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HomeMy WebLinkAboutBUTLER BRIDGE PEDESTRIAN TRAIL PROJECT/2011BUTLER BRIDGE PEDESTRIAN TRAIL PROJECT/2011 - fes- ! TC,; I I i lzY br:d�2 s u a /!- 39 QLA-+7pr'PZ ir: -/,e i�;o of r� resp i5- Fez - e.�Qs$aY_�ir Cnns�ru.c�oi-, fDj,?- /t.-, rr� `iti.e S4- 8c.�-Ne.a- �r',<ioa �.QS`-�r�czr� 0 ✓ q f -L Cu -j 4 C; cler to &44 i mrt 99t S -r a- 5a i — � / � (0. � 0. . MQ ,.7Z' C£1S"� � /' 7'�� � J1A04/1 M.2✓l, /651--?d-5a-- v /4,9 5 c' of c lr e adz A, + Con r sF 4jvo �- St -P- / 651 - 70— l'�2A r. L+:.^ i1- `•'+� F et �J Ac.c S c o s %:d 1 d;Y ^„y C';-1 Cl,r.-Y e s�, �td�ae, l :se•�e X n i mrt 99t %:d 1 d;Y ^„y C';-1 Cl,r.-Y e s�, �td�ae, l :se•�e X n LZ`5-_oL_-115`?)--�:(ic�r-r) d sJ I: e foJ g Prepared by: Brian Boelk, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5437 RESOLUTION NO. 11-39 RESOLUTION AUTHORIZING THE ACQUISITION OF PROPERTY INTERESTS NECESSARY FOR CONSTRUCTION OF THE BUTLER BRIDGE PEDESTRIAN TRAIL PROJECT. WHEREAS, the City of Iowa City desires to construct the Butler Bridge Pedestrian Trail Project ("Project') which includes the construction of a new wide sidewalk and a separated bridge crossing over the Iowa River along Dubuque Street; and WHEREAS, the City Council has determined that construction for the Project is a valid public purpose under State and Federal law, and has further determined that acquisition of certain property rights is necessary to construct, operate and maintain the proposed project; and WHEREAS, the City staff has determined the location of the proposed Project; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City; and WHEREAS, funds for this project are available in the Butler Bridge Pedestrian Trail account #4217. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The City Council finds that it is in the public interest to acquire property rights by warranty deed, quit -claim deed, and/or easement for the construction of the Butler Bridge Pedestrian Trail Project ("Project') which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of aid property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under sate and federal law. 2. The City Manager or designee is hereby authorized and directed to negotiate the purchase of property rights by warranty deed, quit -claim deed and /or easement for the construction, operation and maintenance of the Project. The City Manager or designee is authorized to sign purchase agreements for the purchase of property and/or easements, and offers to purchase property and/or easements. 3. The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of City, an amount the City believes to be just compensation for the property to be acquired, and to make an offer to purchase the property for the established fair market value. 4. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized to execute and attest easement agreements and agreements in lieu of -Resolution No. 11-39 Page 2 condemnation. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 5. In the event the necessary property rights for the Project cannot be acquired by negotiation, the City Attorney is hereby authorized and directed to initiate condemnation proceedings for acquisition of any and all property rights necessary to fulfill the functions of the Project, as provided by law. Passed and approved this 1st day of February, 2011. Approved by: ATTEST: CITY -CLERK City Attorney's Office Resolution No. 11-39 Page 3 It was moved by Wilburn and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: wpdata/glossary/resolution-Ic.doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright Prepared by: Brian Boelk, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5437 RESOLUTION NO. 11-54 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST AN IOWA DEPARTMENT OF TRANSPORTATION FUNDING AGREEMENT FOR THE BUTLER BRIDGE PEDESTRIAN TRAIL PROJECT STP -U-3715(651)--70-52. WHEREAS, the City of Iowa City, Iowa has negotiated an agreement with the Iowa Department of Transportation, said agreement being attached to this Resolution and by this reference made a part hereof; and WHEREAS, the City Council deems it in the public interest to enter into said agreement with the Iowa Department of Transportation for STP project STP -U-3715(651)--70-52 for the construction of a new wide sidewalk and a separated bridge crossing over the Iowa River along Dubuque Street; and WHEREAS, funds for this project are available in the Butler Bridge Pedestrian Trail account #4217. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. It is in the public interest to enter into the above-mentioned agreement, and the agreement is hereby approved as to form and content. 2. The Mayor is authorized to sign and the City Clerk to attest the agreement in duplicate between the City of Iowa City and the Iowa Department of Transportation. Passed and approved this 15th day of February, 2011. ATTEST: T City Clerk Approved by: City Attorney's Resolution No. 11-54 Page 2 It was moved by Wilburn and seconded by adopted, and upon roll call there were: AYES: wpdaWglossary/resolution-ic.doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright the Resolution be November 2008 IOWA DEPARTMENT OF TRANSPORTATION Federal -aid Agreement for a Surface Transportation Program Project Recipient: Iowa City Project No.: STP -U-3715(651)--70-52 Iowa DOT Agreement No.: 6-10-STPU-34 This is an agreement between the city of Iowa City, Iowa (hereinafter referred to as the Recipient) and the Iowa Department of Transportation (hereinafter referred to as the Department). Iowa Code Sections 306A.7 and 307.44 provide for the Recipient and the Department to enter into agreements with each other for the purpose of financing transportation improvement projects on streets and highways in Iowa with Federal funds. Federal regulations require Federal funds to be administered by the Department. The Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU), Public Law 109-59, as amended by the SAFETEA-LU Technical Corrections Act, Public Law 110-244, reestablished the Surface Transportation Program (STP), now codified at Section 133(b) of Title 23, United States Code (U.S.C.). This program makes Federal funds available for construction, reconstruction, rehabilitation, resurfacing, restoration and operational or safety improvement projects on highways, bridges on any public road, and several other types of projects, as specified in 23 U.S.C. 133(b). Funding for highways is limited to Federal -aid highways, except that up to 15 percent of a State's sub -allocation of STP funds for areas with less than 5,000 population may be used for projects on rural minor collectors. Federal -aid highways include all Federal Functional Classifications, except for rural minor collectors or local roads. Pursuant to the terms of this agreement, applicable statutes, and administrative rules, the Department agrees to provide STP funding to the Recipient for the authorized and approved costs for eligible items associated with the project. Under this agreement, the parties further agree as follows: 1. The Recipient shall be the lead local governmental agency for carrying out the provisions of this agreement. 2. All notices required under this agreement shall be made in writing to the appropriate contact person. The Department's contact person will be the District 6 Local Systems Engineer. The Recipient's contact person shall be the City Engineer, or their designated representative. 3. The Recipient shall be responsible for the development and completion of the following described STP project: PCC trail along Dubuque Street, beginning at the Waterworks Prairie Park trail head, just south of the bridge over the Iowa River, to just north of Quarry Road. Includes widening the bridge over the Iowa River to accommodate the trail. 4. Eligible project activities will be limited to the following: construction, engineering, inspection, and right-of-way acquisition. Under certain circumstances, eligible activities may also include utility relocation or railroad work that is required for construction of the project. 5. The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities from STP funds. The portion of the project costs reimbursed by STP funds shall be limited to a maximum of either 80 percent of eligible costs or the amount stipulated in the Johnson County Council of Governments current Transportation Improvement Program (TIP) and approved in the current Statewide Transportation Improvement Program (STIP), whichever is less. 6. If the project described in Section 3. drops out of the Johnson County Council of Governments current TIP or the approved current STIP prior to obligation of Federal funds, and the Recipient fails to reprogram the project in the appropriate TIP and STIP within 3 years, this agreement shall become null and void. STP Project Agreement Page 2 7. If any part of this agreement is found to be void and unenforceable, the remaining provisions of this agreement shall remain in effect. S. It is the intent of both parties that no third party beneficiaries be created by this agreement. 9. This agreement shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same agreement. 