, in the alterrstive,paragraph (c)(4) as fol- lows: (1) Option Cl) Designs using appen- dices A, C and D. Designs for timber shoring in trenches shall be deter- mined in accordance with the condi- tions and requirements set forth in ap- pendices A and C to this subpart. De- signs for aluminum hydraulic shoring shall be in accordance with paragraph (c)(2) of this section, but if manufac- turer's tabulated data cannot be uti- lized, designs shall be in accordance with appendix D. _ (2) Option (2) —Designs Using Manu- facturer's Tabulated Data. (i) Design of support systems, shield systems, or other protective systems that are drawn from manufacturer's tabulated data shall be in accordance with all specifications, recommendations, and limitations issued or made by the man- ufacturer. (ii) Deviation from the specifica- tions, recommendations, and limita- tions issued or made by the manufac- turer shall only be allowed after the manufacturer issues specific written approval. (iii) Manufacturer's specifications, recommendations, and limitations, and manufacturer's approval to. deviate from the specifications, recommenda- tions, and limitations shall be in writ- ten form at the jobsite during con- struction of the protective system After that time this data may be stored off the jobsite, but a copy shall be made available to the Secretary upon request. (3) Option (3) —Designs using other tabulated .data. (i) Designs of support systems, shield systems, or other pro- tective systems shall be selected from and be in accordance with tabulated data, such as tables and charts. (ii) The tabulated data shall be in written form and include all of the fol- lowing: (A) Identification of the _parameters that affect the selection of a --protec- tive system drawn₹rom such data;. .(B) Identification of thelimits.of use .of :the data; :(() Explanatory information as may be necessary to aid the user in-ma'ldng a correct selection of a :protective system from the data. • (iii) Al least one copy of -the tabuiat- ed data, which identifies the 'regis tered professional engineer who ap- proved the data, shall be maintained at the jobsite during construction -of- the .protective system. After that time the data may be stored off the jobsite, but a copy of the data shall be made available to the Secretary upon re- quest. (4) Option (4) —Design by a regis- tered professional engineer. (i) Sup- port systems, shield systems, and other protective systems not utilizing Option 1, Option 2 or Option 3, above, shall be approved by a registered pro- fessional engineer. (ii) Designs shall be in written form and shall include the following: (A) A plan indicating the sizes, types, and configurations of the mate- rials to be used in the protective system; and (B) The identity of the registered professional engineer approving the design. (iii) At least one copy of the design shall be maintained at the jobsite during construction of the protective system. After that time, the design may be stored off the jobsite, but a copy of the design shall be made avail- able to the Secretary upon request. (d) Materials and equipment. (1) Ma- terials and equipment used for protec- tive systems shall be free from damage or defects that might impair their proper function. (2) Manufactured materials and equipment used for protective systems shall be used and maintained in a manner that is consistent with the rec- ommendations of the manufacturer, and in a manner that will prevent em- ployee exposure to hazards. (3) When material or equipment that is used for protective systems is damaged, a competent person shall ex- amine the material or equipment:and evaluate its suitability for continued C — . - • Page 7 Occupational Safety and Health Admin., Labor Subpt. P, App. A ' use. If the competent person cannot assure the material or equipment is able to support the intended loads or is otherwise suitable for safe use, then such material or equipment shall be removed from service, and shall be evaluated and approved by a regis- tered professional engineer before being returned to service. (e),Installation and removal of sup- port —(1) General (i) Members of sup- port systems shall be securely connect- ed together to prevent sliding, falling, kickouts, or other predictable failure. (ii) Support systems shall be in- stalled and removed in a manner that protects employees from cave-ins, structural collapses, or from being struck by members of the support system (iii) Individual members of support systems shall not be subjected to loads exceeding those which those members. were designed to withstand. . - (iv) Before temporary removal of in- dividual members begins, additional precautions shall be taken to ensure the safety of employees, such as in- stalling other structural members to carry the loads imposed on the sup- port system. - (v) Removal shall begin at, and progress from, the bottom of the exca- vation. Members shall be released slowly so as to note any indication of possible failure of the remaining mem- bers of the"structure or possible cave- in of the sides of the excavation. (vi) Backfilling shall progress to- gether with the removal of support systems from excavations. (2) Additional requirements for sup- port systems for trench excavations. (i) Excavation of material to a level no greater than 2 feet (.61 m) below the bottom of the members of a support system shall be permitted, but only if the system is designed to resist the forces calculated for the full depth of the trench, and there are no indica- tions while the trench is open of a pos- sible loss of soil from behind or below the bottom of the support system. (II) Installation of a support system shall be closely coordinated with the excavation of trenches. (f) Sloping and benching systems. Employees shall not be permitted to work on the faces of sloped or benched excavations at levels above other em- ployees except when employees at the lower levels are adequately protected from the hazard of falling, rolling, or sliding material or equipment, (g) Shield systems —(1) General (i) Shield systems shall not be, subjected to loads exceeding those which the system was designed to withstand. (ii) Shields shall be installed in a manner to restrict lateral or other hazardous movement of the shield in the event of the application of sudden lateral loads.- (iii) Employees shall be - protected from the hazard of cave-ins when en- tering or exiting the areas protected by shields. - (iv) Employees shall not be allowed in shields when shields are being in- stalled, removed, or moved vertically. (2) Additional requirement for shield systems used in trench excavations. Excavations of earth. material to a level not greater than 2 feet (.61 m) below the bottom of a shield shall be permitted, but only if the shield is de- signed to resist the forces calculated for the full depth of the. trench, and there are no indications while the trench is open of a possible loss of soil from behind or below the bottom of the shield. APPENDIX A TO SUBPART P —SOIL CLASSIFICATION (a) Scope and application —(1) Scope. This appendix describes a method of classifying soil and rock deposits based on site and envi- ronmental conditions, and on the structure and composition of the earth deposits. The appendix contains definitions, sets forth re- quirements, and describes acceptable visual and manual tests for use in classifying soils. (2)Application. , This appendix applies when a sloping or benching system is de- signed in accordance with the requirements set forth in § 1926.652(b)(2) as a method of protection for employees from cave-ins. This appendix also applies when timber shoring for. excavations is designed as a method of protection from cave-ins in ac- cordance with appendix C to subpart P of part 1926, and when aluminum hydraulic shoring is designed in accordance with ap- pendix D. This Appendix also applies if other protective systems are designed and selected for use from data prepared in ac- cordance with the requirements set forth in § 1926.652(c), and the use of the data is 225 '! C1 I I I I I I I 1. _I 1- Subpt. P, App. A - 29 CFR Ch. XVII (7-1-92 Edition) TI I 1L1 L. Iii 1I i] Li predicated on the use of the soil classifies- tion system set forth in this appendix. . (b) Definitions. The definitions and exam- ples given below are based on, in whole or in part, the following; American Society for Testing Materials (ASTM) Standards D653- 85 and D2488; The Unified Soils Classifica- tion System, The U.S. Department of Agri- culture (USDA) Textural Classification Scheme; and The National Bureau of Stand- ards Report BSS -121. Cemented soil means a soil in which the particles are held together by a chemical agent, such as calcium carbonate, such that a hand -size sample cannot be crushed into powder or individual soil particles by finger pressure. Cohesive soil means clay (fine grained soil), or soil with a high clay content, which has cohesive strength. Cohesive soil does not crumble, can be excavated with vertical -sldeslopes, and is plastic when moist. Cohe- sive soil Is hard to break up when dry, and exhibits significant cohesion when sub- merged. Cohesive soils include clayey silt, sandy clay, silty clay, clay and organic clay. Dry soil means soil that does not exhibit visible signs of moisture content. Fissured means a soil material that has a tendency to break along definite planes of fracture with little resistance, or a material that exhibits open cracks, such as tension cracks, in an exposed surface. Granular soil means gravel, sand, or silt. (coarse grained soil) with little or no clay content. Granular soil has no cohesive strength. Some moist granular soils exhibit apparent cohesion. Granular soil cannot be molded when moist and crumbles easily when dry. Layered system means two or more dis- tinctly different soil or rock types arranged in layers. Micaceous seams or weakened planes in rock or shale are considered lay- ered, Moist soil means a condition in which a soil looks and feels damp. Moist cohesive soil can easily be shaped into a ball and rolled into small diameter threads before crumbling. Moist granular soil that contains some cohesive material will exhibit signs of cohesion between particles. Plastic means a property of a soil which allows the soil to be deformed or molded without cracking, or appreciable volume change. Saturated soil means a soil in which the voids are filled with water. Saturation does not require flow. Saturation, or near satura- tion, is necessary for the proper use of in- struments such as a pocket penetrometer or sheer vane. Soil classification system means, for the purpose of this subpart, a method of catego- rizing soil and rock deposits in a hierarchy of Stable Rock, Type A. Type B, and Type C, In decreasing order of stability. The cate- gorses are determined based on an analysis of the properties and performance charac- teristics of the deposits and the environ- mental conditions of exposure. Stable rock means natural solid mineral matter that can be excavated with vertical sides and remain intact while exposed... Submerged soil means soil which is under- water or is free seeping. Type A means cohesive soils with an un- confined compressive strength of 1.5 ton per square foot (tsf) (144 kPa) or greater. Exam- ples of cohesive soils are: clay, silty clay, sandy clay, clay loam and, in some cases, silty -clay loam and sandy clay loam. Ce- mented soils such as caliche and hardpan are also considered Type A. However, no soil is Type_ A if: - - - (i) The soil is fissured; or. (ii) -The soil is subject to vibration from heavy traffic, pile driving, or similar effects; or (iii) The soil has been previously dis- turbed; or (iv) The soil is part of a sloped, layered system where the layers dip into the excava- tion on a slope of four horizontal to one ver- tical (4H:1V) or greater, or . (v) The material is subject to other factors that would require it to be classified as a less stable material. Type B means: (I) Cohesive soil with an unconfined com- pressive strength greater than 0.5 tsf (48 kPa) but less than 1.5 tsf (144 kPa); or (ii) Granular cohesionless soils including angular gravel (similar to crushed rock), silt, silt loam, sandy loam and, in some cases, silty clay loam and sandy clay loam (iii) Previously disturbed soils except those which would otherwise be classed as Type C soiL (iv) Soil that meets the unconfined com- pressive strength or cementation require- ments for Type A, but is fissured or subject to vibration; or (v) Dry rock that is not stable; or (vi) Material that is part of a sloped, lay- ered system where the layers dip into the excavation on a slope less steep than four horizontal to one vertical (4H:1V), but only if the material would otherwise be classified as Type B. Type C means (i) Cohesive soil with an unconfined com- pressive strength of 0.5 tsf (48 kPa) or less; or (ii) Granular soils including gravel, sand, and loamy sand; or (iii) Submerged soil or soil from which water is freely seeping; or (iv) Submerged rock that is not stable, or (v) Material in a sloped, layered system where the layers dip into the excavation or a slope of four horizontal to one vertical (4H:1V) or steeper. 226 page 9 Occupational Safety and Health Admin., Labor Subpt. P, App. A I Unconfined compressive strength means the load per unit area at which a soil will fail in compression. It can be determined by laboratory testing, or estimated in the field using a pocket penetrometer, by thumb pen- etration tests, and other methods. Wet soil means soil that contains signifi- cantly more moisture than moist soil, but in such a range of values that cohesive materi- al will slump or begin to flow when vibrated. Granular material that would exhibit cohe- sive properties when moist will lose those cohesive properties when wet. - (c) Requirements —(1) Classification of soil and rock deposits. Each soil and rock deposit shall be classified by a competent person as Stable Rock. Type A, Type B, or Type C in accordance with the definitions set forth in paragraph (b) of this appendix. (2) Basis of classification. The classifica- tion of the deposits shall be made based on the results of at least one visual and at least one manual analysis. Such analyses shall be conducted by a competent - person using tests described in paragraph (d) below, or in other recognized methods of soil classifica- tion and testing such as those adopted by the America Society for Testing Materials, or the U.S. Department of Agriculture tex- tural classification system= (3) Visual and manual analyses. The visual and manual analyses, such as those noted as being acceptable in paragraph (d) of this appendix, shall be designed and con- ducted to provide, sufficient quantitative and qualitative information as may be nec- essary to identify properly the properties, factors, and conditions affecting the classifi- cation of the deposits. (4) Layered systems. In a layered system, the system shall be classified in accordance with its weakest layer. However, each layer may be classified individually where a more stable layer lies under a less stable layer. (5) Reclassification: If, after classifying a deposit, the properties, factors, or condi- tions affecting its classification change in any way, the changes shall be evaluated by a competent person. The deposit shall be re- classified as necessary to reflect the changed circumstances. (d) Acceptable visual and manual tests. — (1) Visual tests. Visual analysis is conducted to determine qualitative information regard- ing'the excavation site in general, the soil adjacent to the excavation, the soil forming the sides of the open excavation, and the soil taken as samples from excavated mate- rial (i) Observe samples of soil that arc exca- vated and soil in the sides of the excavation. Estimate the range of particle sizes and the relative amounts of the particle sizes. Soil that is primarily composed of fine-grained material is cohesive material Soil composed primarily of coarse -grained sand or gravel is granular material. (ii) Observe soil as it is excavated. Soil that remains in clumps when excavated is cohesive. Soil that breaks up easily and does not stay in clumps is granular. (iii) Observe the side of the opened exca- vation and the surface area adjacent to the excavation. Crack -like openings such as ten- sion cracks could indicate fissured material. If chunks of soil spall off a vertical side, the soil could be fissured. Small spalls are evi- dence of moving ground and are indications of potentially hazardous situations. (iv) Observe the area adjacent to the exca- vation and the excavationitself for evidence of existing utility and other underground structures, and to identify, previously dis- turbed soil. . (v) Observe the opened side of the excava- tion to identify layered systems. Examine layered systems to identify if the layers slope toward the excavation. Estimate_ the degree of slope of the layers. (vi) Observe the area adjacent to the exca- vation and the sides of the opened excava- tion for evidence of surface water, water seeping from the sides of the excavation, or the location of the level of the water table. (vii) Observe the area adjacent to the ex- cavation and the area within the excavation for sources of vibration that may affect the stability of the excavation face. (2) Manual tests. Manual analysis of soil samples is conducted to determine quantita- tive as well as qualitative properties of soil and to provide more information in order to classify soil properly. (i) Plasticity. Mold a moist or wet sample of soil into a ball and attempt to roll it into threads as thin as '/s -inch in diameter. Cohe- sive material can be successfully rolled into threads without crumbling. For example, if at least a two inch (50 mm) length of %-inch thread can be held on one end without tear- ing, the soil is cohesive. (if) Dry strength. If the soil is dry and crumbles on its own or with moderate pres- sure into individual grains or fine powder, it is granular (any combination of gravel, sand, or silt). If the soil is dry and falls into clumps which break up into smaller clumps, but the smaller clumps can only be broken up with difficulty, it may be clay in any combination with gravel, sand or silt. If the dry soil breaks into clumps which do not break up into small clumps and which can only be broken with difficulty, and there is no visual indication the soil is fissured, the soil may be considered unfissured. (iii) Thumb penetration. The thumb pene- tration test can be used to estimate the un- confined compressive strength of cohesive soils. (This test is based on the thumb pene. tration test described in American Society for Testing and Materials (ASTM) Standard designation D2488 —"Standard Recommend- ed Practice for Description of Soils (Visual - 227 Page 10 1-- LI I I I [1 I ,] I. I lJ 17 S ILILl 1, J 1' Subpf. P, App. B Manual Procedure).") Type A soils with an unconfined compressive strength of 1.5 tsf can be readily indented by the thumb; how- ever, they can be penetrated by the thumb only with very great effort. Type C soils with an unconfined compressive strength of 0.5 tsf can be easily penetrated several inches by the thumb, and can be molded by light finger pressure. This test should be conducted on an undisturbed soil sample, such as a large clump of spoil, as soon as practicable after excavation to keep to a mi- minum the effects of exposure to drying in- fluences. If the excavation is later exposed to wetting influences (rain, flooding), the classification of the soil must be changed ac- cordingly. (iv) Other strength tests. Estimates of un- confined compressive strength .of soils can also be obtained by use of a pocket pene- trometer or by using a hand -operated shear - vane. (v) Drying test. The basic purpose of the drying test is to differentiate between cohe- sive material with fissures, unfissured cohe- sive material, and granular material The procedure for the drying test involves drying a sample of soil that is approximate- ly one inch thick (2.54 cm) and six inches (15.24 cm) in diameter until it is thoroughly dry: (A) If the sample develops cracks as it dries, significant fissures are indicated. (B) Samples that dry without cracking are to be broken by hand. If considerable force Is necessary to break a sample, the soil has significant cohesive material content. The soil can be classified as a unfissured cohe- sive material and the unconfined compres- sive strength should be determined. (C) If a sample breaks easily by hand, it is either a fissured cohesive material or a granular material To distinguish between the two, pulverize the dried clumps of the sample by hand or by stepping on them. If the clumps do not pulverize easily, the ma- terial is cohesive with fissures. If they pul- verize easily into very small fragments, the material is granular. APPENDxz B To S 13PART P -SLOPING AND BENCFIING (a) Scope and application. This appendix contains specifications for sloping and benching when used as methods of protect- ing employees working in excavations from cave-ins. The requirements of this appendix apply when the design of sloping and bench - 29 CFR Ch. XVII (7-1-92 Edition) ing protective systems is to be performed in accordance with the requirements set forth in § 1926.652(b)(2). (b) Definitions. Actual slope means the slope to which an excavation face is excavated. Distress means that the soil is in a condi- tion where a rave -in is imminent or is likely to occur. Distress is evidenced by such phe- nomena as the development of fissures in the face of or adjacent to an open excava- tion; the subsidence of the edge of an exca- vation; the slumping of material from the face or the bulging or heaving of material from the bottom of an excavation; the spall- ing of material from the face of an excava- tion; and ravelling, Le., small amounts of material such as pebbles or little clumps of material suddenly separating from the face of an excavation and trickling or rolling down into the excavation. Maximum allowable .slope means the steepest incline of an excavation face that is acceptable for the most favorable site condi- tions as protection against cave-ins, and is expressed as the ratio of horizontal distance to vertical rise (H:V). Short term exposure means a period of time less than or equal to 24 hours that an excavation is open. (c) Requirements -l) Soil classification. Soil and rock deposits shall be classified in accordance with appendix A to subpart P of part 1926. (2) Maximum allowable slope. The maxi- mum allowable slope for a soil or rock de- posit shall be determined from Table B-1 of this appendix. (3) Actual slope. (i) The actual slope shall not be steeper than the maximum allowable slope. (Ii) The actual slope shall be less steep than the maximum allowable slope, when there are signs of distress. If that situation occurs, the slope shall be cut back to an actual slope which Is at least 34 horizontal to one vertical (SH:1V) less steep than the maximum allowable slope. (iii) When surcharge loads from stored material or equipment, operating equip- ment, or traffic are present, a competent person shall determine the degree to which the actual slope must be reduced below the maximum allowable slope, and shall assure that such reduction is achieved. Surcharge loads from adjacent structures shall be eval- uated in accordance with § 1926.651(1). (4) Configurations. Configurations of slop- ing and benching systems shall be in accord- ance with Figure B-1. 228 page 11 Occupational Safety and Health Admin., Labor TABLE B-1 MAXIMUM ALLOWABLE SLOPES Subpt. P, App. B , SOIL OR ROCK TYPE t4A'iIMUM ALLOWABLE SLOPES(H:V)tll FOR EXCAVATIONS LESS THAN 20 FEET STABLE ROCK VERTICAL(9) TYPE A [21 3/4:1 (539 TYPE B 1:1 (459 TYPE C 1½:1 (349 NOTES: 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal., Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H: IV (63') is allowed in excavations in Type A soil that are 12 feet (3.67 m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67 m) in depth shall be 314E:1V (53°). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a registered professional engineer. Figure B-1 Slope Configurations (All slopes stated below are in the horizontal to vertical ratio) B-1.1 Excavations made in Type A soiL L All simple slope excavation 20 feet or less in depth shall have a maximum allowable slope of %:l. 1 229 Page 12 ' Subpt. P, App. B I, 1:_i ii 1 ii.' 'I J :) Ii It Iii ii 1n 1L Ii ri 20' Max. 29 CPR Ch. XVII (7-1-92 Edition) al 3/4 SIDLE SLOPE —GENERAL Exception: Simple slope excavations which are open 24 hours or less (short term) and which are 12 feet or less in depth shall have a maximum allowable slope of W:1. 12' Max. 1/2 SIMPLE SLOPE —SHORT TERM 2. All benched excavations 20 feet or less in depth shall have a maximum allowable slope of 3'. to 1 and maximum bench dimensions as follows: 230 - Page 13 Occupational Safety and Health Admin., Labor SimFLE BENCH 20' Max. S' Max. 4' Max. Subpt. P, App: B MuLTiP1.E BENCH 3. All excavations 8 feet or less in depth which have unsupported vertically sided lower portions shall have a maximum vertical side of 34 feet. i N 74 8' Max. 3/4 3A' Max. This urroR'Ei VERTICALLY SIDED LOWER POR21ON—MAXIMUM 8 FEr'r nor DEnn All excavations more than 8 feet but not more than 12 feet in depth which unsupported vertically sided lower portions shall have a maximum allowable slope of 1:1 and a maximum vertical side of 344 feet. 231" . Page 14 Subpt. P, App. B 29 CFR Ch. XVI1 (7-1-92 Edition) 1 Ii In r-. Li in 'fl 'L) r b UNSUPPORTED VERTICALLY SIDED LOWER PORTION—M4cxnmm 12 FEET IN DEPTH All excavations 20 feet or less in depth which have vertically sided lower portions that are supported or shielded shall have a maximum allowable slope of %:1. The support or shield system must extend at least 18 inches above the top of the vertical side. i — 20' Max. —� 3/4 18" Min. Total height of vertical side SuPORTED OR SHIELDED VERTICALLY SIDED LOWER PORTION 4. All other simple slope, compound slope, and vertically sided lower portion excavations shall be in accordance with the other options permitted under § 1926.652(b). B-1.2 Excavations Made in Type B Soil 1. All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 1:L SIMPLE SLOPE J2. All benched excavations 20 feet or less in depth shall have a maximum allowable slope of 1:1 and maximum bench dimensions as follows: 232 Page is Occupational Safety and Health Admin., Labor Subpt. P, App. B This bench allowed in cohesive soil only 20' Max 4' N. Max. SINGLE BENCH This bench alloyed in cohesive soil only 20' Max. i J- `lax.ax. / 4' Max. i 3. All excavations 20 feet or less in depth which have vertically sided lower portions shall be shielded or supported to a height at least 18 inches above the top of the vertical side. All such excavations shall have a maximum allowable slope of 1:1. Support. or shield system rAwl 20' Max. 8" Min. Total height of vertical side 233 Page 16 Subpt. P, App. B 29 CFR Ch. XVII (7-1-92 Edition) I VERTIcALLY SIDED LowEa PORTION 4. All other sloped excavations shall be in accordance with the other options permitted in ¢ 1926.652(b). II ) B-1.3 Excavations Made in Type C Soil 1. All simple slope excavations 20 feet or less in depth shall have a maximum allowable IR slope of 1%:1. I ' i 20' Max. Ir� i i . ST*i*F' SLOPE fl 2. All excavations 20 feet or less in depth which have vertically sided lower portions shall be shielded or supported to a height at least 18 inches above the top of the vertical side. All such excavations shall have a maximum allowable slope of 1½:1. i rl 1 lu III ILl ri IU IJI 20' Max. Support or shield system t - \ �F ' � 1 8" Min. Total height of vertical side 234- Page 17 11 Occupational Safety and Health Admin., Labor , Subpt. P, App. B VERTICAL SIDED LOWER PORTION 3. All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b). B-1.4 Excavations Made in Layered Soils L All excavations 20 feet or less in depth made in layered soils shall have a maximum allowable slope for each layer as set forth below. B OVER A C OVER A C C OVER a 235 Page 18 } Subpt. P, App. C 11 ii 1-1 A OVER 9 A OVER C S OVER C 29 CFR Ch. XVII (7-1-92 Edition) cAt 1s c 4 1 2. All other sloped excavations shall be in accordance with the other options permitted in § 1926.652(b). . (a) Scope. This appendix contains infor- mation that can be used timber shoring Is provided as a method of protection from• cave-ins in trenches that do not exceed 20 feet (6.1 m) in depth. This appendix must be used when design of timber shoring protec- tive systems is to be performed in accord- ance with § 1926.652(c)(1). Other timber shoring configurations; other systems of support such as hydraulic and pneumatic systems; and other protective systems such as sloping, benching, shielding, and freezing systems must be designed in accordance with the requirements set forth In § 1926.652(b) and § 1926.652(c). (b) Soil classi ication. In order to use the data presented in this appendix, the soil type or types in which the excavation is made must first be determined using the soil classification method set forth in appen- dix A of subpart P of this part. (c) Presentation of Information. Informa- tion is presented in several forms as follows (1) Information is presented in tabular form in Tables C-1.1, C-1.2, and C-1.3, and Tables C-2.1, C-2.2 and C-2.3 following ITi Page 19 cc6pctWncil,Safety=and°Health Admin., Labor Subpt.t, App. C paragraph (g) of the appendix. Each table presents -the minimum sizes of timber mem- bers to use in a shoring system, and each table -contains dataa.only for the particular r-soli..type in which the excavation -or portion of the excavation Is made. The data are ar- ranged to allow the user the flexibility -#.o -select from among severalacceptable con- _ figtiiaions of members based on varying -the horizontal spacing of the crossbraces. Stable rock is exempt from shoring -require- ments and therefore, no data ,. reotresented for this condition. • .(2) Information concerning the basis of the tabular data and the limitations of the -data is presented in paragraph (d) of -this appendix, and on the tables themselves (3) Information explaining the use of the tabular data is presented in paragraph (e) of this appendix. (4) Information illustrating the use of the tabular data is presented in paragraph (f) of this appendix. - (5) Miscellaneous notations regarding Tables C-1.1 through C-1.3 and Tables C- 2.1 through C-2.3 are presented in para- graph (g) of this Appendix. (d) Basis and limitations of the data. —(1) Dimensions of timber members. (i)The sizes of the timber members listed in Tables C- 1.1 through C-1.3 are taken from the Na- tional Bureau of Standards (NBS) report. Recommended Technical Provisions for Construction Practice in Shoring and Slop- ing of Trenches and Excavations." In addi- tion, where NBS did not recommend specific sizes of members, member sizes are based on an analysis of the sizes required for use by existing codes and on empirical practice. (if) The required dimensions of the mem- bers listed in Tables C-1.1 through C-1.3 refer to actual dimensions and not nominal dimensions of the timber. Employers want- ing to use nominal size shoring are directed to Tables C-2.1 through C-2.3, or have this choice under ¢ 1926.652(c)(3),- and are re- • ferred to - The Corps of Engineers, The Bureau of Reclamation or data from other acceptable sources. (2) Limitation of application. (I) It Is not • intended that the timber shoring specifica- tion apply to every situation that may be experienced in the field. These data were developed to apply to the situations that are most commonly experienced in current trenching practice. Shoring systems for use In situations that are not covered by the data In this appendix must be designed as specified in § 1926.652(c). . (ii) When any of the following conditions are present, the members specified in the tables. are not considered adequate. Either an alternate timber shoring system must be designed or another type of protective system designed in accordance with 1 1926.652. 7A) When loads imposed by structures or by stored material adjacent to :the trench weigh in excess of the load Imposed by a two -foot . soil -surcharge. The .term "adja- cent" as used here means the area within a horizontal distance Iron the edge of the trench equal to the depth of -the -trench- .