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Iowa DOT Preconstruction Agreement for SW Arterial / US 20 Interchange Grading Project Copyright 2014 City of Dubuque Consent Items # 17. ITEM TITLE: Iowa DOT Preconstruction Agreement for SW Arterial / US Highway 20 Interchange Grading Project SUMMARY: City Manager recommending approval of a resolution authorizing the Mayor to execute the Iowa Department of Transportation Preconstruction Funding Agreement for the Southwest Arterial — US Highway 20 Interchange Grading Project. RESOLUTION Approving the Preconstruction Funding Agreement (Agreement No. 20174-002) between the City of Dubuque and Iowa Department of Transportation for the Southwest Arterial - US Highway 20 Interchange Grading Project SUGGESTED DISPOSITION: Suggested Disposition: Receive and File; Approve ATTACHMENTS: Description Type US Highway 20 Interchange Grading Preconstruction City Manager Memo Funding Agreement-MVM Memo Staff Memo Staff Memo Resolution Resolutions Iowa DOT Preconstructon Agreement Supporting Documentation THE CITY OF Dubuque DUB E i" Masterpiece on the Mississippi 2007.2012.2013 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Southwest Arterial – U.S. Highway 20 Interchange Grading Project Iowa Department of Transportation-Preconstruction Funding Agreement Iowa DOT Agreement No. 2017-4-002 Iowa DOT Project No. NHSX-032-1 (38)-3H-31 DATE: November 16, 2016 Assistant City Engineer Bob Schiesl recommends City Council approval of a resolution authorizing the Mayor to execute the Iowa Department of Transportation Preconstruction Funding Agreement for the Southwest Arterial – US Highway 20 Interchange Grading Project. I concur with the recommendation and respectfully request Mayor and City Council approval. d1L-A^1 Mic ael C. Van Milligen MCVM:jh Attachment cc: Crenna Brumwell, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Robert Schiesl, Assistant City Engineer Gus Psihoyos, City Engineer THE CITY OF Dubuque AII11-America CiI.ty UB E1 Masterpiece on the Mississippi 2007.2012.2013 TO: Michael C. Van Milligen, City Manager Gus Psihoyos, City Engineer FROM: Robert Schiesl, Assistant City Engineer SUBJECT: Southwest Arterial - US Highway 20 Interchange Grading Project Iowa Department of Transportation - Preconstruction Funding Agreement Iowa DOT Agreement No. 2017-4-002 Iowa DOT Project No. NHSX-032-1 (38)--3H-31 DATE: November 15, 2016 INTRODUCTION The enclosed resolution authorizes the Mayor to execute the Iowa Department of Transportation (Iowa DOT) Preconstruction Funding Agreement (Agreement No. 2017- 4-002) for the Southwest Arterial - US Highway 20 Interchange Grading project. BACKGROUND Through the continued collaborative partnership between the Iowa DOT staff and the City, the Memorandum of Understanding (MOU), was signed on August 9, 2013, and the Transfer of Roadway Jurisdiction (TOJ), was signed on November 7, 2016. As outlined in the MOU and TOJ, the Iowa DOT and City, in joint cooperation, will Transfer the Jurisdiction of the Southwest Arterial from the City to the State in exchange for the Transfer of Jurisdiction of the Northwest Arterial (or Iowa 32), and portions of existing U.S. 52 / Iowa 3 through downtown Dubuque, from the State to the City. Additionally, the Iowa DOT proposed to re-routing of US 52 and utilization of the Southwest Arterial to carry a portion of re-routed US 52 traffic. The Transfer of Jurisdiction will occur after the Southwest Arterial is completed and open to traffic. Following the execution of the MOU and TOJ, the City is continuing as the lead agency for the multiple project development phases for completing the Southwest Arterial and is responsible for completing the following improvement projects: Project Description Status Final Engineering Design Underway Right-of-Way Property Acquisition Completed BHE Gas Pipeline Utility Relocation Completed BP Gas Pipeline Utility Relocation Summer 2017 North Cascade Road Reconstruction Completed English Mill Road Reconstruction Underway Military Road Reconstruction Summer 2017 As outlined in the MOU and TOJ, when the City completes all the project phases it is responsible for, the Iowa DOT will then take over as lead agency and will be responsible for all remaining costs associated with the construction and completion of the Southwest Arterial, including grading, bridges, interchanges and highway paving. DISCUSSION As part of the Southwest Arterial project, there will be a new interchange constructed near the existing US20 - Seippel Road intersection. The future interchange will connect directly to Seippel Road and provide an overpass bridge over the top of US Highway 20. The Southwest Arterial - US20 Interchange Grading project will provide for the complete grading of the interchange, including entry and exit ramps, between Seippel Road and English Mill Road. With the future construction of the Southwest Arterial - US20 interchange and the spacing requirements for priority access control standards, this will require the removal of the existing at-grade highway access to Stone Valley Drive. As a result, a new public access frontage road will be constructed to connect Stone Valley Drive which will serve both the English Ridge and Barrington Lakes subdivisions. The City was responsible for the design and property acquisition for the Southwest Arterial - US20 Interchange Grading project. The Iowa DOT is responsible for the costs associated with the construction and completion of the Southwest Arterial - US20 Interchange Grading project. Following the Transfer of Jurisdiction after the Southwest Arterial is completed and open to traffic, the new access frontage road to Stone Valley Drive will become a local public City street. In accordance with the provisions of Iowa Administrative Code, the City is responsible for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project. Per the terms and conditions of the Preconstruction Funding Agreement, the City will be responsible for the following utility related costs: • 100% of the cost for sanitary sewer relocation, modification, or adjustments. • 100% of the cost for storm sewer relocation, modification, adjustments. • 100% of the cost for water main relocation, modification, or adjustments. • Share of the cost for traffic operations conduit, vaults, fiber optics. • 100% of the cost for salvaging traffic control equipment. • 19% of the cost for mobilization. • 19% of the cost for project management. • 19% of the cost for traffic control. • 19% of the cost for construction survey. BID RESULTS Sealed bids were received on the project by the Iowa Department of Transportation on July 19, 2016 in Ames. C. J. Moyna & Sons, of Elkader, IA submitted the low bid and was awarded the construction contract in the amount of$6,359,332.37. The construction contract cost share for the Southwest Arterial - US Highway 20 Interchange Grading project is summarized as follows: Estimate Bid Award Iowa Department of Transportation $ 9,643,856 $ 5,257,051.67 City of Dubuque 2,437,183 1,102,280.70 Construction Contract Cost $ 12.081.039 $ 6.359.332.37 BUDGETIMPACT The estimate of probable cost for the City's