10. This agreement and the attached Exhibit 1 constitute the entire agreement between the Department and the Recipient concerning this project. Representations made before the signing of this agreement are not binding, and neither party has relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement shall be made in the form of an addendum to this agreement. The addendum shall become effective only upon written approval of the Department and the Recipient. IN WITNESS WHEREOF, each of the parties hereto has executed this agreement as of the date shown opposite its signature below. /] City Signature Block (City Projects Only) By Date _ _ February 15 20 11 Matthew J. Hayek Mayor Title of city official I, Marian K. Karr certify that I am the City Clerk of Iowa City, and that Matthew J. Hayek who signed said Agreement for and on behalf of the city was duly authorized to execute the same by virtue of a formal resolution duly passed and adopted by the city on the 15th day of February 20 11 Signed f �yrJ 9f - G JiJ Date February 15 120 11 City Clerk of Iowa City, Iowa IOWA DEPARTMENT OF TRANSPORTATION Highway Division Date , 20 Kent L. Ellis, P.E. Local Systems Engineer District 6 November 2008 EXHIBIT 1 General Agreement Provisions for use of Federal Highway Funds on Non -primary Highways 1. General Requirements. a. The Recipient shall take the necessary actions to comply with applicable State and Federal laws and regulations. To assist the Recipient, the Department has provided guidance in the Federal -aid Project Development Guide (Guide) and the Instructional Memorandums to Local Public Agencies (I.M.$) that are referenced by the Guide. Both are available on-line at: http://www.iowadot.gov/local_ systems/ publications/im/lpa_ims.htm. The Recipient shall follow the applicable procedures and guidelines contained in the Guide and I.M.s in effect at the time project activities are conducted. b. In accordance with Title VI of the Civil Rights Act of 1964 and associated subsequent nondiscrimination laws, regulations, and executive orders, the Recipient shall not discriminate against any person on the basis of race, color, national origin, sex, age, or disability. In accordance with Iowa Code Chapter 216, the Recipient shall not discriminate against any person on the basis of race, color, creed, age, sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability. c. The Recipient shall comply with the requirements of Title II of the Americans with Disabilities Act of 1990 (ADA), Section 504 of the Rehabilitation Act of 1973 (Section 504), and the associated Federal regulations that implement these laws. When pedestrian facilities are constructed, reconstructed, or altered, the Recipient shall make such facilities compliant with the ADA and Section 504. Pedestrian facilities include facilities that are designed for pedestrian use, such as pedestrian signals and push buttons, sidewalks, multi- use trails, curb ramps, and the street surface in the pedestrian crossing area. Alterations are changes to the structure, grade, function, or use of the pedestrian facility, and include such activities as: full depth pavement replacement, widening, resurfacing, signal installation, pedestrian signal installation, and other projects of similar scale and effect. In addition, by signing this agreement, if the Recipient has 60 or more employees, it certifies one of the following: it has provided ADA compliant curb ramps at all intersections of sidewalks with public streets under its jurisdiction; it has a transition plan that meets the requirements of 28 CFR 35.150(d), including provisions for installation of curb ramps at all intersections of sidewalks with public streets under its jurisdiction; or it is working to develop such a transition plan. If the Recipient does not have a transition plan or its transition plan does not include curb ramps, the Recipient shall prepare or modify its transition plan to include curb ramps in accordance with I.M. 1.080, ADA Requirements. d. The Recipient agrees to indemnify, defend, and hold the Department harmless from any action or liability arising out of the design, construction, maintenance, placement of traffic control devices, inspection, or use of this project. This agreement to indemnify, defend, and hold harmless applies to all aspects of the Department's application review and approval process, plan and construction reviews, and funding participation. e. In case of dispute concerning the terms of this agreement, the parties shall submit the matter to arbitration pursuant to Iowa Code Chapter 679A. Either party has the right to submit the matter to arbitration after 10 days notice to the other party of their intent to seek arbitration. The written notice shall include a precise statement of the dispute. The Department and the Recipient agree to be bound by the decision of the appointed arbitrator. Neither party may seek any remedy with the State or Federal courts absent exhaustion of the provisions of this paragraph The Office of Management and Budget (OMB) Circular A-133 requires the Department to inform the Recipient of the appropriate Catalog of Federal Domestic Assistance (CFDA) number and title to be used on the Schedule of Expenditures of Federal Awards (SEFA) that is required by OMB Circular A-133. CFDA #20.206 and title, "Highway Planning and Construction" shall be used for the Federal funds awarded for this project. If the Recipient will pay initial project costs and request reimbursement from the Department, the Recipient shall report this project on its SEFA. If the Department will pay initial project costs and then credit those accounts from which initial costs were paid, the Department will report this project on its SEFA. In this case, the Recipient shall not report this project on its SEFA. 2. Federal Authorization. a. The Recipient shall be responsible for including the project in the appropriate Regional Planning Affiliation (RPA) or Metropolitan Planning Organization (MPO) Transportation Improvement Program (TIP). The Recipient shall also ensure that the appropriate RPA or MPO, through their TIP submittal to the Department, Exhibit 1 Page 2 includes the project in the Statewide Transportation Improvement Program (STIP). If the project is not included in the appropriate fiscal year of the STIP, Federal funds cannot be authorized. b. Before beginning any work for which Federal funding reimbursement will be requested, the Recipient shall contact the Department to obtain the procedures necessary to secure FHWA authorization. The Recipient shall submit a written request for FHWA authorization to the Department. After reviewing the Recipient's request, the Department will forward the request to the FHWA for authorization and obligation of Federal funds. The Department will notify the Recipient when FHWA authorization is obtained. The cost of work performed prior to FHWA authorization will not be reimbursed with Federal funds. 3. In -House Services. a. If Federal funding is requested for in-house services, the Recipient shall follow the procedure outlined in I.M. 3.310, Federal -aid Participation in In -House Services. If the Recipient desires to claim indirect costs under Federal awards, the Recipient shall prepare an indirect cost rate proposal and related documentation in accordance with the requirements of 2 CFR 225. Before incurring costs for in-house services, such an indirect cost rate proposal shall be certified by the FHWA or the Federal agency providing the largest amount of Federal funds to the Recipient. 4. Consultant Services a. If the Recipient requests Federal funds for consultant services, the Recipient and the Consultant shall prepare a contract for consultant services in accordance with Title 23, Code of Federal Regulations, Part 172 - Administration of Negotiated Contracts (23 CFR 172). These regulations require a qualifications -based selection process. The Recipient shall follow the procedures for selecting and using consultants outlined in I.M. 3.305, Federal -aid Participation in Consultant Costs. b. If preliminary engineering is Federally funded, and if the "do nothing" alternate is not selected, and if right-of- way acquisition for or actual construction of the road is not started by the close of the tenth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay to the Department an amount equal to the amount of Federal funds made available for such engineering. 