- (B).When verticailoads lmpesed_on cross braces exceed a 240 -pound gravity load dis- tributed on a one -foot. section of the center of the crossbrace. (C) When surcharge loads are _present from equipment weighing in excess of 20,000 pounds. -- (D) When only the lower portion of a trench is shored and the remaining portion of the trench is sloped or benched unless The sloped portion is sloped at an angle less steep than three horizontal to one vertical: or the members are selected from the tables for use at a depth which is determined from the top of the overall trench, and not from the toe of the sloped portion. (e) Use of Tables. The members of the shoring system that are to be selected using this information are the cross braces, the uprights, and the wales, where wales are re- quired. Minimum sizes of members are spec- ified for use in different types of soil. There are six tables of information, two for each soil type. The soil type must first be deter- mined in accordance with the soil classifica- tion system described in appendix A to sub- part P of part 1926. Using the appropriate table, the selection of the size and spacing of the members is then made. The selection is based on the depth and width of the trench where the members are to be in- stalled and, in most instances, the selection is also based on the horizontal spacing of the crossbraces. Instances where a choice of horizontal spacing of crossbracing is avail- able, the horizontal spacing of the cross - braces must be chosen by the user before the size of any member can be determined. When the soil type, the width and depth of the trench, and the horizontal spacing of the crossbraces are known, the size and ver- tical spacing of the crossbraces, the size and vertical spacing of the wales,. and the size and horizontal spacing of the uprights can be read from the appropriate table. (f) Examples. to Illustrate the Use of Tables C-1.1 through C-1.3. _ .. (1) Example 1. A trench dug in Type A soil is 13 feet deep and five feet wide. From Table C-1.1, for acceptable arrange- ments of timber can be used. Arrangement #1 Space 4x4 crossbraces at six feet horizon- tally and four feet vertically. Wales are not required. Ii I I I :1 11 I H 237 Page 20 ' Subpt. P, App. C 29 CFR Ch. XVII (7-1-92 Edition) I IJ 19 IL I. IJ Ii 'ul Space 3x8 uprights at six feet horizontal- ly. This arrangement is commonly called "skip shoring." Arrangement #2 Space 4x6 crossbraces at eight feet hori- zontally and four feet vertically. Space 8x8 wales at four feet vertically. Space 2x6 uprights at four feet horizon- tally. Arrangement #3 Space 6x6 crossbraces at 10 feet horizon- tally and four feet vertically. Space 8 x 10 wales at four feet vertically. Space 2 x 6 uprights at five feet horizontal- ly. Arrangement #4 Space 6x6 crossbraces at 12 feet horizon- tally and four feet vertically. Space 10x10 wales at four feet vertically. Spaces 3x8 uprights at six feet horizon- tally. (2) Example 2. A trench dug in Type B soil in 13 feet deep and five feet wide. From Table C-1.2 three acceptable arrangements of members are listed. --- - Arrangement #1 Space 6x6 crossbraces at six feet horizon- tally and five feet vertically. Space 8 x 8 wales at five feet vertically. Space 2x6 uprights at two feet horizontal- ly. Arrangement #2 Space 6x8 crossbraces at eight feet hori- zontally and five feet vertically. Space 10 x 10 wales at five feet vertically. Space 2x6 uprights at two feet horizontal- ly. Arrangement #3 Space 8x8 crossbraces.at 10 feet horizon- tally and five feet vertically. Space 10x12 wales at five feet vertically. Space 2x6 uprights at two feet vertically. (3) Example 3. A trench dug in Type C soil is 13 feet deep and five feet wide. From Table C-1.3 two acceptable arrange- ments of members can be used. Arrangement #1 Space 8x8 crossbraces at six feet horizon- tally and five feet vertically. Space 10x12 wales at five feet vertically. Position 2x6 uprights as closely together as possible. If water must be retained use special tongue and groove uprights to form tight sheeting. Arrangement #2 Space 8 x 10 crossbraces at eight feet hori- zontally and five feet vertically. Space 12x12 wales at five feet vertically. Position 2x6 uprights in a close sheeting configuration unless water pressure must be resisted. Tight sheeting must be used where water must be retained. (4) Example 4. A trench dug in Type C soil is 20 feet deep and 11 feet wide. The size and spacing of members for the section of trench that is over 15 feet in depth is determined using Table C-1.3. Only one arrangement of mem- bers is provided. Space 8x10 crossbracei at six feet hori- zontally and five feet vertically. Space 12x12 wales. at five feet vertically. Use 3 x 6 tight sheeting. Use of Tables C-2.1 through C-2.3 would follow the same procedures. (g) Notes for all Tables. - 1. Member sizes at spacings other than In- dicated are to be determined as specified in § 1926.652(c), "Design of Protective Sys- tems." 2. When conditions are saturated or sub- merged use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of. water and to prevent the loss of back -fill material. Close Sheeting refers to the placement of planks side -by -side allowing as little space as possi- ble between them. 3. All spacing indicated is measured center to center. 4. Wales to be installed with greater di- mension horizontal. 5. If the vertical distance from the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. 6. Trench jacks may be used in lieu of or in combination with timber crossbraces. 7. Placement cf crossbraces. When the ver- tical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet below the top of the trench. 238 Page 21 Occupational Safety and Health Admin., Labor Subpt. P, App. C N a. Z O W L c W .C U o N W W N —4. F N • — = N. I % n Z + W - — JF x C Q 1 N 1 N H ■ O S d N • S u Z Q W W F- CY i C[ - w O Y— N a CD Z m X . o N Q _ J Q b b - X X ZO N N O N b S W x W W LL 3 O TT� Q O x • - x b b Q X X X n D- H-~ W C V W I I � W LL ; < I C < Q C Q I W n O O O N Z V r.+ 0 m m O m .r 000a x O V1v Z r= m Z m • C O 1G m O I� W YUw - W Q 4 d v C C C C C C < C C- 1-• ap W �O �U b O O m � O � N X X X X x LL? X X X X x S O ^ U F• .p lC �U K) �D �p �U .O m x d m x x x x x x x x x o I 3 C � X X X X J O O O O O O O O O O z i O o d U W m m O Q LL a. LL a._a.... .. d 6 N W =am= ..� W In = x x-- x - =O=W O O O- " O W W W h ...I .�+ - O O > N O LL N O I- V 239 Page 22 Subpf. P, App. C 29 CFR Ch. XVII (7-1-92 Edition) s 0 Co N Y F C Z .C m u J N o V v z m m C. F' F = N• = Z U - - I x N v z -u C N U Z C V F 0C La] o - - O H N V Z C- U N F Z N =, F O H .0 .0 x C, R1 N N y .0 .0 .O] N K - N N N E s K 0 0 0 s o y n n n V Z .-. F+H f9C 4: in in Vf vl vl V1 N in 6 L N v N Z 0 0 O O N O N N -: K y — x 0 x - m O 0 x O x O x 0 x O x N "- ___ ___ ___ ___ z H - H - m N O i- '0 0 0 0 0 O 0 N - x .0 - r .0 'O .0 0 C 0 0 O O N H .0 0 0 0 0 0 0 O - K x W ♦' .O .O .0 0 m 0 m N Lo' [Zil L Q b = .D .x0 '0 d m GDC N N O H 0 0 0 0 0 0 O_ V 0 L K K x x x x X C b `0 `0 C .0 0 0 D X X %• 0 0 0 0 O C K x x C .0 .0 .0 .0 0 .0 m m — i •V H Z P.4 U H N F 0 CO. O H H H FO-. n H 0< II. .D 0 r0 0 O 0 LQ m O Y N > > m 0 N U > N > > > N Z O 7 O N Z H OH d� ZN eG C � In O O O O h n O O >N I--- F .r .r F. .� r F N O 240 Page 23 Occupational Safety and Health Admin., Labor Subpt. P, App. C Y 0 N m Z C W L f u 41 Y -40, o 41 u W a N L m W H F 6 C, E N r 1 U Z 41 it m F 1 X Co z 0 nn a � w C a U z O La m Ha. C F N a Z N O N 0. d O 0 Z < HO z d N N N a F O F 2 fal o Cal a a 0. a 6 E E La Y M N 0 N x x X �l V N N N N N U F_ F in in ✓1 in No 4lOLa Cal >0.P O N N N N N o N Z — '-- N X X X X DC X 0 0 N O N N r r U FH F mG c .n in in it. vi in >0. 4 0 0 0 0 0 0 r r r r r °'— m 0 0 00 0 0 r r 0 0 0 4 F m m r m r 0.- X x x x x Ca.- J 0 0 0 0 0 0 4 Ox 'CUD a o a m m m m r m r .. y x x x x x x (in— J `O 0 0 0 0 0 Ca Cl- F O 0 0 U 0. X X X X X X F J `G 0 0 m 0 0 0 .d 3 F o 0 0 v m 0 r r r DC DC DC DC K '0 0 0 OW 0 r I- 0 0 r r r r r I- O F F F F'0 Z C U 41 .O 0 O O '0F 0 Y V 0 d CCCI. .+ 0 U 0 L 04.1 0 0 0 41 v p. 0. 0 0 O. 0. 0 0 0 0 0. 0 0 0 0 0 0 O' 41 .T.0. N J fl J NZ J J N Z N Z J N N Z N Z N S S H OH in 0+ F 10..1OCd I�ai k F r pav O yl W Co 0 -m 0 Y E 00 WE 'St OW Y S. 0 U CU 0 •0 0 X G xx t Y Y 241 Page 24 Subpt. P, App. C 29 CFR Ch. XVII (7-1-92 Edition) 1 U N m X U C L N O O C" .0 V r F 0 X K X X z V C Y V N N G FOE. '0 m O m .n X w Y C v C OG a'- 0< 3 ax x x x < v C v v s n n n n - S U Z 7 9 0 S 0o G W< ZK ZC C - ZW .T a .T -tv J>tIi. m O v N ZJ. iM O N r cc -CC. m c0 OC m m 0N N Zm Z � 2� X x x x x x x C 0 m '0 N m C m m m V Z _. F C U > 6 4 N H.0 C .0 J' .0 J v^ .0 v 10 0 0 it K x x x x x x x x x x N .. N i�. C iD '0 '0 .O iD V 'J .0 'V i0 m r.Jx 'L x x x x x x x C v 10 m .0 .0 N .0 x '0 G N � CO t. C v .0 u' v .O .0 v: .0 .0 .: C DC X X X X K x X x x x x m m c v C v v c v v .O .o .J '0 .O '0 N CO F C C .0 .0 v .0 .0 .0 .0 .0 .0 C x0 X0 XX v v v v v v . ..0 .X'+. . .O . 7 a 3,0 F X - x X X X K X X K X X X V C C C C V .0 .0 vn .0 .0 v0 10 r H F F 0 0 .NA.Zn� H H H H H H Z O< �+1 d NC N '0m O N .0 m O N [.� 0. a r e 0. 0. r r a r . N v J O > > J O 0. 0. n. a e. > 0. r.. Z iil .n O O O O N Vl 0.0 N O 41 4i O F r r I... F N > N 1' [.. H'-' O 242 Page 25 Occupational Safety and Health Admin., Labor Subpt. P, App. C N @) z W C E L W U Y "J' 0 W • Y W W N {q v SF. W F m N a N N 1 � n � W F � S w 6 � X F � U v a � 0 D z m a W F a m � .+ O F m U N -. .0 r U a v F X Z T O FI O F N x W n 0 0 W x x -. W W nv v 0 0 0 0 N m w r fl - v v v s N V 'xf n v v V C— • V Z 0 N In N N V1 In N V1 In W W G m L N xc .•. 4. N Y O O N O N 0 -- 0 m w 0 w r r r x x x x x x x .O 0 0 0 O 0 0 O w r w r I-- 'C Z F F W U) W W in V1 N V1 V1 U, N N in 4 o z 6 F h b 0 0 0 0 0 0 0 0 a ar x x x x x x x x x '0 b b b 0 0 0 0 0 F o W F .y W N d 0 0 0 0 0 0 4, b-. X X X X X X X X 'D 'D .D .D 0 0 i0 0 0 L-0 F i O+ W d .D 'C .D 0 0 0 0 0 •X X X x X X X X X X .T .0 .C '.D .G 0 .0 .0 0 CIs0 0 '0 0 0 0 0 0 0 0 6 X X x )<-'C•- X X X x F• J .T •P .O '0 .G 0 3 O F a �0 .0 �0 o, X x x x x x x x x � v v v Z_ F N /� F0+ FO. F F a v W .D m o O<W w wu .� wu w w u W S S W L G. � G w D b- 6 L• w C 6 O. 6 w D W N� > > J NZ > > > 02 > > > 0Z 0 n F V F d 4 2 W W O W O= W N O O O O in O_ O O a W F �+ r F' r r -' F N O O Y' v 243 Page 26 Subpt. P, App. C 29 CFR Ch. XVII (7-1-92 Edition) z U G 4- z N C.-. 1-04- - U - u a z a L O O S n n x x X Sn- v v v R E U C- U F -yF CfeN.1 vl 51 J1 ut N In > L' h CJ O N O N C'. �j1 .,C. C O O O ry p C. V ? W L G L N N V1 N In > L a `^ X m m G X x x x m m m m m m N U) V m m m m x x x x x m m m m X X m m m m O 'O m d m C U .J .O 'O m m m L X X X X X X O F v m m m x X X .O .D 'O 'O m m F H F N Z O F F — -. yFj :Jim= aOWOW O N y S =— F 01 - Os L Z W 1.1 0 W W Sn O 0 O O- in 51 O O 4l O O 2 L F — -.F' — — F N >ry O 244 Page 27 Oa upational Safety and.ttealtfi Admin., Labor - Subpt.=P,:App. D ,. APPENDIX D TO SUBPART P —ALUMINUM .HYDRAULIC SHORING FOR TRnrc Es ta) Scope: This appendix contains -infor- tnation that -ran be used when aluminum -3rydraulic shoring is provided as -a tnethod. pf.•protecUon :against -cave-ins In -trenches 11rat,do Dot- exceed 20 feet (6.lm) 3n depth.- .This'appendix must -be used when:desin of the aluminum hydraulic protective system cannot be performed in accordance with I 1226.652(cX2). - (b) Soil Classification. In order .to use data. presented in this appendix, the .coil type or. types in which the excavation is made must first be determined using the soil classification method set forth in appen- dix A of subpart P of part 1926. - (e) Presentation of Information. Informa- tion is presented in several forms as follows: .. (1) Information is presented in tabular form in Tables D-1.1, D-1.2, D-1.3 and E'- 1.4. Each table presents the maximum verti- cal and horizontal spacings that may be used with various aluminum member sizes and various hydraulic cylinder sizes. Each table contains data only for the particular soil type in which the excavation or portion of the excavation is made. Tables D-1.1 and D-1.2 are for vertical shores in Types A and B soil. Tables D-1.3 and D1.4 are for hori- zontal waler systems in Types B and C soil. (2) Information concerning the basis of the tabular data and the limitations of the data is presented in paragraph (d) of this appendix. (3) Information explaining the use of the tabular data is presented in paragraph (e) of this appendix. . . . • (4) Information illustrating the use of the tabular data is presented in paragraph (f) of • this appendix. • (5) Miscellaneous notations (footnotes) re- garding Table D-1.1 through D-1.4 are pre- sented in paragraph (g) of this appendix. (6) Figures; illustrating typical installa- • tions of hydraulic shoring, are included just • prior to the Tables. The illustrations page is entitled. "Aluminum.. Hydraulic Shoring: Typical lnstallationsl"_.�. --:____.._ (d) Basis and Zimitations of the data_ (1) Vertical shore rails and horizontal wales are those that meet the Section Mod- ulus requirements in the D-i Tables. Alumi- num material is 6061-T6 or material of equivalent strength and properties. (2) Hydraulic cylinders specifications. (I) 2 -inch cylinders shall be a minimum 2 -inch Inside diameter with a minimum safe work- ing capacity of no less than 18.000 pounds axial compressive load at maximum exten- sion. Maximum extension is to include full range of cylinder extensions as recommend- ed by product manufaturer. (Ii) 3 -inch cylinders shall be a minimum 3 - inch inside diameter with a safe working ca - parity of not less than 30,000 pounds axial -compressive load at- extensions as recom- mended by product manufacturer. t3) Limitation of application. (i) It is not intended that the aluminum hydraulic specification apply to every situa- xjpn that.may be experienced in the field. These .data were. developed -to. appfr.to the situations that are most commonly experi- enced in current trenching practice. Shoring systems for use in situations that are not covered by the -data in this appendix must be otherwise designedas specified in f 1926.652(c). (ii). When any of the following conditions are present, the members specified 'in the - Tables are not considered adequate. In this case,_an alternative aluminum hydraulic shoring system or other type of protective system must be designed in accordance with § 1926.652. (A) When vertical loads imposed on cross braces exceed a 100 Pound gravity load dis- tributed on a one foot section of the center of the hydraulic cylinder. (B) When surcharge loads are present from equipment weighing in excess of 20,000 pounds. (C) When only the lower portion or a trench is shored and the remaining portion of the trench is sloped or benched unless: The sloped portion is sloped at an angle less steep than three horizontal to one vertical: or the members are selected from the tables for use at a depth which is determined from the top of the overall trench, and not from the toe of the sloped portion. (e) Use of Tables D-1.1, D-1.2, D-1.3 and D-1.4. The members of the shoring system that are to be selected using this informa- tion are the hydraulic cylinders, and either the vertical shores or the horizontal wales. When a waler system is used the vertical timber sheeting to be used is also selected from these tables. The Tables D-1.1 and D- 1.2 for vertical shores are used in Type A and B soils that do. hot require sheeting. Type B soils that may require sheeting, and Type C soils that always require sheeting are found in the horizontal wale Tables D- 1.3 and D-1.4. The soil type must first be de- termined in accordance with the soil classifi- cation system described in appendix A to subpart P of part 1926. Using the appropri- ate table, the selection of the size and spac- ing of the members is made. The selection is based on the depth and width of the trench where the members are to be installed. In these tables the vertical spacing is held con- stant at four feet on center. The tables show the maximum horizontal spacing of cylinders allowed for each size of wale in the waler system tables, and in the vertical shore tables, the hydraulic cylinder horizon- tal spacing is the same as the vertical shore spacing. 1-. I- I I F I I II� I I 1 245 Page 28 ' .- 11 11 Subpt. P, App. D (f) Example to Illustrate the Use of the Tables• (1) Example 1: A trench dug in Type A soil is 6 feet deep and 3 feet wide. From Table D-1.1: Find ver- tical shores and 2 inch diameter cylinders spaced 8 feet on center (o.c.) horizontally and 4 feet on center (o.c.) vertically. (See Figures 1 & 3 for typical installations.) (2) Example 2: A trench is dug in Type B soil that does not require sheeting, 13 feet deep and 5 feet wide. From Table D-1.2: Find vertical shores and 2 inch diameter cylinders spaced 6.5 feet o.c. horizontally and 4 feet o.c. vertical- ly. (See Figures 1 & 3 for typical installa- tions.) (3) A trench is dug in' Type B soil that does not require sheeting, but does experi- ence some minor raveling of the trench face. The trench is 16 *feet deep and 9 feet wide. From Table D-1.2: Find vertical shores and 2 inch diameter cylinder (with special overs- leeves as designated by footnote #2) spaced 5.5 feet o.c. horizontally and 4 feet o.c. verti- cally, plywood (per footnote (g)(7) to the D- 1 Table) should be used behind the shores. (See Figures 2 & 3 for typical installations.) (4) Example 4: A trench is dug in previous- ly disturbed Type B soil, with characteris- tics of a Type C soil, and will require sheet- Ing. The trench is 18 feet deep and 12 feet wide. 8 foot horizontal spacing between cyl- inders is desired for working space. From Table D-1.3: Find horizontal wale with a section modulus of 14.0 spaced at 4 feet o.c. vertically and 3 inch diameter cylinder spaced at 9 feet maximum o.c. horizontally. 3x12 timber sheeting is required at close spacing vertically. (See Figure 4 for typical lnctnllntion.) (5) Example 5: A trench is dug in Type C soil, 9 feet deep and 4 feet wide. Horizontal cylinder spacing in excess of 6 feet is desired for working space. From Table D-1.4: Find horizontal wale with a section modulus of 7.0 and 2 inch diameter cylinders spaced at 6.5 feet oa horizontally. Or, find horizontal wale with a 14.0 section modulus and 3 inch diameter cylinder spaced at 10 feet o.c. hori- zontally. Both wales are spaced 4 feet o.c. 29 CFR Ch. XVII (7-1-92 Edition) vertically. 3 x 12 timber sheeting is required at close spacing vertically. (See Figure 4 for typical installation.) (g) Footnotes, and general notes, for Tables D-1.1, D-1.2, D-1.3, and D-1.4. (1) For applications other than those listed in the tables, refer to § 1926.652(c)(2) for use of manufacturer's tabulated data. For trench depths in excess of 20 feet, refer to § 1926.652(c)(2) and § 1926.652(c)(3). (2) 2 inch diameter cylinders, at this width, shall have structural steel tube (3.5 x 3.5 x 0.1875) oversleeves, or structural oversleeves of manufacturer's specification, extending the full, collapsed length. (3) Hydraulic cylinders capacities. Cl) 2 inch cylinders shall be a minimum 2 -inch inside diameter with a safe working capacity of not less than 18,000 pounds axial com- pressive load at maximum extension. Maxi- mum extension is to include full range of cylinder extensions as recommended by product manufacturer. (ii) 3 -inch cylinders shall be a minimum 3 - inch inside diameter with a safe work capac- ity of not less than 30,000 pounds axial com- pressive load at maximum extension. Maxi- mum.extension is to, include full range of cylinder extensions as recommended by product manufacturer. (4) All spacing indicated is measured center to center. (5) Vertical shoring rails shall have a min- imum section modulus of 0.40 inch. (6) When vertical shores are used, there must be a minimum of three shores spaced equally, horizontally, in a group. (7) Plywood shall be 1.125 in. thick softwood or 0.75 inch. thick, 14 ply, arctic white birch (Finland form). Please note that plywood is not intended as a structural member, but only for prevention of local raveling (sloughing of the trench face) be- tween shores. (8) See appendix C for timber specifica- tions. (9) Wales are calculated for simple span conditions. - (10) See appendix D. item (d), for basis and limitations of the data Page 29 Occupational Safety and Health Admin., Labor Subpt. P, App. D ALUMINUM HYDRAULIC SHORING TYPICAL INSTALLATIONS - ' FIGURE NO. i FIGURE NO. 2 YTDM.ut PRp'Pq vERTCAI AuarAAi W'of PMCJN MDRAIAC f"DR'MI 11Ylin fl ,- HORIZONTAL HORIZONTAL SPACING SPACING VERTICAL RAIL HYDRAULIC CYLINDER N S. • • '16• MAX. VERTICAL RAIL HYDRAULIC CYLINDER 1E•MAX. M F PLTYOOD 'I ppp e VERTICAL' L2� - SPACING •.= 9 VERTICAL • +. • SPACING - <' MAX. i 'I '• ��w 4' MAX. • 2' MAX. 2' MAX. "• FIGURE NO. 3 LL VERTCALY'WJM.C .no•A'AC P'R'.o 4C4 (ITACCO) N 4Q � I VERTICAL SPACING A' MAX. rig' MAX. 311-112 0-92-9 _ FIGURE NO. 4 - �I�'A�A"D"I'D UPRIGHT IVA'X•H.RTXr SHEETING 'iCtI ' I HORIZONTAL SPACING ' 'ERTICAL RAIL 2' MAX. HYDRAULIC r CYLINDER VERTICAL SPACING 247 .AIl 1 InA�'uIP HYDRAULIC I CYLINDER . 1 - • I. - Page 30 Subpt. P, App. D *1 '11 F. JEi:� ici 1J IJ- LI i .j. Ii. 12 11. 29 CFR Ch. XVII (7-1-92 Edition) C. a y z O C] v cti � 7 G1 ry O 0 - 0z O z K O aa • V LI C. (ii C _Z UOG� - N Q Q <Ca C C) = __ _____ - }UO iCp-r c C _ } — X Q v > h F 0 T z => u -- z — %0000 rom cc r u u � u i= H C D D N Cc n u n m Q Q U F oG 0 nL 0 C O o uu 3 V] ttZ �: W F_p ts7CD ulv,}—o �n w�C > c. ' :: LL O�� 0 a > o: o O gas zz Page 31 Occupational Safety and Health Admin., Labor Subpt. P, App. D C z O h iii N O X W a Q Q ^ QSFJ; F C z < c- a) a T {^ — — — U C^ W zg u� o ca G.' U a C T W N U °O UW_ I- 0 O O 00 O Z� o z N < -- } U U O F U V - <u -W O z Q V Z ? F — >a= >_c.N u Oczct > 11, >a • _ O a O a O O F- O J - N OD E _ E u u U-- - C o O -a--.— X X C C C CC -V "0-c. t, u G n L < < C y H a0 0 Z Z 249 Page 32 Subpt. P, App. D z Le O x JA r p V Q y < i Z3Ia. .29 CFR Ch. XVII (7-1-92 Edition) N FNZ S QC n en a h� N 1 Q N I N Z = N en x L L i Z Z Z Z Z Z Z Z — 3 - en en eh enen en enen j ue N Z 1' - a O C � -. - 4r = p y >O — S N — L N N N N Z z v Z Z. Z .Z Z Z Z f.: t+: N f. F. 'u5 z z z z ox e _ <O a V ... C .., C .. V. C O Se > O c x a - x — —Cr z z_ z_ z z z z z x J fV N _z er. N r-. _ e+; _ N erg en _ Z—. x T N C x C Y'. C �. O z •z- = .r. C = O C r. O O — s < L c c < U F O C O z Q N Q L] L:] > �' _ p C D O S — > O — c. > — O c• N LU Q_ > O 250 N Y CL C U a - I- 0 — __ � c = u u Y c � � Y y — n � — N - = ` c - 2 • - e CI CCL V CC c a < < U u 00 h y y C. Ut _7. N.. - N C N N C Q u u p L ZZe. Page 33 Occupational Safety and Health Admin., Labor Subpt. P, App. D z 0 Q U e2 (ij F Q W h z .c. N Z en a � O N W Z y v ^ F x ezc z z z z z z z z z o iE n n n n n n n n n 00 aV o en C O in O in Co O < inz e•i r. .G > = i C iL1 N N N N N Z Z z z z z z F- F- F- F ? Uc z z z z UW NZ LL C O h O '4 'no eri C O 0 K U 'C b c in m Ni r. > } G z x en Q N N en ti n en N en n p.' UO S U N Z Q Y1 C ci Vl 0 Y-1 v 0< e0 'O C Q N eb e^ in .L O z • Z _ en C C in C C u'1 .. .. en r ¢ en r e _ en r < _ Ll) O ..7 3 U? F u c e c y V J O -a- f o: O O ee O N ... LUCF h wr._ 0.e > ^a = >-^a^^ > -=_N LU > G Ce [$U v O 0 �..I 0 251 Page 34 n Subpt. P, App.. E 29 CFR Ch. XVI1 (7-1-92 Edition) APPENDI% E TO SUBPART P -ALTERNATIVES TO TIMBER SHORING 18" M VERT SPAC 4' MA RTICAL RAIL YDRAULIC CYLINDER Figure 1. Aluminum. Hydraulic Shoring GL ° o ii► r f �. 0 0 0 0 Figure 2. Pneumatic/hydraulic Shoring 252page 35 Occupational Safety and Health Admin., Labor Subpt. P, App. E Figure 3. Trench Jacks (Screw Jacks) Figure 4. Trench Shields 253 page 36 Si Subpt. P, App. F. 29 CFR Ch. XVI1 (7-1-92 Edition) 1 I APPENDS% F TO SUBPART P -SELECTION OF PROTECTIVE SYSTEMS I The following figures are a graphic summary of the requirements contained in subpart P for excavations 20 feet or less in depth. Protective systems for use in excavations more than 20 feet in depth must be designed by a registered professional engineer in accordance with 1• 1 1926.652 (b) and (c). In Is the excavation more than 5 feet in depth? Ill Is there potential NO YFS Is the excavation '`•i for cave-in? entirely in stable rock? 1'i 1 NO Excavation may -be made with YES vertical sides. 'Ll Excavation must be sloped, shored, or shielded. I.1 Slonin Shorin or shielding selected, selected. • Go to Figure 2 Go to Fi ure 3 r F I' Ii 8 FI1URE 1 - PRELIMINARY DECISIONS 254 Page 37 Occupational Safety and Health Admin., Labor Subpt. P, App. F Sloping selected as the method of protection Will soil classification - be made.in accordance with 31926.652 (b)? Excavation must comply with one of the following three options: option 1: 51926.652 (b)(2) which requires Appendices A and B to be followed Option 2: 31926.652 (b)(3) which requires other tabulated data (see definition) to be followed. Option 3: 1926.652 (b)(4) which _ requires the excavation to be designed by a registered professional engineer. Excavations must comply with11926.652 (b)(1) which requires a slope of 1§H:1V (341). FIGURE 2- SLOPING OPTIONS 255 page 38 Subpt. P, App. F 29 CFR Ch. XVI1 (7.1.92 Edition) ' Shoring or shielding selected as the method of protection. '71 Soil classification is required when shoring or shielding is used. The excavation must comply with one of the following.four ' options: Option 1 51926.652 (c)(1) which requires Appendices A and C to be followed (e.g. timber shoring). 'r1 Option 2 §1926.652 (c)(2) which requires manufacturers data to be followed (e.g. hydraulic'shoring,trench jacks, air shores, shields). 'j Option 3 ,.51926.652 (c)(3) which requires tabulated data (see definition) to be followed (e.g. any system as per the tabulated data). ii Option 4 ' 31926.652 (c)(4) which requires the excavation to be designed by a registered professional engineer (e.g. any designed system). ' FIGURE 3 - SHORING AND SHIELDING OPTIONS 1 256 pace 39 1j 'I WATER SYSTEM SPECIFICATIONS I '' Ij la Ii 1i CITY OF FAYETTEVILLE I' El 1 I Ii '! I II I.► DIVISION 4 - PIPE INSTALLATION FOR WATER MAINS SECTION 4-01: PIPE LAYING. The laying of pipe shall be done in accordance with the pipe manufacturer's recommendations, the plans, AWWA C-600-77 for C.Z. and D.I. pipe and AWWA C-603 for Asbestos cement pipe and these specifications for PVC Pipe. See Sheet No. 16, Appendix to these Specifications. SECTION 4-02: GENERAL.-. Equipment used to place pipe shall be rubber mounted to avoid severe scoring of paved surfaces. The pipe is. to be installed with the bell ends facing the direction of laying except when otherwise approved by the Engineer. A -night plug shall be installed whenever the Contractor shuts down the job each day. Where fittings and other appurtenances are sometimes called for on the drawings, such locations can be shifted to fit between pipe joints. Such relocations from the plans is limited to ten (10) feet maximum. The laying of pipe will not be permitted in water or on blocks.. .When ground water is encountered in the trench, the Contractor shall furnish such de -watering equipment as is necessary to keep ground water from entering the pipe. The jointing of the pipe shall be done in strict accordance with the pipe manufacturer's recommendations. The bell and spigot of the joint to be made shall be clean of all foreign matter prior to jointing. The spigot end of the pipe is to be thoroughly cleaned and then coated with the recommended lubricant to facilitate jointing.. The gaskets are to be inspected prior to jointing. The pipe jointing shall be accomplished with equipment approved by the Engineer, which is capable of shoving the pipe home without damage to joints. SECTION 4-03: TIE INS. This item shall consist of connection of the new pipe line to the existing mains by means of tapping under pressure, cutting in a tee and valve, or any connection to existing mains when customers must be notified of an interruption of their water service. The Contractor shall furnish all labor, material, equipment, and :hand tools necessary to complete the tie-in. All customers shall be notified by the Contractor 24 hours in advance of any shutdown as to the time service will be interrupted and the estimated time service will be restored. All:valves within an active system and in operation shall be operated by city employees only and by the Contractor. SECTION 4-04: JOINTING. Jointing shall be done in accordance with the manufacturer's recommendations. If effective sealing is, not obtained, the jointing shall be disassembled, thoroughly cleaned, inspected, and reassembled. I L DIVISION 4 - PIPE INSTALLATION FOR WATER MAINS SECTION 4-05: PIPE INSULATION. The Contractor shall furnish and install insulation on all exposed piping, flanges, and fittings, as shown on the plans. Insulation shall extend to a depth of 18 inches beneath the existing ground surface. Al]. insulation shall be protected with aluminum jacketing not less than 0.019 inch thickness with a proper vapor barrier. All surface of pipe shall be prepared andthe insulation- and jacketing installed according to the manufacturer's recommendations. SECTION 4-06: REACTION ANCHORAGE AND BLOCKING. All unplugged tees, Y -branches, and bends deflecting 22 1/2 degrees or more installed_in trench shall be provided with concrete thrust backing between the fitting and solid, undisturbed ground in each case. At the tops of slopes, vertical angle bends shall- be anchored by means of a steel strap or rod anchors securely embedded in. or attached to a mass of concrete of sufficient weight to resist the hydraulic thrust at the maximum pressures to which the pipe will be subjected. All concrete blocking and anchors shall be installed in such a manner that all joints between pipe and fittings are accessible for repair. Pipe and fittings shall be provided with thrust blocks and anchorage as detailed on the accompanying plans and as may be determined in the field by a competent, licensed Engineer. The bearing area of concrete reaction blocking against the ground or trench bank shall be shown by the plans or shall be computed by a competent, licensed Engineer in each case. _. In the event that adequate support against undisturbed earth cannot be obtained, metal harness anchorages consisting of steel rods or bolts across the joint and securely anchored to pipe and fitting shall be installed to provide necessary support. Should the lack of a solid vertical excavation face be due to careless or otherwise improper excavation, the entire cost of furnishing. and installing metal harness anchorages in excess of the contract value of the concrete blocking replaced•by such anchorages shall be borne by the Contractor. All steel equipment used for reaction anchorage shall be painted with two coats of Kopper's "Bitumastic No. 50." A. Concrete for Encasement and Thrust Blocks. Class B concrete for encasement and thrust blocks shall be proportioned and mixed to have a minimum allowable compressive strength of 3,000 pounds per square inch at 28 days. 2 I I I I I I Ili I I I I I I I Ii 1 DIVISION 4 - PIPE INSTALLATION FOR WATER MAINS 1� Class B concrete is described below as to water -cement ratio, cement per cubic yard, and compressive strength, as follows: Water -Cement Cement -Sack Compressive I. Ratio* Per C.Y. Strength** 1 Class "B" 8.0 4.8 3,000 l*Gallons (U.S.) per sack of cement (95 pounds net) **Pounds per square inch at 28 days. 1 SECTION 4-07: PVC PIPE INSTALLATION. All PVC pipe shall be laid in accordance with the manufacturer's recommendations, the plans, and specifications herein. See Division 4-A and Division 10 of these specifications. Pipe shall be field checked by the Contractor for damage prior to 1 (installation. Care shall be exercised to embed pipe without damage and in accordance with the bedding material specifications herein. Each joint shall carefully be checked, cleaned, prepared and then 1 shoved home without stress or strain on the joint after placed in the trench. All pipe shall be laid straight with side walls of pipe braced with compacted selected backfill material from the bottom of trench to the top of pipe, and from sidewall of pipe to 1 sidewall of trench. Curves: All PVC pipe shall be placed in the trench so as to • minimize movement of the pipe after start-up operations. The following placement methods shall be used with approaching, • following through, and leaving curves in the pipe trenches: 1 A. When trench side walls are good, undisturbed soil materials, Contractor shall approach the Point of Curvature to the curve with pipe laid straight and touching the long radius side of trench wall; thence continue around the curve with a smooth symmetrical trench with pipe being laid against the long radius trench wall to the Point of Tangency to the curve. B. When trench side walls are NOT desirable for pipe bedding and bracing, compacted bedding, as specified herein for straight 1 I line trenches, shall be used. I Ii DIVISION 4A - PVC PIPE CONSTRUCTION AND MISCELLANEOUS SUPPLEMENTAL SPECIFICATIONS ' SECTION 4A-01: TIES. Contractor shall make tie into the existing water system in accordance with the Construction Plans and, when provided, detail sheets in the Appendix to the Specifications. SECTION 4A-02: TRACER WIRE. Contractor shall successfully place and tie No. 14 solid THHN nylon -coated copper wire around and beside each joint of PVC water pipe. SECTION 4A-03: TRENCHING. The Contractor shall install all pipe 'in a straight line trench as staked by the Engineer. Curves are allowed as needed but shall not exceed pipe manufacturer's recommendations. All PVC pipe shall have a minimum of 36" cover. SECTION 4A-04: CURVE PIPE INSTALLATION. The entire curved length, from P.C. to P.T. of curve, of long -sweeping PVC pipe shall rest against compacted backfill or acceptable undisturbed trench walls ] on the long -radius side of trench. SECTION 4A-05: FENCE MAINTENANCE. The Contractor shall be ' responsible for damages incurred due to lack of proper maintenance of fences damaged within the course of construction. Fences are to be repaired according to Division No. 1 of specifications herein. SECTION 4A-06: FINAL TESTS. The Contractor shall schedule seven (7) days in advance with the Engineer's representative a final acceptance test for each valved section of the pipe system. The Contractor shall, at his expense, perform the necessary tests and repair prior to scheduling the final acceptance tests to assure himself of the pipe's pressure stability and acceptance. ' SECTION 4A-07: SPECIAL BEDDING. Special bedding is required for pipe in wet areas, rock excavated trenches, and gravel road crossings, creek crossings, and other specified areas. Unless a '• Bid Item for Special Bedding is provided and specified for said areas, such Special Bedding shall be subsidiary to other items of the contract. See Appendix of the Details. ' SECTION 4A-08: CLEAN UP. The Contractor shall properly clean and grade the path of construction immediately after construction. Trench settlement shall be repaired, and damaged yards and pasture shall be fertilized and seeded until a successful growth of vegetation is obtained. ' SECTION 4A-09: ADDITIONAL MATERIALS. All materials necessary to successfully complete the project and not called for on the plans' and specifications, shall be subject to the approval of the ' Engineer. All such small items shall be subsidiary to other items of the contract. ' 1 IC DIVISION 5 - PRESSURE AND LEAKAGE TESTING 1i SECTION 5-01: SCOPE. It is the intent of these specifications 1 that all joints be watertight and free from visible leaks, and each leak which may be discovered, at any time prior to the expiration of one year after the date of final acceptance by the Owner, shall In be repaired by and at the expense of the Contractor. The following tests shall be in accordance with AWWA C-600-77 or the latest revision thereof. The Contractor may, at his convenience, with the approval of the Engineer, make tests upon the system in addition to those listed below. With the installation of temporary blockage to protect the green 1 concrete or allowing a lapse of at least 8 days after the placing of thrust or backing blocks, all newly laid pipe and its appurtenances or any valve sections thereof shall be subjected to 1 pressure and leakage tests. The Contractor shall provide all -'{ testing equipment and material including water of a• quality approved by the Engineer, if not provided by the Owner, and shall conduct the following tests in the presence of the Engineer. 1,1 Tests in the presence of the Engineer are intended to be demonstrations of satisfactory performance. The Contractor shall satisfy himself that the section to be demonstrated will pass a 1I test before requesting one. If subsequent tests are required because of failure of the demonstration from lack of preparations, the Contractor shall compensate the Engineer for time spent on such subsequent tests. A. Hydrostatic Pressure. The hydrostatic test pressure to be 1 applied shall be accomplished at one and one-half (1-1/2) j times working pressure or 200 psi, whichever is greater. This test pressure shall be applied relative to the lowest point in I. the main being tested. The pressure at the lowest point in , the section being tested shall be no less than one and one - quarter (1-1/4) times the working pressure. 