cost share associated with the relocation, modification or adjustment of public utilities that are impacted by the project is summarized as follows: Estimate Bid Award Sanitary Sewer Relocation, Modification, Adjustment $ 528,249 $ 239,148 " Storm Sewer Relocation, Modification, Adjustment 11,047 11,864 " Watermain Relocation, Modification, Adjustment 1,722,196 867,081 " Traffic Signal Modifications 175,691 94,416 " Total Project Cost - City Share LZAL7.183 LLZL2.509 ** ** Amounts shown include 10% contingency The anticipated funding for the project summary is as follows: CIP No. Fund Description Estimate Bid Award DMATS STP Funds $ 1 ,949,746 $ 970,007 7102670 SW Arterial - US20 Interchange Grading 105,650 47,830 Utility Relocation (Sanitary Const Fund 7202670 SW Arterial - US20 Interchange Grading 2,209 2,373 Utility Relocation Stormwater Const Fund 7402594 SW Arterial - Water Main Extension 344,439 173,416 Water Const Fund 3001011 Traffic Signalization Program 35,138 18,883 Total Project Funding - City Share LLIL7.1831.212.509 RECOMMENDATION I recommend that the City Council adopt the enclosed resolution and authorize the Mayor to sign the Preconstruction Funding Agreement (Agreement No. 2017-4-002) for the Southwest Arterial - US Highway 20 Interchange Grading project. ACTION TO BE TAKEN I respectfully request that the City Council adopt the attached resolution and authorize the Mayor to sign the Iowa Department of Transportation Preconstruction Funding Agreement (Agreement No. 2017-4-002) for the Southwest Arterial - US Highway 20 Interchange Grading project. Prepared by: Robert Schiesl, Assistant City Engineer cc: Jim Schnoebelen, Iowa DOT, District 6 Engineer Jenny Larson, Budget Director Brant Schueller, Water Supervisor Bob Green, Water Department Manager Chandra Ravada, ECIA RESOLUTION NO. 394-16 RESOLUTION APPROVING THE PRECONSTRUCTION FUNDING AGREEMENT (AGREEMENT NO. 2017-4-002) BETWEEN THE CITY OF DUBUQUE AND IOWA DEPARTMENT OF TRANSPORTATION FOR THE SOUTHWEST ARTERIAL - US HIGHWAY 20 INTERCHANGE GRADING PROJECT WHEREAS, the Dubuque City Council, the Dubuque County Board of Supervisors, the Dubuque Metropolitan Area Transportation Study (DMATS), the Dubuque Area Chamber of Commerce and the Greater Dubuque Development Corporation have all identified the completion of the Southwest Arterial Project as the No. 1 surface transportation priority in the Dubuque area; and WHEREAS, the City of Dubuque (City) and Iowa Department of Transportation (Iowa DOT) desire to maintain and increase transportation infrastructure while improving safety for the motorist within the City of Dubuque and Dubuque County and acknowledge the mutual benefit to partner on the Southwest Arterial Project; and WHEREAS, the City and the Iowa DOT executed a Memorandum of Understanding (MOU) and a Transfer of Roadway Jurisdiction (TOJ) for the completion of the Southwest Arterial project; and WHEREAS, the Iowa DOT and City, in joint cooperation propose to Transfer the Jurisdiction of the Southwest Arterial from the City to the Iowa DOT in exchange for the Transfer of Jurisdiction of the Northwest Arterial (Iowa 32), and portions of existing U.S. 52/Iowa 3 from the Iowa 32/John Deere Road intersection to the intersection of U.S. 61 in downtown Dubuque, from the State to the City, after the Southwest Arterial is completed and open to traffic; and WHEREAS, as part of the Southwest Arterial project, there will be a new interchange constructed near the existing US20 - Seippel Road intersection which will connect directly to Seippel Road and provide an overpass bridge over the top of US Highway 20; and WHEREAS, the Southwest Arterial - US20 Interchange Grading project will provide for the complete grading of the interchange between Seippel Road and English Mill Road, including entry and exit ramps, and grading for a public access frontage road connection Stone Valley Drive; and WHEREAS, the City was responsible for the design and property acquisition for the Southwest Arterial - US Highway 20 Interchange Grading project. The Iowa DOT is responsible for the costs associated with the construction and completion of the Southwest Arterial - US Highway 20 Interchange Grading project; and WHEREAS, following the Transfer of Jurisdiction after the Southwest Arterial is completed and open to traffic, the public access frontage road to Stone Valley Drive will become a local public City street; and WHEREAS, in accordance with the provisions of Iowa Administrative Code, the City is responsible for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project; and WHEREAS, per the terms and conditions of the Cooperative Preconstruction Agreement, the City will be responsible for the following utility related costs: • 100% of the cost for sanitary sewer relocation, modification, or adjustments. • 100% of the cost for storm sewer relocation, modification, adjustments. • 100% of the cost for water main relocation, modification, or adjustments. • Share of the cost for traffic operations conduit, vaults, fiber optics. • 100% of the cost for salvaging traffic control equipment. • 19% of the cost for mobilization. • 19% of the cost for project management. • 19% of the cost for traffic control. • 19% of the cost for construction survey. WHEREAS, the estimate of probable cost for the City's cost share associated with the relocation, modification or adjustment of public utilities that are impacted by the project is summarized as follows: WHEREAS, the anticipated funding for the project summary is as follows: CIP No. Fund Description Estimate Bid Award DMATS STP Funds $ 1,949,746 $ 970,007 710 2670 SW Arterial - US20 Interchange Grading Utility Relocation (Sanitary Const Fund) 105,650 47,830 720 2670 SW Arterial - US20 Interchange Grading Utility Relocation (Stormwater Const Fund) 2,209 2,373 740 2594 SW Arterial - Water Main Extension (Water Const Fund) 344,439 173,416 300 1011 Traffic Signalization Program 35,138 18,883 Total Project Funding - City Share $ 2.437.183 $ 1.212.509 NOW, THEREFORE, IT IS AGREED BY AND BETWEEN THE PARTIES AS FOLLOWS: SECTION 1.City of Dubuque and the Iowa Department of Transportation hereby agree to partner on the Southwest Arterial Project. =Estimate :Bid Award xr Sanitary Sewer Relocation, Modification, Adjustment $ 528,249 $ 239,148 Storm Sewer Relocation, Modification, Adjustment 11,047 11,864 Watermain Relocation, Modification, Adjustment 1,722,196 867,081 Traffic Signal Modifications 175,691 94,416 Total Project Cost - City Share $ 2.437.183 $ 1.212.509 WHEREAS, the anticipated funding for the project summary is as follows: CIP No. Fund Description Estimate Bid Award DMATS STP Funds $ 1,949,746 $ 970,007 710 2670 SW Arterial - US20 Interchange Grading Utility Relocation (Sanitary Const Fund) 105,650 47,830 720 2670 SW Arterial - US20 Interchange Grading Utility Relocation (Stormwater Const Fund) 2,209 2,373 740 2594 SW Arterial - Water Main Extension (Water Const Fund) 344,439 173,416 300 1011 Traffic Signalization Program 35,138 18,883 Total Project Funding - City Share $ 2.437.183 $ 1.212.509 NOW, THEREFORE, IT IS AGREED BY AND BETWEEN THE PARTIES AS FOLLOWS: SECTION 