5. Environmental Requirements and other Agreements or Permits. a. The Recipient shall take the appropriate actions and prepare the necessary documents to fulfill the FHWA requirements for project environmental studies including historical/cultural reviews and location approval. The Recipient shall complete any mitigation agreed upon in the FHWA approval document. b. If farmland is to be acquired, whether for use as project right-of-way or permanent easement, the Recipient shall submit the U.S.. Department of Agriculture Farmland Conversion Impact Rating form, when required, to the U.S. Natural Resources Conservation Service (NRCS). c. The Recipient shall obtain agreements, as needed, from railroad and utility companies; and shall obtain project permits and approvals, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S. Coast Guard, U.S. Army Corps of Engineers, the Department, etc. d. The Recipient shall comply with the Policy for Accommodating Utilities on City and County Federal -aid Highway Right of Way, and the Policy for Accommodating Utilities on Primary Road System when on State's right of way. Certain utility relocation, alteration, adjustment, or removal costs to the Recipient for the project may be eligible for Federal funding reimbursement. If the Recipient desires Federal reimbursement of these costs, it shall submit a request for FHWA Authorization prior to beginning any utility relocation work, in accordance with the procedures outlined in I.M. 3.650, Federal -aid Participation in Utility Relocations e. In all contracts entered into by the Recipient, and all subcontracts, in connection with this project that exceed $100,000, the Recipient shall comply with the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act, and all their regulations and guidelines. In such contracts, the Recipient shall stipulate that any facility to be utilized in performance of or to benefit from this agreement is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities or is under consideration to be listed. Exhibit 1 Page 3 6. Right -of -Way. a. The Recipient shall acquire the project right-of-way, whether by lease, easement, or fee title, and shall provide relocation assistance benefits and payments in accordance with the procedures set forth in I.M. 3.605, Right -of -Way Acquisition, and the Department's Office of Right of Way Local Public Agency Manual. The Recipient shall contact the Department for assistance, as necessary, to ensure compliance with the required procedures, even if no Federal funds are used for right-of-way activities. The Recipient shall obtain environmental concurrence before acquiring any needed right-of-way. With prior approval, hardship and protective buying is possible. If the Recipient requests Federal funding for right-of-way acquisition, the Recipient shall also obtain FHWA authorization before purchasing any needed right-of-way. b. If the project right-of-way is Federally funded and if the actual construction is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay the sum or sums of Federal funds in the right-of-way to the Department. 7. Letting the Project. a. The project plans, specifications, and project cost estimate (PS&E) shall be prepared and certified by a Professional Engineer licensed in the State of Iowa. The Recipient shall submit the plans, specifications, and other contract documents to the Department for review and approval to let the project. b. The project shall be constructed under the Department's Standard Specifications for Highway and Bridge Construction. Prior to their use in the PS&E, specifications developed by the Recipient for individual construction items shall be approved by the Department. c. The Recipient shall forward a completed Project Development Certification (Form 730002) and final PS&E to the Department. As a condition for the Department to let the project, the Recipient agrees that the Recipient has the financial resources to proceed with the project if bids submitted are 110% of the project cost estimate or less. If the Recipient is a city, the Recipient shall comply with the public hearing requirements of the Iowa Code section 26.12. d. If the project is to be accomplished via a contract awarded by competitive bidding, the project will be let by the Department in accordance with its normal letting procedures. After bids are received and reviewed, the Department will furnish the Recipient with a tabulation of responsive bids. e. When let by the Department, the Department will prepare an Iowa DOT Staff Action identifying the lowest responsive bidder. The Department will mail three originals of the unexecuted contract to the Recipient. f. The Recipient shall take action to award a contract to the lowest responsive bidder or reject all bids. Following award of a contract, the Recipient shall forward to the Department two copies of the fully executed contract, two copies of the performance bond, and two copies of the certificate of insurance. 8. Construction. a. Traffic control devices, signing, or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" per 761 IAC Chapter 130. The safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades, signs, flood lighting, and warning lights as necessary. b. If Federal funding is requested for construction performed by local agency forces, the Recipient will follow the procedures outlined in I.M. 3.810, Federal -aid Construction by Local Agency Forces. c. The Recipient shall comply with the procedures and responsibilities for materials testing according to Department's Material I.M.s. The Department will bill the Recipient for testing services according to its normal policy. The Recipient should use the Department's Construction Manual as a guide for conducting other construction inspection activities. Exhibit 1 Page 4 9. Payments. a. After costs have been incurred, the Recipient may submit to the Department periodic itemized claims for reimbursement for eligible project costs. Reimbursement claims shall include certification that all eligible project costs, for which reimbursement is requested, have been paid in full and completed in substantial compliance with the terms of this agreement. b. The Department will reimburse the Recipient for properly documented and certified claims for eligible project costs, less a withholding of 5% of the Federal and / or State share of construction costs. Reimbursement will be made either by State warrant or by crediting other accounts from which payment was initially made. If, upon final audit or review, the Department determines the Recipient has been overpaid, the Recipient shall reimburse the overpaid amount to the Department. After the final audit or review is complete and after the Recipient has provided all required paperwork, the Department will release the Federal or State funds withheld. c. The total funds collected by the Recipient for this project shall not exceed the total project costs. The total funds collected shall include any Federal or State funds received, and any special assessments made by the Recipient (exclusive of any associated interest or penalties), pursuant to Iowa Code Chapter 384 (cities) or Chapter 311 (counties). The total project costs shall include all costs that can be directly attributed to the project. In the event that the total funds collected by the Recipient does exceed the total project costs, the Recipient shall either: 1) refund to the assessed property owners the excess special assessments collected (including interest and penalties associated with the amount of the excess), or 2) refund to the Department all funds collected in excess of the total project costs (including interest and penalties associated with the amount of the excess).within 60 days of the receipt of any excess funds. In return, the Department will either credit reimbursement billings to the FHWA or credit the appropriate State fund account in the amount of refunds received from the Recipient. 10. Project Close-out. a. Upon completion of the project, a Professional Engineer licensed in the State of Iowa shall certify in writing to the Department that the project was completed in substantial compliance with the plans and specifications set out in this agreement. Final reimbursement of Federal funds shall be made only after the Department accepts the project as complete. b. The Recipient shall maintain all books, documents, papers, accounting records, reports, and other evidence pertaining to costs incurred for the project. The Recipient shall also make these materials available at all reasonable times for inspection by the Department, FHWA, or any authorized representatives of the Federal Government. Copies of these materials shall be furnished by the Recipient if requested. Such documents shall be retained for at least 3 years from the date of FHWA approval of the final amendment / modification to the project in the FHWA's Fiscal Management Information System (FMIS). Upon receipt of such approval by FHWA, the Department will notify the Recipient of the record retention date. c. The Recipient shall maintain, or cause to be maintained, the completed improvement in a manner acceptable to the Department and the FHWA. ENGINEER'S ESTIMATE May 17, 2011 City Clerk City of Iowa City, Iowa ,r mq CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa S2240-1826 (319) 356-S000 (319) 356-SO09 FAX www.icgov.org Re: Butler Bridge Pedestrian Trail Project - STP -U-3715(651)--70-52 Dear City Clerk: The estimate for this project is $1,007,037.00. Sincerely, �-2'x�l? A,,-- Ronald , Ronald R. Knoche, P.E. City Engineer ES C-) = s -� e— =tr) -t 7 =gym o � r 3> o 0 l N F o N Z04 Z N J 0— N I 0 I I In LO v L0 I I CL I— V) VICINITY MAP OF IOWA N.T.S. rJ R -6W 33 PROJECT LOCATION T . uissax P1 wa�wapa so E rvsmg � tf 8 w WWI 4 FHWA STRUCTURE #204951 _ LOCATION MAP 105-1 N.T.S. DIV. MILEAGE SUMMARY 105-1 9-27-94 DIV. LOCATION LIN. FT. MILES I STA. 5+31.23 TO STA. 18+66.49 1 1335.26 0.25 CITY OF IOWA CITY IOWA DEPARTMENT OF ® TRANSPORTATION HIGHWAY DIVISION PLANS OF PROPOSED IMPROVEMENTS ON THE URBAN ROAD SYSTEM CITY OF IOWA CITY JOHNSON COUNTY STP -U-3715(651)--70-52 DUBUQUE STREET OVER THE IOWA RIVER P.C.C. SIDEWALK/TRAIL THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2009, PLUS THE GENERAL SUPPLEMENTAL SPECIFICATIONS AND APPLICABLE SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, AND SPECIAL PROVISIONS, SHALL APPLY TO THE CONSTRUCTION ON THIS PROJECT. N-20-10 291-1 This projeot shall a conslmcted m accordance MM the require., of U.S. Any Caps of Engineers Nationwide Pend 42, Permit No. CEMVR-OD-P-2011-31. A copy of his permit is available from the Iowa DOT Office of Contracts upon request The U.S. Any Corps of Engineers reserves the right to visit the site without prior notice. THIS PROJECT IS COVERED BY IOWA DNR SOVEREIGN LANDS CONSTRUCTION PERMIT NO. 11-018 STANDARD ROAD PLANS IDs a 103 STANDARD DATE IREVISION NO BA -401 04-20-10 TITLE SHEET EC -103 04-20-10 NOTES AND ALIGNMENT DATA EC -201 04-20-10 SOIL BORINGS MI -220 04-19-11 2 RF -19C 10-19-10 15 RF -19E 10-20-09 14 RK -19A 04-19-11 17 RK -19C 04-19-11 17 SW -512 10-20-09 1 SW -6D4 10-20-09 1 TC -81 04-20-10 1 TC -212 10-16-07 1 x'an'"9`�`e'•`�N THIS ENGINEERING DOCUMENT'rT qq ee aoaRrtwawa ti - 160 Holiday Road IS RECOMMENDED FOR FILING g Coralville. Iowa 52241 WITH THE CITY CLERK. yQg: ALL DOT STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION WORK OF THIS PROJECT. THE ABOVE DETAILS ARE BROUGHT TO THE CONTRACTOR'S ATTENTION. THIS PROJECT IS COVERED BY IOWA DNR/JOHNSON COUNTY FLOODPLAIN CONSTRUCTION PERMIT NO. 2011-002 VALUE ENGINEERING SAVES, REFER TO ARTICLE 1105.15 OF THE SPECIFICATIONS. TOTAL SHEETS 49 PROJECT NUMBER STP -U-3715(651)--70-52 R.O.W. PROJECT NUMBER PROJECT IDENTIFICATION NUMBER REVISED DESIGN NO. I FILE NO. I JOHNSON COUNTY N O C C7 INDEX OF SHEETS 103 SHEET NO. DESCRIPTION A.01 TITLE SHEET II - A02 NOTES AND ALIGNMENT DATA ROBERT W. A03 -A05 SOIL BORINGS B.01 - 8.02 TYPICAL SECTIONS C.01 - C.03 BID ITEM REFERENCE INFORMATION - D.01 - D.03 PLAN AND PROFILE riygorirOWPe�o.�. J.01 - J.05 TRAFFIC CONTROL P.01 PAVEMENT MARKINGS OWEST, KEVIN HEEREN,319-399-740 0.01-0.02 DETAILS MEDIACOM. WIN DR1S 319-351-0408 V.01 - V.22 BRIDGE PLANS Shoemaker.. Haaland W.01 - W.05 I CROSS SECTIONS ^ooEsS�ori DESIGN NO. I FILE NO. I JOHNSON COUNTY N O C C7 = e`�ESSI rQnyai C-)-< J II - 7<r– M -D ROBERT W. a TOBIN 12404 �? O - riygorirOWPe�o.�. UTILITY CONTACTS MIDAMERICAN, DON MASTON, 319-341-4461 OWEST, KEVIN HEEREN,319-399-740 MEDIACOM. WIN DR1S 319-351-0408 Shoemaker.. Haaland ^ooEsS�ori cITY OF IOWA CITY x'an'"9`�`e'•`�N THIS ENGINEERING DOCUMENT'rT qq ee aoaRrtwawa ti - 160 Holiday Road IS RECOMMENDED FOR FILING g Coralville. Iowa 52241 WITH THE CITY CLERK. '`�� S Phone: 319.351 J 150 y �r�orrirrr�P1•'x""" F.319.337.6792 �29/QO// C11Y ENONFF.R DATE DESIGN NO. I FILE NO. I JOHNSON COUNTY N O C C7 = C-)-< J II - 7<r– M -D 1 l 1 a O I hereby certify had this a,i,Wi , dowmeat was prepared by me or under my direct eupeNdan and that I am a ddy Ucomed Prale sordd Engineer under the laee of the Stab of Iowa. Robert W. Tobin Uc. W. 12404 Date My Rcanee ranewd date le December 31, 2011 Pape or eheete waved by his sed: &01 Y 1i 101-W. 0.01-01 101 M P.M. Q.Qd . 1.01-05 I h certify Mat MM erglneerinq tlocumont was prapaetl by a oder my d eupe an Mat I am a tldy Llcmeed 0 and Enq oder he lawe of he SS a of Iowa. �i ll Robert A emg U . No. 11001 My Ilcanee rmewd dab le D.be 31, 2012. Pagaa or he•b covered by Mh teal: V.OI-V.22 PROJECT NO. STP—U-3715(651)--70PROJECT NO. STP—U-3715(651)--70-52ISHEET NUMBER: A.0INUMBER: A.01 TH PROJECT DESCRIPTION: THIS PROJECT INCLUDES THE ADDITION OF A PEDESTRIAN BRIDGE TO THE EXISTING BUTLER BRIDGE ON DUBUQUE STREET OVER THE IOWA RIVER AND CONNECTIONS TO EXISTING TRAILS/SIDEWALKS ON EACH END. MAINTENANCE TO THE EXISTING BRIDGE WALL ALSO BE PERFORMED INCLUDING BRIDGE APPROACH SLAB REPLACEMENT AND EXPANSION JOINT REPLACEMENT. PROTECTED. FROM A METHODS ONE PARKING BAY WIT IN THE WATERWORKS PRAIRIE PARK TRAIL HEAD AREA WILL BE AVAILABLE FOR STAGING (SEE SHEET D.01 FOR LOCATION). THE CONTRACTOR SHALL PROVIDE THE OWNER WITH 72 HOURS ADVANCED NOTICE PRIOR TO UTILIZING THE STAGING AREA SO THAT THE PARKING STALLS CAN BE CLOSED. STAGING OF MATERIALS AND CONSTRUCTION EQUIPMENT OUTSIDE OF THE DESIGNATED STAGING AREA WILL NOT BE ALLOWED. EMBANKMENT CONSTRUCTION NOTES: 1. FILL MATERIAL SHALL BE LOW PLASTICITY COHESIVE SOILS WITH A LIQUID LIMIT LESS THAN 45 AND A PLASTIC INDEX LESS THAN 23. 2. EMBANKMENT FILL MATERIALS SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT BETWEEN 2X ABOVE k 2% BELOW OPTIMUM. 3. TOPSOIL, VEGETATION, POORLY COMPACTED FILL MATERIALS AND ANY OTHERWISE UNSUITABLE MATERIALS SHOULD BE REMOVED FROM THE CONSTRUCTION AREA. 4. PRIOR TO PLACING OF EMBANKMENT SUBGRADE SHALL BE PROOF ROLLED WITH A TANDEM AXLE DUMP TRUCK. CUTTING OF BENCHES MAY BE REQUIRED FOR PROOF ROLL 5. EMBANKMENT SHALL BE BENCHED INTO EXISTING SIDE SLOPE. BENCHES SHALL HAVE A MINIMUM VERTICAL FACE HEIGHT OF 1' AND A MAXIMUM VERTICAL FACE OF S. SURVEY CONTROL POINTS POINT NUMBER NORTHING Horizontal Trail Alignment ELEVATION DESCRIPTION 2 Number Bearing Length Chord Length Radius Line/Chord Azimuth Delta Angle Start Station End Station Start Point End Point Tangent P1 Station L1 N4' 26' 191E 96.070 5 4' 26' 19' 2173826.00 5+00.00 5+96.07 N622778.805 - E2173663.776 N622874.5870 - E2173671.21J1 217355510 Cl N10' 16' 19 E 20. J62 20.327 100.000 10' 16' 19' 1140'00' 5+96.07 6+16.4,3 N622874.587 - E2173671.21J N622894.5885 - E217J674.8378 10.217 6+06.29 L2 N16' 06' 191E 35.903 FIBER OPTIC BOX 16' 06' 19' UNDERGROUND ELECTRIC 6+16.43 6+52.34 N622694.588 - E2173674.836 N622929 082J - E2173684.7974 m C2 N11' 42' 507E 15.328 15.313 100.000 11' 42' 50' 84657" 6+52J4 6+6766 N622929.082 - E2173684.797 N622944.0768 - E217J687.9064 7.679 6+60.01 L3 N7' 19' 221E 446.8J7 SURVEY BENCHMARK 7' 19' 22' GAS METER 6+67.66 11+14.50 N622944.077 - E217368Z906 N623387.2591 - E2173744.8595 o CJ N2'24' 411E 1Z14J 12122 100.000 2' 24' 41' 94921' 11+14.50 11+31.64 N62JJ87269 - E217J744.859 N623404.3764 - E2173745.5799 8.593 11+23.09 L4 N2'29' 59"W J6.941 357' 30' 01' SIGN 11+J1.64 11+68.58 N62J404.J76 - E2173745.580 N623441.2819 - E21737439688 owes C4 N2' JJ' 001E 17.627 17.604 100.000 2' 33' 00' 1OV5'58' 11+68.58 11+86.21 N623441.282 - E217J743969 N623458.8687 - E217J744.7520 8.836 11+7742 L5 N7' 36' 001E 377.090 TREE UNE--"""^-^-^ 7' 36' 00" 11+86.21 15+63.30 N62J458.869 - E2173744.752 N6238J2.6466 - E217J794.6238 C5 N5' 20' 221E 2890 7.888 100.000 5' 20' 22' 4305' 15+6330 15+71.19 N623832647 - £2173794.624 N62JB40.5006 - E217J795.3578 3.947 15+67.25 L6 NJ' 04' 451E 134.851 SANITARY SEWER MANHOLE J' 04' 45' WOOD FENCE 15+71.19 17+06.04 N62J840.501 - E217J795.358 N623975.1567 - E2173802.6012 0 C6 N8' 12' 481E 12922 17.898 100.000 8' 12' 48 1076'06' 17+06.04 I7+23.96 N62J975.157 - E2173802601 N623992.8707 - E2173805.1579 8.985 17+15.03 L7 N13' 20' 50'E 30.928 ELECTRIC HAND HOLE 13' 20' 50" WATER MANHOLE 17+2396 17+54.89 N62J992871 - E2173805158 N624022.9637 - E21 73812 29 79 C7 N6' 15' 32E 24.743 24.680 100.000 6' 15' 32" 1470'37' 17+54.89 17+79.64 N62*022964 - E2173812298 N624047.4968 - E2173614.9686 12435 17+67.JJ L8 NO' 49' 46-W 124.460 1 359-10- 14' 17+79.64 19+04.10 N624047.497 - E2173814.969 N624171.9440 - E21738131866 TH PROJECT DESCRIPTION: THIS PROJECT INCLUDES THE ADDITION OF A PEDESTRIAN BRIDGE TO THE EXISTING BUTLER BRIDGE ON DUBUQUE STREET OVER THE IOWA RIVER AND CONNECTIONS TO EXISTING TRAILS/SIDEWALKS ON EACH END. MAINTENANCE TO THE EXISTING BRIDGE WALL ALSO BE PERFORMED INCLUDING BRIDGE APPROACH SLAB REPLACEMENT AND EXPANSION JOINT REPLACEMENT. PROTECTED. FROM A METHODS ONE PARKING BAY WIT IN THE WATERWORKS PRAIRIE PARK TRAIL HEAD AREA WILL BE AVAILABLE FOR STAGING (SEE SHEET D.01 FOR LOCATION). THE CONTRACTOR SHALL PROVIDE THE OWNER WITH 72 HOURS ADVANCED NOTICE PRIOR TO UTILIZING THE STAGING AREA SO THAT THE PARKING STALLS CAN BE CLOSED. STAGING OF MATERIALS AND CONSTRUCTION EQUIPMENT OUTSIDE OF THE DESIGNATED STAGING AREA WILL NOT BE ALLOWED. EMBANKMENT CONSTRUCTION NOTES: 1. FILL MATERIAL SHALL BE LOW PLASTICITY COHESIVE SOILS WITH A LIQUID LIMIT LESS THAN 45 AND A PLASTIC INDEX LESS THAN 23. 2. EMBANKMENT FILL MATERIALS SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT BETWEEN 2X ABOVE k 2% BELOW OPTIMUM. 3. TOPSOIL, VEGETATION, POORLY COMPACTED FILL MATERIALS AND ANY OTHERWISE UNSUITABLE MATERIALS SHOULD BE REMOVED FROM THE CONSTRUCTION AREA. 4. PRIOR TO PLACING OF EMBANKMENT SUBGRADE SHALL BE PROOF ROLLED WITH A TANDEM AXLE DUMP TRUCK. CUTTING OF BENCHES MAY BE REQUIRED FOR PROOF ROLL 5. EMBANKMENT SHALL BE BENCHED INTO EXISTING SIDE SLOPE. BENCHES SHALL HAVE A MINIMUM VERTICAL FACE HEIGHT OF 1' AND A MAXIMUM VERTICAL FACE OF S. SURVEY CONTROL POINTS POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION 2 622827.86 2173557.41 667.921 Set 5/8' Rebar J 622940.55 2177668.36 667679 Set 5/6' Rebar 4 623448.30 217380561 668.879 Set 5/8' Rebar 5 624143.69 2173826.00 666.245 SET 5/8' REBAR 6 622911.J4 217355510 662.119 SET PK NAIL IN AREA INTAKE TH PROJECT DESCRIPTION: THIS PROJECT INCLUDES THE ADDITION OF A PEDESTRIAN BRIDGE TO THE EXISTING BUTLER BRIDGE ON DUBUQUE STREET OVER THE IOWA RIVER AND CONNECTIONS TO EXISTING TRAILS/SIDEWALKS ON EACH END. MAINTENANCE TO THE EXISTING BRIDGE WALL ALSO BE PERFORMED INCLUDING BRIDGE APPROACH SLAB REPLACEMENT AND EXPANSION JOINT REPLACEMENT. PROTECTED. FROM A METHODS ONE PARKING BAY WIT IN THE WATERWORKS PRAIRIE PARK TRAIL HEAD AREA WILL BE AVAILABLE FOR STAGING (SEE SHEET D.01 FOR LOCATION). THE CONTRACTOR SHALL PROVIDE THE OWNER WITH 72 HOURS ADVANCED NOTICE PRIOR TO UTILIZING THE STAGING AREA SO THAT THE PARKING STALLS CAN BE CLOSED. STAGING OF MATERIALS AND CONSTRUCTION EQUIPMENT OUTSIDE OF THE DESIGNATED STAGING AREA WILL NOT BE ALLOWED. EMBANKMENT CONSTRUCTION NOTES: 1. FILL MATERIAL SHALL BE LOW PLASTICITY COHESIVE SOILS WITH A LIQUID LIMIT LESS THAN 45 AND A PLASTIC INDEX LESS THAN 23. 