1 1 B. Pressure Test. Each valved section of pipe shall be subjected to a pressure test prior to connection with the rest of the system. The pipe shall be completely filled with water with all entrapped air expelled through hydrants or blowoffs at high places, or if such are not available, through taps made at the high points. Such taps shall be plugged subsequent to I. the pressure and leakage tests. 1 rev. 9/7/94 I DIVISION 5 - PRESSURE AND LEAKAGE TESTING The pressure in the - line section being tested shall be increased by pumping to the calculated test pressure and shall be maintained at that level for at least two hours and f or whatever longer period as may be necessary for the Engineer to complete the inspection of the line under test and the Contractor to locate any and all defective joints and pipe line materials. If repairs are needed, such repairs shall be made, the line refilled, and the test pressure. applied as before; this operation shall be repeated until the line and all parts thereof withstand the test pressure. C. Leakage Test. Each valved section of pipe shall be subjected to a leakage test prior to backfill, immediately after a successful pressure test. Leakage test is to be in accordance with AWWA M23. The pressure shall be maintained at the test pressure of the line section being tested for four hours and the water leakage shall be measured by refilling the container used for pump section. Line leakage is defined as the total amount of water introduced into the line as measured during the leakage test. In no event shall the line be accepted if the leakage for any pipe exceeds the allowable leakage as defined by the following formula from AWWA M23:. ND�P L = 7400 where L = gph leakage, N = number of joints, D = pipe diameter(in), and P = average pressure(psig). All visible leaks shall be repaired regardless of whether the section in question meets leakage limitations or not. Leaks shall be repaired and the tests repeated until the line is approved by the Engineer. SECTION 5-02: DISINFECTION. All lines of the water system shall be disinfected after they have been flushed, according to the AWWA C-601-68 or the latest revision except as herein stated. After satisfactory pressure and leakage tests have been completed, a solution of water containing at least 100 parts per million of free available chlorine shall be introduced into the pipe line at the distributions system intake. Various outlet points and valves shall be opened to allow the flow to proceed through the largest pipe successively to the smallest, including service outlets, throughout the system. Discharge from the system shall be accurately measured and tested to ascertain when various sections of the pipe have been filled with the chlorine solution. After the system has been filled, it shall be allowed to stand for 24 hours after which there should be at least 25 parts per million residual chlorine remaining in the water. 2 rev. 9/7/94 i ' DIVISION 5 - PRESSURE AND LEAKAGE TESTING 1•-i After disinfection has been completed and approved by the Engineer, the Contractor shall thoroughly flush the main until residual chlorine is less than 2 parts per million. ' All materials and equipment necessary to properly disinfect the pipe system shall be provided by the Contractor. If a section of 'line fails to yield a safe sample after taking samples three consecutive weeks, the Contractor will be required to rechlorinate the line. Some data pertinent to pipeline disinfection are contained in the following Table A: iiTABLE A Calcium I. Nominal Capacity *Chloride of Lime Hypochloride 3/4 2.3 .0092 .00345 ' 1 4.0 .016 .00600 2 16.3 .065 .0244 3 36.7 .147 .0550 4 65.2 .260 .0978 6 147.0 .588 8 261.0 1.044 .2205 .3915 10 406.0 1.624 .6080 12 585.0 2.340 .8770 ' * Quality of chlorine compound noted based on 4 lbs./100 gal. Chloride of Lime (25% avail. C12) and 1.5 lbs./gal. Calcium Hypochloride (70% avail C12). ' The Contractor shall furnish all material, labor, and equipment to flush out and disinfect all existing water systems integrated with •. the water system. SECTION 5-03: BACTERIOLOGICAL SAMPLES. After disinfection, bacteriological samples should be taken by the Owner's representative on two (2) consecutive days and submitted to the Arkansas Department of Health for analysis with safe results before placing new lines into service. J 1, ' 3 I ' DIVISION 8 - IRON PIPE & FITTINGS IiSECTION 8-A - DUCTILE IRON PIPE & FITTINGS SECTION 8A-01: SCOPE. This section covers ductile iron pipe, joints and ductile iron fittings which shall be furnished and installed complete with all jointing materials and accessories, anchors and blockings, and other appurtenances. SECTION 8A-02: DUCTILE IRON PIPE. All ductile iron pipe, fittings, and jointing materials shall be as shown on the plans and as specified herein. ' A. Pie. • 1. Designed in accordance with ANSI/AWWAC-150 2. Manufacture and testing: ANSI A21.51 and AWWA C-150 3. Grade: Tensile Strength: 60,000 psi Yield Strength: 42,000 psi Elongation in 2": 10% 4. Dimensions: (Min.) wall Outside Size Thickness Thickness Diameter Inches Class Inches Inches '4 51 0.29 4.80 6 51 0.31 6.90 8 51 0.33 9.05 10 51 0.35 11.10 12 51 0.37 13.20 14 51 0.36 15.30 16 51 0.37 17.40 '.l Pipe must be rated at 350 psi minimum working pressure, plus 100 psi surge pressure, unless otherwise stated in the •i construction Bid Items. B. Fittings. All fittings shall be restrained mechanical or boltless, gasketed jointed and cement lined, such as American "Mechanical Joint with Retainer Gland" or "Flex -Ring Joint," or j equal. '• 1. Manufacture and Testing: AWWA C-110, ANSI A21.4, A21.10, A21.11 2. Thickness and Iron: Size of Pipe AWWA C-150 •ASTM A-48 — (Diameter) Thickness Class Iron Class 4" through 6" D 25 Uj H DIVISION 8 - IRON PIPE & FITTINGS 3. All fittings up to 12 inch size shall be class 250 and all ,1 fittings larger than 12 inches are to be class 150 unless specified differently on Plans and in Bid Items. � 4. Contractor shall install all fittings as designated on the , plans. Generally, only fittings required for horizontal alignment have been indicated. All other fittings required shall be furnished by the Contractor, who will be ' compensated in accordance with the adjustment unit price stated in the proposal. , C. Pipe Joints. Mechanical or boltless, gasketed type (ANSI A21.11 and AWWA C-111) such as "Fastite," "Bell-Tite," "Tyton," and ' "Altite." Joints shall be rated equal to pipe rating specified in Bid Items. D. Restrained Joints. All restrained pipe joints and restrained fittings shall be rated at 350 psi working pressure, plus 100 ' psi surge pressure, unless otherwise specified in the Bid Items. 1 E. Pipe Coating and Lining. 1. Cement Lining: AWWA C-104 and ANSI A21.4 2. Bituminous Coating: AWWA C-104 and ANSI A21.4 ' SECTION 8-B - CAST IRON PIPE AND FITTING SECTION 8B-01: SCOPE. This section covers cast iron pipe and fittings which shall be furnished and installed complete with all jointing materials and accessories, anchors and blockings, and other appurtenances. SECTION 8B-02: CAST IRON PIPE All iron pipe, fittings, and jointing materials shall be as shown on the plans and as specified herein, and shall be rated at a minimum of 200 psi working pressure, plus 100 psi surge pressure. .- A. Pipe. ' 1. Design: ANSI/AWWA C-101 2. Manufacture and testing: ASA A21.1, A21.6, A21.8, or A21.9 ' 3. Iron: 21/45 4. Dimensions: (Minimum) 'J 2 ! Ii [1 DIVISION 8 - IRON PIPE & FITTINGS Wall Outside Size Thickness Thickness Diameter Inches Class Inches Inches 4 22 0.35 4.80 6 22 0.38 6.90 8 22 0.4]. 9.05 10 22 0.44 11.10 12 22 0.48 13.20 14 22 0.51 15.30 16 22 0.54 17.40 Pipe must have a minimum working pressure of 200 psi or as otherwise specified on plans and/or Bid Items. B. Fittings. All fittings shall be mechanical jointed and cement lined. 1. Manufacture and Testing: AWWA C-110, ANSI A21.4, A21.10, A21.11 2. Thickness and Iron: Size of Pipe AWWA C-150 ASTM A-48 (Diameter) Thickness Class Iron Class 4" through 6" D 25 3. All fittings up to 12 inch size shall be class 250 and fittings larger than 12 inches are to be class 150, unless specified differently on plans and Bid Items. 4. The Contractor shall install all fittings as designated on the plans. However, only fittings required for horizontal alignment have been indicated. All fittings required shall be furnished by the Contractor, who will be compensated in accordance with the unit price stated in the proposal. C. Pipe Joints. Mechanical or boltless, gasketed type (ANSI A21.11 and AWWA C-111) such as American "Fastite," Clow "Bell-Tite,"U.S. "Tyton," Griffin "Bell-Tite," or McWayne I$Tyton." I I I C] I I I I I I I H D. Restrained Joints. All restrained pipe joints and restrained fittings shall be rated at 350 psi working pressure, plus 100 psi surge pressure, such as U.S. Pipe's "Lok-Tyton" joint, or an approved equal. 1 7 I DIVISION 8 - IRON PIPE & FITTINGS E. Pipe Coating and Lining. 1. Cement Lining: ASA A21.4, except lining thickness may be reduced to 1/2 specified thickness. 2. Bituminous Coating: Manufacturer's Standards. I. t SECTION 8-C: HANDLING. Pipe, fittings, and accessories shall be handled in a manner that will ensure their installation in the work in sound, undamaged condition. Equipment, tools, and methods used in unloading, reloading, hauling, and laying pipe and fittings shall be such that they are not damaged. Hooks inserted in ends of pipe shall have broad, well -padded contact surfaces. Pipe in which the cement lining has been broken or loosened shall be replaced by and at the expense of the Contractor. Where the damaged areas are small and readily accessible, the Contractor may be permitted to repair the lining, subject to approval of the Engineer. ' All pipe coating which has been damaged shall be repaired by the Contractor before installing the pipe. SECTION 8-D: CUTTING PIPE. Cutting of pipe shall be done in a • neat manner without damage to the pipe or to the cement lining therein. Pipe cuts shall be smooth, straight, and at right angles ' to the pipe axis. All cutting of pipe shall be done with mechanical pipe cutters of an approved type except that, in locations where the use of mechanical cutters would be difficult or impractical, existing pipe may be cut with diamond point chisels, 'saws, or other tools which will cut the pipe without damaging J impact or shocks. '• SECTION 8-E: ALIGNMENT OF BELL AND SPIGOT PIPE Pipe lines or runs intended to be straight shall be straight. Deflections from a straight line or grade measured between the centerlines extended of any two connecting piping units and expressed in inches per linear foot, shall not exceed that shown in the following table: ' Pipe Size (=D) 8" to 12" 1411 to 16" Type of Joint 6 inch inclusive inclusive 'I Mechanical or Boltless I Gasketed 6/D 8/D 9D 'Either shorter pipe sections or special bends' shall be installed where the alignment or grade requires them. 'I I DIVISION 8 - IRON PIPE & FITTINGS SECTION 8-F: REACTION ANCHORAGE AND BLOCKING. All unplugged bell and spigots, or all bell tees, Y -branches, and bends deflecting 22- 1/2 degrees or more installed in trench shall be provided with concrete thrust blocking between the fitting and solid, undisturbed ground in each case, except where solid ground blocking is not available. At the tops of slopes, vertical angle bends shall be anchored by means of a steel strap or rod anchors securely embedded in or attached to a mass of concrete of sufficient weight to resist the hydraulic thrust at the maximum pressures to which the pipe will be subjected. All concrete blocking and anchors shall be installed in such a manner that all joints between pipe and fittings are accessible for repair. The bearing area of concrete reaction blocking against the ground or trench bank shall be as shown by the plans or as directed by the Engineer in each case. In the event that adequate support against undisturbed earth cannot be obtained, metal harness anchorages consisting of steel rods or bolts across the joint and securely anchored to pipe and fittings or ductile iron retainer glands, as approved by the Engineer, shall be installed to provide necessary support. All steel equipment used for reaction anchorage shall be painted with two coats of Kopper's "Bitumastic No. 50" or an approved equal. The first coat shall be dry and hard before the second coat is applied. Trenches over, through, and/or down rock bluffs shall be protected from erosion. Mains shall be anchored into rock bluffs with use of steel rods and straps. A minimum of four (4) anchors per joint of pipe (max. length of 20 feet) shall be used. Steel rods, straps, and anchoring, materials shall, be protected from corrosion. The anchors shall individually be adequate to withstand 2.5 times the maximum thrust force at any point on the pipe system. 5 1 1 I 1 In DIVISION 9 - VALVES ij SECTION 9-01: SCOPE. This section covers valves and appurtenances 1 as shown on the drawings and as specified herein. All valves are to be opened left unless otherwise shown on the Construction Plans. _ SECTION 9-02: MATERIAL. 1 , A. Gate Valves -- See Sheet No. 7, Appendix to the Specifications. 1 1 1. General. All gate valves shall conform to the latest edition of AWWA C-500 Standard for gate valves for 1 ordinary water works service. 2. Three-inch (3) and Smaller Valves: All line gate valves used with PVC pipe shall be parallel double -disc gate valves with non -rising stems and 4 -point wedging action, 1_i open counterclockwise with "O" ring seals. Valves shall be Mueller No. A-2380-37 slip joint type, or equal. 1 ( 3. Four -inch (4) and Larger Valves:- All line gate valves for buried service shall be Mueller No. A-2370-20 with mechanical joint ends; each gate valve used with PVC pipe shall be provided and installed with a transitional 1 l gasket for PVC service. All other services shall have flanged ends ASA Class 125. 1 4. Buried Service Valves: All buried service valves shall be furnished with Standard AWWA 2" square operating nut. Valve operating wrench shall be Mueller No. A-246-10 by 36" in length, or equal. B. Butterfly Valves. 1 1. All type butterfly valves shall be of the tight closing, rubber seat type with rubber seats which are recess- Imounted and securely fastened to the valve body. All da valves shall conform to the latest revision of AWWA • Standard C-504, class 125-16. Valve bodies may be "monoflange" with a mechanical joint -to -flange adapter or Iimay have integrally cast mechanical joint ends. Valve discs shall rotate 90 degrees from the full -open position to the tight shut position. 1.! 2. Valve Discs: All valve discs shall be constructed of Ni-Resist, Type 1. All disc seating edges shall be 1 smooth and polished. 1' I DIVISION 9 - VALVES Valve shafts: VALVE shafts shall be constructed of 18-8 Type 304 stainless steel and shall be a one-piece unit extending full-size through the valve disc and valve bearings. 4. Valve Seats: Valve seats shall be of a natural rubber or synthetic compound. Bonded -in seats must be simultaneously molded in, vulcanized, and bonded to the body, and the seat bond must withstand 75 pounds pull under test procedure ASTM D-429-58, Method B, or latest revision thereof. 5. Valve Bearings:- Valves shall be fitted with sleeve type bearings. Bearings shall be corrosion -resistant and self-lubricating. Bearing load shall not exceed 2,500 psi. 6. Valve Operators: valve operators shall be of the traveling nut -type designed to withstand 300 ft/lb of input torque at full -open -or closed positions without damage to the valve or operator. All operators shall be fully gasketed and grease -packed and designed to withstand submersion in water to 10 psi. Valves shall open with a counterclockwise rotation of the AWWA nut and shall require a minimum of 32 turns to move from fully open to fully closed. 7. Painting and Testing: All surfaces of the valve shall be clean, dry, and free from grease before painting. The valve interior surfaces, except seating surfaces, shall be evenly coated with black asphalt varnish in accordance with Federal Specification TT -V -51a and AWWA C-504-74. C. Air Release Valves. All Air Release Valves shall be located at the high points in the line as shown on the plans and as directed by the Engineer. The valves shall be a regular combination air release and vacuum breaker valve. See Sheet No. 6, Appendix to the Specification. I I I I I [1 I I I [1 I I D. Valve Boxes. Valve boxes shall be Buffalo style adjustable 24 by 36 inch for 5-1/4 shafts, Mueller No. 562-S, or equal. SECTION 9-03:INSTALLATION. The contractor shall furnish all labor, material, equipment, and hand tools to install the valves as per the detailed plans and manufacturer's recommendation. All valves shall be installed with operating nut up in a truly vertical position. Valves shall, in general, be placed where indicated on the detailed plans. All valve settings shall include all compaction necessary to provide a stable base for the valve box. Fa I I Li Ii ' DIVISION 9 - VALVES j SECTION 9-04: VALVE KEYS. The Contractor shall provide two (2) II valve keys per each size valve, suitable for use with the valve installed, as manufactured by the valve manufacturer. ' SECTION 9-05: VALVE OPERATING WRENCH. The Contractor shall provide the Owner with three (3) valve wrenches, Mueller No. A- 246-10 x 36" in length, as a Subsidiary Item to other Bid Items of 1 1 the project. SECTION 9-06: CHECK VALVES. The Contractor shall furnish and ' install check valves with reinforced concrete vault with metal lid and appurtenances as shown on the plans and as specified herein. Concrete vault with lid shall be constructed as per Details shown Ion Construction Plans. J A. MATERIALS. All check valves shall conform to the standards herein and as shown on plans unless otherwise approved by ''� Engineer. All materials of construction shall conform to ASTM standards for cast iron, ductile iron, bronze, and stainless steel. ' 1. Valve Body shall be cast iron for working pressures of 175 psi and less and shall be ductile iron for working ' -pressures greater than 175 psi and less than 350 psi. 2. Bronze trim shall be standard for all check valves unless otherwise specified. 'J 3. Resilient Seating (Buna-N) compression molded onto the seat allowing metal -to -metal contact with drip -tight resilient shutoff and shall be easy to replace. ' B. STYLE. Air cushion swing check valves shall be used for all static main pressures of -60 psi and less. For all static j pressures over 60 psi, oil cushion swing check valves shall be used. I IJ 1, 3 I IF i DIVISION 10 - PLASTIC PIPE AND FITTINGS SECTION 10-01: SCOPE. Covers all PVC pipe and fittings to be 1 furnished and installed as required in these specifications and as shown on the plans. The specifications shall apply to all plastic pipe sizes 2" to 12" in diameter. SDR rated pipe shall comply with 1 Commercial Standards CS256, and DR rated pipe shall comply with AWWA C-900. ,iL 1UN 1U-ut: INSTALLATION OF PIPE. No defection shall be tj allowed at the joints of any size plastic pipe. As determined by I the Engineer, deflection shall be provided by the use of vertical curves or proper angle fittings to accomplish grade or alignment 1 changes. Snaking or humping the pipe shall be required in accordance with the manufacturer's recommendations and to the satisfaction of the 1 J Engineer. The Contractor shall make arrangements with the PIPE MANUFACTURER 1` to have a FACTORY REPRESENTATIVE skilled in the installation of plastic pipe of the above type present for a minimum of one day at the start of the laying of the pipe. A pipe supply house shall not be considered as being a representative of Irepresentative the factory. .U SECTION 10-03: JOINTING. 1 A. Boltless Gasketed Joints. Assembly and installation shall be with clean and uninjured joints in accordance with 1 j manufacturer's recommendations. All joints shall be J lubricated per manufacturer's recommendations before assembly. 1 I B. Plastic -Metal Connections All threaded joints where plastic and metal fittings are connected, shall be so fitted that the plastic fitting will have the male thread on it, unless otherwise shown. Other types of plastic -metal connections 1 !shall be as recommended by the plastic pipe manufacturer or Contractor and approved by the Engineer. C. Flanged Joints. All flanged joints shall be so made that 1 j after uniform compression of the sealing gasket by proper bolt tightening, the flange faces shall be parallel, the jointed 1 fittings or pipe centerlines shall be coincident, and no abnormal stress shall be transferred to adjacent piping or fittings. Flanges on plastic pipe shall be tightened sufficiently to slightly compress the gasket to make a good 1 , seal, but not so tight as to distort the flanges. J 1-i I 1` I DIVISION 10 - PLASTIC PIPE AND FITTINGS SECTION 10-04: PVC PIPE AND FITTINGS. ' A. Manufacture and Testing. All SDR rated pipe, sizes 2" - 12", shall be manufactured in accordance with the Commercial Standard CS256-63 or latest revision for Polyvinyl Chloride (PVC) as conducted in accordance with the applicable ASTM procedure. All DR rated pipe, sizes 4" .- 12", shall be manufactured in accordance with AWWA C-900. The extrusion. quality test shall be conducted within 2 hours of extrusion of the specimen. Before shipment, a certified report on the production tests of each lot of pipe and fittings shall be furnished to the Engineer and shall include: 1. Date of tests. 2. Contractor's purchase order number. 3. Lot number. 4. Measurements of dimensions and tolerances. 5. Burst pressure values. 6. Sustained pressure test results. - 7. Extrusion quality results. ' All pipe shall be marked at intervals, as set forth in CS256 and AWWA C-900, to declare compliance with standards of the National Sanitation Foundation (NSF). ' A sample of each type fitting to be used in this system shall be submitted for the Engineer's approval, and his approval obtained before purchases of fittings. B. Material. All pipe and fittings shall be manufactured from NSF approved material that conforms to ASTM D-1784 Type 1, Grade 1 (PVC 1120) resins, and the pipe shall be stamped with the NSF seal of approval and permanently marked. All. materials shall conform to Commercial Standard CS256 and AWWA C-900,- respectively. C. Pressure Class and Dimension. The pipe shall be fabricated in conformance with a working pressure class for Dimension ration of Class 200 with SDR 21 and Class 250 with SDR 17, as -defined in CS256; Class 200 with DR 14, and Class 150 with DR 18. All pipe shall pass rigid quality control tests from a dimensional standpoint in accordance with the dimensions and tolerances as set forth in ASTM D-2241. - D. Joints. Joints shall be boltless gasketed unless otherwise. shown. The male end of each section of externally coupled plastic pipe shall be marked with a line around the circumference, which can be used to check the depth of socketing after the pipe is coupled. 2 Li DIVISION 10 - PLASTIC PIPE AND FITTINGS J 1. Boltless Gasketed Joints. All boltless gasketed joints 8" and under shall be Certainteed's Twin Gasketed "Fluid- Tite," or Robintech's Single Gasketed "King's Joint," or equal. 'a. All boltless gasketed joints over 8" shall be of • the "Single Gasket Coupling" as manufactured by Certainteed,-orequal. - IIb. Rubber rings shall be as provided by manufacturer. C. Pipe with extruded bells shall be furnished in not more than 20 foot lengths. Pipe with double gasket type of coupling may be furnished in 40 foot joints. Only molded and machined double gasket I. coupling shall be allowed with pipe in 20foot or longer joints. ' d. Provision shall- be made for expansion and contraction at each gasketed type joint. e. The pipe manufacturer shall be a member of the 'I Plastic Pipe Institute or Amer±caxf Water Works Association and shall have manufactured the pipe and joint proposed for use for not less than five ' (5) years. f. All fittings and specials 4" and larger in size ,:shall conform to AWWA short or long bodied cast ) iron fittings using a mechanical joint system with hardened or duck tipped type rubber gaskets in accordance - with AWWA specifications C-110 and C-111. ' The fittings shall be cement lined in accordance with AWWA speci-fications C-104. The pipe and fittings shall be installed in accordance , with the recommendations of the pipe manufacturer. 2. Flange Joints.. Flange joints shall be 150 pound class unless otherwise shown. -. 1 .. a. Flanges: ASA Class i50"' b. Flange Bolts and Nuts: ASTM A307, Grade B, galvanized and of such length that, after installation, bolts will project 1/8 to 3,/8 inch i beyond outer face of nut.' c. Flange Gaskets: Full face 1/8 inch thick neoprene '( of plasticized PVC. i 3 '. I DIVISION 10 - PLASTIC PIPE AND FITTINGS 3. Threaded Joints. All threaded joints shall be standard iron pipe threads unless otherwise shown. Only Schedule 80 pipe shall be threaded. SECTION 10-05: STANDARDS. All pipe furnished under these specifications must be manufactured to conform to the latest revision of the following standards: AWWA C-900 - Standard for Polyvinyl Chloride (PVC) pressure pipe, 4" through 12", for water. ASTM D1598 - Test for Time -to -Failure of plastic pipe under long-term hydrostatic pressure. ASTM D1599 - Test for Short -Time rupture strength of plastic pipe, tubing, and fittings. ASTM D1784 - Specification for Poly (Vinyl Chloride) (PVC) compounds and Chlorinated Poly (Vinyl Chloride) (PVC) compounds, rigid. ASTM D2122 - Determining dimensions of thermoplastic pipe and fittings. ASTM D2241 - Specification for Poly (Vinyl Chloride) (PVC) plastic pipe (SDR - PR). ASTM D2672 - Specification for Bell -End Poly (Vinyl Chloride) (PVC) pipe. ASTM D3036 - Specification for Poly (Vinyl Chloride) (PVC) plastic line. couplings, socket type. ASTM D31139 - Specification for joints for plastic pressure pipes using flexible elastomeric seams. CS256 - Polyvinyl Chloride (PVC) plastic pipe (SDR-PR). NSF -14 - Thermoplastic materials,- pipe, fittings, and jointing materials. PS 22-70.- Product Standard. - 4 I I LI I I I_" I I I I I I I I LI [I l DIVISION 10 - PLASTIC PIPE AND FITTINGS SECTION 10-06: WARRANTIES. The materials' manufacturer shall provide the Contractor and the System's Owner a written guarantee of quality and standards of material provided. All materials shall 1 be warranted for a period of not less than one (1) year against defective materials. The Contractor shall be responsible for one (1) year from date of acceptance for any imperfections in the materials, construction, and operation of the water system. 1 I SECTION 10-07: HANDLING. All pipe, fittings, and accessories shall be handled and stored in a manner that will ensure their 1 1 installation in a sound, undamaged condition. All coatings and linings which have been damaged shall be repaired at the expense of the Contractor before installation in the system. IT SECTION SECTION 10-08: CUTTING PIPE. Cutting of all pipes shall be accomplished by approved methods that will provide a neat, smooth, 1 straight cut at right angles to the axis of the pipe, without damage to the pipe or any coating or lining materials thereon. SECTION 10-09: CLEANING. The interior of all pipe and fittings 1i shall be thoroughly cleaned of all foreign matter before install- ation and kept clean until the work has been accepted. All joint contact surfaces shall be kept clean until jointing is completed. 1 SECTION 10-10: INSPECTION. Each pipe and fitting shall be inspected for defects, just prior to connection. All defective, damaged, or unsound pipe or fitting shall be rejected and removed I. from the site of the work. 1� J 11 11 1' II Ii 1i 1' i 1i 1j 1i 1-i SANITARY SEWER SYSTEM SPECIFICATIONS I. CITY OF FAYETTEVILLE 1i ii 11 Ii 1j I:. 1j 1' 1I II 11 1T I II 11 I II i.i I.I IJ I! 14 DIVISION 11 - VITRIFIED CLAY PIPE (SEWERS) SECTION 11-01: SCOPE. This section covers vitrified clay pipe and fittings, which shall be furnished and installed complete with all jointing materials, man holes, and other appurtenances. SECTION 11-02: MATERIALS. Vitrified clay pipe. and fittings, jointing materials, and appurtenant materials shall -be as shown on the plans specified herein. A. Pipe and Fittings. Standard Strength: ASTM C13, or ASTM C261 Extra Strength: ASTM C200, or ASTM C278 B. Jointing Materials: Factory -molded plastic joints, ASTM C425, Dickey Clay's "PEP," or equal. SECTION 11-03: HANDLING. Pipe, fittings, and accessories shall be handled in a manner that will ensure their installation in the work in sound, undamaged condition. Hooks inserted in ends of pipe shall have broad, well padded contact surfaces. Pipe and fittings shall not be bumped or dropped. Pipe having premolded joint rings shall be handled in such a manner that no weight, including the weight of the pipe itself, will bear on or be supported by the spigot rings at any time. Care shall be taken to avoid dragging the spigot ring on the ground or allowing it to come in contact with gravel, crushed stone, rocks, or other hard objects. Joint rings which have been damaged in any way will not be accepted and shall not be incorporated in the work. SECTION 11-04: ALIGNMENT AND GRADE. Unless otherwise shown on the plans, all vitrified clay pipe shall be laid straight between changes in alignment and at a uniform grade between changes in grade. All lines shall be laid so that each section between man holes will lamp with a smooth curved invert. Sections of sewer pipe between man holes that do not meet alignment specification herein and approval by the Project Engineer shall be removed and reconstructed to proper grade. Only the City Engineer has authority to accept improperly aligned pipe. City Engineer shall provide the Project Engineer with written conformation of improperly aligned pipe. When "batter board" alignment grades, the Contractor, shall intervals of not more than 25 boards shall be maintained in trench grading is in progress. is used to determine and check pipe erect substantial batter boards at feet and not less than three batter proper position at all times when I, DIVISION 11 - VITRIFIED CLAY PIPE (SEWERS) The Engineer shall set off -set hubs only at each manhole for horizontal and vertical control. The alignment, both horizontal and vertical, shall be the Contractor's responsibility and expense, when "laser beam" and/or batter boards are used.., The Contractor's Unit Bid Price shall include all laying costs. The Contractor is encouraged to use "laser beam" alignment equipment. SECTION 11-05: FACTORY -MOLDED PLASTIC JOINTS.-_' All instructions and recommendations of the pipe manufacturer shall be observed and followed. All joint surfaces shall be lubricated with the lubricant furnished by the pipe manufacturer immediately before the joint is completed. 2 SECTION 11-01A: PVC' PIPE ANT) FTTTTNGS All PVC sewer pipe and fittings shall conform to the requirements of the latest revision of ASTM specification D3034 (PSM) and shall be made of plastic having a cell classification of 12454-B as defined in ASTM D1784. SECTION 11-02A, JOINTS AND LENGTHS All pipe Shall be boltless 1 gasketed at each joint by use of a gasket type joint and integral bell. All pipe and fittings shall be tested in- accordance with ASTM Designations D2152 and D2444. j The Contractor shall, prior to delivery of pipe, provide the Owner's Engineer a copy of the manufacturer's test report or statement by the seller, accompanied by a copy of the test results, Ithat -the material has been sampled, tested, and inspected= Each • certification shall be signed by an authorized agent of the seller or manufacturer. SF.CTTON 11-nTA• TNSTATTATTnN All plastic sewer pipe shall be installed in accordance with ASTM D2321-72 or the latest revision. Bedding and haunching materials used shall be as described in the "TRENCH DETAIL" of these APPENDIX Specifications. All PVC Pipe shall have material in the zone meeting ASTM D448 -#67's or ASTM I,J. D2774 1" Maximum. For installation near or below the ground water table, Class I materials shall be used for the bedding, haunching, and initial backfill. This embedment shall extend from six (6) inches below the pipe to six (6) inches above the pipe. A. TNFTT.TRATTON ANT) EXFT7TRATTON TESTS. After the pipe has been laid and backfilled, all pipe sections shall be tested for tightness by air testing, infiltration, or exfiltration tests. The maximum allowable amount of leakage shall be 100 gallons .,) per day per inch -mile. The minimum time requirements for air testing for a 0.5 psig pressure drop from 3.5 psig to 3.0 psig shall not be less than that shown in the following tables, j between manholes: Ii 1 Rev. 2/8/99 II i Ti I 1 • 1 H 4 2.5 minutes 6 4.0 minutes 8 5.0 minutes 10 6.5 minutes 12 7.5 minutes 15 9.5 minutes B. DF.FT.F TTfN TESTS. The Contractor shall schedule and perform , a successful deflection test in the presence of the Engineer after the pipe has been laid and backfilled. A mandrel shall be pulled through each entire pipe section with a maximum deflection not to exceed 5% of the pipe's internal diameter. SFCTTfN 11-0SA- WARRANTY. For a period of not less than one year ' from the date of acceptance by the Owner, the Contractor shall be responsible for all repairs, replacements and other costs, including replacement of all material, and all labor and equipment, for successful operation of PVC Sewer System. SFCTTON 11-06A: FArTORY-MOT.T)F.T) PT.ASTTC ,TOTNTS_ All instructions and recommendations of the pipe manufacturer shall be observed and followed. All joint surfaces shall be lubricated with the ' lubricant furnished by the pipe manufacturer immediately before the joint is completed. I I 2 Rev. 2/8/99 ' 11 Ii DIVISION 12 - STANDARD MANHOLES ' SECTION 12-01: STANDARD MANHOLES. All manholes shall be constructed complete with manhole frames and covers. Manholes shall be constructed of precast concrete sections and/or cast -in -place concrete manholes. ' A. Materials. 1. Concrete minimum compressive strength: 3,000 psi. 2. Minimum precast section wall thickness: 4-1/2 inches. 3. Reinforcement: As required to withstand handling, erection, Iiand temperature stresses. 4. Steps: Neenah R-1980-1 or approved equal. Ii5. Joints of precast sections: Sealed with mastic gasket. 