1.City of Dubuque and the Iowa Department of Transportation hereby agree to partner on the Southwest Arterial Project. SECTION 2. Whereas, the Iowa DOT and City, in joint cooperation propose to construct the Southwest Arterial - US Highway 20 Interchange Grading project, Iowa DOT Project No. NHSX-032-1 (38)--3H-31. SECTION 3. Whereas, in accordance with the provisions of Iowa Administrative Code, the City is responsible for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project. SECTION 4. Whereas, the City hereby agrees to reimburse the Iowa DOT for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project. SECTION 5. The Mayor is hereby authorized to execute the Preconstruction Funding Agreement (Agreement No. 2017-4-002), between the City of Dubuque and the Iowa Department of Transportation for the Southwest Arterial - US Highway 20 Interchange Grading project. Passed, approved and adopted this 21st day of November, 2 1; 6. Roy D. Buol, Mayor Attest: Kevi:' Firnstahl, Cit Perk Y:\PROJECTS\SOUTHWEST ARTERIAL\Interchange - US20 Grading (38)\Funding Agreement JC,ff�,"J-A I A IA. D T SMARTER I SIMPLER I CUSTOMER DRIVENwww.iowadot.gov. District 6 Office I Highway Division 5455 Kirkwood Blvd.SW,Cedar Rapids, IA 52404 Phone:(319)364-0235 1 Fax(319)364-9614 1 Email:jim.schnoebelen@dot.iowa.gov August 3, 2016 REF: NHSX-032-1(38)-3H-31 Dubuque County City of Dubuque Agreement#: 2017-4-002 Staff Action#: The Honorable Roy D. Buol Mayor- City of Dubuque City Hall - 50 West 13th St. Dubuque, IA 52001 SUBJECT: Agreement 2017-4-002 FINAL(Grading of Iowa 32 from Seippel Road to English Mill Road including construction of the U.S. 20/Southwest Arterial interchange. The project provides for grading for a future shared use path, and grading for the east access connector(from Stone Valley Drive to the proposed roundabout). Dear Mayor Buol: Attached are two (2) copies of an agreement between the city of Dubuque, Dubuque County and the Iowa Department of Transportation for the above referenced project. The project involves: Grading of Iowa 32 from Seippel Road to English Mill Road including construction of the U.S. 20/Southwest Arterial interchange. The project provides for grading for a future shared use path, and grading for the east access connector (from Stone Valley Drive to the proposed roundabout. Please secure the necessary approvals and signatures of the appropriate city of Dubuque officials and return both signed copies of the agreement to this office for further processing. An original of the fully executed agreement will be forwarded to the city of Dubuque after final signature by our department. If you have any questions concerning this agreement, please contact me at the above listed phone number. Sincerely, 904W4 T. James. R. Schnoebelen, P. E. �' C ' District 6 Engineer JRS/hmb r Enclosures (2) 2017-4-002 y ' "1 rw DOT SMARTER I SIMPLER I CUSTOMER DRIVEN December 6, 2016 www.iowadot.gov District 6 Office I Highway Division 5455 Kirkwood Blvd. SW, Cedar Rapids, IA 52404 Phone: (319) 364-0235 I Fax (319) 364-9614 I Email: jim.schnoebelen@iowadot.us The Honorable Roy D. Buol Mayor - City of Dubuque City Hall - 50 West 13th St. Dubuque, IA 52001 REF: NHSX-032-1(38)-3H-31 Dubuque County City of Dubuque Agreement #: 2017-4-002 Staff Action #: S-2017-0342 SUBJECT: Agreement 2017-4-002 FULLY EXECUTED (Grading of Iowa 32 from Seippel Road to English Mill Road including construction of the U.S. 20/Southwest Arterial interchange. The project provides for grading for a future shared use path, and grading for the east access connector (from Stone Valley Drive to the proposed roundabout). Dear Mayor Buol: Attached is your original of the fully executed Agreement 2017-4-002 between the city of Dubuque, Dubuque County and the Iowa Department of Transportation for the above referenced project. The project involves: Grading of Iowa 32 from Seippel Road to English Mill Road including construction of the U.S. 20/Southwest Arterial interchange. The project provides for grading for a future shared use path, and grading for the east access connector (from Stone Valley Drive to the proposed roundabout. Thank you for your cooperation in the processing of this agreement. Sincerely, 7e ?..1Z James. R. Schnoebelen, P. E. District 6 Engineer JRS/hmb Enclosures (2) 2017-4-002 cc: Deanne Popp, Local Systems - Ames Daryl Hart, Finance - Ames July 2014 IOWA DEPARTMENT OF TRANSPORTATION Preconstruction Agreement For Primary Road Project County City Project No. Iowa DOT Agreement No. Staff Action No. Dubuque Dubuque N HSX-032-1(38)--3H-31 2017-4-002 S-2017-0342 This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter designated the "DOT", and the city of Dubuque, Iowa, a Local Public Agency, hereafter designated the "LPA" in accordance with Iowa Code Chapters 28E, 306, 306A and 313.4 as applicable; The DOT proposes to establish or make improvements to Iowa 32 within Dubuque County, Iowa; and The DOT and the LPA are willing to jointly participate in said project, in the manner hereinafter provided; and The DOT and the LPA previously entered into the following agreement(s) for the above referenced project Agreement No. 2009-1-020 for right of way acquisition for the Southwest Arterial project was executed by the DOT and LPA on February 4, 2009 and February 2, 2009 respectively; Agreement No. 2009-E-275 for federal funding for the Southwest Arterial from U.S. 20 to U.S. 61/151 was executed by the DOT and LPA on April 22, 2010 and April 19, 2010 respectively; Agreement No. 2013-16-262 for funding and development of the Southwest Arterial project, rerouting of U.S. 52, and associated transfers of jurisdiction was executed by the DOT and LPA on August 9, 2013 and August 9, 2013 respectively; Agreement No. 2014 -TJ -008 for transfers of jurisdiction associated with the Southwest Arterial project is currently under negotiation; Agreement No. 2016-16-207 for improvements to U.S. 20 to address compliance with priority access control adjacent to the U.S. 20 and Iowa 32 interchange improvements (Menard's frontage road) currently under negotiation; and This Agreement reflects the current concept of this project which is subject to modification by mutual agreement between the LPA and the DOT; and Therefore, it is agreed as follows: 1. Project Information a. The LPA will design and develop the project and the DOT will let and inspect construction of the following described project in accordance with the project plans and DOT standard specifications: Grading of Iowa 32 from Seippel Road to English Mill Road including construction of the U.S. 20/Southwest Arterial interchange. The project provides for grading for a future shared use path, and grading for the east access connector (from Stone Valley Drive to the proposed roundabout). b. As part of the project, the LPA has requested sanitary sewer work, water main, and a share of fiber optic cable with vaults and bundled micro duct conduit within the city all at no cost to the DOT. (See Exhibit A for location and Exhibit B for costs). c. Bundled micro duct conduit and fiber optic cable will be installed as part of the project improvements. The