2. EMBANKMENT FILL MATERIALS SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT BETWEEN 2X ABOVE k 2% BELOW OPTIMUM. 3. TOPSOIL, VEGETATION, POORLY COMPACTED FILL MATERIALS AND ANY OTHERWISE UNSUITABLE MATERIALS SHOULD BE REMOVED FROM THE CONSTRUCTION AREA. 4. PRIOR TO PLACING OF EMBANKMENT SUBGRADE SHALL BE PROOF ROLLED WITH A TANDEM AXLE DUMP TRUCK. CUTTING OF BENCHES MAY BE REQUIRED FOR PROOF ROLL 5. EMBANKMENT SHALL BE BENCHED INTO EXISTING SIDE SLOPE. BENCHES SHALL HAVE A MINIMUM VERTICAL FACE HEIGHT OF 1' AND A MAXIMUM VERTICAL FACE OF S. 01-20-84 20-1 Plan and profile sheets included in the project are far the purpose of alignment, location and specific directions for the work to be performed under this contract. Irrelevant data on these sheets is not to be considered a part of this contract 01-20-84 201-2 All hales resulting from operations of the contractor, including removal of guandral posts, fence posts, utility poles, or foundation studies, shall be filled and consolidated to finished grade as directed by the engineer to prevent future settlement. The voids shall be filled as soon as practical - preferably the day created and not later than the following day. Any portion of the right-of-way or project limits (including borrow areas and operation sites) disturbed by any such operations shall be restored to an acceptable condition. This oper- ation shall be considered incidental to other bid items in project. 01-21-84 212-1 Sounding and test boring data shown on plans were accumulated far designing and estimating purposes. Their appearance an the plan does not constitute a guarantee that conditions other than those indicated will not be encountered. D4-15-08 213-1 It shall be the contractor's responsibility to provide waste areas or disposal sites for excess material (excavated material or broken concrete) which is not desirable to be incorporated into the work involved on this project. o It shall be the contractor's responsibility to ensure thAareas (including haul roads) selected for waste or disposal dpi pacSS 1) culturally sensitive sites or graves or 2) wetlands O�YJters the U.S.", Including streams or stream banks below tht Binary high water mark', without an approved U.S. Army Cors OT, J Engineers Section 404 Permit. __4n No payment for overhaul will be allowed for material EEA to -p these sites. No material shall be placed within the right- wa¢Z unless specifically stated In the plans. 01-20-84 232 The contractor shall not disturb desirable grass areas and desirable -- trees outside the construction limits. The contractor wil not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service area(s) will be subject to the approval of the resident engineer. 01-09-90 232-6 Selective clearing will be required an this project Any trees outside of the construction limits shall be removed only by the approval of the engineer. 06-07-94 232-8 The top six (6) inches of the disturbed areas shall be free of rock and debris and shall be suitable for the establishment of vegeta- tion, subject to the approval of the Engineer. 01-20-64 261-2 Before performing earthwork, fling, or excavation within three hundred feet of an existing pipeline, the contractor shall notify the pipeline company and the pipeline company shall mark the location of the pipe- line as required by Section 479.47 of the Code of Iowa. The contractor shall exercise all due caution when working in the vicinity of pipelines caning combustible or toxic materials which are present an this project Pipeline location shown an the plans repre- sents the best information available at the time of plan preparation. STP -U-3715(615)--70-52 DRAWN BY: MBSShoemaker 4. Haaland NOTES & eHT. N0. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER AU cNMENT DATA e.ax C.I.P. N0: ,uo.eum2 xae PCC SIOEWALK/TRAIL A.ns Sddi PROJECT NO: 10111 _ R 9 N DESCRIPTION A ATE dam 1e 11211 an LEGEND LINE TYPES SYMBOLS EXISTING PROPOSED IN AIR CONDITIONING UNIT 0 ELECTRIC METER (s) SANITARY SEWER s 0 ANCHOR BOLT m ELECTRIC MANHOLE (ST) STORM SEWER sr OQ ANTENNA Q FIRE HYDRANT -(so) SUBDRAIN s0 0 BEE HIVE INLET ® FIBER OPTIC BOX (E) UNDERGROUND ELECTRIC E I BUILDING COLUMN m FIBER OPTIC MANHOLE (CE) OVERHEAD ELECTRIC CE (G) GAS c 19 SURVEY BENCHMARK 0 GAS METER (T) UNDERGROUND TELEPHONE T o BOLLARD In GAS VALVE (W) WATER w 13 CABLE TELEVISION BOX 0 GAS MANHOLE PROPERTY LINE -- a SIGN - GUY WIRE ••• SURFACE WATER owes X LIGHT POLE - - -830- - - CONTOUR 830 CONIFEROUS TREE o POWER POLE --`..,.. TREE UNE--"""^-^-^ M TELEPHONE BOX BLOCK RETAINING WALL ® /����///"' ( ) DECIDUOUS TREE (D TELEPHONE MANHOLE a o o CHAIN LINK FENCE �--o--� 4..J ® SANITARY SEWER MANHOLE D ❑ ❑ WOOD FENCE ❑ ❑� O SHRUB 0 STORM SEWER MANHOLE -u -n -x -ii -u -ii- WIRE FENCE El ELECTRIC BOX M WATER VALVE CONSTRUCTION LIMITS `tH ELECTRIC HAND HOLE ® WATER MANHOLE 01-20-84 20-1 Plan and profile sheets included in the project are far the purpose of alignment, location and specific directions for the work to be performed under this contract. Irrelevant data on these sheets is not to be considered a part of this contract 01-20-84 201-2 All hales resulting from operations of the contractor, including removal of guandral posts, fence posts, utility poles, or foundation studies, shall be filled and consolidated to finished grade as directed by the engineer to prevent future settlement. The voids shall be filled as soon as practical - preferably the day created and not later than the following day. Any portion of the right-of-way or project limits (including borrow areas and operation sites) disturbed by any such operations shall be restored to an acceptable condition. This oper- ation shall be considered incidental to other bid items in project. 01-21-84 212-1 Sounding and test boring data shown on plans were accumulated far designing and estimating purposes. Their appearance an the plan does not constitute a guarantee that conditions other than those indicated will not be encountered. D4-15-08 213-1 It shall be the contractor's responsibility to provide waste areas or disposal sites for excess material (excavated material or broken concrete) which is not desirable to be incorporated into the work involved on this project. o It shall be the contractor's responsibility to ensure thAareas (including haul roads) selected for waste or disposal dpi pacSS 1) culturally sensitive sites or graves or 2) wetlands O�YJters the U.S.", Including streams or stream banks below tht Binary high water mark', without an approved U.S. Army Cors OT, J Engineers Section 404 Permit. __4n No payment for overhaul will be allowed for material EEA to -p these sites. No material shall be placed within the right- wa¢Z unless specifically stated In the plans. 01-20-84 232 The contractor shall not disturb desirable grass areas and desirable -- trees outside the construction limits. The contractor wil not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service area(s) will be subject to the approval of the resident engineer. 01-09-90 232-6 Selective clearing will be required an this project Any trees outside of the construction limits shall be removed only by the approval of the engineer. 06-07-94 232-8 The top six (6) inches of the disturbed areas shall be free of rock and debris and shall be suitable for the establishment of vegeta- tion, subject to the approval of the Engineer. 01-20-64 261-2 Before performing earthwork, fling, or excavation within three hundred feet of an existing pipeline, the contractor shall notify the pipeline company and the pipeline company shall mark the location of the pipe- line as required by Section 479.47 of the Code of Iowa. The contractor shall exercise all due caution when working in the vicinity of pipelines caning combustible or toxic materials which are present an this project Pipeline location shown an the plans repre- sents the best information available at the time of plan preparation. STP -U-3715(615)--70-52 DRAWN BY: MBSShoemaker 4. Haaland NOTES & eHT. N0. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER AU cNMENT DATA e.ax C.I.P. N0: ,uo.eum2 xae PCC SIOEWALK/TRAIL A.ns Sddi PROJECT NO: 10111 _ R 9 N DESCRIPTION A ATE dam 1e 11211 an Min 7n LLIE LOG OF BORING NO. 3 1 d1 SlgamtlmbNeakM Pr015 Is 036 oMslonal Ergineen OWNER LRy ofbn DRy SITE Dubuque SBtal PROJECT bwa CRY. Iowa BUBM TNI SVrtE9 TEsl9 A M � zg DESCRIPTION �� r3m PA Fl 3ANOL�Ie`L TRACE GRAVEL Brown Gray 1 55 13 1 10 as a 2 Si t9 LEAN gAY.1RALE BANG GL 2{ 101 3050 LL=J3 8 di�®f Olive Gray. f PI =1fi Ss 5 PA SILTYCUY WrfH SAND (PmMW FID. M 3 ST 11 13 5500 Broin Gay.Vary SEII BANDY IEAN CLAY.TMCE GRAVEL GL 13 115 3]SO (PwbM FIIR, Brmvn Grey SUR e PA 4 ST 20 20 100 5150 LEAN TO FAT CLAY. TRACE SAND b ORGANICS. Dark Brown. Very SO t0 PA LEAN TO FAT CLAY, TRACE 3AN0. Gray, 5 ST 21 23 106 5110 am _ Ta1 EENf OWNER �SIroMtRlMurb HaelarM Prolesslonal En0lMBfs CHy o/bwa Cny SITE Dubugw Sbtal PROJECT Iowa city, bwa Bgllr TOYI aMa56 TESTS OEBCRIPTION LOG OF BORING O .Suaace Elevatun.: 668.50 iii a $$ NO. 1 PA 1 of t Fl L ` ANO VE R EENNTT WbNonnakerb Hea4rxl ProMtbnal EnplrteMt OWNER Brown Gray OMy of bwa 0191 { 13 3 2 ST 1B 1I 111 5 PA BITE Dubugw SbNi Iowa C' , bwA PROTECT 16 17 BWBar Tail L vmRRA aE�u No SAND POLKErS. Gray and Drown 1Is PA SABLES TESTS ST S 1{ 120 to CL 5 PA ST 10 18 110 2000 9AMDY LEAN CLAY WRH OLOARpNAL it 11 Gray.SMl 15 Brown. MOMeE. Very BOR tad DESCRIPTION x. SMleoe EbaOon:Bfi).SM1RLLEANCLAYWIM9ArAlGeW&own � BOTTOM OF BONNO r5 11e YxWrollnasrysnYiewpmYrW IbrrYY M '(JAW 1Ytl{WTIIY Goan YaE mJ. tyle- FJ,. tw awWrrrq'b PAA/. 