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HomeMy WebLinkAbout71-08 RESOLUTIONRESOLUTION NO. 71-08 A RESOLUTION APPROVING A PROPOSAL FROM THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) TO WIDEN CROSSOVER ROAD FROM MISSION BOULEVARD TO JOYCE STREET; AND REAFFIRMING THE CITY OF FAYE'ITEVILLE'S COMMITMENT OF $7,700,000.00 TO THE PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby approves a proposal from the Arkansas State Highway and Transportation Department (AHTD) to widen Crossover Road from Mission Boulevard to Joyce Street. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby reaffirms the City of Fayetteville's commitment of $7,700,000.00 to the project. PASSED and APPROVED this 18th day of March, 2008. APPROVED. ATTEST: 13y: DAN COO , Mayor By: 61640.1 SONDRA E. SMITH, City Clerk/Treasurer 00„t,,, t, t,,,,, 01Y°,.,G-P M1Uo a, a � FAYETTEVILLE: • 1'111111 t1, 1, IL addd tJ 0-110 Ron Petrie ,66/(A) Submitted By City of Fayetteville Staff Review Form City Council Agenda Items or Contracts 3/18/2008 City Council Meeting Date Engineering Division Action Required: Operations Department A resolution to approve a proposal from the Arkansas Highway & Transportation Department to widen Crossover Road from Mission Boulevard to Joyce Street and to reaffirm the City commitment of $7.7 million for this project. Cost of this request 4520.9520.5809.00 Account Number 06035.0610 Project Number Budgeted Item $ 24,496,473.00 Category / Project Budget 5,002,640.36 Funds Used to Date $ 19,493,832.64 Remaining Balance Budget Adjustment Attached Crossover Road Program Category / Project Name Street Improvements Program 1 Project Category Name 2006A Sales Tax Construction Fund Name Departmen Director City Attorney . Paa, Finance andJiternal Service Director Mayo( Comments: •11.D?:' Date It to� Date 3-1 i -o' Date Previous Ordinance or Resolution # Original Contract Date: Original Contract Number: Received in Mayor's Office ENTERED City Council Meeting of March 18, 2008 CITY COUNCIL AGENDA MEMO To: Mayor and City Council Thru: Gary Dumas, Director of Operations From: Ron Petrie, City Engineer Date: March 11, 2008 Subject: A resolution approving a proposal from the Arkansas Highway & Transportation Department to widen Crossover Road from Mission Boulevard to Joyce Street and to reaffirm the City commitment of $7.7 million for this project. RECOMMENDATION: The City Council's Street Committee and staff recommend approval of this resolution to accept the Arkansas Highway & Transportation Department (AHTD) proposal to widen Crossover Road from Mission Boulevard to Joyce Street and to utilize the existing $7.7 million that was included in the Transportation Bond Program. BACKGROUND: On September 7, 2004 the City Council passed Resolution No. 137-04 that expressed "the intent of the Fayetteville City Council to participate with the Arkansas Highway and Transportation Department on Improvements to Highway 265 from Highway 45 to the Northern City Limits." Based on this resolution, the City of Fayetteville included $7.7 million in the Transportation Bond Program for this cost share which was approved on September 12, 2006 by ballot. On July 3, 2007 the City Council passed Resolution No. 122-07 that reaffirmed "the adopted policy of the City of Fayetteville that Highway 265 North of Mission Boulevard be widened as a principal arterial as depicted on the City Master Street Plan and as shown as Alternate H-.1 by the Arkansas Highway & Transportation Department." DISCUSSION: The Arkansas Highway & Transportation Department notified the City by letter on October 12, 2007 (see attached letter) that the cost estimates had recently been updated and that the current estimate including right-of-way acquisition and utility relocations has been determined to be $42.0 million. This information was presented to the Street Committee on November 5, 2007 