DOT shall allow the LPA to access and occupy the conduit installed with the project. Prior to the installation of cable the LPA shall provide notice to and receive approval from the DOT. Installation of 2017-4-002 Dubuque 1 July 2014 cable shall meet the requirements jointly agreed to by the DOT and LPA. The DOT shall allow the LPA to access and occupy the conduit at no cost or obligation to the LPA. d. The DOT will be responsible for the cost of grading the shared use path. The LPA shall accept ownership of the shared use path and responsibility for paving, associated fencing, and future maintenance of the shared use path. e. The east access connector will be paved on a future project and will be owned and maintained by the LPA upon completion. f. All storm sewers constructed by the DOT as part of the project will become the property of the LPA, which will be responsible for their maintenance and operations. The LPA will not make any connections to said storm sewers without the prior written approval of the DOT. The LPA will prevent use of such storm sewers as a sanitary sewer. 2. Project Costs a. The LPA shall be responsible for costs of mobilization, traffic control, construction survey and project management in the proportion of the amount of the total LPA cost shares of the items in Division 2 and Division 7 is to the total estimated project cost as shown in Exhibit B. The pro -rata cost share equates to 19 percent (rounded). Actual LPA cost shares for lump sum items for mobilization, traffic control, construction survey and project management to be paid will be based on 19 percent of the accepted bid for each item at the contract letting. b. The LPA is responsible for 100 percent of the costs to deliver and stockpile items salvaged from the project. c. The funding sources for the project are as shown on the Contract Funding Worksheet (see Exhibit C). d. The LPA shall reimburse the DOT for its share of the project costs estimated at $2,437,183 as shown in Exhibit B. The amount paid by the LPA upon completion of construction and proper billing by the DOT will be determined by the actual quantities in place and the accepted bid at the contract letting. e. The DOT will bear all costs except those allocated to the LPA under other terms of this Agreement. 3. Traffic Control a. U.S. 20 through -traffic will be maintained during the construction. b. If it becomes necessary to temporarily close LPA side roads during construction, the DOT will furnish and install the required barricades and signing for the closure at project cost and shall remove same upon completion of the project also at no expense or obligation to the LPA. The DOT will work in close cooperation with the LPA and the contractor to accommodate emergency services and local access across the project during construction. Any detours which may be necessary for project related LPA road closures will be the responsibility of the LPA all at no expense or obligation to the DOT. c. If this project causes the temporary closure of a road during construction, the DOT shall meet with the LPA to determine whether said closure(s) will cause increased traffic on other LPA roads. The DOT and the LPA shall determine a plan, and the costs thereof, for the LPA to perform dust control on said LPA roads with increased traffic, should dust control become necessary. In that event, the LPA shall inform the DOT prior to performing said dust control. The DOT shall reimburse the LPA for the cost of said dust control measures following the receipt of a bill for the agreed upon costs (see Iowa Code 2017-4-002_Dubuque 2 July 2014 section 313.4 subsection 1.b.). d. This project will cause the permanent closure of Cousins Road from existing Seippel Road south to U.S. 20. In accordance with Iowa Code sections 306.10 through 306.17 the LPA will hold a public hearing for the permanent closure(s). The hearing proceedings will be conducted by the LPA who will also be responsible for payment of claims for any and all damages (if any) resulting from the road closure, all at no expense or obligation to the DOT. The DOT will furnish and install the required road closure barricades at project cost. Upon completion of construction, the LPA agrees to accept ownership of said barricades along with responsibility for future maintenance operations associated therewith all at no additional expense or obligation to the DOT. 4. Right of Way and Permits a. Subject to the provisions hereof, the LPA in accordance with 761 Iowa Administrative Code Chapter 150.3(1)c and 150.4(2) will remove or cause to be removed (within the corporate limits) all encroachments or obstructions in the existing primary highway right of way. The LPA will also prevent the erection and/or placement of any structure or obstruction on said right of way or any additional right of way which is acquired for this project including but not limited to private signs, buildings, pumps, and parking areas. b. The DOT will be responsible for the coordination of utility facility adjustments for the primary road project. c. The LPA agrees to relocate all utilities necessary for construction which are located within the existing street or alley right of way, subject to the approval of and without expense to the DOT and in accordance with 761 Iowa Administrative Code Chapter 150.4(5) and the DOT Utility Accommodation Policy. d. With the exception of service connections no new or future utility occupancy of project right of way, nor any future relocations of or alterations to existing utilities within said right of way will be permitted or undertaken by the LPA without the prior written approval of the DOT. All work will be performed in accordance with the Utility Accommodation Policy and other applicable requirements of the DOT. 5. Construction & Maintenance a. The DOT shall be responsible for the daily inspection of the project (with LPA/LPA consultant assistance as requested), including the compilation of a daily log of materials, equipment, and labor used on the project. b. Should the LPA provide assistance to the DOT with inspection, the LPA shall then comply with project specifications and the procedures and responsibilities for materials testing and construction inspection according to DOT's Material Instructional Memorandums (I.M.'s) and the Construction Manual. c. The work on this project shall be in accordance with the approved plans and specifications. Any substantial modification of these plans and specifications must be approved by the DOT prior to the modification being put into effect. d. The LPA, in cooperation with the DOT, will take whatever steps may be required with respect to alteration of the grade lines of the new highway facilities constructed under the project in accordance with Iowa Code section 364.15. The DOT and LPA will work together to minimize potential impacts to properties that may occur as a result of the project. 2017-4-002 Dubuque 3 July 2014 e. Upon completion of the project, no changes in the physical features thereof will be undertaken or permitted without the prior written approval of the DOT. f. Future maintenance of the primary highway within the project area will be carried out in accordance with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150 and Instructional Memorandum 2.110. 