6. Manhole's lid and ring: Bass and Hayes 250 pounds in unpaved areas and 300 pounds in paved areas. I. 7 B. Construction. All manholes are to be cast -in -place except in areas where access by concrete trucks is impossible. In that case, other ' types of manhole construction is permissible upon written consent of the Owner's Engineer. Manhole inverts shall be carefully constructed to maintain the proper velocities through the manhole, and in no case shall the invert sections through the manhole be greater than that of the outgoing pipe. The shape of the invert shall conform exactly to the lower half of the pipe it connects. Side slopes shall be plastered, troweled, and brushed to a smooth, clean surface. The main sewer shall be carried through manholes by split pipe wherever practicable. Concrete filling between the sewer invert and wall of manholes shall be flush with the top edges of the invert and shall slope up from the invert at a rate of three inches per foot. ' i.Where it is not practicable to use split pipe through manholes, due to breaks in grade or elevations of incoming sewers, the sewer invert shall be made of concrete deposited between forms, or of brick on edge laid up in cement mortar. J Drop manholes and other special structures shall be built in accordance with the drawings. All fittings, connections, drops, ' concrete drop encasements and all other sewer pipe appurtenances built into walls shall be provided. Utilization of the existing manholes shall conform to the above requirements for shaping the invert. II Ili DIVISION 13 - ACCEPTANCE TESTS I III Ii I Ii Ij SECTION 13-01: INFILTRATION-EXFILTRATION TESTS. After the lines have been installed, manholes constructed, and some time allowed for ditch settlement, but before final repair of paved streets or final cleanup has been made, the Contractor shall conduct infiltration-exfiltration tests by use of one of the following procedures: A. Water Tests. Under this method, the Contractor shall test the lines by blocking off the various sections of pipe, filling the lines with water and measuring the leakage. The tests shall be conducted and the allowable leakage shall conform to the rates as set out in ASTM C-425 with the following changes. The exfiltration shall not exceed 100 gallons per day, per inch of pipe diameter, per mile of pipe. All pipe joints shall be subject to a minimum of ten feet head during the test procedure. - B. Air Tests. Under this method, the Contractor shall conduct low pressure air tests of the various sections of pipe by use of equipment manufactured for this purpose. The equipment shall include a regulator to avoid over-pressurizat ion". and damaging an otherwise acceptable line. The equipment used shall be identical or equal to the "Air-Loc" system as manufactured by Cherne Industrial, Inc., Hopkins, Minnesota. The low pressure air test shall be conducted by plugging each opening in the reach of the pipe to be tested. All plugs shall be braced against slippage due to internal pressure. One of the plugs provided must have an inlet tap or other provision for connecting an air hose. After the air control equipment is connected to the air hose, the air pressure shall be monitored so that the. -internal pressure does not exceed 5.0 psig. After reaching 4.0 psig the air supply shall be throttled to maintain between 4.0 and 3.5 psig for at least two minutes in order to allow equilibrium between air temperature and the pipe walls. During this time, all plugs shall be checked to detect any leakage. If plugs are found to leak, the air shall be bled off, the plugs tightened, and air supplied again. After the temperature has stabilized, the pressure should be allowed to decrease to 3.5 psig. At 3.5 psig, timing shall begin to determine the time required for the pressure drop to 3.0 psig. If the time, in minutes, for the air pressure to decrease from 3.5 psig to 3.0 psig is greater than that shown in the table below, the pipe shall be determined free of defects. rev. 9/7/94 1 1' I DIVISION 13 - ACCEPTANCE TESTS PIPE SIZE (inch) 4 8 10 12 15 MINIMUM TIME (minutes) 2.5 4.0 5.0 6.5 7.5 9.5 If by use of the procedure a faulty section of line is found, that section of line shall be tested at 20 foot -intervals to determine the exact location of the leakage. If a section of -piping is found to be leaking, the exact source of the leak shall be determined, a repair made, and the entire section retested. SECTION 13-02: LAMPING. Each section of the sewer line between manholes is required to be straight and uniformly graded. Each section will be lamped by the Engineer. Any segment of the line not to true grade will be removed and replaced by the Contractor at the Contractor's expense. All defects in the sewers shall be repaired to the satisfaction of the Engineer and the City of location of the project. SECTION 13-03: SMOKING. The Engineer has the option to smoketest any sewer line (new or existing) within the project. The Contractor shall furnish all labor and material for the purpose of this test. The Contractor shall repair all leaks revealed by the test at his own expense (new lines). SECTION 13-10: PROOF OF ACCEPTANCE. The Contractor shall furnish the Engineer with proof of acceptance by all Governing bodies. C I I I C p C C I I [.] I I I rev. 9/7/94 2 ' I Ii ' I DIVISION 14 - ARMCO TRUSS PIPE ' SECTION 14-01: SCOPE. This specification covers the recommended practice for laying, backfilling, patching, and testing Armco truss pipe and fittings. • SECTION 14-02: MATERIAL SPECIFICATIONS. All material shall conform to ASTM standard specifications for truss pipe. ' ! SECTION 14-03: RECOMMENDED PRACTICE FOR BEDDING AND BACKFILLING A. Trench Construction. Trench width control is not critical for ' pipe performance as long as sidewalls are properly built and trench walls are of suitable soil. Side -fill construc-tion should be extended 2-1/2 pipe diameters each side of the center line, or to the trench wall, whichever is less. B. Bedding. A minimum 3 inch cushion helps grade the sewer and provides an improved bed support under the pipe. Be sure this 'i bed uniformly supports the pipe along the line. C. Backfilling. Cover the pipe 12 inches above its top with ' specified material and soil construction. SECTION 14-04: JOINTING. All joints shall be solvent weld type. ' Allow primer sufficient time to soften the interference fit in the bell and spigot. Scrub the primer in on the bell. Apply cement normally and join the sections. Avoid disturbing the joint afterward. 1 SECTION 14-05: LASER BEAM ALIGNMENT. It is mandatory that • adequate blower capacity be provided. Fumes from curing joints 'tend to deflect the beam, thereby causing variance to the intended line and grade. SECTION 14-06: MANHOLE CONNECTION. ' A. Manhole Water Stop. Manhole water stops shall be obtained • from Armco Steel Corporation or be an approved equal. 19 B. Placing. Place stop near center of manhole wall. J C. Tighten steel band to assume positive seal against pipe ' outside. SECTION 14-07: PATCHING. All patching shall be made in accordance with manufacturer's recommendation. Under no circumstance is a ' patch to be placed on pipe in which both the inner and outer walls have been punctured. SECTION 14-08: CONCRETE ENCASEMENT. Under no circumstances should Jtruss pipe be encased in concrete. I; 1 1i ' DIVISION 15 - LOW PRESSURE AIR TEST OF SANITARY SEWER PIPE LINES SECTION 15-01: SCOPE. This specification covers the recommended practice for testing gravity flow sanitary sewer lines, when using the low-pressure air test method to demonstrate the integrity of the installed material and construction procedures. This specification is for use in testing 4 through 24 inch sanitary 1 sewer lines. SECTION 15-02: SUMMARY OF METHOD. The section of sewer line to be I. tested is plugged. Low-pressure air is introduced into the plugged line. The amount and rate of air loss is used as an acceptance test for the section being tested. 'i SECTION 15-03: SAFETY. A. The air test may be dangerous if, because of ignorance or carelessness, a line is improperly prepared. B. All pneumatic plugs should be seal -tested before being used in ' the actual test installation. One length of the pipe shall be laid on the ground and sealed at both ends with the test plugs to be checked. The sealed pipe shall be pressurized to 5 psig (34 kPa). The plugs shall hold against this pressure without bracing and without movement of the plugs out of the pipe. C. As a safety precaution, pressurizing equipment shall have a regulator or relief valve set at a maximum of 10 psi (69 kPa). SECTION 15-04: PREPARATION OF THE SEWER LINE. ' j A. Flush and clean the sewer line prior to testing. B. Plug all pipe outlets to resist the test pressure. Give special attention to stoppers and laterals. SECTION 15-05: PROCEDURES. A. Determine the test duration for the section under test in accordance with Table No. 1. Ui B. Add air until the internal air pressure of the sewer line is raised to approximately 4.0 psi (28 kPa) gauge. After an internal pressure of approximately 4.0 psi is obtained, allow at least two minutes for the air pressure to stabilize. (The pressure will normally show some drop until the temperature of 'the air in the test section stabilizes.) i j 1 [l P1 DIVISION 15 - LOW PRESSURE AIR TEST OF SANITARY SEWER PIPE LINES , C. When the pressure has stabilized and is at or about the starting test pressure of 3.5 psi (24 kPa) gauge, commence the test. Before the starting of the test, the pressure may be allowed to drop to 3.5 psi. Record the drop in pressure for the test period. If the pressure has dropped more than 1.0 psi (7 kPa) gauge during the test period, the line is presumed to have failed. The test may be discontinued when the prescribed test time has been completed even though the 1.0 psi drop has not occurred. D. If the pipe to be tested is submerged in ground water, determine the back pressure due to ground water submergence and increase all gauge pressures in the test by this amount. This test procedure may be used as presumptive test which enables the installer to determine the acceptability of the line prior to backfill and subsequent construction activities. The minimum time requirements for air testing for a 0.5 psig pressure drop from 3.5 psig to 3.0 psig shall not be less than that shown in the following table, between manholes: TABLE No. 1 MINIMUM TIME PIPE SIZE (minutes) 4 INCH 2.5 6 INCH 4.0 8 INCH 5.0 10 INCH 6.5 12 INCH 7.5 15 INCH 9.5 SECTION 15-06: ACCEPTANCE. A.If the test section fails to meet the requirements in Section 15-05.C, the Contractor shall, at his expense, determine the source of leakage. He shall then repair or replace all defective materials and/or workmanship. B. It is suggested that the first section between manholes be tested. This. will permit the Engineer to observe the tightness of joints and quality of workmanship. The Engineer will determine the frequency of additional testing required. rI Rev. 10/3/94 2 ' C IL - 1_ I.. STREET & STORM SEWER SPECIFICATIONS CITY OF FAYETTEVILLE 1� DIVISION 20 - STREET SPECIFICATIONS FOR CITY OF FAYETTEVILLE 1i SECTION 20-01: RIGHT-OF-WAY REQUIREMENTS. IiA. Residential Street: Fifty (50) feet. 1 B. Collector Street: Sixty (60) feet. C. Minor Arterial: Eighty (80) feet. D. Principal Arterial: Eighty (80) feet. SECTION 20-02: STREET WIDTH. A. Residential Street: Thirty-one (31) feet back to back of curb. IiB. Collector Street: Forty-five (45) feet back to back of curb. C. Minor Arterial: Forty-five (45 feet back to back of curb 1unless Federal and/or State Highway Department funds are used; _ then the requirement becomes forty-nine (49) feet back to back of curb (four twelve -foot lanes) 1 D. Principal Arterial: Same as Minor Arterial. SECTION 20-03: SUB -BASE PREPARATION. The new street shall be cut 1 to and/or filled to the subgrade contained in the engineering plans and profiles. The sub -base must be rolled and compacted to 95 percent standard proctor density and 10 plasticity index. The 1I moisture content shall be the optimum based on soil type and .1 laboratory test results. SECTION 20-04: BASE MATERIAL. The base material shall be a minimum of six (6) inches of SB-2, unless otherwise stated in Bid Items. 1i SECTION 20-05: BASE MATERIAL PREPARATION. A. The SB-2 shall be moistened to optimum water content (verified by laboratory test results) and. rolled and compacted to j ninety-five percent (95%) modified proctor density and 10 plasticity index. IiB. After the SB-2 has cured to optimum strength (minimum of seventy-two (72) hours), apply a coat of. prime oil (MC30 or equivalent) at the rate of .25 gallons per square yard. Allow prime oil to thoroughly penetrate (minimum penetration time of _ twenty-four [24] hours) before paving. 11 1' I I DIVISION 20 - STREET SPECIFICATIONS FOR CITY OF FAYETTEVILLE , SECTION 20-06: SURFACE COURSE. A. For grades of ten percent (10e or less, the street surface shall be two inches (2") of asphalt cement concrete hot mix after compaction. B. For grades in excess of ten percent (10%), the surface course shall be six inches (6") of portland cement concrete (five and one-half (5-1/2) bag mix) with a twenty-eight (28) day cured strength of 4200 psi. See Division 22 for Concrete Street Specifications. C. Grades in excess of fifteen percent (15%) shall not be permitted exceeding three hundred (300) linear feet. SECTION 20-07: COMPACTION. All sub -base, base, and asphalt surface shall be rolled and compacted with a roller weighing at least eight (8) tons. SECTION 20-08: CURBS AND GUTTERS. Required on both sides of all new streets. See standard detail sheet for shapes, etc. SECTION 20-09: SIDEWALKS. A. Residential Streets: Four (4) feet wide sidewalks required on one side of street. B. Collector Streets and Commercial Zones: Five (5) feet wide sidewalks required on both sides of the street unless otherwise shown on Engineering plans and profiles. C. Arterial Streets: Same as Collector. SECTION 20-10: DEDICATED STREETS. All dedicated streets will be constructed according to the Engineering plans and profiles approved by the Street Superintendent. The construction process shall be supervised.:, by a registered Professional Engineer commissioned by the developer. SECTION 20-11: CONCRETE STRUCTURES. See Division 21 of these specifications. SECTION 20-12: GENERAL COMMENTS. Regarding construction - see Division 21 of these specifications. K I I I I I I I I I I I I I I C iI I. DIVISION 20 - STREET SPECIFICATIONS FOR CITY OF FAYETTEVILLE SECTION 20-13: STREET EXTENSION. The extension of any existing street regardless of condition or construction methods and techniques previously employed, shall be constructed in full compliance with these new specifications. ' SECTION 20-14: SUB -BASE PREPARATION. The following test procedures shall apply to both Section 20-03, "Sub -Base" and I. Section 20-05, "Base" of these specifications. Density tests on the sub -base shall be performed by the following methods: 1i A. A minimum of three (3) standard densities shall be performed on any continuous prepared stretch of sub -base equaling less than 900 linear feet. Ii J B. A minimum of one (1) standard density shall be performed every 300 linear feet on any prepared stretch of continuous sub -base 1 greater than 900 than 900 linear feet. C. A minimum of three (3) standard densities shall be performed by personnel of a soils testing laboratory. 1] D. All base and sub -base (hillside or other) shall be compacted in layers not exceeding 6" in the compacted state and shall be tested as stated in Section 20-14.A, B, and C above. 1 E. All proctors and testing shall be performed in the presence of the Fayetteville City Engineering Department representative, by 1; a Soils Lab, approved by the City. The cost of said testing and proctors shall be paid by the Contractor. 1? 1' 1' 1 I 1 3 Rev. 7/18/94 I In DIVISION 21 - GENERAL COMMENTS REGARDING CONSTRUCTION 1 SECTION 21-01: WARPED OR SLOPING SECTIONS. Warped or sloping sections will not be permitted. SECTION 21-02: BANKS. All banks behind curbs will be back -sloped at a ratio of three to one (3 to 1) to the Right -of -Way line. SECTION 21-03: NATURAL DRAINAGE. Natural drainage will be adhered 1 to by incorporating street underdrains or by rechanneling natural ditches into improved drainage easements. SECTION 21-04: STREET INSPECTIONS. The Supervising Engineer will accompany the Street Superintendent on inspections, and the proctor densities and plastic index tests will be conducted in the presence of the Street Superintendent. The testing lab performing the field tests shall provide the Project Engineer with certified test J results immediately following field tests. These three inspections are to be performed by the Street Superintendent or his designated representative during the construction process, as follows: A. After all streets have been cut to subgrade and the sub -base has been prepared. 1 B. After curbs and gutters and base material is installed. 1 C. Upon completion of paving, all construction, backfill, and cleanup. SECTION 21-05: ENGINEERING CERTIFICATION. Certification will be jrequired from the Supervising Engineer before lots will be I] SECTION 21-06: UTILITIES' COVERAGE. All utilities, including service connections, will have a minimum of four feet (4') of cover, or two feet (2') below the floor of all drainage ditches and Ii all improved drainage easements, or two feet (2') below the floor of all street drainage structures and street paving. Utility lines with less than two feet (2') cover under street paving shall be encased in concrete from one foot (1') outside each back of curb. IJ Ii DIVISION 22 - CONCRETE STREET IMPROVEMENTS MINIMUM ' SPECIFICATIONS FOR CITY OF FAYETTEVILLE '.SECTION 22-01: SCOPE. The specifications are intended to express minimum design and construction requirements of Fayetteville City Ordinance No. 1790 for concrete street improvements. SECTION 22-02: CONCRETE STREET STRUCTURES. All concrete street structures described on the attached diagrams and included in these specifications shall be constructed of 4200 psi portland cement ' 1 concrete at 5 1/2 bag mix in 28 days. Concrete shall be troweled and shall have a light broom finish with application of white _1I pigment curing compound to serve as a method of curing. ' SECTION 22-03: SUBGRADES. All subgrades shall be prepared by the Contractor to a grade plus or minus one inch (1") within the Sn finished grade. ,i SECTION 22-04: MINIMUM THICKNESS OF SIDEWALKS AND DRIVES. Minimum thickness of sidewalks shall be four inches (4"). Residential ' driveways shall be a minimum of four inches (4") with either four inches (4") of compacted base or 6" X 6" 10 gauge reinforcing web. Commercial driveways shall be a minimum of six inches (6") with six inches (6") of compacted base or 6" X 6" 10 -gauge reinforcing. web. SECTION 22-05: MINIMUM WIDTH OF SIDEWALKS. Residential sidewalks shall be four feet (4') wide. All others shall be a minimum of, five feet (5') unless otherwise shown on plans and profiles. SECTION 22-06: PLACEMENT OF CONCRETE PAVEMENT. All concrete ' street pavement shall be placed mechanically with equipment approved by the Consulting Engineer for the Street Department. All concrete street construction procedures and details shall be in ' ) strict accordance with Portland Cement Association (PCA) • Publication IS119.02P, "Suggested Specifications for Construction of Concrete Streets", unless otherwise approved by the Consulting Engineer for the City Street Department. Concrete for the pavement ' shall, be non -reinforced and shall have a 28 day compressive strength of 4,200 psi when cured and tested in accordance with AASHO T22, or ASTM C39; and AASHTO T23 or ASTM C31. The concrete '1 shalbe'placed six inches (6") in thickness, plus or minus 1/4 l- inch, plus any additional depth required as a result of surface deficiencies in the subbase. The average thickness of the concrete ' shall not be less than six (6) inches, and any thickness in excess of six and one-fourth (6-1/4) inches shall be rounded to six and one-fourth (6-1/4) inches for computing the average thickness. All ,'concrete with a thickness less than five and three-quarters (5-3/4) inches shall be removed and replaced at the discretion of the Consulting Engineer for the City Street Department. All streets shall have a concrete curb and gutter on each side unless otherwise ' l shown. 1 I I DIVISION 22 - CONCRETE STREET IMPROVEMENTS MINIMUM SPECIFICATIONS FOR CITY OF FAYETTEVILLE SECTION 22-07: EXPANSION JOINTS. - A. JOINTS. Expansion and construction joints shall be placed as indicated on the plans. In addition,, traverse construction joints shall be placed wherever the placement of concrete is suspended for 30 minutes or longer. Transverse contraction joints shall be: placed normal to the centerline- of the pavement at intervals not to exceed 15 feet. A longitude contraction joint shall be placed along the centerline of pavement whenever the concrete is poured continuously across the full width of the street. B. TRANSVERSE CONSTRUCTION JOINTS. Transverse construction ' joints shall consist of a butt joint formed the full depth of the slab with either keyways or dowels one inch in diameter placed in a manner shown on the plans or in accordance with joint type "B" or "E" as shown in Portland Cement Association Publication IS211.01, "Concrete Streets: Typical Pavement ' Sections and Jointing Details: C. TRANSVERSE CONTRACTION JOINTS. Transverse contraction joints shall be formed in accordance with Section 902 of the previously referenced PCA Publication I5119.02. When curbs and gutters are used adjacent to the pavement edges, all transverse joints shall continue through the curbs and ' gutters. D. LONGITUDINAL JOINTS. Longitudinal joints shall be either a construction joint formed by casting the concrete in segments, or formed by creating a plane of weakness in accordance with Section 905 of the PCA Publication IS119.02. Longitudinal joints, whether it is formed as a construction joint or formed as a weakened plane, shall be tied together with #4 deformed bars 30 inches long, placed. at 36 inch intervals. SECTION 22-08: TURN RADII. Two No. 4 (#4) reinforcing bars shall be placed horizontally in all turn radii. Turn radii will be bid at the same price as curb and gutter when the curb and gutter is 100 linear feet or longer. ' SECTION 22-09: POZZILITH. Pozzilith shall be added when directed by the Street Superintendent for better workability. El Ii 1 DIVISION 22 - CONCRETE STREET IMPROVEMENTS MINIMUM SPECIFICATIONS FOR CITY OF FAYETTEVILLE 11 SECTION 22-10: TEMPERATURE DURING CONCRETE POURING. Temperature 1• shall be 35 degrees Fahrenheit and rising before any type of concrete pouring will take place. Methods of heating or covering the surface of the concrete must also be provided by the Contractor when adverse weather conditions prevail. 1 SECTION 22-11: VIBRATOR. A vibrator shall be used at the direction of the Street Superintendent when pouring concrete of any type. SECTION 22-12: BIDDER RESPONSIBILITY. The successful bidder will be responsible for supervision of his crews. The Street superintendent or his designated representative will only perform an inspection after the grade is established on all jobs. 11 11 11 3 II Ii DIVISION 23 - TESTING SECTION 23-01: SCOPE. The Contractor shall be responsible for all ' correspondence and testing of all materials involved in the construction. All expenses incurred and required for testing shall be the Contractor's as subsidiary to the itemized Bid Items of the project. All materials testing shall be properly performed by a local licensed, certified testing laboratory approved by the Engineer and the proper official representing the governing body accepting the finished project. Proper testing shall be performed ' on all.designated sections of construction until results meet or exceed those required and called for in the project Bid Documents. Any misunderstanding shall be explained by the Engineer. IISECTION 23-02: MATERIAL TYPES. TESTING PROCEDURES AND STANDARDS. A. Sub -Base. Existing hardpan, and/or "hillside" fill shall meet lthe following test standards for each type of material sepa- - rately, in accordance with Division 20 of these specifications: 1. Standard Proctor with curves. ' 2. Attisburg Limit determined prior to beginning construction. 3. Density - Compaction test to 95% Standard Proctor after compaction by the Contractor. B. SB-2 Base. The following tests shall be performed in • accordance with Division 20 of these specifications: ' 1. Modified Proctor with curves. ' l 2. Density - Compaction to 95% Modified Proctor after compaction by the Contractor. 'i C. Portland Cement Stabilized SB-2 Base. All testing shall be in accordance with the Arkansas State Highway Department Guidelines AND as stated herein. Material sections shall be 'in accordance with the following standard procedures, and j shall be tested in accordance with the following: ' 1. Section shall be stabilized with a minimum of 5.5% Portland cement and shall yield a minimum 7 -day compressive strength of 650 psi. 1I J 71 1 I I DIVISION 23 - TESTING 2. Contractor shall place sections in 100's of feet, giving Engineer 24 -hour notice. Each section's lay shall prove to be a minimum of 5.5% portland cement by weight prior to watering process. Weight tickets shall be required by the Engineer. 3. Compressive Strength: Each day's lay shall be sampled at a distance not to exceed 100 L.F. after materials are mixed to optimum moisture and before compaction... Each test sample shall be placed in 6" diameter moles, filled 7" deep, left on construction site, then moisture cured in the lab for 72 hours. The testing procedure for sample compaction shall be in accordance with ASTM D-1557 for Modified Proctor. The samples shall be slumps, curing, and cylinder compressive tested in accordance with ASTM C-143, ASTM C-31... and ASTM C-39. Each 100 foot section shall have one (1) sample yielding a compressive 7 -day strength of 650 psi or greater prior to proceeding with construction. All sections not meeting this criteria shall be immediately removed and replaced by the Contractor at his expense within the time -frame of his contract. The same procedure shall apply to replacement sections as to the original sections laid. I ri I I I [I I I I 4. Density Tests: Density test procedures shall be in accordance with Division 20, "SB-2 Base" and shall be taken after the street section has been compacted by the Contractor. All tests shall equal or exceed 95% Modified Proctor. D. Concrete Streets and Structures. _ Testing shall be in accordance with the following, and shall be performed in __accordance with standard ASTM testing procedure, such as ASTM C-39, ASTM C-31, and ASTM C-143: 1._ A minimum of 3 cylinders per day's pour of less than 150 C.Y. - - 2. A minimum of 1 cylinder per 50 C.Y. per day of more than 150 C.Y. 3. All test cylinders shall yield a minimum of 4200 psi compressive strength in 28 days. E. Asphaltic Cement. All asphaltic sections shall be tested for flow and stability, in accordance with Arkansas State Highway Department standard procedures. 2 I 1 II 11 hi 'i 1 ,.J II 1 'j DIVISION 24 - STORM DRAINAGE OR STORM SEWERS SECTION 24-01: STORM DRAINS. Storm drains shall not collect or transport any sanitary sewage. SECTION 24-02: NATURAL DRAINAGE. All natural drainage shall be adhered to. SECTION 24-03: STORM DRAINAGE DESIGN. All storm drainage shall be designed for the twenty-five (25) year flood plane, unless otherwise noted on the plans and profiles. SECTION 24-04: CONCRETE PIPE REQUIREMENTS. Class II reinforced concrete pipe conforming to ASTM C-76 shall be used. The minimum size permitted shall be fifteen (15) inches inside diameter. SECTION 24-05: CORRUGATED METAL PIPE. 16 gauge under street paving and 18 gauge other places. SECTION 24-06: SURFACE DRAINAGE. Seven hundred (700) linear feet shall be the maximum distance to carry surface drainage on the street surface. Then the drainage must be collected in curb drop inlets, catch basins, etc. and storm drained to a natural drainage channel. SECTION 24-07: SPECIAL GASKETING AND SEALING MATERIALS. Special gasketing and sealing materials shall be used at all pipe joints and plugs to prevent infiltration into storm sewer. Procedure and materials shall be proven and acceptable in quality. 1 II O W 0 d ¢,-w �a owg "In. 01 L. II O•¢ w•' <8 e Q a z 3 0 `� O_ - ___ 0' F - F - o •? ' N a .. W 8° Q Zt0 Z< ¢' Q U Y'' cd o '. 06 s -_ LL 0 U_ ii' I O U_ c � O I 0 � N ww U. z a - ow w 313YISYA NOLldY 40 SLH1 wOaAao Nat"y 3l3YIHYA wo •zotwz .wIs. rwa 0 , - 3did •• I N •� Z W w 0 Q cc J. Li 0 O w U It a) d 7 sd sa O to v to N a o-1 O O EC 00 U)4) c w N +i U 0 a, H -q >H F O O Q I Li I.] I I I I I [] I H I I H C] I U. I oza J a Ii 3 LU Li 0 gil a a o ro Z " LU °' o a LU a/ w I - rr a I N rn LU a a C U al a i U. o o o lr ,w Z'4-4 O Z H N O AC 00 U vi +j Li ro I-. 1O o er v4 -I a N-1 U 0 Z a Z H IA Licoo > F H ' � Q z Ui f >a - =0 O 0 E IF FI (na (nCD Z e Zen Q ~ U OE. QQo { II C I ' -DIVISION 30 - CEMENT TREATED SECTION 30-01: DESCRIPTION. This it course constructed on the completed ' accordance with these specifications lines, grades, compacted thickness and plans or as directed by the Engineer. ' SECTION 30-02: MATERIALS. Materials used in the mixture shall conform to the following requirements: ' A. Aggregate. Crushed stone shall conform to the requirements specified in Subsection 306.02 of Section 306: Crushed Stone Base Course, of the Standard Specifications, edition of 1978, ' for Class SB-2, provided therein. B. Cement. Cement shall conform to the requirements for portland cement, Type I, AASHTO M85.' I -I C. Water. The water for the base course shall be clear, clean, and free from injurious amounts of oil, salts, or other ' I deleterious substances, and shall not contain more than 1000 parts per million of chlorides. If the water is of questionable quality, it shall be tested in accordance with the requirements AASHTO T26. ' D. Asphalt. - ' 1. Emulsified asphalt shall conform to the requirements of Subsection 403.03 (3) for grade SS -1.-. ' 1 2. Medium curing cutback asphalt shall conform to the requirements of Subsection 403.03 (b) for the grade selected by the Engineer. ' 3. Rapid curing cutback asphalt shall conform to the requirements of Subsection 403.03 (a) for the grade selected by the Engineer. I' The type of asphalt used for the protection and cover for the cement treated base course will be at the option of the Contractor, ' subject to the Engineer's approval. SECTION 30-03: LABORATORY TESTS AND CEMENT CONTENT. ' I A. Cement Content. The quantity of cement, approximately 5% to 8% by weight to be used with the aggregate and water, shall be determined by the Engineer. The moisture in the mix shall be ' maintained within a range of (+/-) 1% of optimum. CRUSHED STONE BASE em shall consist of a base and accepted subgrade in and in conformity with the typical section shown on the Ii 1 I I DIVISION 30 - CEMENT TREATED CRUSHED STONE BASE B. Laboratory Tests.- Specimens of aggregate;- cement and water • must develop a compressive strength of -at least 650 psi in 7 days., - SECTION 30-04: CONSTRUCTION METHODS. _ A. Weather Limitations. The- cement -treated base shall not be mixed or placed while the atmospheric temperature is below 35' Fahrenheit- within 24 hours, or when the. weather-_ is foggy or rainy. The temperature requirements may be waived, but only when so directed by the Engineer. - B. Equipment. All methods employed in performing the work and all equipment, tools, other plants, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer before the work is started. If unsatisfactory equipment is found, -it -shall be changed and improved. All equipment, tools, and plants must be maintained in a satisfactory working condition. C. Forms. When forms are required, they may be of wood or metal and shall be placed to line and grade as staked by. the Engineer. Wood forms shall not be less than 12 feet in length and shall have a width equal to the compacted depth of the base. The thickness shall be sufficient to maintain good alignment. All form lumber shall be of good quality, straight, well seasoned, clean, and free from defects which would impair its usefulness. Warped, split, worn or otherwise defective forms shall be discarded. Steel forms shall be of a section commonly required for portland cement concrete pavement. They shall be of depth at • least equal to the edge thickness of the work prescribed. They shall be straight and shall have a minimum section length of 10 feet. When directed by the Engineer, solid forms will not be • required.