which resulted in the City requesting and receiving additional information on the cost increases (see letter dated December 4, 2007). This information was presented to the Street Committee again on December 10, 2007. A third letter was received from Mr. Jonathan Barnett, Chairman of the Arkansas State Highway Commission that provided four (4) options for consideration by the City: 1 City Council Meeting of March 18, 2008 1. If the City opts to not partner with the AHTD, the highway department will proceed with a project to widen Highway 265 from Highway 45 to Old Wire Road. This construction cost has been estimated to be $7.7 million. 2. If the City opts to provide the full $7.7 million, the highway department will proceed with a project to widen Highway 265 from Highway 45 to Joyce Boulevard. This construction cost has been estimated to be $14.0 million. 3. If the City chooses to provide the full $7.7 million and opt to defer a portion of the 15th Street project, the highway department will proceed with a project to widen Highway 265 from Highway 45 to Zion Road. This construction cost has been estimated to be $18.6 million. 4. If the City chooses to provide the full $7.7 million and opt to defer the 1 5th Street project and the Garland Avenue project, the highway department will proceed with a project to widen Highway 265 from Highway 45 to the City limits as originally planned. The Street Committee discussed these options at the February 28, 2008 meeting and voted 3-1 to recommend to the full City Council the second option which was to proceed with the full City commitment of $7.7 million and have the highway department widen from Highway 45 to Joyce Street. BUDGET IMPACT: The City currently has $7,700,000 budgeted for this project through the Transportation Bond Program. This City Council item will not encumber these funds at this time. 2 RESOLUTION NO. A RESOLUTION APPROVING A PROPOSAL FROM THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) TO WIDEN CROSSOVER ROAD FROM MISSION BOULEVARD TO JOYCE STREET; AND REAFFIRMING THE CITY OF FAYETTEVILLE'S COMMITMENT OF $7,700,000.00 TO THE PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby approves a proposal from the Arkansas State Highway and Transportation Department (AHTD) to widen Crossover Road from Mission Boulevard to Joyce Street. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby reaffirms the City of Fayetteville's commitment of $7,700,000.00 to the project. PASSED and APPROVED this 18th day of March, 2008. APPROVED: ATTEST: By: By: DAN COODY, Mayor SONDRA E. SMITH, City Clerk/Treasurer ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT Dan Flowers Director Phone (501) 569-2000 Fax .(501) 569-2400 The .Honorable Dan Coody Mayor of Fayetteville 113 West Mountain Fayetteville, AR 72701 October 12, 2007 F.O. Box 2261 Little Hock, Arkansas 72203-2261 WWW.ARKANSASHIGHWAYS.COM RECE V ED OCT 1 7 2007 CITY OF FAYETTEVILLE MAYOR'S OFFICE Dear Mayor Coody: The department has recently updated the cost estimate for the Highway 265 widening project from Highway 45 to the City limits. The current estimate, which includes right-of-way, utilities and construction, is $42 million. In your letter to Commissioner Jonathan Barnett dated May 25, 2004, the City of Fayetteville agreed to contribute 50% of the project costs up to a maximum of $7.7 million. Under the current Statewide Transportation Improvement Program (STIP) for 2007-2010, the Department has also budgeted $7.7 million for a total project cost of $15.4 million. Therefore, as we recently discussed, it will be necessary to reduce the limits of this project to better match the funding that is budgeted in the STIP unless additional funds become available. This update is being provided for your information and comment. If additional information .is needed, please advise. c: Commissioner Jonathan Barnett Director Assistant Chief