6. General Provisions a. If the LPA has completed a Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project and the FIS is modified, amended or revised in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the modification, amendment or revision to the DOT. If the LPA does not have a detailed Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project and the LPA does adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the FIS to the DOT. b. The LPA will comply with all provisions of the equal employment opportunity requirements prohibiting discrimination and requiring affirmative action to assure equal employment opportunity as required by Iowa Code Chapter 216. No person will, on the grounds of age, race, creed, color, sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which State funds are used. c. It is the intent of both (all) parties that no third party beneficiaries be created by this Agreement. d. If any section, provision, or part of this Agreement shall be found to be invalid or unconstitutional, such finding shall not affect the validity of the Agreement as a whole or any section, provision, or part thereof not found to be invalid or unconstitutional, except to the extent that the original intent of the Agreement cannot be fulfilled. e. This Agreement may be executed in (two) counterparts, each of which so executed will be deemed to be an original. f. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s), and/or amendment(s); represents the entire Agreement between the LPA and DOT regarding this project. All previously executed agreements will remain in effect except as amended herein. Any subsequent change or modification to the terms of this Agreement will be in the form of a duly executed amendment to this document. 2017-4-002 Dubuque 4 July 2014 IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2017-4-002 as of the date shown opposite its signature below. CITY OF DUBU ' UE: By: Title: Mayor (0 LI 1, Kevin S. Firnstahl Roy D. Buol Date November 21 , 20 16. , certify that I am the Clerk of the City, and that who signed said Agreement for and on behalf of the City was duly auth • ized to execute the same on the2 1 s tday of November Signed: Ci y lerk of Dubuq <jwa IOWA DEPARTMENT OF TRANSPORTATION: By: C9.14d,".,,Z,Date l I ..2� , 20 W. ames R. Schnoebelen District Engineer District 6 2017-4-002_Dubuque 5 , 2016. STA. 51+ 89.20 BEGIN PROJECT 2017-4-002_Dubuque Fork ` Project Location INTERCHANGE LOCATION 31. STA. 101+10 END PROJECT 1. l ice. TT)33 - , z 34 (' -• rn iu <3 �!I!. / PROPOSED IA 32 SOUTHWEST ARTERIAL D29 ------------- 1;I:, 1- = +. 10 _i/ iiia 8 r OAKI, NDiFARMS RD / 1 I -'1 ! i• I 16`•��4`` 14 17 )15 I/ LOCATION MAP SCALE 0 2 Miles EXHIBIT A SW Arterial Interchange Grading 2016 N H SX -032-1(38) --3 H-31 Cost Estimate 07/14/2016 Division 1: IOWA DOT COST (ROADWAY) Division 2: CITY OF DUBUQUE COST (80% FEDERAL STP FUNDS AND 20% CITY FUNDS) Division 3: IOWA DOT COST (RCB CIP 10x10x150) Division 4: IOWA DOT COST (RCB Precast 10x10x154) Division 5: IOWA DOT COST (RCB CIP 10x10078( Division 6: IOWA DOT COST (RCB Precast 10x10x84) Division 7: FEDERAL NON -PARTICIPATING (CITY COST) EXHIBIT B engineers + planners + land surveyors r - 2017-4-002_Dubuque Item Code Item Unit Div. 1 Div. 2 Div. 3 Div. 4 Div. 5 Div. 6 Div. 7 Unit Price IDOT Cost (Excluding RCI30 City Cost 1 2101-0850001 CLEARING AND GRUBBING ACRE 14.5 $ 1,700.0 $ 24650 $ - 2 2102-0425070 SPECIAL BACKFILL TON 16450.2 227.4 226.3 149.6 150.6 $ 21.0 $ 345,454 $ - 3 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 336576 $ 5.0 $ 1,682,880 $ - 4 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 218159 $ 6.0 $ 1,308,954 $ - 5 2102-2712015 EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS CY 50 $ 25.0 $ 1,250 $ - 6 2102-2712070 EXCAVATION, CLASS 12, ROADWAY AND BORROW CY 396164 $ 7.0 $ 2,773,148 $ - 7 2103-0000100 PRESPLITTING OF ROCK CUT SY 1733- $ 20.0 $ 34,660 $ 8 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 91712 $ 5.0 $ 458,560 $ - 9 2107-0875100 COMPACTION WITH MOISTURE CONTROL CY 514581 $ 0.4 $ 205,832 $ - 10 2115-0100000 MODIFIED SUBBASE CY 644.8 $ 40.0 $ 25,792 $ - 11 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 221.5 $ 25.0 $ 5,538 $ - 12 2210-0475290 MACADAM STONE BASE TON 10719.7 $ 30.0 $ 321,591 $ - 13 2401-6745354 REMOVAL OF CONCRETE FOOTINGS, AS PER PLAN EACH 1 $ 400.0 $ 400 $ - 14 2401-6745625 REMOVAL OF EXISTING BRIDGE LS 1 $ 40,000.0 $ 40,000 $ - 15 2401-6745650 REMOVAL OF EXISTING STRUCTURE LS 1 $ 20,000.0 $ 20,000 $ - 16 2401-6745910 REMOVAL OF SIGN EACH 51 $ 170.0 $ 8,670 $ - 17 2402-0425040 FLOODED BACKFILL CY 2663- $ 30.0 $ 79,890 $ 18 2402-2720000 EXCAVATION, CLASS 20 CY 1314 1301 1153 1153 $ 20.0 $ - $ - 19 2402-2720100 EXCAVATION, CLASS 20, FOR ROADWAY PIPE CULVERT CY 9004.1 $ 8.0 $ 72,033 $ - 20 2403-0100020 STRUCTURAL CONCRETE (RCB CULVERT) CY 288.3 181 $ 550.0 $ - $ - 21 2404-7775000 REINFORCING STEEL LB 56167 31512 $ 1.1 $ - $ - 22 2415-2111010 PRECAST CONCRETE BOX CULVERT, 10 FT. X 10 FT. LF 154 92 $ 1,100.0 $ - $ - 23 2415-2201010 PRECAST CONCRETE BOX CULVERT STRAIGHT END SECTION, 10 FT. X 10 FT. EACH 2 2 $ 20,500.0 $ - $ - 24 2416-0100015 APRONS, CONCRETE, 15 IN. DIA. EACH2 $ 900.0 $ 1,800 $ - 25 2416-0100018 APRONS, CONCRETE, 18 IN. DIA. EACH2 $ 1,000.0 $ 2,000 $ - 26 2416-0100024 APRONS, CONCRETE, 24 IN. DIA. EACH 4 $ 1,300.0 $ 5,200 $ - 27 2416-0100030 APRONS, CONCRETE, 30 IN. DIA. EACH2 $ 1,600.0 $ 3,200 $ - 28 2416-0100036 APRONS, CONCRETE, 36 IN. DIA. EACH2 $ 1,800.0 $ 3,600 $ - 29 2416-0100048 APRONS, CONCRETE, 48 N. DIA. EACH2 $ 2,250.0 $ 4,500 $ - 30 2416-0100054 APRONS, CONCRETE, 54 IN. DIA. EACH2 $ 3,100.0 $ 6,200 $ - 31 2416-0100072 APRONS, CONCRETE, 72 IN. DIA. EACH2 $ 3,700.0 $ 7,400 $ - 32 2416-1160018 CULVERT, CONCRETE ENTRANCE PIPE, 18 IN. DIA. LF 28 $ 55.0 $ 1,540 $ - 33 2416-1180024 CULVERT, CONCRETE ROADWAY PIPE, 24 IN. DIA. LF 211 $ 60.0 $ 12,660 $ - 34 2416-1180030 CULVERT, CONCRETE ROADWAY PIPE, 30 IN. DIA. LF 158 $ 65.0 $ 10,270 $ - 35 2416-1180048 CULVERT, CONCRETE ROADWAY PIPE, 48 IN. DIA. LF 410 $ 175.0 $ 71,750 $ - 36 2416-1180054 CULVERT, CONCRETE ROADWAY PIPE, 54 IN. DIA. - LF 132 $ 210.0 $ 27,720 $ - 37 2416-1180072 CULVERT, CONCRETE ROADWAY PIPE, 72 IN. DIA. LF 178 $ 300.0 $ 53,400 $ - 38 2417-0225030 APRONS, METAL, 30 IN. DIA. EACH 1 $ 600.0 $ 600 $ - 39 2417-1060030 CULVERT, CORRUGATED METAL ROADWAY PIPE, 30 IN. DIA. LF 39 $ 65.0 $ 2,535 $ - 40 2435-0130148 MANHOLE, SANITARY SEWER, SW -301, 48 IN. EACH 5 $ 5,400.0 $ - $ 27,000 41 2435-0250100 INTAKE, SW -501 EACH 16 $ 3,000.0 $ 48,000 $ - 42 2435-0250260 INTAKE, SW -502 60" EACH2 $ 4,800.0 $ - $ 9,600 43 2435-0250500 INTAKE, SW -505 EACH3 $ 4,200.0 $ 12,600 $ - 44 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE LF 1149 $ 45.0 $ 51,705 $ - PIPE (RCP), 2000D (CLASS III), 15 IN. . $ - $ - 45 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE LF 146 $ 100.0 $ 14,600 $ - PIPE (RCP), 2000D (CLASS III), 36 IN. $ - $ - 46 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 