1aE MOP6Pf4AT�ClwnrY. WATER LEVEL OBSERVATIONS,R ���� BORING STARTED 1612-10 WL None WD BeckMbB BORING COMPLETED 10.12-10 RIG 838 FOREMAN MW WL 4 Y WL 531DXM APPROVED TWS JOBB ���� TaxraxMelMMn woraewnre Awmarml.M.r Aw. t.ualrinaa oroar BaG01kE BORINGCOMPLETED 10.12-f0 RIG 83a FOREMAN LTN WL Y WL EMDiIM APPROVED 1W3 J088 081058)0 RING COMPIE'fED 1612-00 RIG 83a FORE/AN/ IMY WL WL E.dIDYM APPROVED TWS JOBP 06105&70 t1217 a FILL. SILTY CLAY. TRACE SANG b GRAVEL. Gay Brown 5 PA 15 3 ST 1{ 19 t08 PA UN 4 ST 10 1] 108 2120 Si cur TO LEAN cur wITN SAND. AND OCCASpNAI. SAND Gm Brown, Stiff 10 PA SILTY FINE TO MEDIUM SANG WI111 OLCASrOW1L CLAY SEAMS. Brown and Gray, Loose SM 5 35 13 { 2S 121 sets13 5 BOTTOM OF BORING 15 B YNE T�WaPerdorWr Non sn atmaclsvJ - TR WeMab�Gga rwyeawilvueppMWnxaMtYLIIM Ow.ewrvd Ano mdrypn. hW xwn�WnrrwY4Pd� BORING STARTED 10.12-10 WATER LEVEL OBSERVATIONS,R It WL Y125 WE IT N O �Grn o m o STP—U-3715(615)--70-52 DRAWN BY: MB5 APPROVED BY: RWT /\ Shoemaker A Haalznd DUBUQUE STREET OVER THE IOWA RIVER SOIL BORINGS SNT. No. A.oJ C.I.P. NO: SMI PROJECT N0: 10111 O►-nM-mr PCC SIDEWALK/TRAIL LF A.oS N0. REVISION DESCRIPTION LOG OF BORING NO. 2 _ Ta1 EENf OWNER �SIroMtRlMurb HaelarM Prolesslonal En0lMBfs CHy o/bwa Cny SITE Dubugw Sbtal PROJECT Iowa city, bwa Bgllr TOYI aMa56 TESTS OEBCRIPTION gag O .Suaace Elevatun.: 668.50 iii a $$ PA Fl L ` ANO VE R Brown Gray 1 55 10 { 13 3 2 ST 1B 1I 111 5 PA S ST 16 17 11] FlLL SANDT IFAN LIAY. TRACE L vmRRA aE�u No SAND POLKErS. Gray and Drown PA ST S 1{ 120 to CL 5 PA ST 10 18 110 2000 9AMDY LEAN CLAY WRH OLOARpNAL bANo SEAMS. Gray.SMl 15 Brown. MOMeE. Very BOR BOTTOM OF BONNO r5 11e YxWrollnasrysnYiewpmYrW IbrrYY M '(JAW 1Ytl{WTIIY Goan YaE mJ. tyle- FJ,. tw awWrrrq'b PAA/. 1aE MOP6Pf4AT�ClwnrY. WATER LEVEL OBSERVATIONS,R ���� BORING STARTED 1612-10 WL None WD BeckMbB BORING COMPLETED 10.12-10 RIG 838 FOREMAN MW WL 4 Y WL 531DXM APPROVED TWS JOBB ���� TaxraxMelMMn woraewnre Awmarml.M.r Aw. t.ualrinaa oroar BaG01kE BORINGCOMPLETED 10.12-f0 RIG 83a FOREMAN LTN WL Y WL EMDiIM APPROVED 1W3 J088 081058)0 LOG OF BORING NO. 2 _ Ta1 EENf OWNER �SIroMtRlMurb HaelarM Prolesslonal En0lMBfs CHy o/bwa Cny SITE Dubugw Sbtal PROJECT Iowa city, bwa Bgllr TOYI aMa56 TESTS OEBCRIPTION gag O .Suaace Elevatun.: 668.50 iii a $$ PA Fl L ` ANO VE R Brown Gray 1 55 10 { 13 3 2 ST 1B 1I 111 5 PA S ST 16 17 11] FlLL SANDT IFAN LIAY. TRACE L vmRRA aE�u No SAND POLKErS. Gray and Drown PA ST S 1{ 120 to CL 5 PA ST 10 18 110 2000 9AMDY LEAN CLAY WRH OLOARpNAL bANo SEAMS. Gray.SMl 15 Brown. MOMeE. Very BOR BOTTOM OF BONNO r5 11e YxWrollnasrysnYiewpmYrW IbrrYY M '(JAW 1Ytl{WTIIY Goan YaE mJ. tyle- FJ,. tw awWrrrq'b PAA/. 1aE MOP6Pf4AT�ClwnrY. WATER LEVEL OBSERVATIONS,R ���� BORING STARTED 1612-10 WL None WD BeckMbB BORING COMPLETED 10.12-10 RIG 838 FOREMAN MW WL 4 Y WL 531DXM APPROVED TWS JOBB Brown. MOMeE. Very BOR r5 BOTTOM GF BORRIG 15 TaxraxMelMMn woraewnre Awmarml.M.r Aw. t.ualrinaa oroar ha�rolwMrtAtpw-. YrW.Patatllu riaybiyrOrl VE1tl 61PT�AwiA�nrn WATER LEVELO&RERVATIONS.M1 lrerracon BORING STARTED 1612-10 WL 4Nme WO BaU011etl RING COMPIE'fED 1612-00 RIG 83a FORE/AN/ IMY WL WL E.dIDYM APPROVED TWS JOBP 06105&70 LOG OF BORING NO. S P tar t cu�noMlw.FaNw.mnoF«.wD.I�DmIM... O1MIER LOG OF BORING clyalo..apt N0.4 PROJECT bM Iowa BIIBN TNI sones TE6f6 f 8 � DESCRIPTION 0- P too t o a. SurFaw ENvatian: 6665 ¢ S$ ti FlLL SRtt GlAOY D Pp AN Town o"'i�ne.nlr«a °`YFER is 1 6T 3 11 15 FLL LEAN CIAYr. TRACE SANG JGRAVEL BI CGCASIONAL CLAY NODULES. 2 6T 19 B Brown and tray xma Pnr«.IaIM ryyw.s S PA PA Dlp� oHow cly FLL FlNE TO MEDIUM SAND. TiACE SILT YrtfH OCCASroNAL 2 CLAY NODULES AND FRAGMENTS. 13 2) 3 55 16 B 7 6 �6rx Brown 3 SS 15 SP 1 SITE DUMlpr 80xM PROJECT 18 BOTTOM OF BORnKO 1i FIRE TO COARSE SAND. TRACE SILT. t0 pp 9.5 10 PA Brown. Loose m Medium Dense _ 9Ltt FlNE TO MEDIUM SANG, 9P 5 SS 1B 10 11 Bmwn, LOoee bwAay, Nrwx BINMr Orkille Tle eMllfl,n�on Gws,apw,I Ne WPaYmMe tw'W'/Yw SMbaNl4raPMorYr TNI WATER LEVEL OBSERVATIONS.n Y BOWNG STARTED 1Q12-10 WL PNone WD= Beck8letl BOrtOM OF BORFAB WL Y Y wL Ewen A-0 APPROVED Tws Joex oatose7o SM 5 SS 13 T 22 WL Y9 WD Bae#Illed iu WL Y Y wL Ewen A-0 - APPRovEo Tws Josx oslose7o 15 A$�NOt-.WLT. sones iFsrs Loose IS BOTTOM OF BORMG g t • � $ � TI'e ePBiMaM1 Y'n �sp�llM1gppyrwY�O yYLIM WdParWoneYr bNvwrN N mrEMMa IMYNfwa�wrrgbppwL �qE N00. SPf WndYlannr WATER LEVEL OBSERI/ATIONS,x l�erracon BOANOSTARIED iQ11-10 WL s 12 WD BBNBBea BDRxw COMPLETED 1412-10 RIG 83e FOREMAN MW WL Y WL ETJw1A-0 APPROVED TWS JOBx 08105870 DESCRIPTpN � y My 6 �Spv �y € o L: � z r. Suface ENva5m.:8� ff$ PAI I 1 ST 6 16 118 FlLL SANDT ,FAN GUT TRACE GRAVEL CRUSHED lIME6TOHEJ ASPHALT WITH OCCASroNAL SAND PA d¢i .crar Brown 2 SS to 10 17 s PA 3 SS 18 10 18 PA d ST 11 18 IN iLL R A e N O 0 n = J �� :<r- —0 M M = Z5= � o SIP—U-3715(615)--70-52 DRAWN BY: MBS APPROVED BY: R1YT ^ �, \ Shoemaker, Haaland DUBUQUE STREET OVER THE IOWA RIVER SOIL BORINGS 9R. NO. A.D. C.I.P. N0: f`e� `I r.,._.,.,_,. PCC SIDEWALI</IRAIL S&H PROJECT N0: 10111 N SION DESCRIPTION q tea^' "^' "" OF Aos LOG OF BORING NO. S P tar t cu�noMlw.FaNw.mnoF«.wD.I�DmIM... O1MIER ProbabaW ESIMYwan clyalo..apt SITE B14gMSbM PROJECT bM Iowa BIIBN TNI sones TE6f6 f 8 � DESCRIPTION 0- o a. SurFaw ENvatian: 6665 ¢ S$ ti FlLL SRtt GlAOY D Pp AN Town is 1 6T 3 11 15 FLL LEAN CIAYr. TRACE SANG JGRAVEL BI CGCASIONAL CLAY NODULES. 2 6T 19 B Brown and tray 1 S PA PA FLL FlNE TO MEDIUM SAND. TiACE SILT YrtfH OCCASroNAL 2 CLAY NODULES AND FRAGMENTS. 13 2) 3 55 16 B 7 6 �6rx Brown 3 SS 15 SP 1 PA 55 13 5 18 BOTTOM OF BORnKO 1i FIRE TO COARSE SAND. TRACE SILT. t0 pp 9.5 10 PA Brown. Loose m Medium Dense _ 9Ltt FlNE TO MEDIUM SANG, 9P 5 SS 1B 10 11 Bmwn, LOoee Tle eMllfl,n�on Gws,apw,I Ne WPaYmMe tw'W'/Yw SMbaNl4raPMorYr brneen nlem mklKaa Ir.siL.IM vnneaM rreybPwW. DQE 1q E.8Pf YnWclwmw' WATER LEVEL OBSERVATIONS.n Y BOWNG STARTED 1Q12-10 WL PNone WD= Beck8letl BOrtOM OF BORFAB WL Y Y wL Ewen A-0 APPROVED Tws Joex oatose7o SM 5 SS 13 T 22 WL Y9 WD Bae#Illed iu WL Y Y wL Ewen A-0 - APPRovEo Tws Josx oslose7o 15 A$�NOt-.WLT. Loose IS BOTTOM OF BORMG TI'e ePBiMaM1 Y'n �sp�llM1gppyrwY�O yYLIM WdParWoneYr bNvwrN N mrEMMa IMYNfwa�wrrgbppwL �qE N00. SPf WndYlannr WATER LEVEL OBSERI/ATIONS,x l�erracon BOANOSTARIED iQ11-10 WL s 12 WD BBNBBea BDRxw COMPLETED 1412-10 RIG 83e FOREMAN MW WL Y WL ETJw1A-0 APPROVED TWS JOBx 08105870 LOG OF BORING NO. S P tar t cu�noMlw.FaNw.mnoF«.wD.I�DmIM... O1MIER ProbabaW ESIMYwan clyalo..apt SITE B14gMSbM PROJECT bM Iowa BIIBN TNI sones TE6f6 f 8 � DESCRIPTION 0- o a. SurFaw ENvatian: 6665 ¢ S$ ti FlLL SRtt GlAOY D Pp AN Town is 1 6T 3 11 15 FLL LEAN CIAYr. TRACE SANG JGRAVEL BI CGCASIONAL CLAY NODULES. 2 6T 19 B Brown and tray 1 S PA PA FLL FlNE TO MEDIUM SAND. TiACE SILT YrtfH OCCASroNAL 2 CLAY NODULES AND FRAGMENTS. 13 2) 3 55 16 B 7 6 �6rx Brown 3 SS 15 SP 1 PA 55 13 5 18 BOTTOM OF BORnKO 1i FIRE TO COARSE SAND. TRACE SILT. t0 pp NOTE: walled wire laeric on WOwn of Brown. Loose m Medium Dense PMwale ca'9. 9P 5 SS 1B 10 11 Tle eMllfl,n�on Gws,apw,I Ne WPaYmMe tw'W'/Yw SMbaNl4raPMorYr brneen nlem mklKaa Ir.siL.IM vnneaM rreybPwW. DQE 1q E.8Pf YnWclwmw' WATER LEVEL OBSERVATIONS.n l��rracon BOWNG STARTED 1Q12-10 WL PNone WD= Beck8letl BOrtOM OF BORFAB WL Y Y wL Ewen A-0 APPROVED Tws Joex oatose7o 1M1r WaYbIM IFSNPbM=tw 11T/MI�YMiMA'TM CWaaW Huq PeneevMrr Wtyn MnENpyf Fsxr,baw�wnrybPNM. AGE t100.5P! Mmx4c lanwr WATER LEVEL OBBERVATNJNS,R l�erraeon BORING STARTED 1612-10 WL Y9 WD Bae#Illed BORING COMPLEI ED 1Q12-10 RIG 83a FOREMAN MW WL Y Y wL Ewen A-0 - APPRovEo Tws Josx oslose7o LOG OF BORING NO.6 € 5 t a t a'.m.wxBx.rrlx o�R ProbabaW ESIMYwan clyorMw+emJ 61IE Dlhlgl�9pM( PROJECT bwxC lows BINNT TNI sALnEs tEsrs f g � DEGCRIPTKKJ 0- 6iD5n008'LryMtl Llmestom 6 15PA FILL FlNE TO MEDIUM 64ND1 SS 12 11 4 SILT x CRUSHED UMESiONE CGCASIONAL CLAY NODULES. Brown and tray PA 2 BS 13 2) / 6 PA 3 SS 15 i8 J BOTTOM OF BORnKO NOTE: walled wire laeric on WOwn of PMwale ca'9. Tle eMllfl,n�on Gws,apw,I Ne WPaYmMe tw'W'/Yw SMbaNl4raPMorYr brneen nlem mklKaa Ir.siL.IM vnneaM rreybPwW. DQE 1q E.8Pf YnWclwmw' WATER LEVEL OBSERVATIONS.n l��rracon BOWNG STARTED 1Q12-10 WL PNone WD= Beck8letl RING COMPLETED 1Qi2-10 RIO 83e FOREMAN MW WL Y Y wL Ewen A-0 APPROVED Tws Joex oatose7o LOG OF B�iING N0.7 1 or 1 LI CEMCNMER SCary olbwe OltY emakerd Naalentl Profassbnal FnSinaera SDE DUWque Street PROJECT Brkbe Iowa City, III Bully. Tall 9Ra61Fa T6I8 t � $ DESCRIPTION tr� I$<G4 .Surface Elere5m.: W9.5 ft 10' Conaefe A113 :* 0.8 MAM RLLIMESIONE SCREENINGS, PA Grey 1 99 15 6 15 Z ST 13 18 110 FlLL MSRURE OF IFAN TO FATCLAY. SANDY LEAN LLAY. TRACE GRAVEL, Brown, Gray antl Dark Brown a 3 ST 10 15 111 > 68R3 BOTIOM OF BORING 8 a � 11MtbaI11Y MINn re4RUN the mwexwuw YcuWYe� 'LWtldlYk PorMmmvr- N g ea�.