Engineer -Planning Assistant Chief Engineer -Design Programs and Contracts Planning and Research Roadway Design District 4 Job 040440 'C' File Sincerely, Frank Vozel Deputy Director and Chief Engineer ARKANSAS STATE HIGHWAY AND DEC t,; 200f TRANSPORTATION DEPARTMENT C/1 \r ,. k ; t_%/ILUi TRYOh'" 0F1=10E Dan Flowers Director Phone (501) 569.2000 Fax (501) 569-2400 . The Honorable Dan Coody Mayor of Fayetteville 113 West Mountain Fayetteville, AR 72701 Dear Mayor Coody: December 4; 2007 P:0. Box 226E Little Rock; Arkansas 7Z203-2261 W W W.AR KANSASHlGjH WAYS.COM Reference is made to your recent letter requesting additional information on the increase in the cost estimate for the Highway 265 project `from Highway 45 to the Fayetteville City Limits. As you were informed in my October 12, 2007 letter, the total cost of the project is now estimated to be approximately $42 million. The original cost -estimate, which was developed in .2004, was $15.4 million for construction only. .No estimate for right of way acquisition and utility relocation was available at thattime and therefore was not included in that cost. :Development of the project is now far enough along to have more detailed information. on which to base the cost estimate. The coristructivn .costs are now estimated .to be approximately $27 million. By way of comparison, since' 2004, the Construction Cost index has increased 64% duet:, inflation: Adding 64% to the 2004 construction cost estimate would make the cost estimate $25.3 million in 2007 dollars: As you can see, the construction cost estimate is very much in line with the 'cost increases that have been realized since 2004. As you are aware, the design alternative selected, which is a median divided roadway with sidewalks and bicycle lanes.on both sides of the roadway, adds an estimated $800,000 to the project. This was not considered in the original estimate. Based on historical data, right of way and utility relocation for urban widening projects such as this are anticipated to be 33% of the construction cost. Therefore, the Department expected right of way acquisition and utility relocation to add approximately $5.1 million to the project. Right of way plans are now 70% complete, and the current estimate for right of way acquisition and utility relocation is $15 million ($7 million for right of way and $8 million for. utilities), bringing the estimated total cost of the project to $42 Million. Mayor Dan Coody December 4, 2007 Page Two The Department is willing to cover the cost for right of way and utilities, even though the current estimate is well in excess of what was initially expected. However, we are not able to cover the additional cost of construction that is expected. We must hold our contribution for construction as close as possible to the $7.7 million that is included in the Statewide Transportation Improvement Program (STIP). Considering construction, right of way and utilities, this would bring the Department's contribution to the project to approximately $22.7 million. This does not include our cost for preliminary engineering and construction engineering. We are continuing to work with the City and the Northwest Arkansas Regional Planning Commission to develop an access managementplan for the corridor. We intend to continue the development of plans for a construction project that is approximately $15.4 million. At this time, we anticipate that this project would cover the section of Highway 265 from Highway 45 to East Joyce Boulevard, a distance of approximately 2.2 miles or approximately 52% of the project length. The remainder of the project will be considered for inclusion in future STIPs. This is contingent upon receipt of the City's share of $7 7 million as specified in our agreement. We trust that this update answers your questions and concerns regarding the increased cost estimate for this project. If