1446 $ 13.0 $ 18,798 $ - 47 2503-0200136 REMOVE STORM SEWER PIPE GREATER THAN 36 IN. LF 544 $ 17.0 $ 9,248 $ - 48 2504-0114012 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC, 12 IN. LF 392 $ 100.0 $ - $ 39,200 49 2504-0114018 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC, 18 IN. LF 82 $ 150.0 $ - $ 12,300 50 2504-0134012 SANITARY SEWER GRAVITY MAIN WITH CASING PIPE, TRENCHED, PVC, 12 IN. LF 317 $ 350.0 $ - $ 110,950 51 2504-0134018 SANITARY SEWER GRAVITY MAIN WITH CASING PIPE, TRENCHED, PVC, 18 IN. LF 337 $ 800.0 $ - $ 269,600 52 2506-4984000 FLOWABLE MORTAR CY 536.4 $ 150.0 $ 80,460 $ - 53 2507-3250005 ENGINEERING FABRIC SY 444.3 365.6 392.2 424.5 433.3 $ 3.0 $ 1,333 $ - 54 2507-6800061 REVETMENT, CLASS E TON 358 283.8 305.7 348.5 356.4 $ 43.0 $ 15,394 $ - 55 2510-6745850 REMOVAL OF PAVEMENT SY 18921.4 $ 5.5 $ 104,068 $ - 56 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 16 $ 600.0 $ 9,600 $ - 57 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. SY 121.4 $ 54.0 $ 6,556 $ - 58 2518-0470005 CROSSOVER BARRICADE EACH 2 $ 3,200.0 $ 6,400 $ - 2017-4-002_Dubuque SW Arterial Interchange Grading 2016 NHSX-032-1(38)--3H-31 Cost Estimate 07/14/2016 Division 1: IOWA DOT COST (ROADWAY) Division 2: CITY OF DUBUQUE COST (80% FEDERAL STP FUNDS AND 20% CITY FUNDS) Division 3: IOWA DOT COST (RCB CIP 10x10x150) Division 4: IOWA DOT COST (RCB Precast 10x10x154) Division 5: IOWA DOT COST (RCB CIP 10x10x78) Division 6: IOWA DOT COST (RCB Precast 10x10x84) Division 7: FEDERAL NON -PARTICIPATING (CITY COST) EXHIBIT B engineers + planners + land surveyors State Total $ 9,643,856 State RCB Div. 3 $ 288,086 State RCB Div. 4 $ 281,043 State RCB Div. 5 $ 192,608 State RCB Div. 6 $ 203,552 City Total $ 2,437,183 2017-4-002_Dubuque Item Code Item Unit Div. 1 Div. 2 Div. 3 Div. 4 Div. 5 Div. 6 Div. 7 Unit Price IDOT Cost (Excluding RCBs) City Cost 59 2518-6891810 PERMANENT ROAD CLOSURE, RURAL, SI -181 LF 26 $ 900.0 $ 23,400 $ - 60 2518-6910000 SAFETY CLOSURE EACH 4 $ 120.0 $ 480 $ - 61 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 4 $ 250.0 $ 1,000 $ - 62 2524-6765014 REMOVE AND REINSTALL MILEPOST MARKER EACH 2 $ 50.0 $ 100 $ - 63 2524-6765015 REMOVE AND REINSTALL DELINEATOR POSTS EACH 27 $ 50.0 $ 1,350 $ - 64 2524-9275222 WOOD POSTS FOR TYPE A OR 8 SIGNS, 4" X 6" LF 56 $ 20.0 $ 1,120 $ - 65 2526-8285000 CONSTRUCTION SURVEY LS 0.81 0.19 $ 90,000.0 $ 72,900 $ 17,100 66 2528-8445110 TRAFFIC CONTROL LS 0.81 0.19 $ 40,000.0 $ 32,400 $ 7,600 67 2533-4980005 MOBILIZATION LS 0.81 0.19 $ 230,000.0 $ 186,300 $ 43,700 68 2552-0000140 ROCK EXCAVATION CY 392 495 $ 25.0 $ 9,800 $ 12,375 69 2552-0000220 REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL CY 392 495 $ 15.0 $ 5,880 $ 7,425 70 2554-0112012 WATER MAIN, TRENCHED, DIP, 12" LF 2740 $ 70.0 $ - $ 191,800 71 2554-0112016 WATER MAIN, TRENCHED, DIP, 16" LF 4495 $ 200.0 $ - $ 899,000 72 2554-0132012 WATER MAIN WITH CASING PIPE, TRENCHED, DIP, 12" LF 39 $ 700.0 $ - $ 27,300 73 2554-0142016 WATER MAIN WITH CASING PIPE, TRENCHLESS, DIP, 16" LF 219 $ 700.0 $ - $ 153,300 74 2554-0203000 FITTINGS BY WEIGHT, DI LBS 11303- $ 10.0 $ $ 113,030 75 2554-0206000 VALVE, BUTTERFLY, DIP, 16" EACH 6 $ 3,000.0 $ - $ 18,000 76 2554-0207012 VALVE, GATE, DIP, 12" EACH 42 $ ,500.0 $ - $ 10,000 77 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 12 $ 5,700.0 $ - $ 68,400 78 2555-0000010 DELIVER & STOCKPILE SALVAGED MATERIALS LS 1 $ 5,000.0 $ - $ 5,000 79 2590-0000020 PROJECT MANAGEMENT LS 0.81 0.19 $ 50,000.0 $ 40,500 $ 9,500 80 2599-9999001 SUBGRADE STABILIZATION ACRE 5.7 $ 1,500.0 $ 8,550 $ - 81 2599-9999005 CONNECT TO EXISTING VAULT OR HANDHOLE EACH 1 $ 1,000.0 $ - $ 1,000 82 2599-9999005 CORE DRILL VAULT OR HANDHOLE EACH 2 8 $ 100.0 $ 200 $ 800 83 2599-9999005 FIBER VAULT, SQUARE EACH 1 4 $ 4,000.0 $ 4,000 $ 16,000 84 2599-9999009 BUNDLED MICRODUCT CONDUIT, TRENCHED LF 2962 5878 $ 20.0 $ 59,240 $ 117,560 85 2599-9999009 FIBER OPTIC CABLE LF 3848 $ 4.5 $ - $ 17,316 86 2599-9999009 WATER MAIN, REMOVAL LF 2153 $ 5.0 $ - $ 10,765 87 2601-2640350 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT SQ 308 $ 15.0 $ 4,620 $ - 88 2601-2642100 STABILIZING CROP - SEEDING AND FERTILIZING ACRE 60.6 $ 680.0 $ 41,208 $ - 89 2602-0000020 SILT FENCE LF 58572 $ 1.8 $ 105,430 $ - 90 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 9900 $ 2.0 $ 19,800 $ - 91 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 27389 $ 0.3 $ 8,217 $ - 92 2602-0000101 MAINT. OF SILT FENCE OR SILT FENCE DITCH CHECKS LF 5478 $ 0.5 $ 2,739 $ - 93 2602-0000160 ROCK CHECK DAMS LF 1220- $ 100.0 $ 122,000 $ 94 2602-0000170 MAINT. OF ROCK CHECK DAMS EACH 174 $ 50.0 $ 8,700 $ - 95 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. LF 420 $ 3.0 $ 1,260 $ - - 96 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12 IN. DIA. LF 200 $ 3.5 $ 700 $ - 97 2602-0000320 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 20 IN. DIA. LF 200 $ 4.5 $ 900 $ - 98 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 820 $ 0.5 $ 410 $ - 99 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH1 $ 500.0 $ 500 $ - 100 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $ 1,000.0 $ 1,000 $ - $ - $ Division Subtotal (105 Contingency Included) $ 9,637,388 $ 2,423,516 $ 288,086 $ 281,043 $ 192,608 $ 203,552 $ 5,500 10% Contingency Subtotal 3 876,714 $ 9,643,856 $ 221,562 $ 2,437,183 State Total $ 9,643,856 State RCB Div. 3 $ 288,086 State RCB Div. 4 $ 281,043 State RCB Div. 5 $ 192,608 State RCB Div. 6 $ 203,552 City Total $ 2,437,183 2017-4-002_Dubuque SW Arterkal Interchange 65281882016 HH$X-032-1.317)-3831 con 14 imace07/14/2016 MOON 13 I0W2130r(05T150A0WAYII 021340E CITY 661811011E DOST 1976 FEDERAL SU FUNOSAND20160163UNDE OVNOm 3: 10WADOT COSTUMED 153153150j DIN4m4: 10162001. COST(RCR PrEasE03 541 0,36435: I0WA0OTC0STIMBCIP 1.1591111E}R1 MA3036: 1016600TCOSTIRMPre9nt1OA 41 EXHIBIT B State Total $ 5,543,855 57202 100 779.3 $ 288,086 511te SCO Div, 4 $ 281,043 Stare 1110 019. $ 101,500 Slate RCS OM $ 303,552 04040711 $ 9,437,183 2017-4-002_Dubuque 124,2617 Dorn Un[ Ov1 7471 Ova 0310 DE. 5 0121 Ov.1 UnrtPUea (0 47C44�[ 1 City Ton 2 21810850073 SPECIAL ACKEC MEMO. _., ..•.,- AME TM 227.4 216.3 142.6 .6 1>20.0 S 0 25,0 $ 24850 $ 395659 s S - 2122-271057B 00.LOILL F , CLASS 10, EXCAVATION. Y AND 50RA0N 216159 5 $ 150;,084 $ - 4 2102-2718915 2302-2712072 EXCAVATION, CLASS 12, BRUTE 02510 EXCAVATION, CLASS 12, 801170906 0R BN FRAGWEMs (V 210059 5 0 5 0 5 1301259 $ 3,140 5 - 5 6 2302-2712072017 2305-0405010 EXCAVATION, [(955 12,07 NVY q1 BOMB 7, ROCK CM 317364 1239 5 7.0 5 0 $ 2.332177 5 59560 5 S - 2107-8473175 TOPSOIL, SALVAGE T CY 3 4 905232 5 - 9 2305-0855108 CMPRLIONTMTH r 534581 1411 $ OA 92 5 205232 S - 10 il 2315-8100880 2321.7425110 MODIFIED SUBBASE GM11AR 5HOUIOER5, TYPE A CY TOO 644.8 221.5 910 $ 45,0 5 25295 $ 5.539 S - 5 - 12 13 2219-0935295 2401-6791354 MACAW STOW BASE REMOVAL OF (07RETE 70070 S, AS PER PIAN TON EACH 10719.7 1 10.0 400.0 5 321591 S 900 3 - S - 14 0401-6245625 5547701,OF 93262475 80702E LS 460024 $ 45200 $ - 15 16 2401-6745652 2401-6745910 REMOVAL OF 83455402 SrMCIIAE REMOVAL OF 51001 LS EACH 1 51 S 20,0060 170.0 1 00,005 5 8570 5 - 5 - 17 2402-5425045 FLOODED 440001E1 CY 2663 9 30.0 5 79290 $ 113 19 -2228680 02-2725185 EXCAVATION, 11255 28 EXCAVATION, CLASS 20, FOR ROMEO PIPE CULVERT 9064.1 1314 1301 1153 1153 5 206 £ 8.0 5 5 42033 5 - 5 00 2403-011228 STRICI13314L CONCRETE (000 CULVERT) CV 288.3 163 S (3- -7775500 2415-2111018 REI F00L6NG STEEL PRECAST CWCRFTE BOX CULVERT, 10 FT, X 30 LB 56167 154 31512- 92 1 155.5 23 24122231010 PRECAST CONERME B04 CULVERT STRAIQIT ENO SECTION. 