- In such cases, the spreading equipment and supply of base mixture shall be such.as will permit the continuous and satisfactory spreading of material for one or two-lane construction and -compaction to the proper thickness and contour. D. Preparing the Subgrade. The subgrade shall be prepared in accordance with the typical sections on the plans before the base course is placed thereon. I 2 1 H 1a DIVISION 30 - CEMENT TREATED CRUSHED STONE BASE ' Grade control between the edges of the pavement shall be accomplished by grade stakes, steel pins, or forms placed in Ii lanes parallel to the centerline of the roadway and at II intervals sufficiently close that string lines or check boards may be placed between the stakes, pins, or forms. ' To protect the subgrade and to ensure proper drainage, the spreading of the base shall begin along the centerline of the pavement on a crowned section or on the high side of the ' I pavement with a one-way slope. E. Compaction and Surface Finish. The mixture shall be compacted ' I to a density, as determined by AASHTO T191, or not less than 95 percent of the maximum density obtained by AASHTO T134. The moisture content of the mixture during compaction shall not vary more than five (5%) percent from the optimum moisture as determined by AASHTO T134. The surface of the treated roadway shall be reshaped to the 'required lines, grades and cross sections after the mixture has been compacted. It shall then be scarified lightly to loosen any imprints left by the compacting or shaping 'l equipment and rolled thoroughly. The operation of final rolling shall include the use of rollers of the pneumatic tire type. The rolling shall be done in such a manner as to ' produce a smooth, closely knit surface, free of cracks, ridges or loose material conforming to the crown, grade, and line shown on the plans. The density, surface compaction, and finishing operation shall not require more than two (2) hours. Water shall be added if necessary, during the finishing operation in order to maintain the mixture at the proper moisture content for securing the desired surface. Areas inaccessible to rollers or finishing and shaping equipment shall be thoroughly compacted to the required density by other approved compacting methods and shaped and I{' finished as specified. { F. Joints. As soon as final compaction and finishing of a 'section has been completed, the base shall be cut back perpendicular to the centerline to a point where uniform cement content with proper density has been attained and where the vertical face conforms to the typical section shown on the plans. ,I 3 I' C DIVISION 30 - CEMENT TREATED CRUSHED STONE BASE G. Surface Test. The finished surface of the stabilized base course shall conform to the general surface provided for by the plans. It shall not vary more than one-fourth inch (1/4") from a ten -foot straight edge applied to the surface parallel to the centerline of the roadway, nor more than one-half inch (1/2") from a template conforming to the cross section shown on the plans. H. Protection and Curing. After the base course has been finished as specified herein, it shall be protected against drying for seven (7) days. by the application of bituminous material. The curing methods shall begin as soon as possible, but no later than twenty-four (24) hours after the completion of finishing operations. The finished base course shall be kept continuously moist until the curing material is placed. The bituminous material specified shall be uniformly applied to the surface of the completed base course at the rate of approximately 0.2 gallons per square yard using approved heating and distributing equipment. The exact rate and temperature of application to give complete coverage without excessive run-off shall be as specified by the Engineer. At the time the bituminous material is applied, the surface shall be dense, free of all loose and extraneous material, and shall contain sufficient moisture to prevent penetration of the bituminous material. Water shall be applied in sufficient quantity to fill the surface voids immediately before the bituminous curing material is applied. Should it be necessary for construction equipment or other traffic to use the bituminous -covered surface before the bituminous material has dried sufficiently to prevent pickup, sufficient granular cover shall be applied before such use. The curing material shall be maintained and applied as needed by the Contractor during the seven-day protection period so that all of the base course shall be covered effectively during this period. Finished portions of base course that are used by equipment in construction of an adjoining section shall be protected in such a manner to prevent -equipment from marring or damaging the completed work. When the air temperature may be expected to reach the freezing, point, sufficient protection from freezing shall be given the base course for seven days after its construction and until it has hardened. n L L I I L L I I I I L L I I I L L I Ii ' DIVISION 30 - CEMENT TREATED CRUSHED STONE BASE I. Cold Weather Protection. During cold weather, when air ' temperature may be expected to drop below 35 degrees F. a sufficient supply of hay, straw, or other material suitable for cover and protecting previously placed material shall be 'provided at the site. Any base which has been damaged by freezing, or otherwise, shall be removed and replaced by the Contractor at his own expense. • J. Tolerance in Base Thickness. The base course shall be constructed in accordance with the typical sections on the plans (+/-) 1/2 inch in thickness. Sections over 1/2 inch ' deficient in thickness shall be removed and replaced at the Contractor at his own expense. No payment will be made for materials place in excess of planned thickness. ' SECTION 30-05: MAINTENANCE: The Contractor shall, within the limits of the contract, maintain the stabilized base material in good condition until all work has been completed and accepted by • the Owner. Maintenance shall include immediate repairs of any defects that may occur. This work shall be done by the Contra-ctor at his own expense and repeated as often as may be necessary to keep the area continuously intact. Faulty work shall be replaced for the full depth of treatment. The contractor shall construct the plan depth of cement treated base in one homogenous mass. The • addition of thin stabilized layers will not be permitted in order • to provide the minimum specified depth. SECTION 30-06: METHOD OF MEASUREMENT. Work completed under this ' I item shall be measured by the square yard, as shown on the plans. Quantities shown on the plans and in the proposal shall be considered as final quantities and no further measurement will be required unless the alignment is revised during construction. • Final quantities will be revised if, in the opinion of the Engi- neer or upon evidence furnished by the Contractor, substantial variations exist between quantities shown on the plans and actual quantities due to changes in alignment or apparent errors. SECTION 30-07: BASIS OF PAYMENT. Work completed and accepted under this item and measured as provided above shall be paid for at the contract unit price bid per square yard for cement treated crushed stone base course, which price shall be full compensation • for furnishing all materials, for mixing, hauling, placing, • rolling, finishing, and curing; and for all labor, tools, equipment, and incidentals necessary to complete the work. I. Ii I, 5 I ■' I I I II i, I SHEET NO. 1 2 3 4 6 7 8 10 11 11-A 11-B 11-C 12 13 14 15 16 17 SHEET NO 1 2 3 4 5 6 APPENDIX TO SPECIFICATIONS WATER SYSTEM DETAIL INDEX SHEET NAME Typical Service Setting Typical Service Connection & Water Setting (Type I) County Road and Driveway Replacement (Type II) Bituminous Concrete Road Replacement Detail Air Release Valve Detail Gate Valve Detail Fire Hydrant Detail Blow -Off Detail Thrust Blocking For Pipe Fittings Concrete Thrust Block Detail Thrust At Pipe Bends Resultant Thrust Of Water Under 100 Pressure At Bends And Fittings Concrete Thrust Anchor Buried Creek Crossing Steep Draw Crossing Concrete Encasement Trench Detail Highway Bore and Casing Detail SANITARY SEWER DETAIL INDEX SHEET NAME Typical Trench Concrete Manhole Encasement Pipe Buried Creek Crossing Cleanout Pier Detail psi I, O 111 ! {v N D :j 1G t$ 23 ≥gy m afl R to X11 f']$• �65 ({�jl y yS paw d �sypm F qn o N .9 J n Q C yy 4N.. r - .• a P •UPP•40 u Sb.9i • • • • • • • • • • • • 'Li ri 1'1 ai In z v um H i i 9/16 i F. r z z 11 2 1/C ;.: .. , . .• ;.;. -• • = MATERIAL SPECIFICATIONS FOR POTABLE WATER SERVICE MAIN LINE SERVICE TAPS MAINS: Class 200 PVC, SDR-21 (2", 3", and 4") SIZE MANUFACTURER ORDER NUMBER 2" x 3/4" Mueller H-13420 2" x 1" Mueller H-13420 3" x 3/4" Mueller H-13425 3" x 1" Mueller H-13425 4" x 3/4" Mueller H-13428 p 4" x 1" Mueller H-13428 MAINS: C-900 PVC, Cast Iron, Ductile Iron, Cl 200 A/C (2-1/4" UP) 2-1/4" x 3/4" Romac l0iN- 2.75 x 3/4"CC 2-1/4" x 1 Romac LOIN- 2.75 x 1" CC 4" x 3/4" Romac I01N- 5.40 x 3/4"CC 4" x 1" Romac lO1N- 5.40 x 1" CC 6" x 3/4" Romac l01N- 7.50 x 3/4"CC • 6" x 1" Romac 101N- 7.50,x 1" CC 8" x 3/4" Romac 101N- 9.62 x 3/4"CC 8" x l" Romac 101 N- 9.62x 1 " CC 10" x'3/4" • - Romac 1Dfr-'f2:12 x 3/4"CC 10" x 1" Romac 101N-12.12 x 1" CC 12" x 3/4" • Romac 101N-14.38 x 3/4"CC 12" x 1" Romac 101N-14.38 x 1 "CC lid. •►► •� DOUBLE TAPS 3/4" Type K Soft Copper 60' Coils 1 3/4" Corp. Stop. 110 Comp. Mueller H-15008 1. 3/4" U Branch 110 CTS x MIP x MIP 7-1/2" width H-15363 2 5/8" x 3/4" x 12" Riser Meter Yoke Mueller H-1402 w/H-14222 Tail Pieces 1 18" x 24" PVC Meter Box #501824.30T, .275 Wall Thickness Shell Only, notched as manufactured by Mueller/McCullough 1 18" C.I. Flat Meter Lid C-109 manufactured by Crouch Foundry 3/4" Type K Soft Copper Tubing 60' coils 1 3/4" Corp. Stop. 110 Comp. Mueller H-15008 1 5/8" x 3/4" x 12" Rise Meter Yoke Mueller H-1402 w/H-14222 Tail Pieces 1 18" x 24" PVC Meter Box #501824.30T, .275 Wall Thickness Shell Only, notched as manufactured by Mueller/McCullough 1 18" C.I. Flat Meter Lid C-109 manufactured by Crouch Foundry To connect extra copper to Service Line, Use 3/4" 110 Compression Union H-15403 li►1!• ; • : "OR EQUALS" ARE NOT ACCEPTABLE July, 1987 a ill '11 LF 1n 11 Nft Q y C r - > j WLL 3, Iii J y L } J Y' n Q 0 (� QI N O •� Q x won Zr c JL m\ A- - O N V. co NO DUN J IJJ KiIL W C n C a F Q x W Q (c ~ -J 0-' •0 . z w W? 3 W We... _ JA C I Oz =N ZFW Q, -J .In W> OOw O v'� mE Z 3 F- (n O F- U F QQ W Q MIT (..i <SN „�} WdjF �0 0 Np w `_ ayi aJ O V.o aF z w m z m •J yJ 3' a o FJ �Jr� O- Fyj 0 - N y n taw O z W N W N dd K �0 .. OX O 00 U O0 O C N -J? - WW J Q F F-QJ _ _ m L 'xu w3W VN<caOW M N cc W I LL O 02 llfi OOJn_ z OI(7 O •s IJ.I W O N Q 0 J _ I.' J U Z .c.. W< O h Q Q N 0Z D }JU WWQ d cr Jw •��N WW _ Ca- -a 1 1 DO Q •o "BI Nz O W • WW D =1111 Idll='-11� Ill- I�Ip , _._ a,Wn a i -_` - w NI W p/it t 3 0 ^ w '^ N J a N J O .NFm \ I Z)IL r Jr oFn WT - 3 _ VJ o x T N_♦ y w / W a Z Q _0 J ZW O _� 400 O I Igo 3F F -J' ( (i 0 xO WSW W Ja ryry _ >-W (y. _ •z W I -.(n N<~wou}wu \1)j �lli=JJil�1'1b _ W cc W �~NnFx Qo/,I) Z o. QO O CX O •zW Npa?�:Fu Q 7 0, Z\ 0,n 0 W aV1 &amt W^ai 3 11 'x W I OO J�C m W vue W�Jn aau 0cc m0 a� CL� DU n¢Q aWa r 1il a W OI oW tCisi milli amp O e' W Gw ON M: y ^ 3 LL a 3Tm U? a0 0 Z Q 3 W +I +1 3 4 rn Z Z (n _0 = z 3� F +I I z of J W �O�LLrJ: ./- alrl N� i W J z -IJJ K QW - a } W 7 0 m Lo W W H0 W 6 2 N x 0 Y\ z I r Q in Z oF-ui V S ¢off` of a O crm F W> O W �L V o ww• N \ W U �> U m a iW — -. 0> W cr a Z W WWi aC a : >viyln -Z W 0NW N f- tn = o 4 p cr LU NQo m v v'�0z g zt0 — W 0 x Q n w as . r\n Jn J (jr) wJ Q I 1 J 2 MI . �"aYl NY' Q) J Q U)0) Q Q o 10} WQ D bw z o ti �♦ a W c F_ of :anN o N a d 0 a" QOQa' nar NIW �9i U F- ox > F.^ a 6'MAX. WIDTH MILHOLLAND COMPANY FOR PAVEMENT Engineering & Surveying 205 Wesl Center Street SAW CUT Fayetteville, Arkansas 72701 Office Phone (501) 443-4724 'FOR- REPAIRS EXISTING CONCRETE OR BITUMINOUS CONCRETE DRIVEWAY AND CHIP AND SEAL COUNTY IMGHWAYS. ' FOR' ('TRENCHES -111 Ta%MRIABLE THICKNESS I 12"MIN.UNDISTURBED TIMCKNESS• 11/2 T FOR BITUMINOUS ,iz BANK CONCRETE DRIVEWAYS. I (MIN. 2$1 THICKNESS) W a Tfl" FOR CONCRETE DRIVEWAYS, (MIN, 5" • • MIN. HOT OR COLD BITUMINOUS MIX FOR COUNTY HIOHWAYSAFTER I COMPACTION OF BASE. COMPACTED se -2 VARIES-- UTILITY PIPES I 1 �c 'I ZS I. BITUMINOUS CONCRETE REPLACEMENT MATERIAL SWILL MEET TIE - REQFOR UIR(.*NTS OF SECTION HIIGHWAY CONSYRUCTION,ARKANSAS STAT8 or THE E STANDARD SPECIFICATIONS EDITION OF 1870, L CONCRETE SHALL IMVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4200 P.S.I. TYPE I ROAD CROSSING CONTRACTOR'S OPTION' BORE PER AHTD SPECIFICATIONS FOR j SAME BID PRICE AS OPEN 6' CUT: couwTY HIG WY AND DRIVEWAY REPLACEMENT DETAIL Sheet 2 Ii III 6 COMPACTED 58 2 -1 :1. i X11 Il ;I1 SELECTED BACK - FILL MATERIAL ,fl PER SPECS - I I L ilk 1H • • . . • • - • .....•,,.. w •: _ e • • • MILHOLLAN13 COMPANY Engineering & Surveying 205 West Center Street Fayetteville, Arkansas 72701 Office Phone (501) 443-4724 EXISTING GRAVEL SURFACE COMPACTED MATERIAL REMOVED FROM TRENCH MIN. 12" ,UTILITY PIPE MIN•: 6 / VARES- COMPACTED FOR LATERAL AND VERTICAL STABILITY OF MAIN. NOTE: TRENCH SETTLEMENT TAKES PLACE; IT IS -TO BE REFILLED WITH SB-2. Iv C`J ID IU• IJ 1.r- _ I i GRS /EL ROAD AND DRIVEWAY REPLACEMENT DETAIL r Sheet 3 IJ TYPE II ROAD CROSSING I SAW CUT PRIME COAT CONCRETE - 6x6/6-6 W.W.M.(MIN.) MILHOLLAND COMPANY Engineering & Surveying 205 West Center Street Fayetteville. Arkansas 72701 Office Phone (501) 443-4724 2"-3" HOT MIX BITUMINOUS CONCRETE LAYER TO MATCH EXISTING SURFACE. •► • ' • • •• 4 MAX. COMF CTED S8-2 UTILITY PIPE SAW CUT NOTES: I. BITUMINOUS CONCRETE REPLACEMENT MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTIONARKANSAS STATE HIGHWAY COSAMISSION, EDITION OF 1978. 2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4200 P.S.1. TYPE III ROAD CROSSING CONTRACTOR'S OPTION: BORE PER AFTD SPECIFICATIONS FOR SAME BID PRICE AS 6' CUT. - BITUMINOUS... CONCRETE ROAD REPLACEMENT DETAIL Sheet 4 MILHOL.LAND COMPANY Engineering & Surveying 205 West Center Street , Fayetteville Arkansas 72701 Office Phone (501) £43-4724 Ii DRILL (5) 1r2" AIR HOLES IN LID FINISHED GRADE C.I. COVER (CLAY IS BAILEY P. 2341 ) u► - - =11. . .. Nova 1l ___ aIfl1ItIL - IC= - 1hla ip;_10_ �m Securely attach Tracer Wire to P'. IB" 1111LL�' I" GALV. RETURN M/ It MESH — COPPER SCREEN SOLDERED TO II11 811-444 . LLL' OPEN END Ball Curb 1 OALV. Stop or PIPE IS"■ 34" METER BOX i Equal TRACER MIRE DRILL 1/S" HOLE I" ■ 24 GALV. I" PE. PIPE ( MIN.) __I APCO I" AIR RELEASE VALVE OR EOUAL,'i/3/32"' Orifice. I • , ..... 0 •. .� SR -_a 1" P.E. COMPRESSION • • TO IRON PIPE CONC. BRICKS UNDISTURBED SOIL ADAPTOR MAIN CONNECTION TO BE TYPICAL I CORPORATION NOTE: 1. AIR •RELEASE TO BE INSTALLED ADJACENT TO WATER MAIN OUT OF TRAFFIC. 2. BID UNIT PRICE SHALL INCLUDE ALL LABOR AND MATERIALS FOR SUCCESSFUL INSTALLATION OF AIR RELEASE, INCLUDING BRASS SERVICE SADDLE, CORPORATION STOP, 1" FIFES, VALVES, BOX WITH LID, OTHER ESSENTIAL ITEMS SHOWN AND NOT SHOWN. 3. METER BOX AND AIR RELEASE VALVE SHALL BE SET PLUMB. 4. METER BOX - BASS AND HAYES 34E. AIR. RELEASE VALVE DETAIL Sheet. 6 IZI 51(1'1 FACED 10 KOAP- ,w_ e-5tANDAKD "WA1EK VA(.YE" SIGN 5EC(f,L`LY AtTACHED W11N EOLIS d- NU15 ii'(O P05t MILHOLLAND COMPANY '4-- 51ANDARD HEAVY DUPY Engineering & Surveying' rUfAL T" cc 51' 205 West Center Street 24 5QUARIE Fayettevive, Arkansas 72701 Z { Office Phone (501) 443-4724 ' .' M E IS" f WORD "WATER" ON COVER ' 2 a 2$ a {" CONC. COLLAR ADJUST COVER TO GRADE ii 'v, tKACEK WIKE- �_ Ul LOOP LOOSELY TO 6ROUND TAMP BACKFILL LEVEL ,I c EXTENSION and Valve Box to be set plumb' �1 VALVE BOX AS SPECIFIED VALVE BOX TO BE 'I SUPPORTED BY COMPACTED FILL ' GATE VALVE AS SPECIFIED TRACER WIRE WATER MAIN ' UNDISTURBED SOIL Compocted Backfill NOTE' RADIAL COMPRESSION JOINT ENDS USED FOR PVC PIPE ARE NOT SHOWN. 'GATE _ VALVE. DETAIL Sheet 7 �' U! MILHOLLAND COMPANY Engineering & Surveying 205 West Center Street 2 - 2 I/2" " Fayeneville. Arkansas 72701 HOSE - 4 1/2 PUMPER NOZZLE NOZZLES // Office Phone (501) 443-4724 li-i® MUELLER CENTURION FIRE HYDRANT A-423 OR EQUAL w/ 3'-6" buried • HYDRANT TO HAVE COMBINATION FLANGE AND BREAK I. SECTION AND REMOVABLE BARREL �, WORD "WATER" ON COVER +' VIII III I 2'K 2'K 6" CONCRETE COLLAR SLOPING 3�� 2 FROM THE CENTER TO THE EDGES ADJUSTABLE 2 PIECE C.1. VALVE BOX o TRACER WIRE -LOOP LOOSELY TO I GROUND LEVEL. r in 6" GATE VALVE — OPEN LEFT �.I DRAIN - KEEP CLEAR OF CONC. 14". MIN. OF 2� MIN. C.I. OR D.I. 6" HYDRANT BRANCH-C.I. or D.T II o /GAIN e •. 3 CUBIC .•• •:...•. :4. FEET OF II ., :� �: GRAVEL II ' I NO BENDS IN THIS AREA PLACE CONCRETE ALL FITTINGS SHALL BE VARIABLE DISTANCE KICK BLOCK AGAINST ASSEMBLED WITH DUCTILE PLACE CONCRETE Iii Undisturbed Soil IRON RETAINER GLANDS WITH KICK BLOCK AGAINST SET SCREW TORQUED AS PER SOLID UNDISTURBED MANUFACTURERS@ RECOMMENDATION. SOIL. UNIT BID ITEM COMPLETE IN PLACE NOTES1. ALL HYDRANTS TO BE SET PLUMB WITH NOZZLES FACING HIGHWAY OR COUNTY ROAD. 2. HYDRANT AND VALVE WILL BE SET AND BURIED AT THE DEPTH SPECIFIED BY ENGINEER. ALL ITEMS NECESSARY FOR PROPER PLACEMENT ARE SUBSIDIARY TO BORE BID. 3. HYDRANT BRANCH TO BE CONSIDERED SUBSIDIARY TO FIRE HYDRANT AND AUXILIARY VALVE. Ii 4. ALL, FIRE HYDRANTS WILL CONFORM TO AWWA C502 -T3 STANDARD. 5. CONCRETE SHOULD NOT BE POURED ON BOLTS. ALLOW 2" MIN. CLEARANCE FOR WORKING ROOM. FIRE HYDRANT DETAIL Sheet e DRAIN - KEEP CLEAR OF CONC 2 MIN. , 3 CUBIC FEET Of OR we. • PLACE CONCRETE" KICK BLOCK AGAINST SOLID Undisturbed Soil. I 2 — 2 V2" HOSE NOZZLE MILHOLLANI) COMPAN Engineering & Surveyin 205 West Center Street Fayetteville, Arkansas 72701 Office Phone (501) 443-4724 MUELLER A-420 TWO-WAY HYDRANT OR EQUAL HYDRANT TO HAVE COMBINATION• FLANGE AND BREAK SECTION AND REMOVABLE BARREL ' WORD "WATER" ON COVER ' - -- ,. !L79 t 2"2's6 CONCRETE COLLAR SLOPING (ft " wP 2 FROM THE CENTER TO THE EDGES ,, I4" MIN. Of C.I. OR D.I. c ADJUSTABLE 2 PIECE C.t. VALVE Box ' 4" GATE WLLVE - OPEN LEFT ' TRACER WIRE - LOOP LOOSELY TO GROUND LEVEL 4" HYDRANT $RANCH-C.I. or D.I. (4" x 3" M,T. REDUCER" - MAIN I ON 3' MAIN NO BENDS IN THIS AR ALL FITTINGS SHALL BE (' 1MRIABLE DISTANCE ASSEMBLED WITH DUCTILE IRON RETAINER GLANDS WITH SET SCREW TORQUED AS PER MANUFACTURERS' RECOMMENDATION UNIT BID ITEM CO IN P E PLACE CONCRETE KIC BLOCK AGAINST SOLID UNDISTURBED SOIL. IL tl" N TE I. Al.. HYDRANTS TO a E SET PLUMB WITH NOZZLE FACING HIGHWAY OR COUNTY ROAD. 2. HYDRANT AND VALVE WILL BE SET AND BURIED AT THE DEPTH SPECIFIED BY ENGINEER. 3. HYDRANT BRANCH TO BE CONSIDERED SUBSIDIARY TO FLUSHING HYDRANT AND AUXILIARY VALVE. 4 ALL HYDRANTS WILL CONFORM TO AWWA C502-73 STANDARD. 5. ALL LABOR AND MATERIAL ITEMS NECESSARY FOR COMPLETE IN- STALLATION INCLUDING TEE, C.I. OR D.I. PIPE, VALVE WITH BOX,.IIYDRANT, ETC., SHALL BE CONSIDERED ONE BID UNIT. FLUSHING HYDRANT DETAIL Steel Iii0 W ¢ "O a < a n 40 a O. to u < a 3 „ Q J ap VV i ki F ¢ — wJ JjJ 2 a J S N < N F• < H . <W< W a V > 2 O t . J 1 o O J _ .^ . o 13� u i a< x = oo n z • 0 0 a II a .. w w W a • 1- < 11I t.nJ j ... N N F Y W Y O UOC �. f�_2V�OU' N Y � O V ■LtJN N N N N V J r1 — ,�I C 2 2 _I - I[r ilf = III N 1; =M — II 4 Iii _ _________ n a > W __ � � I I —LW J < - ; _ - J - I3 S z 0 . *. 1.. �� �;.�%:IIIIl=1111► fl I} I1 II! -_18111 . •:;pi ull I J J J UIZ C _ 5. 2 a ,..� fI ° N.N ^ O 11 a Z o n n• — H 0_J N � x K� ° Y U zoo �t o e 3 ` ° O W W IL _I I u . LL O — C - OWWZ 0I NotmiJW Gr.J J3JO J �N Jni ths J mO>F z W W I- Si WmW F a u x a V Y 2 Z V O O4 — Q J J z 'z F • I o W — W V N V 44 Cu.. p J W • J W N V !> >0 0 O • H W a- & J a I. N N W F LL LL Q O d 3r .Jz J m U) F I =W W- a� as W G O N I z O O -it, W z W 0 W O a O J O W iV W Y V � > o f U O W x z W < L /O LL 0 0 m WJ ORIGINAL ^ GROUNDLEVEL a . • a JNDISTURBED EARTH `.<'.•,� BLOCKING FOR BENDS PLUG �•.• •.T THRUST, MILHOLLAND COMPANY Engineering & Surveyil-T 205 west Center Street Fayenenoe. Arkansas 72701 ' Office Phone (501) aa3-4724 ORIGINAL GROUND U BELTED STRAPS ill - BENDY ' THRUST • 4 p•., /� P • CRETE - BLOCKING CONCRETE UNDISTURBED EARTH �� {•. BLOCK/N0 \ ' - BLOCKING FOR BENDS SEE NOTE •C- • CONCRETE BLOCKING t -EDGE OF TRENCH , a: _. ...__._ _ Caw• •.O.':_ CROSS —EDGE OF TRENCH CROSSES BLOCKING FOR • NOTE: ALL PIPE FITTINGS 4" AND LARGER SHALL BE; A. D.I. Mechanical Joint rated 'i5O p.s.i. working pressure for Main • pressures greater than 200 p.s.i. B. D.I-:• or C•I. Mechanical Joint Class 250 for Main Pressures less than 200 p.s.i. Co THRUST BLOCKING shall be adequate to withstand the sum of the Static Main Pressure with Storage Tanks full plus 200 p.s.i. Water Hammer 'multiplied by 2.5. Undisturbed Soil Backing shall be assumed adequate to 200 p.s.f. pressure. I O _ v _• CONCRETE BLOC�O 7Ch90 THRUST \ ' SEE NOTE •C- ' BLOCKING FOR BENDS r�CONCRETE BLOCKING 1 L.� TEE FEDGEOF TRENCH I• BLOOCINO FOR TEES I. THRUST BLOCKING FOR PIPE FITTINGS THRUST BLOCK SCHEDULE PIPE SIZE FITTING A B Cu. FT. 4' TEE 2'O" I 6" 2.5 OR 90° 2'-9" 1'-6" 4.7 SMALLER 45° 2� 0" I'-0" I.7 TEE 3''O" 2-0. 7.5 6" 900 3-6" 2'6" 13.3 450 20- O" 2 - 0" 3.4 TEE 3'-6" 2* -6" 12.7 8" 90° 4'-0" 31-0" 20.0 45° 39-0" 24'0" 7.5 TEE 3r-6" 3'-6" 26.7 10" 90° 41-6" 4'-0" 50.4 45° 3'-O" 3'-0" 20.0 NOTES' 1. CLASS 8 CONCRETE - 2,000 PSI, 28 DAYS. 2. SCHEDULE BASED ON THRUST RESISTANCE OF SOIL OF 2000 LBS. PER SQ. FT. AND 200 PSI LINE PRESSURE PLUS 120 P.S.I. HAMMER _ 3 FOR LINE PRESSURES GREATER THAN 200 PSI" AND/OR SOIL RESISTANCE LESS THAN 2000 LBS. PER SO. FT. , THE SCHEDULE SHALL BE ADJUSTED IN THE FIELD. 4. DEAD END BLOCKING IS THE SAME AS FOR TEE. FINISHED GRADE PIPE DO NOT ENCASE JOINT FITTING FITTING CONCRETE SOIL SECTION. Ii CONCRETE THRUST BLOCK DETAIL MILHOLLAND COMPANY Engineering & Surveying 205 West Center Street Rev. -6/19/97 UOffice Phone (501) 443-4724 Fayetteville. Arkansas 72701 Sheet. // A - i THRUST AT PIPE BENDS.. P= 2 x 62.5 H A Sin p p • USE TEST. PRESSURE. USE INSIDE BELL DIAMETER ' WHEN APPROPRIATE. USE BOTH "A" SCALES TO SET POINT ON SUPPORT LINE. READ "B" SCALES 1A00,000 WITH STRAIGHT LINE -THROUGH SET POINT. ' 500,000 ® P 4 ii, a a z 500 W •. 21 0 60 ®.., 72 400 / 1000000 m6 170 JO a 54- O 46 ti 150 0 - 1$Z 42- W 140 O W 0) 36 W300 150 z 50,000 20hi tN 120 M 4 30 _ a v 110 a 3 30 24_ ' a 40W 20 O 90 art ._I 16 Z200 Soco 16 60S 14 H I 70Q - cr to - H to X90 - 12 O ►- 70m O 10,000 F 10 a W 1 8 c 60 I_ � e Q iJf = W 504 1- L4 -- a 4 too- 00-HF 3 ' 40M� J a m 2 3- W W it IL 2 70 50 1,000 900 60 25 600 - 700 600 50 Soo Sheet //-B . DUIIMS • YCDOMD[LL CMCIM[LRIM6 COIOAMY-- - 14-- O C . V . O O 0 O O O O 8 O 8 p p O O O O o e— • --O 0 O n + a o + O n -.C to n to C C o i° o q� o h o o o ta10 s o of o o o .o V V vv + a n•N W a N .. 1'-%. C q n to « -'c u $ O O O O O O O O O O $ $ g $ O e c O O O O O O O O O O- 0 0 O N O m N • 0 q q a q N . . . . . . . . . . . . `'o _ a Cm•�. e o n o qm w m o o o i m Q1 ro-. O to to N N N a w .. .. .� p • OO—co O O O O -O O O O O O O O O O O O •> • 0j O 0 O O O w O O -o. .OO 0 0 w O O O O O a o N q o . • • • • • • • • . . . . . . p c .. 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O m q ♦ ♦ q N .� .a .. w • 552� P u o o o' eZ C o g o g-."4 CO 'w` a Y - - .+ -• •4 •. -. O O O O O O O O O O O Sdec oe. o m - _ . r ri . n t .. O qro E G D • e e o o t o • o o e o 0 0 • o • _C CO O O •. O 0 O a O to O a 0 .. O NO a Q ..1 F 0 m n O o a a ♦ v n q d N -. w +1 Sheet //-C .URNS • •CDONNCLL SNCINSCNINC COa.NY - -- _ cats a -1-S Undisturbed Undisturbed 8 l8 " Min. x 0 a Trench Closs B" Concrete Bose_ PLAN VIEW 205 W. CENTER Foyetteviile t_.LL... �I Bose " ;. 1.-• O.•. • '••: •- '•% ••• ••'•' tD Class "B" Concrete w ELEVATION VIEW CONCRETE THRUST ANCHOR MILHOLLAND- COMPANY Engineers Surveyors I_, I 1 1_. 1. 1 Ii I. 1 I. _I 1=; I 1. 1� 1� '1 /2 (501) 443-4724 Arkansas■I IT Ill Sheet /3 j i 2°' - CENTER MIL HOLLAND COMPANY (Sal) 443.4,_4 i Fayetteville Engineers Surveyors Arkansas 203 M. CENTER M ILHOLLAND COMPANY_ Fayetteville- Engineers--- - Surveyors (301) 443- 4724 • Arkansas' ' 24•I 11 — 42tomn. D.I.pipe P-V.C. pipe • :L: *T.. La- .!:-; i . • /14/N ,. ., o r,.-" 'l o .. .. : z ' .. • ' ' .: . 6 OUTSIDE 6" MIN DIAMETER MIN CONCRETE ENCASEMENT Sheet /5 b 4 t O Ii O NOTES: Top 400 of surface shall be cleared of Rock Debris, Roots, etc. and repaired to a condition equal to or better than prior to construction.1 N F 2 V Q TAMPED/ W m ELECT FILL V k „ O' - f 0 W MA/N W TH= 0D"a/B II Sm se 1. Payment for "ROCK EXCAVATION" shall be compute Width of ("D") nominal diameter of pipe (+) pl 1_ MILHOLLANI) C0111F'AN� Engineering & Surveying 205 West Censer Street ' I Fayetteville. Arkansas 72701 Office Phone (501) 443-4724 ' L I :� oath otter one (/1 year's , I ttlement 2 W I a Ii J O v IT N � 02 Iv Tracer Wire on ARC. Pipe' to be looped around each Joint of Pipe. 6"Compacted Selected Fill under Type S,IT ond.w Rood Crossings and ORock "removal areas. I. i! d on a maximum Trench us 18", and a maximum Trench Depth of ("D") nominal diameter of pipe (+) plus 42"• 2. Trench Bottoms shall be free of rocks and stones larger than 3/4". 3. Surface of Construction area shall be replaced, seeded, fertilized and maintained one (1) year after final acceptance or the Water System by the Owner (City). 4. All trees, brush, boulders, rocks, and debris affected by Construc- tion shall be properly disposed or. TRENCH DETAIL "Water Mains" Sheet /6 - Z 1312 2 W Z I oz h G e •a 2 WZ h :: z W > a 'i G zo InI. ac 3d01S 30 301 V u 2 IEi ri Li I — W z Z U U 0 II- �2 a u Q I r' I Z Z - � 0 Ik f Z S Zm �Q— I. >W W� IIIj l07 j U O J W W W Q 1 I I I x 00 03 ? .- IIII 00 w= I z IL a> W0 x Q o J > III II U W Q GQ w a _ _- - 3 Hy III: CUw r ri m W WQ 0 r IC G I Z 0 a j m Hz Z Li G IIF z W W 0~ 0 IIII Z x r0 U =1 N 0 4W GN IF o OaOO ym Z0 II_ O Q ZGQ J 4'W <0 1 G QJ00 Uw - - H3110 1J 2(Y> 0u w va0 ZQ u C,Na : J1. ❑W VINZ Qm 2 O W U�m Q<I UiVi QF W 0 Q WQa u> 002 GHIJ IC �UQv1 INc -4 n/a -- — —— — — —- z J 0H ac z 0 -Li Q 000 Z W W ("CC U d N W 0- 0 0 a N Q U a I z O U U CA U 0 H L Z o i ct 11 REVISED: 12/10/98 SHEET 17 DIA. PIPE No. 6 BARS 60.54.48" 6" CENTERS No. 5 BARS 42.36' 6CENTERS No. 6 BARS 30 1'-0" CENTERS 8'.12.15• No. 5 BARS 18.24" 1'-0" CENTERS INSIDE PIPE DIAMETER "B" JM1 " 60 7•-7 THE MINIMUM TRENCH WIDTH FOR ALL SIZES OF PIPES SHALL BE THAT WHICH ALLOWS A B" WORKING DISTANCE ON EACH SIDE OF THE BELL TRENCH WIDTH SCHEDULE NOTE:' REINFORCING SHALL BE CONTINUOUS THRU MANHOLE FLY ./o o_ mom T PROFESSIONAL ENGINEERS SURVEYING SPLCIAIJSTS Nos W. Cat.. — (50O 443-024 TRENCH . 33'-60" DY. PIPE 30-54 SASE 270-48" 24-42 21-36 18'-30" 14'-24' a• 12"-18- 11-8,10,12,15', • -ar :�a• • . - ALL PVC PIPE SHALL HAVE MATERIAL IN THIS ZONE MEETING ASTM D 448-4675 OR ASTM D 2774 1' MAX PAYMENT FOR ' ROCK EXCAVATION"('SHALL BE COMPUTED ON A WO MUM IRDICH WIDTH D1 NOMINAL D4AMETER OF PIPE (+) PLUS 18 AND A�MAOUMtJM TRENCH DEPTH OF ('0D NOMINAL DIAMETER OF PIPE (+) PLUS 42". la •15.-�• D. 12-36,42,48" 8'-30' 5"-o "• 10',12,18,2 4' CLASS "B" BEDDING Ra}7SED: 02/08/99 SHEET _ I J i ii • t Machined Surface, Non -Rocking Manhole Frame And Cover Bass 4 Hayes or Equal. Note: 24 For Manholes In Public Right -of -Way, Cost , �: • = x In Place Concrete Shall Stop At Point • a c Indicated. I d — to z _ - ` - -. -- - , Note For Manholes 4 -0 or Less In Depth, Use v. C.L Manhole 24 Mm - 36''Max: High Cone With 8- Max. Steps a High 2-00 Throat. - ' •v (*1 ___ d '�' Note • For Pipes Entering Base, Opening -Is Made, -' Pipe Is Inserted And Sealed With Non — Shrink Grout. D C 8" 48„ c• 8.. I: Mm cn Mm - See Note :' 4 - . 6Rdlf 143E OF rN �: Min _ ' i • - 3000 Psi • Min.. - Concrete . = • " it -,._ _ -• _ L . • SECTION -TYPICAL POURED IN PLACE MANHOLE Rev._6/19/97 SHEET NO. 2 205 W. CENTER M ILHOLLAND COMPANY (30„ 443.4724 Fayetteville Engineers Surveyors Arkansas . W W U? Fi = F c I. •c d Z . d`n � � W Q a m m W d p W ° 1 m t _ v E o W p W N C L d O d G � L n, a a III SHEET NO. 3 205 W. CENTER M IL HO L L A N.D C 0 M PA N Y (501) j43- 4724 't _! Fayetteville Engineers Surveyors Arkansas W,w z w _ = J 3 3 0 0 J W w v. w 0 y w Z W a a w � In a w 3 J Y Zu,O z y Q. K m O oz 0< SHEET NO. 4 205 M. CENTER MILHOLLAND. COMPANY (501)413.4724 Fayetteville - - Engineers Surveyors Arkansas 1 I • • • :I- 8 w•.i z .r.c z =i w • • , . •`: .,: 21_Q C:L_EAN0UT 20! W.CENTER MILHOLLAND 1i Fayetteville •• • Engineers II L.B. CI COVER SHEET NO. 5 COMPANY (501) 443.0724 Surveyors Arkansas r 15.1 Min.Tk.:20 'Min. Width w/*4 Undisturbed Hardpan or Solid Rock . TI I. 18 Min. 12"Man.to Bell I _ 0 ; s 03-'4e6"c.c. Continuous Over Pipe I 1 I B into Footing IcEll! IT. 1 ! t 1 "Sewer Main I I/2" CL-.- h— I II III I I II I I I Ext. Creek Bed I. I I II II o I I t c v f o --___J I t__--___ ID __I____ _ rd')c r 3"CL. 4's-9"GC✓EW I 4 , '\ If Rock 12" into Rock to Doweled 12•�into Roock w/45 12 -C.C. Grid. I" 4• Square I ci I I I I PIER DETAIL N.TS. PIPE SUPPORT FOR CREEK CROSSINGS ►Io,E7llon, CO -_ ENGINEERS k wd SURVEYING SPECIALISTS 205 W. Center a (SO/ 443-4724 SHEET 6 IL i I 11 POPLAR STREET IMPROVEMENTS (EASEMENTS) EXHIBIT No. I I. Ii • a 1 I I I FAYETTEVILLE 11 THE CITY OF FAYETTEVILLE, ARKANSAS March 2, 1999 �l Mr. Guy Washburn, PE. ! Milholland Company 205 West Center Street Fayetteville, Arkansas 72701 Re: Poplar Street project Dear sir, ' f 1. In your preparation of the final specifications and documents please add the following: "No buildings, trailers, sanitary facilities or any other type of structure shall be placed upon the right-of-way, permanent or temporary easements without prior written approval from the City and the property owner. No buildings, trailers, sanit ary , facilities or any other type of structure shall be placed upon the Ipermanent or temporary easements located at Poplar/Birch (the Campbell property)." 2. We need to bid this project. When can the specifications be completed? When can the project be advertised? Sincerely, Jim Beavers, P.E. 1 0 I I WEST MOUNTAIN 72701 501 521-7700 FAX 501 575.8257 1 ,fl Project No. 97023 Project Poplar Street Right of Way Parcel No. 75509495-000 Tract No. 4 TRUSTEE'S WARRANTY DEED IBE IT KNOWN BY THESE PRESENTS: THAT I. Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4. 1997, hereinafter called GRANTOR, for and in - consideration of the sum of One Dollar (51.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, do hereby grant, r 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: :. Part of Lots One (1) and Two (2) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex- - Officio Recorder of Washington County. Arkansas. more particularly described as follows: Beginning at a point that is North 87' 05' 25' West 5.00 feet from the Northeast corner of said platted Lot 2. said point being on the present centerline of Poplar Street: thence along said centerline South 8Y 05' 25' East 131.72 feet to the intersection of the centerlines of Poplar Street and Birch Avenue: thence along said centerline of Birch Avenue South 02 29' 18' West 64.48 feet; thence North 87 34' 11West I. 20.00 feet: thence North 02 29' 18' East 10.0 feet to a curve to the left, said curve having a radius of 30.00 feet and a delta angle of 89 19' 45'; thence along said curve an are distance of 46.72 feet with a chord bearing and distance of North 42 25' 33- West 42.18 feet: thence North Sr 05' 25' West 51.87 feet; thence South 02 19' 03' West 10.0 feet; thence North 8Y 05' 25" West 30.0 feet. to a � 1 point 5.00 feet West of the East boundary of said Lot 2: thence North 02 19' 03- East 35.00 feet to 11 the Point of Beginning, containing 4.573 square feet, more or less. It is the intention of this deed to convey both the present Poplar Street and Birch Avenue rights of way, at that intersection, and an additional area of 964 square feet, more or less, adjacent to said present Frights of way. - TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. And said Trustee, in behalf of the said Trust, hereby covenants with the said Grantee that said Trust is lawfully seized of said lands and premises: that the same is unencumbered, and that the said Trust will forever warrant and defend the title to the said lands against all legal claims whatsoever. - IIWITNESS the execution hereof on this day of 19 Patrick J. Tobin Revocable Living Trust dated March 4, 1997 BY: Patrick J. Tobin, Trustee 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 Jwithin and for said County and State, personally appeared Patrick J. Tobin, to me well known as the person who executed the foregoing document, and who stated and acknowledged that he is Trustee of the Patrick J. Tobin Revocable Trust dated March 4, 1997, and that he is duly authorized to execute the foregoing instrument for and 'in the name and behalf of said Trust, and further stated and acknowledged that he had so signed, executed and JJ delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. WITNESS my hand and seal on this day of 19 MY COMMISSION EXPIRES: Notary Public ) Prci4a N0. 97013 Project Poplar Street PUW No. 76509495000 Tract No. 4 GENERAL UTILITY EASEMENT BE IT KNOWN BY THESE PRESENTS: �' THAT I, Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997. 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, 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, maintain, repair and/or replace, enlarge and operate a water and/or sanitary sewer pipe line or lines, manholes, natural gas, electrical power, telephone and television communication line or lines, 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: Lot Numbered One (1) Block Numbered Eight (8) in Parker's Plat of Valley View Addition to the City 1.3 . of Fayetteville, Arkansas, as on record in the office of the Ex -Officio Recorder of Washington County. Arkansas. ALSO, the East Five (5) feet of Lot Numbered Two (2) Block Numbered Eight (8) in - Parker's Plat of Valley View Addition to the City of Fayetteville, Arkansas, as on record in the office F.ofthe Ex -Officio Recorder of Washington County, Arkansas. " " LESS AND EXCEPT: Part of Lots One (1) and Two (2) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at a point that is North 87 05' 25' West 5.00 feet from the Northeast corner of said platted Lot 2, said point being on the present centerline of Poplar Street: thence along said centerline South 8/05' 25' East 131.72 feet to the intersection of the centerlines of Poplar Street and Birch Avenue; thence along said centerline of Birch Avenue South 02' 29' 18' West 64.48 feet: thence North 87' 34' 11" West 20.00 feet: thence North 02 29' 18East 10.0 feet • to a curve to the left, said curve having a radius of 30.00 feet and a delta angle of 89 19' 45"; thence along said curve an arc distance of 46-72 feet with a chord bearing and distance of North 42 25' 33' West 42.18 feet; thence North 87 05' 25' West 51.87 feet: thence South 02 19' 03' West In.. 10-0 feet; thence North 87 05' 25' West 30.0 feet to a point 5.00 feet West of the East boundary of said Lot 2; thence North 02 19. 03' East 35.00 feet to the Point of Beginning, containing 4,573 square feet, more or less. The above described LESS and EXCEPT was conveyed to the City of Fayetteville via Warranty Deed for land to be used for street right of way. It was the intention of that deed to convey both the present Poplar Street and Birch Avenue rights of way at that intersection, and an additional area of 964 square feet, more or less, adjacent to said present rights of way. PERMANENT ASEMENT D SCRIPTION- l Commencing at a point that is North Sr 05' 25' West 5.0 feet from the Northeast corner of said platted Lot 2; thence South 02 19' 03' West 35.0 feet, to the Point of Beginning, said point also being on the new south right of way line of Poplar Street; thence South 87' 05' 25' East 30.0 feet; thence North 02 19' 03' East 10.0 feet; thence South 87 05' 25' East 51.87 feet to a curve to the Fright, said curve having a radius of 30.0 feet and a delta angle of 89 19' 45'; thence along said curve an arc distance of 46.72 feet with a chord bearing and distance of South 42' 25' 33' East 42.18 feet; thence South 02 29' 18' West 10.00 feet; thence North 87 34' 11' West 10.0 feet; thence North 02 29' 18" East 10.0 feet to a curve to the left, said curve having a radius of 20.0 feet: thence along said curve an arc distance of 31.1 S feet with a chord bearing and distance of North 42 28' 48' West 28.09 feet; thence North 87' 05' 25' West 27.89 feet; thence South 70 06' 49' West 25.79 feet; thence North 87' 05' 25' West 30.0 feet, to a point 5.0 feet West of the East boundary of said Lot 2; thence North 02 19' 03' East 10.0 feet to the Point of Beginning, containing 1.427 square feet, 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, until the use of said permanent easement is relinquished, abandoned or vacated and so long as such pipe line or lines, electrical power, telephone and/or television lines or cables, 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 L 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, lines and/or cables, 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, and to pay any damages which may arise to growing crops or fences from the said construction, maintenance and operation as determined by three disinterested persons, one thereof to be appoints by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. GENERAL UTILITY EASEMENT Tobin Trust Page 2 of 2 The Grantor agrees not to erect any buildings or structures in said permanent easement other than fences and said fences shall not exceed six (6) feet in height. The Grantee shall have the right to construct additional pipe lines, electrical power lines, telephone and/or television lines or cables upon the above described permanent 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 document. 