additional information is needed, please advise. c: Commissioner Jonathan Barnett Director Assistant Chief Engineer -Planning Assistant Chief Engineer -Design Planning and Research, Programs and Contracts Right of Way Roadway Design District 4 -Job-040440 'C' File Sincerely, Frank Vozel Deputy Director and Chief Engineer JONATHAN BARNETT CHAIRMAN SILOAM SPRINGS CARL S. ROSENBAUM VICE CHAIRMAN LITTLE ROCK R. MADISON MURPHY EL DORADO ARKANSAS STATE HIGHWAY COMMISSION P.O. Box 2261 LrriLE ROCK, ARKANSAS 72203-2261 PHONE (501) 569-2000 FAX (501) 569-2400 WWW .ARKANSASH IGHWAYS. COM February 13, 2008 The Honorable Dan Coody Mayor of Fayetteville 113 West Mountain Fayetteville, AR 72701 Dear Mayor Coody: JOHN ED REGENOLD ARMOREL CLIFF HOOFMAN NORTH LITTLE ROCK DAN FLOWERS DIRECTOR OF HIGHWAYS AND TRANSPORTATION 301330 S.U0AVIH • 3111A31J3AV J0 rt110 EN H3h ❑3AEEO3H Reference is made to your recent discussion with Director Dan Flowers regarding the cost of widening Highway 265 between Highway 45 and the City Limits in Fayetteville and any options available for providing additional funds to the project. As mentioned in Frank Vozel's most recent letter to you, the total cost of the project is now estimated to be approximately $42 million, including $27 million for construction and $15 million for right of way acquisition and relocation and utility adjustments. The Department will provide the cost for right of way and utilities, but 'no funds are available beyond our present commitment of $7.7 million for construction. Two other partnering projects totaling $13 million in the City of Fayetteville are included in the current Statewide Transportation Improvement Program (STIP). The STIP includes $10 million for widening Highway 16 from Highway 71B to Stone Bridge Road and $3 million for widening Highway 112 from Highway 112 Spur to the north. Both of these projects include the City providing 50% of the construction cost, or $6.5 million. One or both of these projects could be deferred and the cost transferred to the Highway 265 project. The following options are provided for your consideration. ❑ Should the City now decide to not partner with the Department on this improvement, we will proceed with a project to widen Highway 265 from Highway 45 to Old Wire Road. The construction cost for this section is currently estimated to be $7.5 million. ARKANSAS STATE HIGHWAY COMMISSION Little Rock, Arkansas Mayor Dan Coody February 13, 2008 Page Two ❑ Should the City provide its commitment of $7.7 million, the Department will proceed with a project to widen Highway 265 from Highway 45 to East Joyce Boulevard. The construction cost for this section is currently estimated to be $14.0 million. ❑ The construction cost for the section of Highway 265 from Highway 45 to Zion Road is currently estimated to be $18.6 million. Should the City provide its commitment of $7.7 million to the Highway 265 project and choose to defer a portion of the Highway 16 project, the Department will proceed with a project to widen this section of Highway 265. Development of the Highway 112 project would continue as scheduled, and the limits of the Highway 16 project would be reduced according to the funds remaining. ❑ Should the City provide its commitment of $7.7 million for the Highway 265 project and choose to defer the Highway 16 and Highway 112 projects, the total available funding would be $28.4 million. The Department would proceed to develop the project to widen Highway 265 from Highway 45 to the Fayetteville City limits. However, should the cost for the project exceed $28.4 million, consideration would again have to be given to reducing the limits of the project. Please advise which option the City would like to pursue. If additional information is needed, please advise. Sincerely, 1$°"44°°C"1--- nathan Barnett Chairman c: Director Deputy Director and Chief Engineer Assistant