10 FT. X 10 FT. EACH 3 1 H 225402 $ - $ - 24 25 -2100515 2416-2100018 00147S, 30130949, 15 IV. 740. ARMS, CO3CRE7E. 18 TN. DIA. 51101 636H 2 5266.5 S 12052 1.862 S 2000 5 - S - 26 27 416-0100024 7416-5105030 APRONS, CONCRETE, 24 IN. OLA. AMENS, COOUTE, 39 N, OE. EACH EACH 5 1300.0 5 15002 0 5200 5 3100 S - S - 28 29 2416-3150.016 2416-0118048 APRONS, (20007E, 36 IN. DIA. APRONS, CONCRETE, 48 IN. 004. EACH EKH S 18502 5 22502 $ 3.650 5 4.500 5 - 0 - 30 2416-1308054 977495, C20(E7E, 54 IN. 914. EACH S 3,1002 S 6200 0 - 31 2416-0100872 APR010, CONCRETE, 72 IN. DLA. EKH 5 8)040 $ 7.407 5 - 32 33 2416-0138318 2416.1186024 CULVERT. CONCRETE 467246CE PIPE, 18 M. 001. CULVERT, CONCRETE R106141 PIPE, 24 15. DLA. 1.5 211 55.0 4 620 5 1.595 $ 12260 5 - 5 - 34 2416-3120030 CULVERT, CONCRETE MACAW PIPE, 30 IN. DIA. LF 150 9 650 5 10220 5 - 36 7412111890 2416-1180054 CULVERT, 1575401E ROADWAY PIPE, 48 IN. DIA. 1411571. 10(0115 1040300 PIPE, 59 04. DTA.1325 L 410 125.0 21x0 0 31)50 S 22.020 5 - $ - 37 2416-1105572 CULVERT, CONCRETE ROADWAY PIPE. 72 IN. DIA. LF 178 3520 $ 53,400 $ - 38 39 2417-0225330 2417-1060035 021015, METAL. 30 IN. DIA. CULVERT. CORRUGATED PETAL NIAMEY PIPE, 30 22. (42. EER 1F 1 39 5 61.0 $ 05:0 $ 600 S 7.535 5 5 40 5-0130115 3747471.5777250910.501220,9205. EACH 5 5 5400.0 $ 5 23000 41 42 2435-5250100 2435-0250245 171737E, 55-501 INTAKE 544-502 60" EACH 3400 16 2 5 3002.0 $ -181,0 5 48006 S - 5 5 951 43 44 2435.5750500 2503-8114215 INTAKE, 5L-58542 STORM SEWER GRAVITY RASH, TRENCHED, REINFORCED CONCRETE EAM LF 3 1149 $ p $ 46,0 5 10400 5 51,703 5 - S PIPE (RT), 2160 (CLASS E2), 15 101,- 95 2503-0114236 54050 SEWER GRAVITY NAM, 104081ED, MINFMRED 175094E PIPE (RCP) 26060 (CLASS I113, 36 IN. lF 026 5 100.5 50 S - 5 - 46 2503-0200036 REMOVE 5TMH SEDER PIPE LESS THAN OR EQUAL 10 36 IN. LF 1446 13.0 $ 174755 $ - 47 48 25032250136 2584-0114012 RMMF STOW SPIER PIPE (ROGER THAN 36 IN. 5AITARY SEWER 1507077 PAIN, TRENCHED, PVC, 12 1N, 392 172 S 1002 5 9290 5 - S 0 33)05 49 50 2504-0114013 2594-5134012 SANITARY SE7ER MAVEN MAIN, TRENCHED. PVC, 18 M. SMITARY SF9ER 7731011 3270 4118 LASING 006, TRFNC470, PVC, 12 M.315 10 82 $ 1585 3552 5 - 5 - 9 12255 4 110250 51 25820134570 SANITARY SEER GRAVITY MAIN WITH CASING 1625, TRENCHED. PK, 18 Al. 337$ 5 5 5 263505 52 53 2566-4904000 2072.3200595 67242287E GAR NER E052045E5170FABRIC CY SI 536.4 444.3 3652 392.2 424.5 433.3 $ 155.0 S 4 5 30,445 $ 1,333 $ - 5 - 59 2507-6059591 540E74700, 01045 E TM 358 283.8 305.7 348.5 3468S 0 5 15394 4 - 55 2610.474S.D REMOVAL OF PAVEMENT 359242 $ 5.5 5 104,068 $ 57 2510-058770 2515.2405503 4000041 OF INTAKES A0 UTILITY ACCESSES 20IVEI614, P.C. 111C3ETE, 6 IN, EACH ST 121.4 5 500.5 060 5 9,61 6546 £ - 5 - 50 59 7512-0170855 2518.6091810 0115,30615 BARRICADE PER1A7E69 0040 CLOSURE, RURAL, 5I-181 3004 LF S 3)002 $ 51.0 605 529255 S S - 60 2518-4010600 SAFETY 110170E EACH 4 S 120.0 $ 480 $ - 61 62 2524-4365030 2523.6365214 REMOVE AND REINSTALL SIGN 45 PER PLAN REMOVE AND 741NSTALL MILEPOST MARKER EACH 5 2502 9 520 5 1205 5 104 5 - $ 63 2524-6765515 ROME AND RETN50ALL DELINEATOR POSTS EACH 27 5 50.0 5 1350 5 69 65 2524-9235222 2526-8259880 1020 60505 MR TYPE A OR 1 05005, 4" X 6" 1050014054 SURVEY LF LS 0.31 0.19 5 0 901005 5 1124 9 42300 1 $ 1400 66 25128945110 21440026 1300001 LS 0.11 0.19 5 422020 5 32,400 5 3200 67 68 5503-4040595 2552.0000145 NWIL32AT10N ROCK GXGIVATZM LS 0.81 392 0.13 495 4 7300020 25.9 4 186300 $ 9890 5 43700 1 12375 69 2552-4780220 06029 EOF 5206377 MATERIAL FIM 1119219,1312 CY 392 905 S 15.0 0 5,880 5 7,442 70 71 25542112012 554-0112016 LATER MAIN, T3ENC1ED, DIP, 12' 02002 0009, 00E023E0, DIP, 15" 2740 4495 20.0 5 200.0 $ - S - 1 191,000 1 095000 72 2590.5132212 MACER MAIN I1010 CAS/60 PIPE, TREWHED, DIP, 12" LF 39 S 3000 5 - 1 27200 73 4 2554-6443036 25402203593 NATER MASA NCIH CASING PIPE, TPINCHLESS, DIP, 16" FITTINGS 57 000000, DO LF CBS 219 11303 5 200.4 5 10.0 5 - $ - S 151340 5 114,030 75 76 2554.6206008 2514$177012 VA1VE, 020042111. DTP, 16" VALVE, 6410, DIP, 12" FA[H EACH b 4 5 3664 22502 5 - $ - 1 18600 $ 12600 77 25522215281 FIRE IMMO ASS01317. 161-201 34T31 12 $ 52062 5 - $ 68,400 78 79 2555-0280518 2.59200201320 DELIVER 8 54001077E SALVAGED 3710574L5 7594E01 114632834011 LS LS 0.21 0.19 50002 5 500050 $ 4 45200 5 501 5 9300 89 2599299011 5004720E 5174EIIAT105 AME 0.7 5 1300.0 $ 5,350 $ 81 82 2599-9999005 2599-9993005 3771934 TO E.151114 021L1. OR HANMDLF CORE DRELL VAULT 0R H 0004 EACH EACH 2 8 4 1.10.3 10110 5 5 W 5 SOW Sgo 83 2519-9998805 FIBER VAULT, SOAK EACH 4 4,063 $ 15604 44 85 259.9-9399.19 25929999609 BUNDLED 61 CT COO.. TRENCHED FIBER OPTIC CABLE LF LF 2962 5878 3218. 200 4.5 S 49140 S - $ 117260 5 13316 06 2599-999919 WATER MAIN, REMOVAL LF 2153 5.2 5 - 5 10,765 97 88 2501-2690350 -2542108 SPECIAL OEM CONTROL. 1,135 340015000 MAT i ABI121Iw CMP - 555021E AM FERTILIZING 50 ACRE 31 60.6 $ 152 6210 $ 4420 S 41 208 9 - $ - 83 2602-5050525 SILT FENCE 40 5115721.0 4 105410 $ - 98 91 e 26522008571 5410 PENCE 1R DITCH (NECKS REMOVAL OF 5011 FENCE OR SILT FENCE FOR DITCH CHECKS 1F 15 0950 27353 $ 7.5 $ 2.3 0 19800 S 8217 s - S 92 93 212-159191 212-11160 PAINT. 32 531T FENCE OR SILT FENCE DITCH CHECKS ROCK 016(0 4,14 1 15 5476 1828 $ 5 1002 S 1739 $ 122,506 S - 5 - 94 95 212-11170 212-159309 MAIM. OF ROCK HECK OAPS PERIMETER MO MOPE SEDIMENT CONTROL DEVICE, 9 16. DIA. EACH LF 174 420 55.4 25 8,745 5 1.264 9 - 5 - 06 212-471312 PERIMETER MD SLOPE 5E50E2 CONTROL DEVICE, 12 02, DTA, LF 21 750 $ - 97 212-5050320 PERIMETER 350 SLOPE 5E02E17 CONTROL DEVICE, 20 IN, OTA. LF 21 FS 940 $ - 98 99 212-591350 212-115010 REMOVAL OF PERIMETER AND SLOPE SEDIMENT 100I101 12-611E M47ILEATIO 5, EROSIDO CONTROL IF 810 410 506 $ - $ - 100 2602-5010510 MOBILIZATIONS, EMERGENCY 0905407 CONTROL EACH 1 9 1,0000 $ 1,000 $ 0 4, °4`, .F S uk�,9` i�'R ,`v+r �5 'L'+15"!kk,.i 7 °'kms`"I�t0 ,4` " G A«i`�10 ,"1~iea 437300 `1 AW RS5 6(� Et.A;�: �' +r .r6" 1 M�'S 10381.3 4 53610501 (101 CArcilgency INclud11 t S 9635359 5 2423 5 208086 4 181043 5 192208 5 203552 1 5500 6 110131 RuakY WroLel 7 329,04 4 9649296 73 205,021 5 2433183 State Total $ 5,543,855 57202 100 779.3 $ 288,086 511te SCO Div, 4 $ 281,043 Stare 1110 019. $ 101,500 Slate RCS OM $ 303,552 04040711 $ 9,437,183 2017-4-002_Dubuque Contract Funding Worksheet Rev; 05-21-07 EXHIBIT C Date: May 6, 2016 Letting Project Number; NHSX-032-1(38)-3H-31 Letting Date: 19 -Jul -16 Category Priority Funding Source Participation Percentage Limit STIP Item No. Project No. for Funding Source (if different from letting number) 1 1 DOT Federal Aid 80% none 60524 1 1 Primary Road Funding (PRF) 20% none 2 1 Surface Transportation Program (STP) 80% $ 2,000,000.00 60606 2 1 City