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 day of 19 Patrick J. Tobin Revocable Living Trust dated March 4, 1997 BY: Patrick J. Tobin, 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 Patrick J. Tobin, to me well known as the person who executed the foregoing document, and who stated and acknowledged that he is Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997, and the he is duly authorized to execute the foregoing instrument for and in the name and behalf of said Trust, and further 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 day of 19_ Notary MY COMMISSION EXPIRES: Project No. 97023 Project: Poplar street ._ Parcel No. 765-09495-000 Tract No. 4 DRAINAGE EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT I, Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997. hereinafter called GRANTOR, for and in consideration of the sum of One Dollar (51.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, do 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 excavate, construct, '- maintain, repair and/or replace an earthen retaining levy, drainage tile area, open ditch, concrete channel and/or concrete inlet box on, over, and through the following described land situated in the County of Washington. State of Arkansas. to -wit: PROPERTY DESCRIPTION: . Lot Numbered One (1) Block Numbered Eight (8) in Parker's Plat of Valley View Addition to the City of Fayetteville, Arkansas, as on record in the office of the Ex -Officio Recorder of Washington County. Arkansas. ALSO, the East Five (5) feet of Lot Numbered Two (2) Block Numbered Eight (8) in Parker's Plat of Valley View Addition to the City of Fayetteville, Arkansas. as on record in the office of the Ex -Officio Recorder of Washington County, Arkansas. LESS AND EXCEPT: Part of Lots One (1) and Two (2) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. more particularly ' described as follows: Beginning at a point that is North 87 05' 25' West 5.00 feet from the Northeast corner of said platted Lot 2. said point being on the present centerline of Poplar Street; thence along said centerline South 87 05' 25" East 131.72 feet to the intersection of the centerlines - of Poplar Street and Birch Avenue; thence along said centerline of Birch Avenue South 02 29' 18" West 64.48 feet; thence North 87 34. 11" West 20.00 feet; thence North 02 29' 16" East 10.0 feet to a curve to the left, said curve having a radius of 30.00 feet and a delta angle of 89 19' 45 thence along said curve an arc distance of 46.72 feet with a chord bearing and distance of North 42' 25' 33' West 42.18 feet; thence North 87' 05' 25" West 51.87 feet; thence South 02 19' 03" West 10.0 feet; thence North 87 05' 25' West 30.0 feet to a point 5.00 feet West of the East boundary of said Lot 2; thence North 02 19' 03East 35.00 feet to the Point of Beginning, containing 4,573 square feet, more or less. The above described LESS and EXCEPT, was conveyed to the City of Fayetteville. as road right of way, under separate deed. In that deed, it was the intention to convey both the present Poplar Street and Birch Avenue rights of way at that intersection, and an additional Jarea of 964 square feet, more or less, adjacent to said present rights of way. PERMANENT ASEM NT DESCRIPTION: 'I Commencing at a point that is North 87 05' 25' West 5.00 feet from the Northeast corner of said 11 platted Lot 2; thence South 02' 19' 03' West 35.0 feet, to the point of beginning, said point also being on the new south right of way line of Poplar Street; thence South 87 05' 2S East 30.0 feet; thence South 02 19' 03" West 10.0 feet; thence North 87 05' 25" West 30.0 feet to a point 5.0 feet l West of the East boundary of said Lot 2; thence North 02 19. 03" East 10.0 feet, to the Point of Beginning, containing 300 square feet, more or less. TEMPORARY CONSTfIICTI N AND GRADING EASEMENT DESCRIPTION; Commencing at a point that is North 87" 05' 25" West 5.00 feet from the Northeast corner of said ���......111 platted Lot 2; thence South 02 19. 03" West 45.0 feet; to the point of beginning; thence South 87 05' 25" East 30.0 feet; thence South 19' 03' 54" West 52.06 feet; thence North B7 05' 25" West 15.0 feet to a point 5.0 feet West of the East boundary of said Lot 2; thence North 02 19' 03" East '-I 50.0 feet, to the Point of Beginning, containing 1,125 square feet, 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 this temporary construction and grading easement shall exclude any permanent structure presently located within the above described temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, together with free ingress to and ' JI egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. I:: HIfl Ii 'T] Li Ii Ii DRAINAGE EASEMENT Tobin 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 pay any damages which may arise to growing crops or fences from the above described construction, maintenance and operation as determined by three disinterested persons. One of whom shall be appointed by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. The Grantor agrees not to erect any buildings or structures in said permanent easement. The Grantee shall have the right to construct additional drainage structures within the above described permanent 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 _ day of BY: 19_ Patrick J. Tobin Revocable Living Trust dated March 4, 1997 Patrick J. Tobin, Trustee 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 Patrick J. Tobin, to me well known as the person who executed the foregoing document, and who stated and acknowledged that he is Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997, and that he is duly authorized to execute the foregoing instrument for and in the name and behalf of said Trust, and further 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 day of 19__ MY COMMISSION EXPIRES: Notary Public Ii 11 Project :9 7023 Project Poplar Street Improvements Parcel No. 7650949S000 Tract No. 4 TEMPORARY CONSTRUCTION AND GRADING EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT 1, Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust, dated March 4, 1997. hereinafter called GRANTOR, for and in consideration of the sum of One Dollar (41.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, do 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 temporary construction and grading easement on, over, and through the following described land situated in the County of Washington, State of Arkansas, for the sole purposes necessary for 1 -- roadway and/or drainage improvements associated with the above noted project, to -wit: PROPERTY DESCRIPTION: Lot Numbered One (1) Block Numbered Eight (8) in Parker's Plat of Valley View Addition to the City of Fayetteville, Arkansas, as on record in the office of the Ex -Officio Recorder of Washington County, Arkansas. ALSO, the East Five (5) feet of Lot Numbered Two (2) Block Numbered Eight (8) in Parker's Plat of Valley View Addition to the City of Fayetteville, Arkansas, as on record in the office of the Ex -Officio Recorder of Washington County. Arkansas. LESS AND EXCEPT: Part of Lots One (1) and Two (2) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office 11 of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at a point that is North 87 05' 25West 5.00 feet from the Northeast corner of said platted Lot 2. said point being on the present centerline of Poplar Street; thence along said centerline South 87 05' 25' East 131.72 feet to the intersection of the centerlines of Poplar Street and Birch Avenue: thence along said centerline of Birch Avenue South of 29' 18' west 64.48 feet; thence North 8Y 34' 11 West 20.00 feet: thence North 02' 29' 18 I f ' East 10.0 feet to a curve to the left, said curve having a radius of 30.00 feet and a delta angle of 89' 19' 45'; thence along said curve an arc distance of 46.72 feet with a chord bearing and distance of North 42 25' 33' West 42.18 feet; thence North 87 05' 25' West 51.87 feet; thence South 02 19' 03' West 10.0 feet: thence North 87 05' 25' West 30.0 feet to a point 5.00 feet West of the East boundary of said Lot 2; thence North 02 19' 03' East 35.00 feet to the Point of Beginning, containing 4,573 square feet, more or less. The above described LESS and EXCEPT, was conveyed to the City of Fayetteville, as road right of way, under separate deed. In that deed, it was the intention to convey both the present Poplar Street and Birch Avenue rights of way at that intersection, and an additional area of 964 square feet, more or less, adjacent to said present rights of way. TEMPORARY CONGTHUCT N AND GRADING EASEMENT DESCRIPTION: ' 1 - A temporary construction and grading easement across the above described property, being parallel with and contiguous to the South side of the above described LESS and EXCEPT and being more particularly described as follows, to -wit: Commencing at a point that is North 87 05' 25' ` West 5.0 feet from the Northwest corner of said platted Lot 2: thence South 02' 19' 03" West 35.0 feet; thence South 87 05' 25' East 30.0 feet, to the Point of Beginning: thence North 02 19' 03' East 10.0 feet; thence South 87 05' 25' East 51.87 feet to a curve to the right, said curve having a radius of 30.0 feet and a delta angle of 89 19' 45'; thence along said curve an arc distance of f.I 46.72 feet with a chord bearing and distance of South 42 25' 33' East 42.18 feet; thence South 02 29' 18' West 10.0 feet; thence North 87 34' 11' West 10.0 feet; thence North 02 29' 18' East 10.0 feet, to a curve to the left, said curve having a radius of 20.0 feet; thence along said curve an arc distance of 31.15 feet with a chord bearing and distance of North 42 28' 48' West 28.09 feet; thence North 87 05' 25' West 27.89 feet; thence South 70 06' 49' West 25.79 feet; l thence North 02 19' 03' East 10.0 feet, to the Point of Beginning, containing 1.127 square feet. JI 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 the same unto the said Grantee, its successors and assigns, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. ' 1• TEMPORARY CONSTRUCTION AND GRADING EASEMENT . " Tobin Trust .: Page2of2 Ill In 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. jI WITNESS the execution hereof on this day of 19_ Patrick J. Tobin Revocable Living Trust dated March 4, 1997 14 BY: Patrick J. Tobin, Trustee 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 Patrick J. Tobin, a/k/a P. J. Tobin. to me well known as the person who executed the foregoing document, and who stated and acknowledged that he is Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997, and that he is authorized to execute the foregoing instrument for and in the name and behalf of the Trust, and further stated and acknowledged that he had I. 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 , 19 I " MY COMMISSION EXPIRES; Notary Public IL: BE IT KNOWN BY THESE PRESENTS: THAT I, Geraldine R. St. John (formerly Geraldine R. Tobin). surviving spouse of Robert E. St. John, hereinafter called GRANTOR. For and in consideration of the sum of One Dollar ($1.00) and other good and valuable �l consideration, the receipt of which is hereby acknowledged, do hereby grant, ! sell and quitclaim unto the Patrick J. Tobin Revocable Living Trust dated March 4, 1997, Patrick J. Tobin, Trustee, hereinafter called GRANTEE, and • unto Grantee's successors and assigns, all of my right, title and interest, in and to the following described land situated in the County of Washington, State of Arkansas. to -wit: The East Five (5) feet of Lot Numbered Two (2) Block Numbered Eight (8) in Parker's Plat of Valley View U;. Addition to the City of Fayetteville. Arkansas, as on record in the office of the Ex -Officio Recorder of Washington County, Arkansas. 1. TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. WITNESS the execution hereof on this day of 1998. 11 Geraldine R. St. John (formerly Geraldine R. Tobin) 1 J _ ACKNOWLEDGMENT STATE OF ARKANSAS ) ss. COUNTY OF WASHINGTON ) .. ■■J� 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 Geraldine R. St. John (formerly Geraldine R. Tobin), 1 surviving spouse of Robert E. St. John, to me well known as the person who executed the foregoing document, and who stated and acknowledged that she had so, signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. �i WITNESS my hand and seal on this day of . 1998. MY COMMISSION EXPIRES: Notary Public I. III In ('IJ ICI '.l Ii Ii U I IJ 'I Proj.et No. 970Z/ Proisct: Poplar Straat Right of Way Part Parral Not. 76509490 & 76509a6¢epe Tract No. 5 TRUSTEE'S WARRANTY DEED BE IT KNOWN BY THESE PRESENTS: THAT I, Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997, 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: Part of Lots Four (4) and Five (5) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex - Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Northwest comer of said platted Lot 5, said point being the Intersection of the centerline of Poplar Street and Birch Avenue; thence along said centerline of Poplar Street South Sr 05' 25East 253.44 feet to the Northeast corner of said Lot 4: thence along the East boundary of said Lot 4 South 02 14' 20' West 25.00 feet; thence North 87 05' 25' West 203.36 feet to a curve to the left, said curve having a radius of 30.00 feet and a delta angle of 90 24' 02': thence along said curve an arc distance of 47.33 feet with a chord bearing and distance of South 4/38' 14' West 42.57 feet: thence South 02 29' 18" West 10.0 feet; thence North 87 33' 47' West 20.00 to the centerline of Birch Avenue, said point being on the West boundary of said Lot 5; thence along said West boundary North 02 29' 18' East 65.41 feet to the Point of Beginning, containing 7.340 square feet, more or less. It is the intention of this deed to convey both the present Poplar Street and Birch Avenue rights of way. at that intersection, and an additional area of 1,276 square feet, more or less, adjacent to said present rights of way. TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. And said Trustee, in behalf of the said Trust, hereby covenants with the said Grantee that said Trust is lawfully seized of said lands and premises; that the same is unencumbered, and that the said Trust will forever warrant and defend the title to the said lands against all legal claims whatsoever. WITNESS the execution hereof on this day of BY: Patrick J. Tobin Revocable Living Trust dated March 4, 1997 Patrick J. Tobin, Trustee ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WASHINGTON 19_ 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 Patrick J. Tobin, a/k/a P.J. Tobin, to me well known as the person who executed the foregoing document, and who stated and acknowledged that he is Trustee of the Patrick J. Tobin Revocable Trust dated March 4. 1997, and that he is duly authorized to execute the foregoing instrument for and in the name and behalf of said Trust, and further 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 day of MY COMMISSION EXPIRES: 19_ Notary Public '; TEMPORARY CONSTRUCTION AND GRADING EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT I. Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust, dated March 4, 1997, 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. SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a temporary construction and grading easement on, over, and through the following 'j described land situated in the County of Washington. State of Arkansas, for the sole purposes necessary for IIroadway and/or drainage improvements associated with the above noted project, to -wit: PROPERTY DESCRIPTION: l Lots Numbered Four (4) and Five (5), Block Numbered Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex Officio Recorder of Washington County, Arkansas. '.. LESS AND EXCEPT parts of Lots Four (4) and Five (5) of Block Seven (7) of said Subdivision which have been conveyed to the City of Fayetteville under separate deed as roadway right of way and being more particularly described as follows, to -wit: Beginning at the Northwest comer of said planed Lot 5, said point being the Intersection of the centerline of Poplar Street and Birch Avenue; thence along said centerline of Poplar Street South 8/05 25' East 253.44 feet to the Northeast 1111 comer of said Lot 4; thence along the East boundary of said Lot 4 South 02 14' 20' West 25.00 feet; thence North 87 05' 25' West 203.36 feet to a curve to the left, said curve to the left having a radius of 30.00 feet and a delta angle of 90 24' 02'; thence along said curve an arc distance t7 of 47.33 feet with a chord bearing and distance of South 47 38' 14' West 42.57 feet; thence Sdi th 02 29' 18' West 10.0 feet; thence North 87 33' 4T West 20.00 to the centerline ofBir-ch Avenue, said point being on the West boundary of said Lot 5; thence along said West boundary North 02 29' 18' East 65.41 feet to the Point of Beginning, containing 7,340 square feet. more or less. The above described LESS AND EXCEPT was conveyed to the City of Fayetteville. as road right of way, under separate deed. In that deed, it was the Intention to convey both the present Poplar Street and Birch Avenue rights of way at that intersection, and an additional area of 1,276 square feet, more or less, adjacent to said present rights of way. '� TEMPORARY CONSTRUCTION AND GRADING DESCRIPTION; A temporary construction and grading easement ten (10) feet in width across the above described property being parallel with and contiguous to the South side of the above described LESS AND I1 EXCEPT portion and being more particularly described as follows, to -wit: Beginning at a point JI which is South 02 29' 184 West 65.41 feet and South 87 33' 4T East 20.0 feet from the Northwest comer of said platted Lot 5, said point being on the East right of way line of Birch Avenue; thence North 02 29' 18' East 10.0 feet to a curve to the right, said curve having a radius of 30.0 feet and a delta angle of g0 24' 02'; thence along said curve an arc distance of 47.33 feet '� with a chord bearing and distance of North 47 38' 14' East 42.57 feet: thence South 87 05' 25' East 203.36 feet, to the East boundary line of said platted Lot 4; thence with said East boundary. South 02 14' 20' West 10.0 feet; thence North 87 05' 25' West 203.48 feet to a curve to the left, said curve having a radius of 20.0 feet; thence along said curve an arc distance of 31.55 feerwith . a chord bearing and distance of South 47' 36' 50' West 28.37 feet; thence South 02 29' 18' West 10.0 feet; thence North 87 33' 4T West 10.0 feet. to the Point of Beginning, containing 2,528 square feet, more or less, I 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 the same unto the said Grantee, its successors and assigns, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove 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. 1. TEMPORARY CONSTRUCTION AND GRADING EASEMENT Tobin Trust Page 2 of 2 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. WITNESS the execution hereof on this day of 19_ Patrick J. Tobin Revocable Living Trust dated March 4, 1997 BY: Patrick j. Tobin, Trustee 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 Patrick J. Tobin, a/k/a P. J. Tobin, to me well known as the person who executed the foregoing document, and who stated and acknowledged that he is Trustee of the Patrick J. Tobin Revocable Living Trust dated March 4, 1997, and that he is authorized to execute the foregoing instrument for and In the name and behalf of the Trust, and further 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 sea[ on this day of .19 MY COMMISSION EXPIRES: Notary Public - - II J Project No. 97023 Project: Poplar Street Mprovementa Parcel No. 765.09521-000 Tract No. 10 TEMPORARY CONSTRUCTION AND GRADING EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT I, Patrick J. Tobin, Trustee of the Patrick J. Tobin Revocable Living Trust, dated March 4, 1997, 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, SELL and CONVEY unto the City of Fayetteville. Arkansas. a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a temporary construction and grading easement on, over, and through the following described land situated in the County of Washington, State of Arkansas. for the sole purposes necessary for roadway improvements, to -wit: PROPERTY DESCRIPTION: Lot 14, Block 1 in the Revised Plat of Block 5, Parker's Plat of Valley View Acres, an Addition to the City of Fayetteville, Arkansas. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION- A temporary construction and grading easement across the above described property, being more particularly described as follows: Beginning at the Southwest corner of said Lot 14, said point being the intersection of the East right of way of Easy Avenue and the North right of way of Poplar Street; thence with the said East right of way of Easy Avenue, North 02 59' 39East 30.0 feet; thence South 42 00' 51' East 42.42 feet, to the North right of way of Poplar Street: thence with said North right of way line, North 87 01' 21' West 30.0 feet, to the Point of Beginning, containing 450 square feet. more or less. - The bearings for this description are based on the City of Fayetteville Global Positioning Satellite System, which may vary from the bearing system previously used in describing the subject property. 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 the same unto the said Grantee, its successors and assigns, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove 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. WITNESS the execution hereof on this day of 19 PATRICK J. TOBIN REVOCABLE LIVING TRUST, DATED MARCH 4, 1997 Patrick J. Tobin, Trustee ACKNOWLEDGMENT STATE OF ARKANSAS ) 1 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 Patrick J. Tobin, Trustee of the Patrick J. I. Tobin Revocable Living Trust, dated March 4, 1997. 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 day of lg_ } MY COMMISSION EXPIRES: Notary Public Proltet No. 97123 .. .. 11 Pa,wstre.tRromaWay FILED FOR RECORD Pan of P.ro.l Na 76Sd94ae00e • Treat No. 1 '9919F9 9 RN 1 3P WARRANTY DEED CORPORATION WASHINGTON CO AR BE IT KNOWN BY THESE PRESENTS: K. HARNESS Ii THAT Braig Enterprises, Inc., an Arkansas 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, 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: Part of Lot Ten (10) of Block Four (4) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio �; Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Southwest comer of said planed Lot 10, said point being the intersection of the Grantor's west property �— line and the existing centerline of Poplar Street; thence along the west boundary of said Lot 10, North 03 21' 50East 23.00 feet; thence South 87 05' 25' East 98.89 feet to a curve to the left, said curve having a radius of 25.00 feet and a delta angle of 39 47' 31'; thence along said curve an arc distance '� of 17.36 feet with a chord bearing and distance of North 22 48' 17' East 17.02 feet; thence North 02 55' 54• East 5.02 feet; thence South 87 05' 25' East 24.46 feet, more or less, to the Grantor's east property line; thence along said east property line, South p2 55' 54' West 44.02 feet, to the existing centerline of Poplar Street; thence along said centerline, North 87 05' 25' West 129.31 feet, more or less, to the Point of Beginning. It is the Intention of this deed to convey both the present Street and Avenue rights of way, at this intersection, and an additional area of 378 square feet, more or less, adjacent to said present rights of way. TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. And the said Grantor, hereby covenants that it is lawfully seized of said ' lands and premises; that the same is unencumbered, and that the Grantor will forever warrant and defend the title to the said lands against all legal claims whatever. WITNESS the execution hereof on this ______ day of r•v't_iL 1998 Braig En rprises, Inc.. an Arkansas Corporation .. BY: (�ukwa M1.Qu hell Ai tST. (Please print or type Name and Title) MA (Please print or type Name and Title) ( ) I. ACKNOWLEDGMENT STATE OF ARKANSASI. COUNTY OF WASHINGTON ; ss' • BE IT REMEMBERED, that on this date, before the unq�rsigned a duly�omissioned and acting Notary Public .J te4thln and for said C,qunty and State, personally appeared Kk, 144 111• ('!a ry ft 11 sM ` „tl4L, M ••(' n pt 6� f/ to me well knowvpnt as the persons Who executed the f regoing document, and who stated and acknowledged that they are the nee , and=Tfon�,,of Braig .Enterprises,-1,ican-Arkansas corporation, and are duly authorized in their respective capacities to execute the foregoing 'uistrvmern 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 u set forth.: purposes therein mentioned and - WITNESS niy hand and seal on this 5++b day of 41M.J1998. I _ MY COMMISSION'EXPIRES: V Notary Public 7 99032495 tti 11 IL Project No. 97073 . . Project: Poplar Street FILED FOR RECORD Punt No. 76SOB480- T"`t No. 1 '99 APR 9 Pf7 1 32 DRAINAGE EASEMENT WASHINGTON CO AR BE IT KNOWN BY THESE PRESENTS: K. HARNESS THAT Braig Enterprises, Inc., an Arkansas 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, do 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 excavate, construct, maintain, repair and/or replace an earthen retaining levy, drainage tile area, open ditch, concrete channel and/or concrete inlet box on, over, and through the following described land situated in the County of Washington, State of Arkansas, to -wit: PROPERTY DESCRIPTION: Lot Numbered Ten (10) and a part of Lot Numbered One (1) being more particularly described as . beginning at the Southeast comer of said Lot One (1), thence West 106.72 feet, thence North 97 feet, thence in a southeasterly direction to a point on the East line of said Lot, 81 feet North of the point of beginning, thence South 81 feet to the point of beginning, all In Block Four (4) of Parker's Plat of Valley View Acres, an addition to the City of Fayetteville, Arkansas. lees I_i I ,, LESS AND EXCEPT: Part of Lot Ten (10) of Block Four (4) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex-Officlo Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Southwest comer of said planed Lot 10. said point being the Intersection of the Grantor's west property line and the existing centerline of Poplar Street; thence along the west boundary of said Lot 10, North 03 21' 50' East 23.00 feet; thence South 87 05' 25East 98.89 feet to a curve to the left, said curve having a radius of 25.00 feet and a delta angle of 39 47' 31'; thence along said curve an arc distance of 17.36 feet with a chord bearing and distance of North 22' 48' 1T East 17.02 feet; thence North 02 55' 54' East 5.02 feet; thence South 870 05' 25' East 24.46 feet, more or less, to the Grantor's east property line; thence along said east property line, South 02 55' 54' West 44.02 feet, to the existing centerline of Poplar Street; thence along said centerline, North 8/05' 25' West 129.31 feet, more or less, to the Point of Beginning. It is the intention of this deed to convey both the present Street and Avenue rights of way, at this intersection, and an additional area 01 378 square feet, more or less, adjacent to said present rights of way. PERMANENT EASEMENT DESCRIPTION: Beginning at the point of intersection of the Grantor's west property line and the new North right of way line of Poplar Street; thence with said west property line, North 03 21' 50' East 417.76 feet, more or less, to the Grantor's North property line; thence with said North property line South 78 30' 25' East 7.58 feet; thence South 03 21' 50' West 387.18 feet; thence South 13 13' 12' East 30.65 feet; thence North 87 05' 25' West 16.25 feet, to the Point of Beginning, containing 3,259 square feet (0.075 acre), more or less. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, 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 pay any damages which may arise to growing crops or fences from the above described construction, maintenance and operation as determined by three disinterested persons. One of whom shall be appointed by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. The Grantor agrees not to erect any buildings or structures in said permanent easement other than fences and said fences shall not exceed six (6) feet In height. The Grantee shall have the right to construct additional drainage structures within the above described permanent 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 J 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. 99032491 ir DRAINAGE EASEMENT Page 2 of 2 WITNESS the execution hereof on this the day of �7r I L Braig En rprises, Inc., an Arkansas Corporation ATTEST: I�vl '( (Please riot or type I u /A (Please prim or type Name and Title) (Seat) ACKNOWLEDGMENT STATE OF ARKANSAS COUNTY OF WASHINGTON ) ss. BE IT REMEMBERED, that on this date, before the under 'gne a I Publi with(r91 ad for spld Con d C.�' YI ,g ry andrStartpI personally appeared,YA c_K, �i ��mt�toned afd cuing Notary document, and who stated and ack IJ to me well known re f} and owledged that they are the( the persons who executed hp foregoing of Braig Enterprises, Inc., an Arkansas corporation, and are duly authorized aint heir r capacities 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, executedespective purposes therein mentioned and set forth. and delivered said instrument for the consideration, uses and WITNESS my hand and seal on this __________ day of i{' 19 ` 9. MY COMMISSION EXPIRES: Notary Public 99032492 Li WATER/SEWER EASEMENT BE IT KNOWN BY THESE PRESENTS: FILED FOR RECORD '99 APR 9 Pf7 1 32 WASHINGTON CO AR K. HARNESS THAT Braig Enterprises. Inc., an Arkansas 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, Arkansas1 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 ap, thereto, on, over, across, and under the following described land situated In the County of Washington, State of Arkansas, to -wit: Lot Numbered Ten (10) and a pan of Lot Numbered One (1) being more particularly described as _ thenfniing at the Southeast corner of said Lot One ce In a southeasterly direction to point on the Easthence lI a of West aid Lot, 81 feet North of the point • J of beginning, thence South 81 feet to the point of beginning, all In Block Four (4) of Parker's Plato? Valley View Acres, an addition to the City of Fayetteville, Arkansas. U- LESS AND EXCEPT: Pan of Lot Ten (10) of Block Four (4) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Southwest comer of said platted Lot 10, said point being the intersection 1 of the Grantor's west Property line and the existing centerline of Poplar Street; thence along the west boundary of said Lot 10. North 03' 21' 50' East 23.00 feet; thence South 87 05' 25' East 98.89 feet to a curve to the left, said curve having a radius of 25.00 feet and a delta angle of 39 47' 31'; thence along said curve an arc distance of 17.36 feet with a chord bearing and distance of NOM 22' -1 48' 17' East 17.02 feet; thence North 02 55' 54' East 5.02 feet; thence South 87 05' 25' East 24.46 feet, more or less, to the Grantor's east property line; thence along said east property fine, South 02 55' 54' West 44.02 feet, to the existing centerline of Poplar Street; thence along said centerline, North 87' 05' 25' West 129.31 feet, more or less, to the Point of Beginning. . It is the intention of this deed to convey both the present Street and Avenue rights of way, at this intersection, and an additional area of 378 square feet, more or less, adjacent to said present rights of way. ' I- PERMANENT EASEMENT DES JCommencing at the point of intersection of the Grantor's West ro pe line and the new Noflh d - of way line of Poplar Street; thence with said right of way line South 87 05' 25' East 7.5 feet, to .. the point of beginning; thence North 03 21' 50' East 251.76 feet; thence North 08' 57' 25 ' East 80.59 feet; thence South 81' 02' 35' East 15.0 feet; thence South 08 57' 25' West 131.16 feet; 111 thence South 03 21' 50' West 199.89 feet; thence North 87 05' 25' West to.o feet, to the Point of Beginning, less and except any permanent structure within said easement area as of the date herein, containing 3,846 square feet (0.088 acre), more or less. • TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, so long as such pipe manholes and/or appurtenances thereto shall be maintained, together with free ingress to and egress from the real estate first hereinbeore described for the uses and u p rposes 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 with cultivation of soil, and that manholes willo bery acoll nstructs flush e fwith il the urface of the ground except ine, to a sufficient depth so as not to bottomlards where they shall be at a height above high water, and to pay any damages which may arise to growing crops _� or fences from the construction maintenance and operation as determined by three disinterested persons. One 111 thereof to be appointed by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. The Grantor agrees not to erect any buildings or structures in said permanent easement other than fences - and said fences shall not exceed six (6) feet in height 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 ii 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. 99032493 11 WATER/SEWER EASEMENT Braig Enterprises. Inc. Page 2of2 ii 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 ASE l. 19 Braig Enter rises, Inc., an Arkansas Corporation 'l BY: ATTEST: I M . t -f yr y Y �J 1n (Please print or type Name nd Title) Peckwtta /„ (Please prim or type Name and Title) (Seel) ACKNOWLEDGMENT STATE OF ARKANSAS ) COUNTY OF WASHINGTON ) ss BE IT REMEMBERED, that on this date, before the underp{'gned, a, duly comnAissioned and acting Notary Publ c w'thirt and for said ounty and State, personally appeared r kt h-+Yl (fl / }r , , '/ _ [ I and to me well known as the persons who a uted t foregoing document, and who stated and acknowledged that they are the capacitj to execute the foreoing of Braig Enterprises, Inc., an Arkansas corporation, and are duly authorized d in their respective and acknowledged that they tad solsigned, executed and delivered said instrument for henstrument for nd in the name and behalf of saidrconsiation,derations sandtated er and Lpurposs therein mentioned and set forth. 1! WITNESS my hand and seal on this daffy of MY COMMISSION EXPIRES: 0 Notary Public r 11 LTI 1? 