Chief Engineer -Planning Assistant Chief Engineer -Design Planning and Research Programs and Contracts Roadway Design District 4 Northwest Arkansas Regional Planning Commission (3.21.08 MCiarice Dearman - Res. 71-08 Page 1 From: To: Date: Subject: Attachments: Clarice Pearman Petrie, Ron 3.21.08 3:36 PM Res. 71-08 71-08 AHTD Proposal.pdf CC: Audit Ron: Attached is a copy of the resolution regarding the AHTD proposal and reaffirming commitment. Please let me know if there Is anything else needed on this item. Have a good weekend. Thanks. aarice Clarice Buffalohead-Pearman, C.A.M.C., C.M.C. City Clerk/Treasurer Division 113 West Mountain Fayetteville, AR 72701 479-575-8309 cpearman@d.fayetteville.ar.us City of Fayetteville Staff Review Form 2014-0340 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Chris Brown Submitted By 7/24/2014 Submitted Date Ny byOUR Engineering / Development Services Department Action Recommendation: Division / Department Approval of Change Orders to Increase the Contract Amount of the Highway 265 Construction Contract between the Arkansas State Highway and Transportation Department and Nabholz Construction by $345,380.12. Budget Impact: Account Number 06035.2000 Project Number Budgeted Item? No Does item have a cost? No Budget Adjustment Attached? NA Fund Crossover (Mission to City Limits) Current Budget Funds Obligated Current Balance Item Cost Budget Adjustment Remaining Budget Project Title Previous Ordinance or Resolution # Original Contract Number: Comments: 71-08 V20140710 Approval Date: /90-4 CITY OF tyeaeviue ARKANSAS MEMO MAYOR'S APPROVAL ONLY TO: Mayor Lioneld Jordan THRU: Don Marr, Chief of Staff Jeremy Pate, Development Services Director Chris Brown, City Engineer FROM: Paul Libertini, Staff Engineer 3' DATE: July 24, 2014 SUBJECT: Approval of Change Orders to Increase the Contract Amount of the Highway 265 Construction Contract between the Arkansas State Highway and Transportation Department and Nabholz Construction by $345,380.12. RECOMMENDATION: Staff recommends approval of Change Orders No. 20 and No. 21 increasing the contract between the State Highway & Transportation Department (AHTD) and Nabholz Construction by $345,380.12. BACKGROUND: Arkansas Highway 265 widening, between Mission and Joyce Blvd, is under construction by the Arkansas Highway and Transportation Department (AHTD). The City Council has committed to pay 50% of the construction cost on the project, up to $7.7 million. The AHTD received bids for construction of the project in 2011. Nabholz Construction was the low bidder at $12,612,320.32. Change Order No. 20 will add filter fabric and dumped riprap to provide slope protection of the channel at a cost of $25,380.12. Change Order No. 21 reflects incentive pay that was built into the contract for the early completion. Nabholz earned 32 working days of incentive pay equaling $320,000.00. The total cost of these two change orders is $345,380.12. DISCUSSION: The last payment to Nabholz was $12,369,012.51. The addition of the above two change orders will increase the total amount due to Nabholz to $12,714,392.63. The City has paid a total of $6,459,797.77 to the AHTD. At this present time the City's share of this project would be 50% of the $12,714,392.63 or $6,357,196.32 which is approximately $100,000.00 Tess than the City's payment. Mailing Address: 113 W. Mountain Street Fayetteville, AR 72701 www.fayettevi lle-ar.gov BUDGET/STAFF IMPACT: This project still requires some final quantities to be adjusted under this contract, but after the final accounting has been completed, it is anticipated that the cost of construction will be approximately $100,000.00 more than the original contract amount, and that the City will receive a refund on the project. The amount of this refund is currently estimated to be $100,000.00. Attachments: Change Order No. 20 & No. 21, Job 040517, Hwy. 265 