of Dubuque Local Funding 20% none 2 2 City of Dubuque Local Funding 100% none 3 1 DOT Federal Aid 80% none 60524 3 1 Primary Road Funding (PRF) 20% none 4 1 City of Dubuque Local Funding 100% none Category Descriptions: Category 1= Division 1, DOT Federal -aid and PRF participating items (Roadway)/ DOT State PRF match funds Category 2 = Division 2, STP Federal -aid (DMAT) participating items / City of Dubuque Local match funds Category 3 = Divisions 3 Alt_ , 4AIt., 5Alt., 6Alt., DOT Federal -aid and PRF participating items (Culverts) / DOT State PRF match funds Category4 = Division 7, City of Dubuque Local Funds (Federal Non -Participating) Notes: 2017-4-002_Dubuque RESOLUTION NO. 394-16 RESOLUTION APPROVING THE PRECONSTRUCTION FUNDING AGREEMENT (AGREEMENT NO. 2017-4-002) BETWEEN THE CITY OF DUBUQUE AND IOWA DEPARTMENT OF TRANSPORTATION FOR THE SOUTHWEST ARTERIAL - US HIGHWAY 20 INTERCHANGE GRADING PROJECT WHEREAS, the Dubuque City Council, the Dubuque County Board of Supervisors, the Dubuque Metropolitan Area Transportation Study (DMATS), the Dubuque Area Chamber of Commerce and the Greater Dubuque Development Corporation have all identified the completion of the Southwest Arterial Project as the No. 1 surface transportation priority in the Dubuque area; and WHEREAS, the City of Dubuque (City) and Iowa Department of Transportation (Iowa DOT) desire to maintain and increase transportation infrastructure while improving safety for the motorist within the City of Dubuque and Dubuque County and acknowledge the mutual benefit to partner on the Southwest Arterial Project; and WHEREAS, the City and the Iowa DOT executed a Memorandum of Understanding (MOU) and a Transfer of Roadway Jurisdiction .(TOJ) for the completion of the Southwest Arterial project; and WHEREAS, the Iowa DOT and City, in joint cooperation propose to Transfer the Jurisdiction of the Southwest Arterial from the City to the Iowa DOT in exchange for the Transfer of Jurisdiction of the Northwest Arterial (Iowa 32), and portions of existing U.S. 52/Iowa 3 from the Iowa 32/John Deere Road intersection to the intersection of U.S. 61 in downtown Dubuque, from the State to the City, after the Southwest Arterial is completed and open to traffic; and WHEREAS, as part of the Southwest Arterial project, there will be a new interchange constructed near the existing US20 - Seippel Road intersection which will connect directly to Seippel Road and provide an overpass bridge over the top of US Highway 20; and WHEREAS, the Southwest Arterial - US20 Interchange Grading project will provide for the complete grading of the interchange between Seippel Road and English Mill Road, including entry and exit ramps, and grading for a public access frontage road connection Stone Valley Drive; and WHEREAS, the City was responsible for the design and property acquisition for the Southwest Arterial - US Highway 20 Interchange Grading project. The Iowa DOT is responsible for the costs associated with the construction and completion of the Southwest Arterial - US Highway 20 Interchange Grading project; and WHEREAS, following the Transfer of Jurisdiction after the Southwest Arterial is completed and open to traffic, the public access frontage road to Stone Valley Drive will become a local public City street; and WHEREAS, in accordance with the provisions of Iowa Administrative Code, the City is responsible for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project; and WHEREAS, per the terms and conditions of the Cooperative Preconstruction Agreement, the City will be responsible for the following utility related costs: • 100% of the cost for sanitary sewer relocation, modification, or adjustments. • 100% of the cost for storm sewer relocation, modification, adjustments. • 100% of the cost for water main relocation, modification, or adjustments. • Share of the cost for traffic operations conduit, vaults, fiber optics. • 100% of the cost for salvaging traffic control equipment. • 19% of the cost for mobilization. • 19% of the cost for project management. • 19% of the cost for traffic control. • 19% of the cost for construction survey. WHEREAS, the estimate of probable cost for the City's cost share associated with the relocation, modification or adjustment of public utilities that are impacted by the project is summarized as follows: WHEREAS, the anticipated funding for the project summary is as follows: CIP No. <'Estimate r ._Bid Award Sanitary Sewer Relocation, Modification, Adjustment $ 528,249 $ 239,148 Storm Sewer Relocation, Modification, Adjustment 11,047 11,864 Watermain Relocation, Modification, Adjustment 1,722,196 867,081 Traffic Signal Modifications 175,691 94,416 2,373 Total Project Cost - City Share $ 2.437.183 $ 1.212.509 WHEREAS, the anticipated funding for the project summary is as follows: CIP No. Fund Description . Estimate . ; Bid Award DMATS STP Funds $ 1,949,746 $ 970,007 710 2670 SW Arterial - US20 Interchange Grading Utility Relocation (Sanitary Const Fund) 105,650 47,830 720 2670 SW Arterial - US20 Interchange Grading Utility Relocation (Stormwater Const Fund) 2,209 2,373 740 2594 SW Arterial - Water Main Extension (Water Const Fund) 344,439 173,416 300 1011 Traffic Signalization Program 35,138 18,883 Total Project Funding - City Share $ 2,437.183 $ 1,212,509 NOW, THEREFORE, IT IS AGREED BY AND BETWEEN THE PARTIES AS FOLLOWS: SECTION 1.City of Dubuque and the Iowa Department of Transportation hereby agree to partner on the Southwest Arterial Project. SECTION 2. Whereas, the Iowa DOT and City, in joint cooperation propose to construct the Southwest Arterial - US Highway 20 Interchange Grading project, Iowa DOT Project No. NHSX-032-1 (38)--3H-31. SECTION 3. Whereas, in accordance with the provisions of Iowa Administrative Code, the City is responsible for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project. SECTION 4. Whereas, the City hereby agrees to reimburse the Iowa DOT for all costs associated with the relocation, modification or adjustment of the City's public utilities that are impacted by the project. SECTION 5. The Mayor is hereby authorized to execute the Preconstruction Funding Agreement (Agreement No. 2017-4-002), between the City of Dubuque and the Iowa Department of Transportation for the Southwest Arterial - US Highway 20 Interchange Grading project. Passed, approved and adopted this 21st day of November, 291 6. Attest: KeviL, Firnstahl, Cit erk Roy D. Buol, Mayor Y:\PROJECTS\SOUTHWEST ARTERIAL\Interchange - US20 Grading (38)1Funding Agreement CERTIFICATE of the CITY CLERK STATE OF IOWA ) ) SS: COUNTY OF DUBUQUE ) I, Kevin S. Firnstahl, do hereby certify that I am the duly appointed, qualified, City Clerk of the City of Dubuque, Iowa, in the County aforesaid, and as such City Clerk, I have in my possession or have access to the records of the proceedings of the City Council. I do further state that the hereto attached Resolution No. 394-16 is a true and correct copy of the original. In Testimony Whereof, I hereunto set my hand and official seal of the City of Dubuque, Iowa. Dated at Dubuque, Iowa, on this 22nd day of November, 2016. Kevin Firnstah), " " City Clerk (SEAL)