14 99032494 ,i] ' Proiact Na 97020 Project: Poplar Stoat Parcel No. 765.09490000 Tract No. I TEMPORARY CONSTRUCTION EASEMENT Il BE rr KNOWN BY THESE PRESENTS: THAT Braig Enterprises, Inc.. an Arkansas 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, do 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 temporary construction easement on. over, and through the following described land situated in the County of Washington. State of Arkansas, to -wit: Lot Numbered Ten (10) and a part of Lot Numbered One (1) being more particularly described as beginning at the Southeast corner of said Lot One (1), thence West 106.72 feet, thence North 97 feet, thence in a southeasterly direction to a point on the East line of said Lot, 81 feet North of the point of beginning, thence South 81 feet to the point of beginning, all in Block Four (4) of Parker's Plat of Valley View Acres, an addition to the City of Fayetteville, Arkansas. LESS AND EXCEPT: Part of Lot Ten (10) of Block Four (4) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Southwest corner of said platted Lot 10, said point being the intersection of the Grantor's west property line and the existing centerline of Poplar Street; thence along the west boundary of said Lot 10, North 03 21' 50East 23.00 feet; thence South 8/05' 25' East 98.89 feet to a curve to the left, said curve having a radius of 25.00 feet and a delta angle of 39 47' 31'; thence along said curve an arc distance of 17.36 feet with a chord bearing and distance of North 22 48' 1T East 17.02 feet; thence North 02 55' 54' East 5.02 feet; thence South 87 05' 25' East 24.46 feet. more or less, to the Grantor's east property line; thence along said east property line. South 02 55' 54' West 44.02 feet, to the existing centerline of Poplar Street; thence along said centerline, North Sr 05' 25' West 129.31 feet, more or less, to the Point of Beginning. It is the intention of this deed to convey both the present Street and Avenue rights of way, at this intersection, and an additional area of 378 square feet, more or less, adjacent to said present rights of way. Beginning at the point of intersection of the Grantor's west property line and the new North right of way line of Poplar Street; thence South 87 05' 25- East 98.89 feet to a curve to the left, said curve having a radius of 25.0 feet and a delta angle of 39 47' 314; thence along said curve an arc distance of 17.36 feet with a chord bearing and distance of North 22 48' 1T East 17.02 feet; thence North 02 55' 54' East 5.02 feet; thence South 87 05' 25' East 5.0 feet; thence North 02 55' 54' East 40.03 feet; thence North 87 05' 25' West 10.0 feet; thence South 02 55' 54' West 51.05 feet; thence North 87 05' 25' West 99.60 feet, to the West property line; thence with said west property line, South 03 21' 500 West 10.0 feet, to the Point of Beginning and containing 1,472 square feet (0.034 acre), 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 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 easement shall exclude any permanent structure presently located within said temporary construction easement area. 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 hereinabove described for the uses and purposes hereinabove 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 document in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. TEMPORARY CONSTRUCTION EASEMENT Braig Enterprises, Inc. Page 2 of 2 WITNESS the execution hereof on this %1 day of tgg Braig Enterp ses, Inc., an Arkansas Corporation BY: AlTEST: - IL'kWl�{,f M •CO .Nnlnn Ij ?Pf '(rcQ5 (Please print or type Name and Title) (Please print or type Name and Title) ACKNOWLEDGMENT STATE OF ARKANSAS COUNTY OF WASHINGTON BE IT REMEMBERED, that on this date) before the undersi ed, duly commissioned and ctin Notary ublic with(^ for said umy and State, personally appeared t ( 1 (' O A 1 Ui-d IL and .1 1 . to me well known as the persons who executed the foregoing document, and who stated and ac1,owIedged that they are the �.--1<` .C and of Braig Enterprises, Inc., an Arkansas corporation, and are duly authorized in their respective capacities 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 T -i tgg�y���/� MY COMMISSION EXPIRES: Notary Public Project No.97e22 rFILED FOR RECORD Put otaParcal Right of.C9a97.0 W;y•J6 ROU. u 20 Tr,« No. 2 3 36 WARRANTY HUSBAND AND DEED WASH INGTON CO AR (With Relinquistunern 9f Curtesy and Dower) K. HARNESS USE IT KNOWN BY THESE PRESENTS: THAT WE, Donal Heckathom and Janet Heckathorn, husband and wile, hereinafter called GRANTORS. 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: Part of Lots Three (3) and Four (4) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex - Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at a point that Is North 8/05' 25West 5.00 feet from the Northeast comer of said platted Lot 3; said point being located on the existing centerline of Poplar Street; thence South 02 19' 3T West 25.00 feet; thence North 87 05' 25' West 85.28 feet; thence South 85 42' 15' West 38.52 feet to a point in said Lot 4 that is 5.00 feet West of the East boundary of said Lot 4; thence North 02 54' 38' East 30.10 feet; thence South Be 42' 46' East 40.44 feet; thence South 87 05' 25' East 82.81 feet to the Point of Beginning. 'I. It is the intention of this deed to convey both the present Poplar Street right of way and an additional ." J area of 327 square feet, more or less, adjacent to said present right of way. The bearings for this description are based on the City of Fayetteville Global Positioning Satellite I. System, which may vary from the bearing system previously used in describing the subject property. 11 TO HAVE AND TO HOLD the said lands and appurtenances thereunto 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. I. And we, the respective Grantors, hereby release and relinquish unto the said Grantee our respective rights of dower/curtesy and homestead in and to said lands. WITNESS the execution hereof n this d— day of 1998_ ona Heeka �`�ca.e 'Jr u d..irrJ tho Janet�n S{ ACKNOWLEDGMENT T�Ji 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 Donal Heckathorn, a/k/a Don L Heckathorn, a/k/a Donald Heckathorn and Janet Heckathom, a/k/a Janet Sue Heckathorn, a/k/a Janet S. Heckathorn, husband and wife, to me well known as the persons who executed the foregoing document, and who stated and acknowledged J 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 11 day of hl)c� I -j— 1998. '� Notary Public MY COMMISSION ���1,�� EXPIRES: ,� Will(m H (`rv4 1 f Public 98071562 Sebastian County, Arkansas k My Commission Expires 7/28/2002 .. Pr - Na97023 FILED FOR RECORD Peplsrstmt Right of Wry :.. . i PuctNo 3 O9'9gaae '98 RUG 20 PIS 3 36 P No. WARRANTY DEED WASHINGTON CO AR BE IT KNOWN BY THESE PRESENTS: K• HARNESS THAT WE, David S. Bershof and Joan Simon Rubenstein, hereinafter called GRANTORS, for and in consideration of the sum of One Dollar ($1.00) rand 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: Part of Lots Two (2) and Three (3) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex- Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at a point that is North 87 05' 25West 5.00 feet from the Northeast corner of said platted Lot 2; said point being located on the existing centerline of Poplar Street; thence South 02 19' 03' West 35.00 feet; thence North 87 05' 25' West 95.00 feet; thence North 02 19' 03' East 10.00 feet; thence North 8f 05' 25' West 31.72 feet to a point In said Lot 3 that is 5.00 feet West of the East boundary of said Lot 3; thence North 02 19' 3T East 25.00 feet; thence South 87 05' 25' East 126.72 feet; to the Point of Beginning. It is the intention of this deed to convey both the present Poplar Street right of way and an additional '.J area of 1,584 square feet, more or less, adjacent to said present right of way. TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and I i 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 of Ariu,ic71 1998. DaviS7 Wdan &mon Rubenstein l ACKNOWLEDGMENT STATE OF 012forkc%: ) - ss. COUNTY OFJ_rnt/d.'� ) UJ 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 S. Bershof, 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 day of of .Sf 1998. Ndtaiy Fub�ic •. • MY COMMISSION EXPIRES: 1 / /9 I. o WARRANTY DEED Bershof & Rubenstein Page 2 of 2 ACKNOWLEDGMENT STATE OF C n/ora do ss. COUNTY OF [n Ur'/ 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 Joan Simon Rubenstein, to me well known as the person who executed the foregoing document, and who stated and acknowledged that she 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 �e day of HL a (14 1998. MY COMMISSION EXPIRES: •'t- '.. o 98071564 '1 I I ii I] Ptoj.Ct M. 97023 Project Poplar SIrMI ptal No. 765e94W000 Tract No. 3 DRAINAGE EASEMENT BE IT KNOWN BY THESE PRESENTS: FILED FOR RECORD '9B RUG 20 PPI 3 36 WASHINGTON CO AR K. HARNESS THAT WE, David S. Bershof and Joan Simon Rubenstein, 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, 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 excavate, construct, maintain, repair and/or replace an earthen retaining levy, drainage tile area, open ditch, concrete channel and/or concrete inlet box on. over, and through the following described land situated in the County of Washington, State of Arkansas, to -wit The West 121.72 feet of Lot 2, East 5 feet of Lot 3. Block 8, Parkers Valley View Addition, Fayetteville, Arkansas, having an address of 523 West Poplar Street, Fayetteville, Arkansas 72701. LESS AND EXCEPT: Part of Lots Two (2) and Three (3) of Block Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County. Arkansas, more particularly described as follows: Beginning at a point that is North 87 05' 25' West 5.00 feet from the Northeast comer of said platted Lot 2; said point being located on the existing centerline of Poplar Street; thence South 02 19' 03' West 35.00 feet; thence North 87' 05' 25' West 95.00 feet; thence North 02 19' 03East 10.00 feet; thence North 87 05' 25' West 31.72 feet to a point in said Lot 3 that is 5.00 feet West of the East boundary of said Lot 3; thence North 02 19' 3T East 25.00 feet; thence South 8/05' 25' East 126.72 feet; to the Point of Beginning. It is the intention of the above to convey both the present Poplar Street right of way and an additional area of 1.584 square feet, more or less, adjacent to said present right of way. PERMANENT EASEMENT DESCRIPTION: Commencing at a point that is North 87 05' 25' West 5.00 feet from the Northeast comer of said platted Lot 2; thence South 02 19' 03' West 35.0 feet, to the point of beginning, said point also being on the new south right of way line of Poplar Street; thence continuing South 02 19' o3' West 10.0 feet; thence North 87' 05' 25' West 10.0 feet; thence North 02 19' 03' East 10.0 feet; thence South 87 05' 25' East 10.0 feet to the Point of Beginning, containing 100 square feet, more or less. TEMPORARY CONSTRUCTION AND GRADING ASEMENT DESCRIPTION: Commencing at a point that is North 87' 05' 25' West 5.00 feet from the Northeast comer of said platted Lot 2; thence South 02 19' 03' West 45.0 feet, to the point or beginning; thence continuing South 02 19' 03' West 50.0 feet; thence North 87 05' 25' West 5.0 feet; thence North 03 23' 13' West 50.3 feet; thence South 87 05' 25' East 10.0 feet, to the Point of Beginning, containing 375 square feet, 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. I� It is expressly understood that this temporary construction and grading easement shall exclude any permanent structure presently located within the above described temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, 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 pay any damages which may arise to growing crops or fences from the above described construction, maintenance and operation as determined by three disinterested persons. One of whom shall be appointed by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. The Grantor agrees not to erect any buildings or structures in said permanent easement other than fences and said fences shall not exceed six (6) feet In height ' The Grantee shall have the right to construct additional drainage structures within the above described permanent 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. 98071565 • '. I: Ii' 11 I, • DRAINAGE EASEMENT Bershof & Rubenstein 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 day of T 1998. Li J3 David S. Bershof moan Simon Rubenstein ACKNOWLEDGMENT STATE OF c o/ar zow COUNTY OF n .•u er ) 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 S. Bershof, 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 sea[ on this 6 day of 4115 74 1998. I. MY COMMISSION EXPIRES: oa ACKNOWLEDGMENT STATE OF cod%C4. dJ ) ss. COUNTY OF De✓e/ ) n ) ; " FV� C... t. 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 Joan Simon Rubenstein, to me well known as the person who executed the foregoing document, and who stated and acknowledged that she 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 0 day of .Qa a/r t A 1998 MY COMMISSION EXPIRES: Proect No. 97023 . Project: Poplar Street Ynproramants .. Parcel No. 76509496000 'Tract No. 3 : TEMPORARY CONSTRUCTION AND GRADING EASEMENT ■ ' BE IT KNOWN BY THESE PRESENTS: ■ J THAT WE. David S. Bershof and Joan Simon Rubenstein, 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, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a temporary construction and grading easement on, over, and through the following described land situated in the County of Washington. State of Arkansas, for the sole purposes necessary for roadway improvements, to -wit: UPROPERTY DESCRIPTION: The West 121.72 feet of Lot 2, East 5 feet of Lot 3, Block 8. Parkers Valley View Addition, Fayetteville, Arkansas, having an address of 523 West Poplar Street, Fayetteville, Arkansas 72701. LESS AND EXCEPT: Part of Lots Two (2) and Three (3) of 81ock Eight (8) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file In Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex-Officlo Recorder of Washington County. Arkansas, more particularly described as follows: Beginning at a point that Is North Sr 05' 25West 5.00 feet from the Northeast comer of said platted Lot 2; said point being located on the existing centerline of Poplar Street; thence South 02 19' 03' West 35.00 feet; thence North 87 05' 25' West 95.00 feet; ' thence North 02 19' 03' East 10.00 feet; thence North 87 05' 25' West 31.72 feet to a point in j said Lot 3 that is 5.00 feet West of the East boundary of said Lot 3; thence North 02 19' 3r East 25.00 feet; thence South 87 05' 25' East 126.72 feet; to the Point of Beginning, containing 4.118 square feet, more or less. The above described LESS AND EXCEPT was conveyed to the City of Fayetteville, as road right of way, under separate deed. In that deed, it was the intention to convey I ..'both the present Poplar Street right of way and an additional area of 1.584 square feet, more or less, adjacent to said present right of way. TEMPORARY PQNSTBJJCT1PN AND GRADING , A temporary construction and grading easement ten (10) feet in width and seventy (70) feet in length across the above described property, being parallel with and contiguous to the South side of the above described LESS AND EXCEPT portion and being more particularly described as follows: Commencing at a point which is North 87 05' 25' West 5.0 feet from the Northeast ■'1 comer of said platted Lot 2; thence South 02 19' 03' West 35.0 feet, to the point of beginning, said point also being on the new south right of way line of Poplar Street; thence with said south right of way line, North 87 05' 25' West 70.0 feet; thence South 02' 19' 03' West 10.0 feet; - thence South Sr 05' 25' East 70.0 feet; thence North 02 19' 03" East 10.0 feet, to the Point of Beginning, containing 700 square feet, 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 the same unto the said Grantee, its successors and assigns, together with free Ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove 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 r respective heirs, legal representatives, successors and assigns of the parties hereto. U 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. �JWETNESS the execution hereof on this day of i r �i- Gy J 19_7? David S. Barshof J Simon Rubenstein U. Ii 11 TEMPORARY CONSTRUCTION & GRADING EASEMENT Bershof & Rubenstein Page 2 of 2 ACKNOWLEDGMENT STATE OF (nlnra flu StCOUNTY OF /irnrier^ .... . 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 S. Bershof, 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 conssideration, uses and purposes therein mentioned and set forth WITNESS my hand and seal on this '3R' day of i r!3 ___ 1999. MY COMMISSION EXPIRES: _•• nom! .sI . ' • . � f ACKNOWLEDGMENT STATE OF T U_St tr_irin 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 Joan Simon Rubenstein, to me well known as the person who executed the foregoing document, and who stated and acknowledged that she had 5o•siaiRd,...� executed and delivered said instrument for the consideration, uses and purposes therein mentioned ald sf;t forth. WITNESS hand and seal on this RO <' � .• r •• my 3L) day day of Fe+hina rd 19 % ° i- t. i L. • nV O 1 n v MY COMMISSION EXPIRES: votary Public . `c/: f ,.•� lt6 'z lysy I:; Ii 1:17 1 • Proj.et No. 97023 Poplar street Right of Way Puce) No. 765.09458.000 Tract No. 6 WARRANTY DEED CORPORATION BE IT KNOWN BY THESE PRESENTS: THAT Ozark News Agency, Inc., a 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, 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: FILED FOR RECORD 98 Scp 8 pij 2 43 r: S ln'GToi{ C0 AR K. H4R(:ESS Part of Lot Three (3) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file In Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Es -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Northwest comer of said platted Lot 3, said point being located on the centerline of said Poplar Street; thence along said centerline of Poplar Street South 8/05' 25' East 126.72 feet to the Northeast comer • of said Lot 3; thence along the East boundary of said Lot 3 South 02 14' 20" West 25.00 feet; thence North 87 05' 25West 126.72 feet to the West boundary of said Lot 3; thence along said West -�- boundary North 02 14' 20' East 25.00 feet to the Point of Beginning. It is the Intention of this deed to convey both the present Street right of way and an additional area of 634 square feet, more or less, adjacent to said present right of way. TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and 'i Grantee's successors and assigns, forever. And the said Grantor, hereby covenants that it is lawfully seized of said lands and premises; that the same is unencumbered, and that the Grantor will forever warrant and defend the title to the said lands against all legal claims whatever. WITNESS the execution hereof on this I day of 1998. Ozark News Agency, Inc. 1J BY: 1< (1 k TATE(P at lease 1111 g. i�P ( print qpg NanSa..... ue) I Q u- • (Please 'nt or type Name and Title) _ '- \: (Seal >'.... ..• o ,3' ACKNOWLEDGMENT TEXAS J STATE OF .� ) NUECES ) 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 and to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the and of the Ozark News Agency, Inc., a corporation, and are duly authorized in their respective capacities 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 nJ 1998, 1] Id MY COMMISSION EXPIRES: 'apnl alawa w4.aar.tr:rtmw t 98077592 - Prai.ct No. 97023 Pr... z. Poplar Srr..t .nprtw.matt. Pt l No. 7eSOea58.00D tract Nn e l TEMPORARY CONSTRUCTION AND GRADING EASEMENT BE IT KNOWN BY THESE PRESENTS: ' I THAT Ozark News Agency, Inc., a corporation, hereinafter called GRANTOR. for and in consideration of the sum of One Dollar ($1.00) and otheron,receiptcfl is e acknowledged, do hereby GRANT, SELL and good untobthe CityofFayetteville. Arkansas. of ta municipal p • corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, a temporary construction and grading easement on, over, and through the following described land situated in the County of Washington, State of Arkansas, for the sole purposes necessary for roadway improvements, to -wit PROPERTY DESCRIPTION: • Lot 3. Block 7 in Parker's Revised Plat of Valley View Addition to the City of Fayetteville, as designated upon the recorded plat of said Addition on file in the Office of the Circuit Clerk and Ex- • Officio Recorder of Washington County. Arkansas. • LESS AND EXCEPT: Part of Lot Three (3) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file In Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Er -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Northwest corner of said platted Lot 3, said point being located on the centerline of said Poplar Street; thence along said centerline of Poplar Street South 87' 05' 25East 126.72 feet to the Northeast comer of said Lot 3; thence along the East boundary of said Lot 3 South 02 14. 20' West 25.00 feet; thence North 87 05' 25' West 126.72 feet to the West boundary of said Lot 3; thence along said West boundary North 02 14' 20' East 25.00 feet to the Point of Beginning, containing 3,168 square feet, more or less. The above described LESS AND EXCEPT was conveyed to the City of Fayetteville, as road right of way, under separate deed. In that deed, it was the Intention to convey both the present Poplar Street right of way and an additional 634 square feet, more or less, adjacent to said present right of way. TEMPORARY QONSllUCT N ANDRADINp EASgME7TDESCRIPTION: A ten (10) foot by fifteen (15) foot temporary construction and grading easement, being parallel with and contiguous to the South side of the above described LESS AND EXCEPT and being more particularly described as follows: Commencing at the Northeast comer of said platted Lot 3; thence South 02 14' 20' West 25.0 feet, to a point on the new south right of way line of Poplar Street; thence with said south right of way line, North 87 05' 25' West 30.0 feet, to the point of __ beginning; thence South 02 14' 202 West 10.0 feet; thence North 87 05' 25' West 15.0 feet; thence North 02 14' 20' East 10.0 feet; thence South 87 05' 25' East 15.0 feet, to the Point of Beginning, containing 150 square feet, 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 I _ hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, I 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 the same unto the said Grantee, its successors and assigns, together with free Ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set frtft 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. I� 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. WITNESS the execution hereof on this day of 1s 49 OZARK NEWS AGENCY, INC. BY: ' ATTEST: [Plea ins or type Nane and Title) .. • 4'///(Please print or type Name and Titlej [SEAL] i ,. - TEMPORARY CONSTRUCTION AND GRADING EASEMENT Ozark News Agency, Inc Page 2 of 2 ACKNOWLEDGMENT STATE OF Te..xc S ss. COUNTY OF Nt ra. BE IT REMEMBERED, that on this date, before the undersigp9d, a duly commissioned and acting Notary Public within and for said County and State. personally appeared R. Kerr' and tx It. \. I A n+o,,,_ 11 to me well known as the personsbo executed the foregoing document, and who stated and acknowledged that they are the V:cc Prcts;Jc.r 4 and Mo..e4ai of the Ozark News Agency. Inc., a corporation, and are duly authorized In their respective capacities 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 /J r' 1 ggg_ e !cvl c 4ota2r�YIP—ublic MY COMMISSION EXPIRES: /1-3-O/ ivy I_I I September 28, 1998 W.' Richard W. Pool, Sr., Jeffrey Lynn Cannon, Randall Craig Cannon, & Tamara Lea Cannon Cummings i, P.O. Box 4213 •I'' Fayetteville, AR 72702 RE: Poplar Street Improvements Job No. 97023 l• Tract No. 7 ii Side Letter :Dear Mr. Pool, Mr. Cannon, Mr. Cannon, and Ms. Cummings: �� After our meeting of September 2nd, 1998, the City has reviewed the circumstances relative to the drainage area across the south portion of your property on Poplar Street and the other ares of request or concern which you raised. The following outlines our conclusions at this point in time: ■ 1. The City has agreed not to excavate and modify the total ditch area across this property. An area, approximately 25 feet by about 25 feet, in front of the drop inlet will require excavation to insure that the storm water gets into such inlet. Additionally, it is the opinion of the City, and our consulting engineers, that the North embankment is inadequate to channel all of the storm water from a heavy Ii rain into the drop inlet that is to be installed. Accordingly, we would like to construct an additional six inch berm on the high point of the North embankment. This berm will have a 6:1 slope on both sides such that vehicles or mowing equipment will not have a problem and extend across the property. Dirt for the berm will be imported. The South embankment and the main • channel will not be modified, except as noted above. We do not propose to modify the Temporary Construction Easement that has been presented to you. 2. So as to maximize the remainder of your concrete parking area, the City will replace the concrete to the South side of the new sidewalk. 3. The City will compensate you for the anticipated cost of a water tap and sewer tap for Lot # 1, Block 7 of Parker's Plat of Valley View Acres. These taps are to be made within the next three months and are to be located approximately half '� way across Lot # 1. You will need to come to the City Engineering Department and fill out a Service Connection Order for each of these taps. You should confer with Donald Bunn to obtain a waiver on the requirement for a licensed ,)plumber. The City will stub -out the sanitary sewer connection to a point South ; of the anticipated construction and located South of the man -hole that is currently in the street. i ii Pool, Cannon, Cummings Side Letter Page 2 The offer made in our letter of July 1, 1998 has been supplemented by $2000.00 to cover the cost of water/sewer taps. The enclosed Offer Letter, dated September 25, 1998 lists the items of compensation as being: $1,330.00 for the acquisition of road right of way (1330 ft2), $590.00 for the conveyance of rights associated with the Permanent Drainage Easement (3,934 ft2), and $565.00 as rental of the lands associated with the Temporary Construction Easement (7,031 ft2) and $2,000.00 for the anticipated taps, making a total of $4,485.00. �1 Should you elect to accept this offer, the Warranty Deeds and the Drainage Easements !J contained with our July 1, 1998 letter should be executed by all parties with current ownership interest in the particular property. (There are separate documents drawn up —each for one-half interest.) The documents should be notarized and returned to the City of Fayetteville. Mr. Bill Cook or a City Land Agent will be pleased to witness and notarize the execution of the documents if you will advise our office accordingly. Upon receipt of these documents, a I) checks will be requested and you will be paid the amount indicated in the attached offer letter. One check will be requested for Mr. Pool for one-half the total amount, and another check will be requested for the other one-half interest, including.all parties. Please provide us with a Tax Identification Numbers (Corporation) or Social Security Numbers so that checks can be written. Vendor Forms are provided for this purpose. Where a check is provided for more than a single party, only one Social Security number is required. Bill Cook and/or a City Land Agent will be glad to meet with you at your convenience and discuss all phases of this project and the associated documents. Please contact Ed Connell at (501) 4443415, Jill Goddard at 444-3407 or I can be reached at 575-8206. Sincerely yours, I • Donald R. Bunn City Engineer DRB/jsg Attachments I I I ,, PfgM NM 9= - Project: Poplar Stint Ripht of Way Parpl No. 76509,87-000 r..a Na7 WARRANTY DEED CO T ; a -r m 9 m BE IT KNOWN BY THESE PRESENTS: x z r T " 1n n n s o THAT I, Richard W. Pool, Sr., hereinafter called GRANTOR, for and in= o _ y consideration of the sum of One Dollar ($1.00) and other good and valuable rmi, C 3 rtt cC consideration, the receipt of which is hereby acknowledged, do hereby grant, m o a • bargain, sell and convey unto the City of Fayetteville. Arkansas, a municipal w corporation, hereinafter tailed GRANTEE, and unto Grantee's successors and assigns, the following described land situated in the County of Washington, State of Arkansas, to -wit: ' _ _ An undivided one -halt (y6) interest In: Part of Lots One (1) and Two (2) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of . • said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex - Officio Recorder of Washington County, Arkansas. more particularly described as follows: Beginning at the Northwest corner of said platted Lot 2, said point being located on the centerline of Poplar IStreet; thence along said centerline of Poplar Street South 87 05' 25' East 262.91 feet; thence continuing along said centerline South 70 26' 39' East 9.59 feet to the Northeast corner of said Lot . 1, said point being located on the West boundary of the existing railroad right of way; thence along said West boundary of the railroad right of way which is also the East boundary of said Lot 1, South 18 55' 18' West 25.00 feet; thence North 70 26' 39West 6.19 feet; thence North 87 05' 25' West 258.98 feet to the West boundary of said Lot 2; thence along said West boundary North 02 14' 20- East 25.00 feet to the Point of Beginning. It is the intention of this deed to convey both the present Street right of way and an additional area of 1,330 square feet, more or less, adjacent to said present rights of way. - TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. And the said Grantor, hereby covenants that it is lawfully seized of said 1 'lands and premises; that the same Is unencumbered, and that the Grantor will forever warrant and defend the title to the said lands against all legal claims whatever. . 1� WITNESS the execution hereof on this .S day of , 1998. IIRichard W. Pool, Sr. Il 11NA (Spouse) ' TTTJJJ ACKNOWLEDGMENT STATE OF ARKANSAS ) 1JCOUNN OF WASHINGTON ) BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Public ,,s'it,hin and f r said County and State, personally appeared Richard W. Pool, Sr., a/k/a Richard W. Pool, and _ 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. It WITNESS my hand and seal on this _a.__ day of 1998. - Notary Public MY COMMISSION EXPIRES: . SFr b8AL OFFICIAL STAL �� JUDY A. WARD NOTARY PUaLIC•F,'1KMISAS 990037121� v 4SHINGTCt� COUNTY _ my COM•_ a-?r•I `: MI ES 0 _ -' ' .-„' ��O LI .IL' - .. , 07 1 1T] Pralwt No. 97023 Prajnt Poplar Sv«t Right of Way Parcel No. 765.09487.000 Tract No.7 WARRANTY DEED BE IT KNOWN BY THESE PRESENTS: THAT I, Jeffrey Lynn Cannon, Randall Craig Cannon, and Tamara Lea Cannon Cummings. as Tenants in Common, 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: An undivided one-half (s4) Interest in: s 0 0 0 C-, F. Part of Lots One (1) and Two (2) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex- - Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Northwest comer of said platted Lot 2. said point being located on the centerline of Poplar Street; thence along said centerline of Poplar Street South 8i 05' 25' East 262.91 feet; thence continuing along said centerline South 70 26' 39' East 9.59 feet to the Northeast comer of said Lot 1, said point being located on the West boundary of the existing railroad right of way; thence along said West boundary of the railroad right of way which is also the East boundary of said Lot 1, South 18 55' I. 18' West 25.00 feet; thence North 70 26' 39' West 6.19 feet; thence North 87 05' 25' West 258.98 1 feet to the West boundary of said Lot 2; thence along said West boundary North 02 14' 20East 25.00 feet to the Point of Beginning. I] - Ii it Y r m 0 0 rn m 0 0 0 It is the intention of this deed to convey both the present Street right of way and an additional area of 1,330 square feet, more or less, adjacent to said present rights of way. TO HAVE AND TO HOLD the said lands and appurtenances thereunto belonging unto the said Grantee and Grantee's successors and assigns, forever. And the said Grantor. hereby covenants that it is lawfully seized of said lands and premises; that the same is unencumbered, and that the Grantor will forever warrant and defend the title to the said lands against all legal claims whatever. WITNESS the execution hereof on this 7€ day of t t EMT,t")Q 1998. (Spouse) M1 . (Spouse) (Spouse) ACKNOWLEDGMENT STATE OF ARKANSAS 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, personalty appeared Jeffrey Lynn Cannon and NIP. 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 Z L"Mday of L-,.,.,,{•.- _-c' 1888 .�- MV COMMISSION EXPIRES: ... Notary Public 7./.gip'/•: •: .[:. .i.. __. ] tc"li'1L'�:J 99003710 WARRANTY DEED • `-' Cannon, Cannon, & Cummings Page 2 of 2 'n----- ACKNOWLEDGMENT STATE OF /Ie,C1111S.IS ) as. COUNTY OF Ptatcs/l1 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 Randall Craig Cannon and 1)II?I`e: S. C9h5Af1 1 , to me well known as the person(s) who executed the foregoing document, and who stated and acknowledged that • I he/they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned. and set forth. AA ^ WITNESS my hand end seal on this 7 day of �..e r' p�.•c.�r,r.Pi1 1998. ,i.J NotaryPublic MY COMMISSION EXPIRES: Z .— e- "der:, i!Cirt?y Puu;1C t iii i_6..J� County of hdctki. Scar oJrlrknn as My Commission Expires Feb. 1, 2COF 1_ ACKNOWLEDGMENT 'STATE OF 4fc/1a!S4S ) COUNTY OF pt1LASK/ I ss. IBE 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 Tamara Lea Cannon Cummings and 9 EVcrJ &.Caslfl/Axi .J to me well known as the person(s) who executed the foregoing document, and who stated and . acknowledged that she/they had so signed, executed and delivered said Instrument for the consideration, uses and purposes therein mentioned and set forth. WRNESS 1 my hand and seal on this .7 T µ n .. J/ 29 ay daY of .CQ.z, n_.�_ �[�A .11998. Notary Public MY COMMISSION EXPIRES: •..