Email from Jeff Stroud, July 08, 2014 2 ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT DISTRICT FOUR FORT SMITH MEMORANDUM August 11, 2014 TO: Mr. Mike Sebren, State Construction Engineer FROM: Chad Adams, District Four Engineer SUBJECT: Job No. 040517 FAP No. STP -9142(24) Hwy 45 - E Joyce Blvd. (Fayetteville)(S) Route 265, Section 2 Washington County Attached for your review and processing is approved Change Order No. 20 on the above referenced project. attachments c: Resident Engineer #43 ARKANSAS STATE HIGHWAY COMMISSION CHANGE ORDER Job Name Hwy. 45-E. Joyce Blvd. (Fayetteville) (S) Route & Section 265, Section 2 Job No. 040517 FAP No STP -9142(24) County Washington Changes located from Station 66+00 to Station 74+50 Change Order No. 20 DESCRIPTION OF CHANGE: Establish and add to the Contract the items "Filter Fabric" and "Dumped Riprap" and place as indicated on the enclosed plan sheets. Establish and add to the Contract the items "Mobilization (CO 20)" and "Maintenance of Traffic (CO 20)". REASON FOR CHANGE: The Filter Fabric and Dumped Riprap are needed to provide protection of the slopes of the channel to mitigate future erosion. The additional Mobilization and Maintenance of Traffic are necessary to compensate the Contractor for remobilizing forces and equipment to the project and for providing the necessary traffic control to perform the additional work. Attachments: Plan Sheets, Contractor's Letter NOTE: UNIT PRICES FOR "MAINTENANCE OF TRAFFIC (CO 20)", "MOBILIZATION (CO 20)", "FILTER BLANKET' AND "DUMPED RIPRAP" ARE CONTINGENT UPON THE EXECUTION OF A SUPPLEMENTAL AGREEMENT. SUMMARY Item No. Item Unit Unit Price PRESENT REVISED Amount Quantity Amount Quantity 602 Mobilization (CO 20) L.S. 4,122.64 0.00 0.00 1.00 4,122.64 SP&603 Maintenance Of Traffic (CO 20) L.S. 4271.48 0.00 0.00 1.00 4,271.48 816 Filter Blanket SOYD 3.16 0.00 0.00 400.00 ' 1,264,00 816 Dumped Riprap CUYD 78.61 0.00 0.00 200.00 15,722.00 0.00 25,380.12 Concurrence By: CONSTRUCTION ENVIRONMENTAL CITY MAYOR Authorized 43Il l / }'1 - Overrun $25.380.12 Date Initials Remarks 7/3/2014 KW Concur 7/8/2014 JF Concur 8/4/2014 LJ Concur by Lioneld Jordan Requested Ch.dams, District Engineer SYS Jeff Stroud, Resident Engineer Page 1 of 1 Ver: 7/23/2014 CHECK LIST FOR CHANGE ORDERS 4 (To accompany the Change Order for concurrence and approval) Completed for Paper Change Order No. 20, on Contract 040517 HEADER AND DESCRIPTION (�1 Verify complete Job Name appears as shown on Contract. ❑� Verify Job Number, FAP Number(s) and Paper Change Order Number. ❑� Verify only FAP Number(s) involved in change are included, or FAP Number and Non -Participating, as applicable. ll What is the location of change or changes? (Station number, distance left or right of centerline) Description of Change: C] Describe all changes fully, what is being changed, added, or deleted? C7 Reason for Change: ID What necessitated this change? Remarks: L Li Were other alternates considered? Remarks: Was cost analysis made of other alternates? Are they attached? Remarks: C CI What would happen if this change is not made? Remarks: ISI Include the following note on the face of the change order (if applicable): NOTE: UNIT PRICE(S) FOR [name of item(s)] IS/ARE CONTINGENT UPON THE EXECUTION OF A SUPPLEMENTAL AGREEMENT. CI Reference all attachments. N/A Right -of -Way Acquisition: N/A When acquisition of additional right-of-way or construction easement is involved, change order submitted will bear the notation: APPROVAL OF THIS CHANGE ORDER IS CONTINGENT ON THE ACQUISITION OF ADDITIONAL RIGHT- OF-WAY/CONSTRUCTION EASEMENT. N/A Attach sketch showing Job Number, FAP Number, Change Order Number, location, dimensions and areas of additional R/W or Easement to be acquired. N/A ITEMS N/A If more than one FAP or Non -Participating is involved, include an attached breakdown summary of quantities and money