�ea.mwmal�w,ewo-ewm�a.r aamanr �alEuoe.snw�.l�ro,.:,:- O_ F WATER LEVEL OBSERVATIONB,ft BORING STARTED 10.12-10 BORD I�Co NaM WD= Backfilled lrerraeon O T c7 RIG 83e FOREMAN10-iZMW WL Edi>ItAi APPRovEo Tws Joss 0510567 �T off; r> o STP—U-3715(615)--70-52 DRAWN BY: MBS APPROVED BY: RWT Shoemaker �.HaalanI DUBUQUE STREET OVER THE IOWA RIVER SOIL BORINGS SHT' NO. AMC.I.P. laa r,w�mY aoeu N0: PCC SIDEWALK A_05 S&H PROJECT NO: 10111 OF N0. REVISION DESCRIPTION APP. DATE��a''T o BY: NO: 'RO VARIES 5' MIN EXISTING ROADWAY PROPOSED GRADE /�/\Sj/\��y' 77 \V�S>`�•"......... 6" THICK \ / PCC PAVEMENT b SUBDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC 4' hiICK MODIFED SUBBASE EXISTING GRADE 6"e LONGITUDINAL SUBDRAIN TYPICAL SECTION SOUTH OF BRIDGE STA 5+31.23 — STA 6+01.79 8.01 PROPOSED GRADE / �\ \ 4' THICK MODIFIED SUBBASE 6" THICK PCC PAVEMENT EXISTING GRADE TYPICAL SECTION SOUTH OF BRIDGE ALONG GUARD RAI STA 6+01.79 — STA 6+50.00 VARIES VARIES I EXISTING ROADWAY EXISTING GUARDRAIL BDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC LONGITUDINAL SUBDRAIN 1' I EASRNG ROADWAY PROPOSED HANDRAIL WALL OFFSET LOCATION 20R .0 a'1 MA% \ - - — _ PROPOSED WALL - EXISTING SHOULDER SEE DETAILS ON SHEET 0.01 / j / \ \ �\ 6" THICK f:)IISTING GUARDRAIL PCC PAVEMENT SUBDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC i 6'm LONGITUDINAL SUBDRAIN 4' THICK MODIFIED SUBBASE EXISTING GRADE TYPICAL SECTION ALONG GUARD RAIL WITH WALL rad STA 6+50.00 — STA 6+69.00 STA 11+12.90 — STA 11+50.00 Shoemaker �. Haalaritl DUBUQUE STREET OVER THE IOWA RIVER iw �roareo+e PCC SIDEWALK/TRAIL m+lair. w.a snai TRAIL szz• no. TYPICAL SECTIONS e.or 8.02 N O C :T: `71 o _o = 7--i O N TRAIL szz• no. TYPICAL SECTIONS e.or 8.02 til E%ISRNG GRADE J PROPOSED GRADE EXISTING ROADWAY Ll 1 .0 14 �ExisnNGULDER \ \ \ \ \ \ 6" THICK PCC PAVEMENT SUBDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC 6'm LONGITUDINAL SUBDRAIN 4" THICK MODIFIED SUBBASE EXISTING GRADE TYPICAL SECTION NORTH OF BRIDGE SLOPING LEFT& STA 11+50.00 - STA 16+25.00+' .0 -SEE PLAN FOR CROSS SLOPE TRANSITION 6' THICK_ PCC PAVEMENT 4" THICK MODIFIED -EXISTING ROADWAY ETOSTING SHOULDER PROPOSED GRADE JBDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC LONGITUDINAL SUBDRAIN TYPICAL SECTION NORTH OF BRIDGE SLOPING RIG STA 16+25.00* - STA 18+10.81 *SEE PLAN FOR CROSS SLOPE TRANSITION MATCH MATCH EXIST EXIST TT 9" THICK PCC PAVEMENT SUBDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC 12" THICK MODIFIED SUBBASE COMPACTED SUBGRADE 6"a LONGITUDINAL SUBDRAIN PAVEMENT REPLACEMENT NORTH OF BRIDGE 31 STA 11+49.14 - STA 11+84.29 .0 STP -U-3715(615)--70-52 DRAWN BY: MBS �� fftfttrttttt Shoemaker 4. Haalarxl TRAIL SHT• N0. APPROVED BY: RWT /,��� DUBUQUE STREET OVER THE IOWA RIVER TYPICAL SEC nONS aa� C.I.P. NO: f�'il�l �-r S&H PROJFCT N2 iM11 c anu nccroic- u eoo neTc ` '"'I'p'" PCC SIOEWALK�TRAIL �p�yy waz:u � B.02 N 0 �n rn s +� a N MATCH MATCH EXIST EXIST TT 9" THICK PCC PAVEMENT SUBDRAIN TRENCH WRAPPED IN ENGINEERING FABRIC 12" THICK MODIFIED SUBBASE COMPACTED SUBGRADE 6"a LONGITUDINAL SUBDRAIN PAVEMENT REPLACEMENT NORTH OF BRIDGE 31 STA 11+49.14 - STA 11+84.29 .0 STP -U-3715(615)--70-52 DRAWN BY: MBS �� fftfttrttttt Shoemaker 4. Haalarxl TRAIL SHT• N0. APPROVED BY: RWT /,��� DUBUQUE STREET OVER THE IOWA RIVER TYPICAL SEC nONS aa� C.I.P. NO: f�'il�l �-r S&H PROJFCT N2 iM11 c anu nccroic- u eoo neTc ` '"'I'p'" PCC SIOEWALK�TRAIL �p�yy waz:u � B.02 DESCRIPTION CONTRACTOR 16 2402-0425030 GRANULAR BACKFILL CY 50 50 LOCATED IN OR IMMEDIATELY ADJACENT TO THE WATERS OF THE UNITED STATES ESTIMATE 27 2501-0201042 PILE STEEL MP 10%42 LF 210 210 QUANTITY. EXCAVATION REWIRED FOR BENCHING OF SOILS IS INCIDENTAL SEF NOTES 28 2502-8212036 SUBDRAIN LONGITUDINAL (SHED) DETAILS. 29 2502-8272406 SUBDRAIN STD, NON -PERFORATED, CHANNEL J 45 2527-9263130 REMOVABLE 46 TESTING.48 2528-8445110 TRAFFIC CONTROL COUNTY DIVISION 1 = FEDERAL AID (STP) PARTICIPATING ITEMS DIVISION 2 = BRIDGE MAINTENANCE ITEMS•10090 LOCAL FUNDING ESTIMATED REFERENCE INFORMATION D N O �N 2 C p'� 1 �O s O N STP -U-3715(615)--70-52 DRAWN BY: MBS �\ {� Shoemakerti Haaland ESTIMATED QUANTITIES h• APPROVED BY: RWT /,\ yll DUBUQUE STREET OVER THE IOWA RIVER BID ITEM REFERENCE INFORMATIONC.I.P. NO: T POC SIDEWALKPML � S83i PROJECT NO: 10111 N0. REVISION DESCRIPTION I DATA USM BELOW R FOR INFORMATIONAL PURPOSE ONLY AND SHALL NOT CONSRME A BASS FOR ANY ESTIMATED PROJECT QUANTITIES too -1B 1az9-D2 Item No. Item Code Item Unit Estimated Divisionsion 1 DlWsion 2 Quantities Total As Built Division 1 Division 2 Total 1 2101-0850001 CLEAR+GflUBB ACRE 0.80 0.8 2 2102-0425077 SPECIAL BACKFILL CV 75 75 DIVISION 1 = FEDERAL AID (STP) PARTICIPATING ITEMS DIVISION 2 = BRIDGE MAINTENANCE ITEMS•10090 LOCAL FUNDING ESTIMATED REFERENCE INFORMATION D N O �N 2 C p'� 1 �O s O N STP -U-3715(615)--70-52 DRAWN BY: MBS �\ {� Shoemakerti Haaland ESTIMATED QUANTITIES h• APPROVED BY: RWT /,\ yll DUBUQUE STREET OVER THE IOWA RIVER BID ITEM REFERENCE INFORMATIONC.I.P. NO: T POC SIDEWALKPML � S83i PROJECT NO: 10111 N0. REVISION DESCRIPTION I DATA USM BELOW R FOR INFORMATIONAL PURPOSE ONLY AND SHALL NOT CONSRME A BASS FOR ANY ESTIMATED PROJECT QUANTITIES too -1B 1az9-D2 Item No. Item Code Item Unit Estimated Divisionsion 1 DlWsion 2 Quantities Total As Built Division 1 Division 2 Total 1 2101-0850001 CLEAR+GflUBB ACRE 0.80 0.8 2 2102-0425077 SPECIAL BACKFILL CV 75 75 EXTRA WORK ORDERS 4 2104-2710020 EXCAVATION CL 10 CHANNEL CV 23 23 5 2105-8425005 TOPSOIL FURN+SPgEAD CV 215 215 REM CODE THIS ITEM SHALL CONSIST OF THE REMOVAL OF TREES AND BRUSH WITHIN THE B 2175-0100000 MODIFIED SUBBASE CY 192 192 GRADING LIMIT UNE AS REWIRED FOR CONSTRUCTION ACDMtt ONLY. ANY DEBRIS LOCATED WITHIN THE PROJECT LIMITS SHAH BE REMOVED AND DISPOSED OF BY THE 10 2219-6745500 flNVL OF CURB STA 0.24 0.24 CONTRACTOR. THIS PROJECT SHALL BE COMPLETED MILE REMREMOVINGNG A MINIMUM NUMBER a TREES AND SHRUBS. THE CONTRACTOR SHALL ONLY REMOVE TREES AND SHRUBS DESGNATED AND FIELD TAG(FD BY THE ENGINEER. ME SMALL BE RRESPONSIBLEBLE Epi PROTECTING AND MAINTAINING ALL OTHER TREES TO REMAIN WHICH ARE 1N THE VICINITY OF THE CONSTRUCTIONCONSTRUCTION PROJECT. CONTRACT COMPENSATION SHALL BE ALLOWED. CLEARING OF VEGETATION INCLUDING TREES SHALL BE LIMITED i0 THAT WHICH IS ABSOLUTELY NECESSARY FOR ME CONSTRUCDON OF THE PROJECT. All VEGETATIVE MATERIAL SHALL BE REMOVED TO AN UPLAND NON -WETLAND DISPOSAL 91E. 20 2005-2705000 EXCAVATE+DEWATEfl LS 1 1 21 2408-7800000 STRUCTURAL STEEL LB 158498 758498 2102-0425071 SPECIAL SAMPLE - THE BASE OF THE PROPOSED EMBANKMENT. 2102-2710070 EXCAVATION CLASS 10 ROADWAY AND BORROW - THE ESTIMATED PROJECT QUANTITIES ARE: 107 pl. W1. Gli AND 2650 G1. YD. FILL A SHRINKAGE FACTOR OF 30% WAS USED TO DETERMINE THE ON SHEET A02 FOR 2104-2710020 EXCAVATION CLASS 10, THIS ITEM SHALL BE FOR THE REMOVAL OF MATERIAL ALONG THE BANK IN ORDER 10 31 2502-8221006 SUBDRAIN RISEp 6' EACH 6 6 INSTALL THE CLASS E REVETMENT. 32 2507-9250005 ENGINEER FABRIC SV 34 34 33 2507-6800081 REVETMENT CLASS E TON 36 36 2105-8425015 TOPSOIL, STRIP., SALVAGE+SPREAD TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 8', STOCKPILED AND RESPREAD AFTER CONSTRUCTIONN i0 DISTURBED AREAS. 2113-0001100 SUBGRAOE ST/AL MATL POLYMER GRID - 1H15 ITEM SHALL BE PLACED AS NECESSARY TO STABILIZE THE BASE OF THE EMBANKMENT FILL MATERIAL. 40 2524-6765010 RMV+REINSTALL SIGN EACH 8 8 2115-OIOOOW MODIFIED SUBBASE - 41 2524-9275222 WOOD PORT -TYPE A/B SIGN 4'X6' LF 20 20 SEE '8' SERIES FOR PLACEMENT. THIS ITEM SHALL BE IOOi GRAD N0. 14. �' 42 2524-9325001 TYPE A SIGN SHEET ALUM SF 6.75 8.75 43 2526-8285000 CONSTRUCTION SURVEY LS 1 1 2123-7450020 SHED FINISH, EARTH - ITEM IS Epi FINISH GRADING OF THE TRAIL SHOULDERS AS SHOWN ON THE 8 SHEE1� 2701-0690190 BRIDGE APPROACH, RK -19 - MOOFlm SUBBASE DEPTH ON NORTH APPROACH IS 24. SEE TABULATION ON SHEE= C.02 FOR OUANBIIES THIS ITEM SHALL INCLUDE MATURITY SEE J SHEETS FOR LOCATION, THICKNESS SHALL BE 6'. 2401-6745635 RMVL OF EXIST HANDRAIL - 54 2601-2836044 SEED+FERTILIZE URBAN ACRE 0.27 0.27 THIS ITEM SHALL INCLUDE THE REMOVAL OF THE HANDRAIL ALONG THE EXISTING WEST BARREN. HANDRAIL SHALL BE SALVAGED AND DELIVERED TO JOHNSON SECONDARY ROADS 4810 MELROSE AVE. 57 2602-0000060 pMVL OF SILT FENCE LF 1800 1800 58 2602-0000090 CLEAN-OUT OF SILT FENCE LF 7800 1800 PRICE FOR THIS ITEM SHALL BE COMPLETE PAYMENT AND NO ADDIDIXJAL THIS ITEM SHALL BE USED AS NECESSARY i0 BACKFILL UNSUITABLE MATERIAL AT - - � •' y THIS ITEM SHALL INCLUDE MATURITY TESTING. GRAM"SACKFUL - SEE V SHEETS FOR PLACEMENT UNITS NEAR BRIDGE ABUTMENTS 2102-2720000 EXCAVATION CLASS 20 - UNITS OF CLASS 20 EXCAVATIONWANDTES ARE SHOWN ON THE V SHEETS, EXCAVATED MATERIAL NOT SUITABLE FOR INCORPORADON INTO PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE REMOVED FROM SITE BY CONTRACTOR WTH NO EXTRA COMPENSATION FOR DISPOSAL. 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) - CLASS C CONCRETE SHALL BE USED THROUGHOUT FOR THE STRUCTURE. THE CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION FOR STRUCTURAL CONCRETE ON THIS PROJECT. THIS ITEM INCLUDES THE COST OF FURNISHING AND PLACING ALL CONCRETE SEALER NICE SPECIFICATION SECTION 2317 SMOOTHNESS IX BRIDGE DECKS AND BRIDGEDECK OVERLAYS SHALL APPLY. 