•• •?:G 1, SuJl iiy C::a:.: :on Gam,,. < 99003711 it Project No. 97023 FILED FOR RECORD PPa w`-P°°7assstr—t ao 99 JAPI 1 4 Af7 10 32 • Tnet NM 7 DRAINAGE EASEMENTWASHINC AR K. HARNESS BE IT KNOWN BY THESE PRESENTS: THAT I, Richard W. Pool. Sr-, 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, SELL and CONVEY unto the City of Fayetteville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, an undivided one-half (4) interest in a permanent easement and a temporary construction and grading easement to excavate, construct, maintain, repair and/or replace an earthen retaining levy, drainage tile area, open ditch, concrete channel and/or concrete inlet box on, over, and through the following described land situated in the County of Washington. State of Arkansas, to -wit: PROPERTY DESCRIPTION: Lots Numbered One (1) and Two (2) in Block Numbered Seven (7) of Parker's Plat of Valley View Acres, an addition to the City of Fayetteville, Arkansas, as shown upon the recorded plat thereof on file in the office of the Circuit Clerk and Ex -Officio Recorder of Washington County. Arkansas. Subject to a ten year lease concerning certain boundary lines with Ozark News Agency, Inc. LESS AND EXCEPT: Part of Lots One (1) and Two (2) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Northwest corner of said platted Lot 2, said point being located on the centerline of Poplar Street; thence along said centerline of Poplar Street South 8Y 05' 25' East 262.91 feet; thence continuing along said centerline South 70 26' 39' East 9.59 feet to the Northeast comer of said Lot 1, said point being located on the West boundary of the existing railroad right of way, thence along said West boundary of the railroad right of way which is also the East boundary of said Lot 1, South 18 55' 18' West 25.00 feet; thence North 70 26' 39' West 6.19 feet; thence North 87 05' 25West 258.98 feet to the West boundary of said Lot 2: thence along said West boundary North 02 14' 20' East 25.00 feet to the Point of Beginning. It is the intention of the above to convey both the present Street right of way and an additional area of 1,330 square feet, more or less, adjacent to said present rights of way. . Beginning at the point of intersection of the Grantor's west property line and the new south right of way line of Poplar Street; thence South 87 05' 25' East 15.00 feet; thence South 02 14. 20' West 262.28 feet; thence North 87' 05' 25' West 15.00 feet, to the Grantor's west property line; thence with said west property line North 02 14' 20' East 262.28 feet, to the Point of Beginning, containing I3,934 square feet (0.09 acre), more or less. TEMPORARY CONSTRUCTION AND G9ADINS EASEMENT D RIPTION: Commencing at the point of intersection of the Grantor's west property line and the new south right of way line of Poplar Street; thence with said west property line South 02 14' 20' West 255.04 feet, to the point of beginning; thence South 87 27. 24' East 184.26 feet; thence South 25 15' 35' West 43.36 feet; thence North 8127' 24- West 167.30 feet; thence North 02 14' 20" East 40.0 feet, to the Point of Beginning, containing 7,031 square feet (0.16 acre), 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 this temporary construction and grading easement shall exclude any 'permanent structure presently located within the above described temporary construction and grading easement area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, 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 hereoy agrees to pay any damages which may arise to growing crops or fences from the above described construction, maintenance and operation as determined by three disinterested persons. One of whom shall be appointed by the said Grantor, one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. • The Grantor agrees not to erect any buildings or structures In said permanent easement other than fences , and said fences shall not exceed six (6) feet in height 99003713 .J •..i-q-tL-3o �Gl Ii I] - DRAINAGE EASEMENT Richard W. Pool, Sr. Page 2 of 2 The Grantee shall have the right to construct additional drainage structures within the above described permanent 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 parry 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 of Richard W. Pool, r. I, N (Spouse) I] I. I 1 I 1 ACKNOWLEDGMENT STATE OF ARKANSAS ss. COUNTY OF WASHINGTON ) BE IT REMEMBERED, that on this date, before the undersigned, a duly commissioned and acting Notary Publi within and for,�aid County and State, personally appeared Richard W. Pool. Sr., a/k/a Richard W. Pool and ,4qyIf lie. CE. 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 _.I —day of D /e7l/j,„ LJ 1998. rotary Public MY COMMISSION EXPIRES: /-/f-O3 ccncsAl #s JUDY A. WARD NOTARY PU8LIGARKANSA,S f-ASi1INGTON COUNTY l.IY COlAi.: c_x =xamES W-ia2Dt'3 99003714 ' Pr*W No. 97021 .. r(LFD Fp Parcel Noo..7asoM7.0W 99 R C017D Tract No. 7 dajy Qm I DRAINAGE EASEMENT WASHIinc Illl 32 Tph. pp BE IT KNOWN BY THESE PRESENTS: K HARflESS AR THAT WE. Jeffrey Lynn Cannon, Randall Craig Cannon, and Tamara Lea Cannon Cummings, as Tenants in Common, 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, SELL and CONVEY unto the City of Fayeneville, Arkansas, a municipal corporation, hereinafter called GRANTEE, and unto Grantee's successors and assigns, an undivided one-half (34) Interest In a permanent easement and a temporary construction and grading easement to excavate, construct, maintain, repair and/or replace an earthen retaining levy, drainage tile area, open ditch, concrete channel and/or concrete Inlet box on, over, and through the following described land situated in the County of Washington. State of Arkansas, to -wit: ,� PROPERTY DESCRIPTION: " Lots Numbered One (1) and Two (2) in Block Numbered Seven (7) of Parker's Plat of Valley View . Acres, an addition to the City of Fayetteville, Arkansas, as shown upon the recorded plat thereof on file in the office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. Subject to a ten year lease concerning certain boundary lines with Ozark News Agency, Inc. 1 1 LESS AND EXCEPT: Part of Lots One (1) and Two (2) of Block Seven (7) of Parker's Plat of Valley View Acres as per plat of said Subdivision on file in Book 5 at Page 73 of the records of the Office ' ' of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas, more particularly described as follows: Beginning at the Northwest corner of said platted Lot 2, said point being located on the centerline of Poplar Street; thence along said centerline of Poplar Street South 87 05' 25' East 262.91 feet; thence continuing along said centerline South 70 26' 39' East 9.59 feet to the Northeast corner of said Lot 1, said point being located on the West boundary of the existing I railroad right of way; thence along said West boundary of the railroad right of way which Is also the - . East boundary of said Lot 1, South 18' 55' 18" West 25.00 feet; thence North 70 26' 39' West 6.19 feet; thence North 87 05' 25' West 258.98 feet to the West boundary of said Lot 2; thence along said West boundary North 02' 14' 20' East 25.00 feet to the Point of Beginning. It is the intention of the above to convey both the present Street right of way and an additional area of 1,330 square feet, more or less, adjacent to said present rights of way. •PERMANENT EASEMENT D SCRIPTION: • Beginning at the point of intersection of the Grantor's west property line and the new south right of way line of Poplar Street; thence South 87 05W 25' East 15.00 feet; thence South 02 14' 20West 262.28 feet; thence North 87' 05' 25' West 15.00 feet, to the Grantor's west property line; thence - I with said west property line North 02 14' 20' East 262.28 feet, to the Point of Beginning, containing 3.934 square feet (0.09 acre), more or less. TEMPORARY CONSTRUCTION AND GnADING EASEMENT DESCRIPTION: " • Commencing at the point of intersection of the Grantor's west property line and the new south right of way line of Poplar Street; thence with said west property line South 02 14' 20' West 255.04 feet, to the point of beginning; thence South 87 27' 24' East 184.26 feet; thence South 25' 15' 35' West 43.36 feet; thence North 87 27' 24' West 167.30 feet; thence North 02 14' 20' East 40.0 feet, to the Point of Beginning, containing 7.031 square feet (0.16 acre), more or less, together with the rights, easements, and privileges in or to said lands which may be required for the full enjoyment . t - of the rights herein granted. ■ f This temporary construction and grading easement as conditioned above, shall terminate when the - - . 'r J hereinabove referenced project has been completed by the contractor and accepted by the City of Fayetteville, Arkansas. _ . IIt is expressly understood that this temporary construction and grading easement shall exclude any permanent structure presently located within the above described temporary construction and grading easement area. I TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, 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 I to the said Grantee, which hereby agrees to pay any damages which may arise to growing crops or fences from the above described construction, maintenance and operation as determined by three disinterested persons. One of __r whom shall be appointed by the said Grantor, one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. IjLI- 16- -GT 99(303715 I ' DRAINAGE EASEMENT Cannon, Cannon & Cummings Page 2 of S 11 The Grantor agrees not to erect any buildings or structures in said permanent easement other than fences and said fences shall not exceed six (6) feet in height •"") The Grantee shall have the right to construct additional drainage structures within the above described permanent 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 I� 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 LE day of ac&Mzp'i; 1998. - Jeftr4Yty4i Cainon (Spoutse) Randall Craig Can n (Spouse) amara Lea Cannon Cummings Spouse) �L� b t'--�-�9 Ij ACKNOWLEDGMENT STATE OF ARKANSAS S 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 Jeffrey Lynn Cannon and _N /A 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 rriy hand and seal on this Z Q T M day of t.•• . U —t V 1999. . IFT 7i p Q y V'tr'r4 k %Y1 �Ku �) tTRGc�d�zra/ I 'EXPIRES: 'ti r Notary Public ON . Y_371i'�lil Jd: _^.y FL:J.' , t C1k iy} ion Expires Feb. 1, 2.;01 Ii i. .v: h...'Y..b �' I 99003716 Ii DRAINAGE EASEMENT Cannon, Cannon & Cummings Page 3 of 3 _.. ... ACKNOWLEDGMENT STATE OF li mi_SAs ) COUNTY OF V_d_ASK/ ) 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 Randall Craig Cannon and &&e S. OJN'ei ^l to me well known as Me 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 .,Z Qday of 1998 '- ..,t .. —�--6, - -- - ,.' '.' ...�. ti� Notary Public .. ISSION Ex IREc- `,:S.'Zen74c f3o:cry Public I.:. {l State ofArkansas t' mission Fxpi es Feb. 1. 2001 ACKNOWLEDGMENT STATE OF AKKANSAS I' COUNTY OF PLMSK/ ) 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 Tamara Lea Cannon Cummings and 5tEVaN E. MutAtia45 . tome well known as the person(s) who executed the foregoing document, and who stated and acknowledged that she/they had so signed, executed and delivered said instrument for the consideration, uses and purposes therein mentioned and set forth. d - IIWITNESS my hand and seal on this rri day of 1998.1. Notary Public • MY- COMtAZ1$IPN EXPIRES: Mowry Pub/k o P? r' -:a, S. -q•• cfArkrr'_s 11111 _pC`ilimhl�,'.•�ion Expires Feb. 1.100 % 99003717 1` FAYETTEVILLE _a 11 1i 11 I 4.1 Ii 1! THE CITY OF FAYETTEVIu.E. ARKANSAS February 22, 1999 Jerry D. & Sharon J. Sweetser 590 W. Poplar Fayetteville, AR 72703 RE: Dear Mr. and Mrs. Sweetser: Poplar Street Improvements Job No. 97023 Tract No. 8 (Lot #8 & 9), Blk #4 Revised Offer Letter The City of Fayetteville is planning the widening of Poplar Street between Gregg Avenue to just west of Birch Avenue. This commences where a previous widening project left off and continues the widening to Gregg Avenue/railroad right of way. Also, associated with any road project of this nature, improvements to drainage systems are also necessary. As part of this project it is necessary to obtain a drainage easement and a temporary construction and grading easement. (The specifics are shown on the attached diagram.) The temporary construction and grading easement will terminate upon completion and acceptance of the project by the City. Included is a general map of the subject area, as well as a drawing of your specific property depicting the easement areas. The existing right of way is also shown and is considered public property by prescription. Also shown is right of way previously obtained through Deed Records 1103/660 and 1406/444 (copies are attached). Since Jerry D. Sweetser, Inc. warehouse and equipment yard occupies this parcel of land, along with part of Lot #1, Block 4 of Parker's Plat of Valley View Acres, special precautions and arrangements are proposed herein which provide for the continued security of the yard and will allow for the construction of the proposed drainage system. A 7.5 foot wide permanent drainage system (concrete channel) is to be installed along the East side of Lot #9, and that portion of Lot #1 which was sold to Braig Enterprises. Currently, a chain link fence, owned by Sweetser, is located along this East line. Additionally, a 15 foot temporary construction and grading easement is required west of the permanent easement. A concrete pad (land improvement) exists just inside the secured fence area which houses construction supplies, tools and equipment and other personal property, including storage buildings. In order to implement the construction of the proposed open concrete drainage channel, it is necessary to relocate the equipment, supplies, tools and any other personal property from the areas of the above mentioned easements. Additionally, it is necessary to temporally relocate the existing chain link fencing to a point on the west side of the temporary easement, said easement as noted in the attached drawings. At the end of the project construction period, this fence, or a new fence, is to be located on the west side of the new permanent drainage easement. IJ113 WEST MOUNTAIN 72701 501-521-7700 FAX 501-575-8257 I. ii ii I1 Jerry D. Sweetser and Sharon J. Sweetser Poplar Street Improvements Revised Offer Letter Page 2 The concrete pad mentioned above, that exists in the permanent drainage easement area, is to be removed by the project construction contractor. Since this concrete will not be replaced by said contractor, the City hereby proposes to compensate you in the amount of $3,770.00 for such damages. The City of Fayetteville further proposes to compensate Jerry D. Sweetser and Sharon J. Sweetser in the amount of $10,830.00 for damages associated with (1) the relocations of equipment, supplies, tools and other personal property from the easement areas, (2) the relocation of the existing east fence to the temporary position as indicated above and (3) the establishment of a new permanent fence along the west line of the permanent easement at the end of the project. The City of Fayetteville further offers $360.00 for the conveyance of rights associated with the Permanent Drainage Easement (2,391 square feet), and $385.00 as rental of the lands associated with the Temporary Construction and Grading Easement (4,781 square feet); making the total offer amount $15,345.00 for this portion of the property under the title of Jerry D. Sweetser and Sharon J. Sweetser. Payment by the City of Fayetteville for the easement portion ($745.00) of the above amount will be made within two weeks of the receipt of the executed easement document. Payment for damages and relocation of property ($14,600.00) will be made within four weeks after approval by the Fayetteville City Council of a construction contract for implementation of City Project No. 97023. Should you elect to accept this offer, the Drainage Easement contained herein should t, be executed by all parties with current ownership interest in the particular property. The document should be notarized and returned to the City of Fayetteville. A City Land Agent will be pleased to witness and notarize the execution of the document if you will advise our office accordingly. If you make a final rejection of this offer, you do have certain legal rights which are outlined hereafter. Upon your final rejection of this offer, and if the City of Fayetteville elects to do so, a suit of condemnation may be filed and the amount that the City has determined, and offered herein, to be just compensation for the use of your property will be deposited with ' the Registry of the Circuit Court of Washington County. You may, at that time, elect to accept the amount deposited as just compensation and the amount will be paid to you thereby disposing of the condemnation suit. If you do not elect to accept the amount deposited as just compensation, then you may withdraw the amount placed on deposit without prejudice to your rights to claim additional compensation. In this event, you will be entitled to a trial by jury in the Circuit Court to determine just compensation for your lands condemned. In either event, payment of the estimated just compensation will be made available to you. I Jerry D. Sweetser and Sharon J. Sweetser Poplar Street Improvements Revised Offer Letter Page 3 I We, however, ask that you accept the offer made herein by executing the attached Drainage Easement. A reduced copy of the document is included for your records. We can provide a copy of the recorded document upon your request and at the appropriate time. II A City Land Agent will be glad to meet with you at your convenience and discuss all phases of this project and the associated documents. Please contact Ed Connell at (501) 444- 3415, Jill Goddard at 444-3407 or I can be reached at 575-8206. lu Sincerely yours, II Jim Beavers Ii City Engineer cc: William G. Sweetser, President Jerry D. Sweetser, Inc. IiJB/edc Attachments I PLEASE SIGN AND RETURN ONE ORIGINAL OF THIS LETTER TO INDICATE YOUR AGREEMENT WITH THE FOREGOING: Sharon er Jerry D. Sweet er, I c. 1j I] William G. eetser, President I.J c 11 I '1 ,) iL°J Proj.ctNo.97023 F i2 ' iic7 Proj.cl: PopW Stn.t ftrui no. 76S 94lo- t JJ 1 11;j 3� Trot No.8 (.i'1 9 5 I DRAINAGE EASEMENTr I. "^ IV ..., BE IT KNOWN BY THESE PRESENTS: THAT WE, Jerry D. Sweetser and Sharon J. Sweetser, husband and wife, hereinafter called GRANTOR. for and in consideration of the wm of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, do 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 excavate, construct, maintain, repair and/or replace an earthen retaining levy, drainage tile area, open ditch, concrete channel and/or concrete Inlet box on, over, and through the following described land situated in the County of Washington, State of Arkansas, to -wit All of Lots 8 and 9, Block 4, Parker's Plat of Valley View Acres, an Addition to the City of Fayetteville, Arkansas, as shown upon the recorded plat thereof, on file in the office of the Circuit Clerk and Ex - Officio Recorder of Washington County, Arkansas, more particularly described as follows, to -wit Beginning at the Southeast comer of Lot 9, Block 4 of the above said Addition; thence North 323.72 feet; thence South 89 43' West 181.00 feet to center of Mud Creek; thence South 41' 51' West 436.51 feet along said creek; thence North 89 43' East 472.24 feet to the point of beginning. containing 2.43 acres, more or less. LESS AND EXCEPT: Five (5) feet of equal and uniform width off the South side of the above described property, as conveyed to the City of Fayetteville through document recorded in Book 1103 at Page 660 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. LESS AND EXCEPT: Part of Lot 8. Block 4, Packer's Plat of Valley View Acres to the City of Fayetteville, Washington County, Arkansas, more particularly described as follows: Beginning at a point on the original North right of way line of Poplar Street, said point being North 8B 32' 45' West 178.23 feet from the Southeast Comer of Lot 9, Block 4, Parker's Plat of Valley View Acres, thence North 88 32' 45West 294.33 feet to the original Southwest comer of Lot 8 of said subdivision, thence North 2fi 40' 00' East 17.98 feet to the new North right of way line of Poplar Street, thence along said line South 88 53' 03' East 186.57 feet. thence South 78 42' 17' East 101.60 feet to the Point of Beginning, containing 4,069 square feet• as conveyed to the City of Fayetteville through document recorded in Book 1406 at Page 444 of the records of the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. A permanent drainage easement seven and one-half (7.5) feet of equal and uniform width running parallel with and contiguous to the East property line of the property described hereinabove. This permanent easement shall begin at the intersection of the Grantor's east property line and the new North right of way line of Poplar Street; thence North 87 05' 25' West 7.5 feet with the said new north right of way line; thence North 03 21' 50' East 318.75 feet, more or less, to the Grantor's North property line; thence South 87 05' 25' East 7.5 feet, more or less, to the Grantor's East property line; thence with said East property line South 03 21' 50' West 318.75 feet, to the Point of Beginning, containing 2,391 square feet (0.055 acre), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: 11 A temporary construction and grading easement fifteen (15) feet of equal and uniform width running parallel with and contiguous to the West line of the permanent easement described hereinabove. This temporary construction easement shall begin at the Intersection of the west line of said permanent easement and the new North right of way line of Poplar Street and thence extend North 318.75 feet, more or less, to the Grantor's North property line, containing 4,781 square feet (0.11 acre), 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 this temporary construction and grading easement shall exclude any permanent structure presently located within the above described temporary construction and grading easement I area. TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, together with tree ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. 99028189 _ DRAINAGE EASEMEEASEMENT Sweetser Page 2of2 .:. I I 1J ii 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 pay any damages which may arise to growing crops or fences from the above described construction. maintenance and operation as determined by three disinterested persons. One of whom shall be appointed by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. The Grantor agrees not to erect any buildings or structures in said permanent easement other than fences and said fences shall not exceed six (6) feet In height The Grantee shall have the right to construct additional drainage structures within the above described Permanent 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. NESS the execution hereof this the ,23 day of x[4.4 ZC,/ 1999. I Sw r J. Sweets ACKNOWLEDGMENT STATE OF ARKANSASSt 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 Jerry D. Sweetser and Sharon J. Sweetser, 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. RD WITNESS my hand and seal on this o(� day of I (L7 -G 4 7999. MY COMMISSION EXPIRES: 3-i-aoo rl`C� L.dL,vhw� Notary Public ' � !19028190 - - - _ - _ --- --- : ------ - prei�et No. Iman .. ... FILED I'.: i;_..:..J pret: Poplar Str.et lrtctN"'.o765O91BD001 '99 unit 30 rill 9 05 1 DRAINAGE EASEMENT rr •'• i{;•'. I'.I. i.. ....IrJJ BE IT KNOWN BY THESE PRESENTS: • THAT Jerry D. Sweetser, 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. 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 excavate, construct, maintain, repair and/or replace an earthen retaining levy, drainage tile .. area, open ditch, concrete channel and/or concrete Inlet box on. over, and through the following described land ' situated In the County of Washington, State of Arkansas, to-wlt: PROPERTY DESCRIPTION: Lot Numbered One (1), Block Numbered Four (4) of Parker's Plat of Valley View Acres, LESS AND EXCEPT, Beginning at the Southeast comer of said lot; thence West 106.72 feet; thence North 97 feet; thence In a Southeasterly direction to a point on the East line of said Lot 81 feet North of the point of beginning; thence 81 feet South to the point of beginning. ALSO, the South half of abandoned Elm Street lying adjacent to the north line of Lot 1, Block 4, of Parker's Plat of Valley I. jView Acres, Fayetteville, Arkansas. PERMANENT EASEMENT DESCRIPTION: ' Commencing at the intersection of the East line of Lot 9, Block 4 of Parker's Plat of Valley View Acres and the new North right of way line of Poplar Street; thence North 03 21' 50" East 318.75 feet with said east line of Lot 9 to a point on the North line of said Lot 9, said point also being the 1- point of beginning; thence North 87 05' 25" West 7.54 feet; thence North 03 21' 50' East 68.97 feet; thence North 14 54' 48" West 21.70 feet; thence North 57' 08' 45" West 85.54 feet; thence South 32 51' 15" West 5.0 feet; thence North 57 08' 45" West 29.0 feet; thence North 32 51' 15" East 30.00 feet; thence South 57 08' 45" East 29.0 feet; thence South 3151' 15" West 5.0 feet; thence South Sr 08' 45" East 90.71 feet; thence South 03' 21' 50" West 104.38 feet, to the Point of Beginning, containing 3,484 square feet (0.08 acre), more or less. TEMPORARY CONSTRUCTION AND GRADING EASEMENT DESCRIPTION: A temporary construction easement fifteen (15) feet of equal and uniform width running parallel with and contiguous to the west line of the permanent easement described hereinabove and more ' 1 particularly described as follows: Commencing at the Intersection of the East line of Lot 9, Block 4 of Parker's Plat of Valley View Acres and the new North right of way line of Poplar Street; thence Li North 03 21' 50" East 318.75 feet with said east line of Lot 9 to a point on the North line of said Lot 9; thence with said North line North Sr 05' 25" West 7.54 feet, to the point of beginning; thence � continuing with said North line North 87" 05' 25" West 15.0 feet; thence North 03 21' 50" East 66.68 feet; thence North 14 54' 48" West 13.49 feet; thence North 57 08' 45" West 64.75 feet; thence South 32 51. 15" West 5.0 feet; thence North 57 08' 45" West 44.0 feet; thence North 32' 51' 15" East 15.0 feet; thence South 57' 08' 45" East 29.0 feet; thence North 32 51. 15" East 5.0 feet; thence South 5108' 45' East 85.54 feet; thence South 1a 54. 48" East 21.70 feet; thence South 03 21' 50" West 68.97 feet, to the Point of Beginning, containing 3,031 square feet (0.07 acre), 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 this temporary construction and grading easement shall exclude any permanent structure presently located within the above described temporary construction and grading easement area. ..J - TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, together with free ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove set forth. 'I 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 pay any damages which may arise to growing crops or fences from the above described construction, maintenance and operation as determined by three disinterested persons. One of whom shall be appointed by the said Grantor; one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. •The Grantor agrees not to erect any buildings or structures In said g permanent easement other than fences and said fences shall not exceed six (6) feet in height 1J. 99028191 DRAINAGE EASEMENT Jerry D. Sweetser, Inc. Page 2of2 ,. The Grantee shall have the right to construct additional drainage structures within the above described permanent 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. riThe 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 ttt 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 � day of A;!1999. �I J . SWEETSER, INC. Jer�;41,Sideets� /��c [Please print or type Name and Tltie] Ii - ATTEST: '. ' WILLIAM G. SWFETSFR � (Please print or type Name and Title) •_ [SEAL] ACKNOWLEDGMENT IiSTATE OF ARKANSAS ) J ss. • COUNTY OF WASHINGTON ) l 1 BE IT REMEMBERED, that on this date, before the undersigned, a duly com�9tssioned and acting Notary J Public within and for said County and State, personally appeared 4, n , ,y )uic < t5� �- and to me well known as the persons who executed the foregoing document, and who stated and acknowledged that they are the CuJN f tL and of l Jerry D. Sweetser, Inc., a corporation, and are duly authorized in their respective capacities to execute the I _ 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. II WITNESS rtry hantl and seal on this dayof I' I Q r O•— 1999. ' MY COMMISSION EXPIRES: Notary Public e3'i- 0100% i ,J • 99028192 . i II tLr ta.arozl D - Poplar Str«t Imps " '' .:::... tests .,iessa505.000 's9 r;,'i 2 � � ,-1� 9 TEMPORARY CONSTRUCTION AND GRADINd...EASEMENT BE IT KNOWN BY THESE PRESENTS: THAT WE, JEY Investments, Ltd., a Texas 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, do 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 temporary construction and grading easement on, over, and through the following described land situated in the County of 'Washington, State of Arkansas, for the sole purposes necessary for roadway improvements, to -wit � PROPERTY DESC=RIPTION: I" Part of Lot Numbered Five (5), in Block Numbered Nine (9). of Parker's Plat of Valley View Acres, In the City of Fayetteville, Washington County, Arkansas, as designated upon the recorded plat J thereof, described as beginning at the Northwest corner of said lot which is the point of Intersection of the center line of Poplar Street and the center line of Leverett Street, and running thence• South with the center line of Leverett Street 144.42 feet; thence East with the South line of Lot Five (5) 180 feet; thence North 144.42 feet to the center line of Poplar Street; thence West with the center line of Poplar Street 180 feet to the point of beginning, LESS AND EXCEPT the North 20 feet of said part of Lot Five (5) dedicated for said Poplar Street, and the West 20 feet of Lot Five (5) dedicated for said Leverett Street, ALSO LESS AND EXCEPT an additional ten (10) feet of equal and uniform width off the West side of Lot Five (5) deeded to the City of Fayetteville for the widening of said Leverett Street; making the lot herein described 124.42 feet fronting on Leverett Street and 150 feet fronting on Poplar Street. I. R TEMPORARY ONsTiCTiON AND GRADING EASEMENTDESCRIPTION: A ten (10) foot wide temporary construction and grading easement across the above described property, being parallel with and contiguous to the North line and situated on the South side • thereof. This temporary construction and grading easement contains 1,500 square feet, 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. I. 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 the same unto the said Grantee, its successors and assigns, together with free Ingress to and egress from the real estate first hereinabove described for the uses and purposes hereinabove 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. WITNESS the execution hereof on this 4e, day of /f 6. 19 ___f JEY INVESTMENTS. LTD. BY: II So& tJ.Fde11J ATTEST. [Please print or type Name and Title] . ' E TNN��....Pa6 saA/- >9DmrNiam4Tiy(fJ5,5t 7*%/7 () "+ [Please print or type Name and Title] 99.28186 TEMPORARY CONSTRUCTION AND GRADING EASEMENT JEY Investments, Ltd. Page 2 of 2 te 1_ ACKNOWLEDGMENT STATE OF I T 1 ) ... COUNTY 0 ) ss. 'BE IT REMEMBERED, that on this date, before the undersigned, a duly cgmmissionpd and acting Notary '� Pu is within pd for said County and State, personally appeared riQrjGL. tL-tJ,4 ,{I and '' " "`--.d tome well known as the persons wit executed the fore9oing document, and who stated an acknowledged that they are the (7 Fr) and A.IMr.:,Ar of the JEY Investments, Ltd., 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 partnership, 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 mz hand and seal on this IM day of 19 'j ... . MY MMISSION `�fR' Notary Public Is 11. I I. 99028187 f. t FILED For, I; ._ ;D Preis No. 97t" 23 st �np PPvojsct`' W`B,r.S'v t 12 -OW o.m.ma 99 I Illij n f Trot No. 13 n 10 38 .. . 1STREET EASEMENT t H�i'jli �TOi: CO Ali / K. ,::;;-: E S S BE IT KNOWN BY THESE PRESENTS: fiTHAT WE. Kenneth John Stahman, it and Gayla L Stahman, husband and wife, hereinafter called ■)I GRANTOR, for and In consideration of the sum of One Dollar (S 1.00) and other good and valuable consideration. the receipt of which is hereby acknowledged, do 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 for the purpose of constructing, maintaining, repairing and replacing a public street, utility lines, sidewalks, and/or public drainage on, over, across, and under the following described land situated in the County of Washington. State of Arkansas, • to -wit: PROPERTY DESCRIPTION: Lot Numbered 19B, Leverett Terraces, a Townhouse Development, to the City of Fayetteville, Arkansas, as per plat thereof on file In the Office of the Circuit Clerk and Ex -Officio Recorder of Washington County, Arkansas. .... PERMANENT EASEMENT DESCRIPTION:''. IA part of Lot 196, Leverett Terraces, a Townhouse Development, to the City of Fayetteville, -1 Arkansas, being more particularly described as follows: Beginning at the Southeast corner of said Lot 19B, said point being the intersection of the North right of way line of Poplar Street and the • West right of way line of Chestnut Avenue; thence with the said North right of way of Poplar � Street, North 87' 12' 10' West 15.0 feet; thence North 47 46' 25' East 21.20 feet, to the West I right of way of Chestnut Avenue; thence with said West right of way. South 02 45' 00' West 15.0 feet, to the Point of Beginning, containing 112 square feet. more or less. -- - The bearings for this description are based on the City of Fayetteville Global Positioning Satellite System, which may vary from the bearing system previously used in describing the subject property. TEMPORARY CONSTRUCTION AND GRADING EASEMENT: is - A temporary construction and grading easement five (5) feet in width across the above described - property, being parallel with and contiguous to the Northwest side of the above described LESS AND EXCEPT portion and containing 131 square feet, more or less. together with the rights, easements, and privileges in or to said lands which may be required for the full I. 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.I. .. 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, 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 herelnbefore granted T.J to the said Grantee, which hereby agrees to pay any damages which may arise from the construction. maintenance and operation as determined by three disinterested persons. One thereof to be appointed by the '� said Grantor: one by the said Grantee; and the third by the two so appointed as aforesaid, and the written award of such three persons shall be final and conclusive. • The Grantor agrees not to erect any buildings or structures in said permanent easement. ' The consideration first above recited as being paid to Grantor by Grantee is in full satisfaction of every r• ight 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. II - 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 �-r �rI'lrslK 1999. enneth John Stahman, II Gayla Stahman . 1J99018961 i�l_t1-1630 ?6G . STREET EASEMENT Page 2 of 2 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 Kenneth John Stahman, 11 and Gayle L Stahman, husband and wife, to me welt 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 L4 day of 1999. F.k' L mci" e,., LD kDaU, MY COMMISSION B�• f�'9'y Nota&ublic f-I-o,�i�Q N`'pTAgy � 1 99018962 ii I, 1i 17 ii 'Ti ii ii 1i GENERAL SPECIFICATIONS ii. 1i ID' 1.1 i J1 1'