value per FAP. Remarks: C Verify the Item Number, Item Description, Unit, and Unit Prices for existing items are identical to those shown in the contract. Verify Items appear in the order listed in the contract. Page 1 of 2 Ver: 5/23/2014 ARKANSAS STATE HIGHWAY COMMISSION CHANGE ORDER Job Name Hwy_ 45-E. Joyce tEilvd, (Fayetteville) (3) Route & Section 265, Section 2 Job No. 040517 _ PAP No STP -9142(24) County Washington Changes located from Station 66+00 to Station 74+50 Change Order No. 20 DESCRIPTION OF CHANGE: Establish and add to the Contract the items "Filter Fabric" and "Dumped Riprap" and place as indicated on the enclosed plan sheets. Establish and add to the Contract the items "Mobilization (CO 20)" and "Maintenance of Traffic (CO 20)". REASON FOR CHANGE: The Filter Fabric and Dumped Riprap are needed to provide protection of the slopes of the channel to mitigate future erosion. The additional Mobilization and Maintenance of Traffic are necessary to compensate the Contractor for remobilizing forces and equipment to the project and for providing the necessary traffic control to perform the additional work. Attachments: Plan Sheets, Contractor's Letter NOTE: UNIT PRICES FOR "MAINTENANCE OF TRAFFIC CO# "AND "MOBILIZATION CO# "AND "FILTER BLANKET" AND "DUMPED RIPRAP" ARE CONTINGENT UPON THE EXECUTION OF A SUPPLEMENTAL AGREEMENT. Item No. 602 SP&603 Item Mobilization (CO 20) Maintenance Of Traffic (CO 20) SUMMARY Unit Unit PRESENT REVISED Price Quantity Amount Quantity Amount L.S. 4,122.64 0.00 0.00 1.00 4,122.64 L.S. 4,271.48 0.00 0.00 1.00 4,271,48 816 Filter Blanket SQYD 3.16 0.00 0.00 400.00 1,264,00 816 Dumped Riprap Concurrence By: CUM 78.61 0.00 0.00 200.00 15,722.00 Date CITY MAYOR CONSTRUCTION 7/3/2014 ENVIRONMENTAL 7/8/2014 Authorized Chad Adams, District Engineer Page 1 of 1 0.00 25,380.12 Overrun $25,380.12 als Remarks W Concur JF Concur Requested Jeff Stroud, Resident Engineer Ver: 5/23/2014 -4 CT CHANGE ORDER NO. ,2-6 . 3' 9" , 040517 N STA. 310+30 IN PLACE ND J 18" x 79' OE NO. ..t►►w►►ws.*• 6a OP INLET ON OLD WIRE RD. 5 9f4?/4 = 4' ERA. L = 4' x 4' F •. r .I. tui (TYPE 3 BEDDING) = 79 LBL FT �,f TYPE 2 BEDDING) = 79 LIN. Fjp{� ..►'kT' STA. 311+39 CONSTRUCT DROP INLET ON RT. H= 5' 3' WITH 8' EXTENSI0N AND 18" x 79' R.C. PIPE CULVERT (CLASS on (TYPE 3 BEDDING) 70 DROP INLET ON RT. TYPE MO DROP INLET = 4' DIA, TYPE C DROP INLET = 4'x 4' TA. 310+10 EGIN OLD WIRE RD. ;7i" %T+lfES i 36' RO 1 r 0 • I? 1 TRPL 7' x 8' x 64' R.C. Box CULVERT WITH 3:1 WINGS LT. & RT. 1 RETAIN 1 A,V39 CONSTRUCT mopLET ON LT. H: 6' 3" WITH 8% EXTENSION AND 18" x 79' R.C.PIP1X CULVERT (CLASS an 'TYPE 3 BEDDING) WITH FES. 70 OPEN �CH4MNEL ON LT. TYPE 140 ROP INLE7 = 4' DEA. TYPE C D QP INLET = 4'x 4' P.4 ST MIKE() IRE[$ .310+00.00 z Stuti STA. 69+35 CONSTRUCT DROP 1141E7 ON LT. H= 5' 3' WITH 8' EXTENSION AN0 18" x 263' PIPE CULVERT TO DROP INLET ON LT. TYPE MO DROP INLET = 4'OIA. TYPE C DROP INLET = 4' x 4' 18" R.C. PIPE (CLASS 111 (TYPE 3 BEDDING) = 263 LN. FT, 18" SLPPMCCS PEP6 (TYPE 2 BEDDING) = 263 LIN, FT. STA. 72+00 CONSTRUCT DROP INLET ON LT. H= 5' I" WITH 8' EXTENSION AND 18" x 197' PIPE CULVERT TO DROP INLET 014 LT. TYPE 1.40 DROP INLET = 4' DIA. TYPE C DROP INLET c 4' x 4' 18" R.C. PIPE (CLASS 101 (TYPE 3 BEDDING) = 197 LIN. FT. 18" SLPPMCCS PIPE (TYPE 2 BEDDING) = 197 LIN. F7. STA. 311.22 CONSTRUCT APPROACH ON LT.= 20 CU. YDS _ _ • . WIRE FENCE - - - - '' STA. STA. SIDE TYPE LIN. F b1+:85 98+46 H1. U -L 30b1 6vxF.[) 7-16 ES • d14, STA. 74 DROP R 8(1TH 4' PIPE Cl. TYPE M TYPE C (8" R.C. 18" SLP REMOVAL A STA. bf*E(5 tn H F EXUNG R/W -- - - 6 70 4 ai r PROPOSED R/W A. 65+00 CONSTRUCT• PROACH ON RT. ; 5 CU. YD5. ,' r / +75 TO STA.64+35 IN MEDIAN /. ;CIAL DETAIL FOR FIRE ST TII1' 1G. L. 1.4 TPE cr. N 1L ..STA. 65+37 IN PLACE 18" X 23' C.M. PIPE L1 BIG) RT. SIDE DRAIN REMOVE IN PLACE 40 OF CONCRETE CHANNEL BEAM 7NGRE1E ABUTMENTS. i£yEt ICE STRUCTURE (SITE )N0.1) = I.0 5 LVERT COE3i 9.03 = ', STA, 31437 INSTALL -' 44"3(27"x28' PIPE CULVERT RT. SIDE DRAIN win CONSTRUCT APPROACH = 35 CLL YOS RDCT STA. 315+10 TAND 18" x 38' END OLD ,I g RD. o-_ ' (CLASS 1111 (TYPE 3 BE001140) 'ERT ON RT. LET = 4' DIA. ET = 4'x 4' • . 69+35 CONST UCT INLET ON R . H= 4' 3" EXTENSION AND 18" x 82' CULVER0 (CLASS co((TYPE 3 BEDDING) BILE DN LT. INLET = 4' DIA. OP INLET = 4' x 4' ' ►- g PROP°' PI = 71+27.83 = 4'507' 27.19" R T = 248.03' L = 495.75' PC = 68+79.80 PT = 73+75.55 NO SUPER P. STA. 315423.13 STA.1314+64 IN PLACE 36" C.M. PIPE CULVERT RT. SIDE DRAIN RETAIN STA. 313+64 CONSTRUCT TRP (0' x 7' x 76' R.C. $O% CULVERT WITH 3U WINGS LT. & RT. 050 = 1900 CFS D.A. = 2.3 50. ML STA. 314+19 CONSTRUCT DROP INLET ON LT. H=3' II' WITH 8' EXTENSION AND 08" x 38' R.C. PIPE CULVERT (CLASS 11) (TYPE 3 BEDDING) TO R.C. BOX CULVERT ON LT. TYPE MO DROP INLET = 4' DIA. TYPE C DROP INLET = 4' x 4' STA. 72100 CONSTRUCT DROP INLET ON RT. H= 4' 1" WITH 8' EXTENSION AND 18" r R.C. PIPE CULVERT (CLASS ur TO DROP INLET ON LT. TYPE MO DROP INLET = 4' DI TYPE C DROP INLET = 4'x i0+30 IN PLACE r x 8' x 64' R.G. BOX CULVERT 21 WINGS LT. & RT. CONSTRUCT ON LT. H. 6' 3" ENSION AND 18" x 79' 1LVERT (CLASS 119 (TYPE 3 BEDDING) 4ANNEL ON LT. 90P INLET - 4' DIA. ?P INLET 2 4' x 4' r t 1 MIXED WOES 5t P.1. ST. 310+00.00 I ^� ,41 z - SHE IEO OXTE FILMED Out STATE rm.AI '1+*PV. teal STA. 69+35 CONSTRUCT DROP INLET ON LT. H" 5' 3" WITH 8' EXTENSION AND 18" x 263' PIPE CULVERT TO DROP INLET ON LT. TYPE 1.40 DROP INLET = 4' DIA. TYPE C DROP INLET = 4' x 4' 18" R.C. PIPE (CLASS R) (TYPE 3 BEDDING) = 263 LIN. FT. 18" SLPPMCCS PIPE ITYPE 2 BEDDING) = 263 LIN. FT. STA. 72+00 CONSTRUCT DROP INLET ON LT. N= 5' (" WITH 8' EXTENSION ANO 18" x 197' PIPE CULVERT TO DROP INLET ON LT. TYPE MO DROP INLET = 4' DIA. TYPE C DROP INLET = 4' x 4' 18" R.C. PIPE (CLASS 18) (TYPE 3 BEDDING/ = 197 LIN. FT, 18" SLPPMCCS PIPE (TYPE 2 BEDDING) = 197 LIN. FT. STA. 311+22 CONSTRUCT APPROACH ON LT.= 20 CU. YDS 6 ARK. f9TAf MKErs .100 NO. CI HWY, 265 PLAN 040517 119 296 STA. 74400 CONSTRUCT DROP INLET ON LT. H. 5' 0' WITH 4' EXTENSION AND 18" x 109' PIPE CULVERT TO R.C. BOX CULVERT TYPE 140 DROP INLET x 4' DIA. TYPE C DROP INLET 2 4' x 4' 18" R.C. PIPE (CLASS in) (TYPE 3 BEDDING) = 109 LIN. FT. 18" SLPPMCCS PIPE (TYPE 2 BEDDING) . 109 LIN. FT. REMOVAL AND DISPOSAL OF FENCE STA. STA. SIDE LIN. FT. b 0'+85 0- 98+4b N 1. sills WIRE FENCE -- 5TA. STA. SIDE TYPE LIN. FT. 67+65 911+46 H1. 14-2 3061 MIXED TREES • � jxiSTING ROI f ci ALTO TREES ' STA. 69+35 CONSTRUCT .' DROP INLET 041 RT. H. 4' 3" 111TH 8' EXTENS101 R.C. PIPE CULVERT TO DROP INLE TYPE MB PI STA. 315+23.13 AND 18" x 82' (CLASS NU (TYPE ON LT. INLET " 4' DIA. OP INLET = 4' x 4' 3 BEDDING) ROPOSED R/W PI = 74+27.83 = 4' 57' 27.19' RT. 0 =100' T = 248.03' L 495.75' PC = 68+79.80 PT = 13+75.55 NO SUPER STA. 74+00 CONSTRUCT .s DROP INLET ON RT. 112 5' 0" WITH 4` EXTENSION AND 18" x 33' -" PIPE CULVERT TO R.C. BOX CULVERT TYPE MO DROP INLET 2 4' DIA. TYPE C DROP INLET = 4'x 4' 18" R.C. PPE (CLASS IID (TYPE 3 BEDDING) . 33 LIN. FT. IB" SLPPMCCS PIPE (TYPE 2 BEDDING) : 33 LIN. FT. STA. 313+64 CONSTRUCT TRP 10' x 7' x 76' R.C. BOX CULVERT WITH 3:1WING5 LT. & RT. 050 a 1900 CFS O.A. = 2.3 50. MI. STA. 314+19 CONSTRUCT DROP INLET ON LT. 1-/=3' 11' WITH 8' EXTENSION AND 18" x 38' R.C. PIPE CULVERT (CLASS III) (TYPE TO P.C. BOX CULVERT ON LT, TYPE MO DROP INLET r 4' DIA. TYPE C DROP INLET 2 4' x 4' STA. 72+00 CONSTRUCT DROP INLET ON RT. H= 4' I" WITH 6' EXTENSION AND 18" x 72' R.C. PIPE CULVERT (CLASS 944 (TYPE 3 BEDDINGI TO DROP INLET ON LT. TYPE MO DROP INLET : 4' DIA. TYPE C DROP INLET = 4` x 4' STA; 75+08 PI PLACE TRP 10" x 7' x 65' R.C. BOX CULVERT L7. FWD SKEW - 45' REMOVE AND CONSTRUCT OUINT 10' x 9' x 153' R.C. BOX CULVERT LT. FWD SKEW W 45' WITH NO WINGS L7. AND 341WINGS RT. 050 a 1940 CFS 0.4. a 2.4 50. MI.