2404-7775005 REINFORC STEEL, EPDXY COATED - THIS ITEM SHALL INCLUDE ALL BRIDGE SUPERSTRUCTURE REINFORCING INCLUDING CONIC OPEN RAIL REINFORCING. RUB TO V SHEETS FOR REINFORCING DETAILS 2105-2705000 EXCAVATE + DEWATER - THIS ITEM IS AN ALLOWANCE FOR THE DEWATERING OF ANY GROUNDWATER ENCOUNTERED DURING EXCAVATION AND WHEN PREPARING EMBANKMENT SUBGRADE. DATA USM BELOW R FOR INFORMATIONAL PURPOSE ONLY AND SHALL NOT CONSRME A BASS FOR ANY ESTIMATED REFERENCE INFORMATION D' 29-94 DATA DATA 115IFD BELOW IS FOR BIFORMAWp1M PURPOSE ONLY AND SHAH NOT CONSUME A BASIS FOR ANY EXTRA NOPo( ORDERS. HEM CODE DESCRIPRON 2599-9999009 REMOVE AND REINSTALL GUARD RAIL - 1HIS ITEM SHALL BE FOR THE REMOVAL AND REINSTALLATION OF ME GUARDRAIL ON ME ESTIMATED REFERENCE INFORMATION 03-29-94 DATA LISTED BELOW 5 FOR WFORMAIKNM PURPOSE ONLY AND SHALL NOT CONSUME A BASS FOR ANY RETAINING WALLS ALONG THE EDGE a THE PROPOSED TRAIL METHOD OF EXTRA WORK ORDERS. MEASUREMENT: THE LINEAR FEET 0. WARD RAIL REMOVED AND REINSTALLED WILL 6E O Thickness Inches DETERMINED BY REASURING ALONG TETE EOCF OF THE TOP OF THE GUARD PAIL BASIS Subdrain • Subdrain Outlet Station Sid Qi PAYMENT: FOR THE NUMBER OF LINEAR FEET OF GUARD RAIL THE CONTRACTOR BACKSLOPE ITEM CODE DESCRIPTION 2108-7800000 STRUCTURAL STEEL - COMPLETING THE REMOVAL AND REINSTALLATION OF THE GUARD RAL AS PER THE IHIS ITEM $NA11 INCLUDE P11 FLOOR BEAMS, DIAPHRAGMS, BENZ BEARING DEVICES, PIER CONTRACT DOCUMENTS. 2601-2634100 MULCH - 1.5 1HtS ITEM SHALL INCLUDE MULCH pJ ALL AREAS WITH SLOPES FLATTER IXMI 3:1. 2601-2636015 NARYE CRASS SEEDING - E%1EN40N5, AND POST TENSIONED RODS AND INSTALLATION. 7H15ITEM STALL INCLUDE A NATIVE AND WILDFLOWER MK THE CONTRACTOR SHAll. 11+11.65 SHAPE, SEED, MULCH, FERRUZE AREAS MIH SLOPES STEEPER THAN OR EQUAL TO k1. 2601-2636043 SEED AND FERRUZE (URBAN) - 85 93 F 60 MI$ ITEM SHALL BE APPLIED AT A RALE OF B LBS PER 1000 $F COMPOSED OF Shoulder 40R BAR FA 7676(RTF) TALL FESCUE RF -19C RF -19E or RF -19F Parous • Cl 30R BARVPDO TAIL FESCUE 30K BP1iPo3NGTON TALL FESCUE 2117-1200100 NEOPRENE GLAND INSTALLATION + TESTING - THAN 3:1. MIS ITEM SHALL INCLUDE REMOVAL AND REPLACEMENT OF NEOPRENE CLANGS ON THE 1UflF REINFORCED MAT - IHIS ITEM SHALL INCLUDE MAT M ALL SLOPES GREATER THAN 3:1. TYPE 2 MAT MIH Crushed Backfill Stone L BE USED. RODECRADABLE FIBERS SMALOF 2602-OOWa20 SILT FENCE - EXISTING BRIDGE AS NOTED ON THE PLANS. CONiRACTOR I$ RESPONSIBLE FOR PLACING AND MAINTAINING SILT FENCE i0 PROHIBIT Side SEDIMENT fRgA ENTERING THE RIVER AND STORM WATER SYSTEM. 2602-0000090 CLEAN-OUT 6 SILT FENCE - Size Length Size Length Type 2111-6445101 STRUCTURAL STEEL PEDESTRIAN HANDRAIL - IHIS ITEM $HPi1 INCLUDE THE HANDRAIL AS SHOWN ON THE V SHEETS Ident. Inches Inches 211h6460g10 ORNAMENTAL METAL RAIL- Inches iHIS ITEM SHALL INCLUDE THE BARRIER HANDRAIL ON THE BRIDGE AS SHOWN ON ME V TRAIL 5+39.61 6+48.84 N 4 SHEETS. METHOD OF MEASUREMENT: THE OUANRTY OF ORNAMENTAL METAL RAIL WILL -167-,8-5- R -19 YES 0 BE THE QUANTITY SHOWN IN THE CONTRACT DOCUMENTS IN LINEAR FEET FROM END i0 END OF THE RAILING. BASS OF PAYMENT: THE ORNAMENTAL METAL RAIL WILL BE PND FOR AT 111 CONTRACT UNIT PRICE PER LINEAR FOOT. THIS PAYMENT FULL RISER &OUTLET AT STA 5+90.50 STALL BE RISER AT STA 6+48.84 L MATERIALS, LABOR AND EQUIPMENT NECESSARY FOR COMPENSATION FOR ALZZ 11+35.35 14+75.00 RT VARIES 6 338.46 COMPLETING THE INSTALLATION AS PER THE CONTRACT DOCUMENTS. YES RISER AT STA 11+ 5.35 USE a MG4iR5. TRAI + +3 C7 -C -J 2471-WO0100 SEGMENTAL RETAINING WALL - _7F157 - N IS N - PERFORATED TA + OUTLET { C CONTRACTOR TO SUBMIT SAMPLE BLOCK TO OWNER Epi APPROVAL SEE SHEET 0.01 FOR DETAILS. GLOBAL STABILITY ANALYSIS HAS NOT BEEN PERFORATED, pCOUISRON MIO 17 - C� (� INTAKE AT TAA 1+43 440 16+35.00 17+48. T A IES m v EVALUATION OF ANY GEOTECHNICAL DATA REQUIRED SHALL ff INCLUDED IN THIS ITEM. R15ER AT wws y 2501-0201042 PILE, STEEL, HP10r42 - 6 REFER TO SHEET V SHEETS FOR PILE LOCATIONS AND DETAILS. DRIVING TIPS SHALL IU TIE IN APPROAC LAB SU AN u.ia�r BE INSTALLED ON ALL PIER PILES, 4 6 2 .69 O N 2502-8212006 9JBORNN RISER - TIE I PR LAB N RISERS STALL TERMINATE 6' BELOW GRADE AND HAVE A SOLID CAP THAT IS DETECTABLE MIH MAGNETIC DEVICES. METHOD OF MEASUREMENT: THE ENGINEER MLL COUNT THE NUMBER OF RISERS SUCCESSFULLY INSTALLED. BASIS 0. PAYMENT: FOR THE NUMBER OF RISERS SUCCESSFULLY INSTALLED, THE CONTRACTOR WILL BE PAID THE UNIT PRICE PER EACH. THIS PAYMENT SHALL BE FULL COMPENSATION FOR ALL Mp1EPoALS, LABOR AND EQUIPMENT NECESSARY FOR COMPLETING INSTALLATION 0. RISERS PER THE CONTRACT DOCUMENTS, 2502-8212076 SUBORNN, LONGITUDINAL, (SHOULDER) 6' - 1H15 ITEM SHALL INCLUDE THE LONGITUDINAL SUBDRAINS SHOWN IN THE TYPICAL CROSS SECTIONS (B SHEETS). TRENCHES SHALL BE WRAPPED IN ENGINEERING FABRIC. 2507-3250005 ENGINEER FABRIC - MIS ITEM SHALL PLACED UNDER THE REVETMENT. 2507-6800061 REVETMENT, CLASS E - h115 LIEN SHALL INCLUDE STABILIZATION OF THE DISTURBED BANK ALONG THE ABUTMENT BELOW THE PROPOSED BRIDGE. A DEPTH OF 2' WAS USED i0 DETERMINE THE ESTIMATE QUANTITY. NO NET GAIN OF MATERIAL IS ALLOWED IN FLOODWAY. 2' OF E%ISRNC EMBANKMENT WILL NEED i0 BE REMOVED PRIOR TO PLACEMENT OF REVETMENT. 1510-6745850 REMOVAL OF PAVEMENT - IHIS ITEM SHALL INCLUDE THE REMOVAL OF THE REINFORCED APPROACH SLABS, PAVEMENT NORTH OF NORTH APPROACH AND THE PAVEMENT TAPER AT THE END OF THE EXISDNG TRAIL NORTH OF THE BRIDCi. LOW SLUMP CONCRETE MAY BE PRESENT BELOW THE APPROACH SLABS. REMOVAL OF THIS MATERIAL IF ENCOUNTERED SHALL BE INCIDENTAL TO THIS ITEM. 2511-0702600 RECREA710NM TRAIL PCC, 6' - iHIS ITEM INCLUDES ALL TRAIL PAVING INCLUDING 54 SY OF REINFORCED PAVEMENT ADJACENT TO ME APPROACHES. SEE SHEET 0.02 FOR DETAILS. T52h6765010 RMV k REINSTALL SIGN - MIS ITEM SMALL INCLUDE ME REMOVAL AND REINSTALLATION OF SIGNS AS NOTED ON THE PLANS. METHOD OF MEASUREMENT: THE ENGINEER WILL COUNT THE NUMBER OF SIGNS SUCCESSFULLY REMOVED AND REINSTALLED. BASIS OF PAYMENT: FOR THE NUMBER OF SIGNS SUCCESSFULLY REMOVED AND REINSTALLED, THE CONTRACTOR MLL & PP10 THE UNIT PRICE PER EACH. THIS PAYMENT SHALL BE FULL COMPENSATION FOR ALL MATERIALS. LABOR AND EOIXPYENT NECESSARY FOR COMPLETING INSTALLATION OF RISERS PER THE CONTRACT DOpIMENTS, 2528-8445117 FLACCERS - iH15 LIEN IS ANTICIPATED i0 BE USED WHEN SETTING NEW BRIDGE BEAMS IN PLACE. CONTRACTOR SHALL RECEIVE PRIOR APPROVM FROM CITY IF EXCEEDING INDICATED WANRIY IS ANTICIPATED. THE CONTRACTOR STALL NOTIFY THE CITY 7Yq NEEI(5 PPop2 TO THE e MODIFIED SUBBASE DEPTH IS 24' ON NORTH APPROACH. STP -U-3715(615)--70-52 DRAWN BY: MBS APPROVED BY: RAT $hcenlaker �. FlaaMnd DUBUQUE STREET OVER THE IOWA RIVER BID ITEM REFERENCE INFORMATION =TT. No. c.o2 C•°�°°ate"^^° C.I.P. N0: f`r�-I Ira/rAlorrarr AS2241 PCC SIDEWALK/TRAIL C.OS ,S&H PROJECT N0: 10111 N N DESCRIPTION N PP. DA ESTIMATED REFERENCE INFORMATION D' 29-94 DATA DATA 115IFD BELOW IS FOR BIFORMAWp1M PURPOSE ONLY AND SHAH NOT CONSUME A BASIS FOR ANY EXTRA NOPo( ORDERS. HEM CODE DESCRIPRON 2599-9999009 REMOVE AND REINSTALL GUARD RAIL - 1HIS ITEM SHALL BE FOR THE REMOVAL AND REINSTALLATION OF ME GUARDRAIL ON ME WEST SIDE 6 THE BPopI IN ORDER i0 COMPLETE THE CONSTRUCTION a ME 1(14-9 NOD RETAINING WALLS ALONG THE EDGE a THE PROPOSED TRAIL METHOD OF Location Bridge Station MEASUREMENT: THE LINEAR FEET 0. WARD RAIL REMOVED AND REINSTALLED WILL 6E O Thickness Inches DETERMINED BY REASURING ALONG TETE EOCF OF THE TOP OF THE GUARD PAIL BASIS Subdrain • Subdrain Outlet Station Sid Qi PAYMENT: FOR THE NUMBER OF LINEAR FEET OF GUARD RAIL THE CONTRACTOR BACKSLOPE SHALL BE PATO THE CONTRACT UNIT PRICE. THIS PAYMENT SHALL BE FULL Remorke COMPENSATION FOR ALL MATERIALS. LABOR AND EQUIPMENT NECESSARY FOR 10-2o-09 COMPLETING THE REMOVAL AND REINSTALLATION OF THE GUARD RAL AS PER THE 10 CONTRACT DOCUMENTS. 2601-2634100 MULCH - 1.5 1HtS ITEM SHALL INCLUDE MULCH pJ ALL AREAS WITH SLOPES FLATTER IXMI 3:1. 2601-2636015 NARYE CRASS SEEDING - 7H15ITEM STALL INCLUDE A NATIVE AND WILDFLOWER MK THE CONTRACTOR SHAll. 11+11.65 SHAPE, SEED, MULCH, FERRUZE AREAS MIH SLOPES STEEPER THAN OR EQUAL TO k1. 2601-2636043 SEED AND FERRUZE (URBAN) - 85 93 F 60 MI$ ITEM SHALL BE APPLIED AT A RALE OF B LBS PER 1000 $F COMPOSED OF Shoulder 40R BAR FA 7676(RTF) TALL FESCUE RF -19C RF -19E or RF -19F Parous • Cl 30R BARVPDO TAIL FESCUE 30K BP1iPo3NGTON TALL FESCUE THE CONTRACTOR SHALL SHAPE, SEED, MULCH, FERTILE AREAS MIH SLOPES FLATTER THAN 3:1. 2601-2613101 1UflF REINFORCED MAT - IHIS ITEM SHALL INCLUDE MAT M ALL SLOPES GREATER THAN 3:1. TYPE 2 MAT MIH Crushed Backfill Stone L BE USED. RODECRADABLE FIBERS SMALOF 2602-OOWa20 SILT FENCE - No. Lona CONiRACTOR I$ RESPONSIBLE FOR PLACING AND MAINTAINING SILT FENCE i0 PROHIBIT Side SEDIMENT fRgA ENTERING THE RIVER AND STORM WATER SYSTEM. 2602-0000090 CLEAN-OUT 6 SILT FENCE - Size Length Size Length Type CLEAN 4L7 FROM FENCING ON A REGULAR BASIS AS PER THE SPECIFICATIONS. Ident. Inches Inches Feat Inchea Faet Inches Feet Inches Cu. Yds. Cu. Yds.) TRAIL 5+39.61 6+48.84 T 4 6 -167-,8-5- R -19 YES RISER AT STA 5+ 1 RISER &OUTLET AT STA 5+90.50 RISER AT STA 6+48.84 TRAIL 11+35.35 14+75.00 RT VARIES 6 338.46 YES RISER AT STA 11+ 5.35 USE a MG4iR5. ESTIMATED REFERENCE INFORMATION D' 29-94 DATA DATA 115IFD BELOW IS FOR BIFORMAWp1M PURPOSE ONLY AND SHAH NOT CONSUME A BASIS FOR ANY EXTRA NOPo( ORDERS. HEM CODE DESCRIPRON 2599-9999009 REMOVE AND REINSTALL GUARD RAIL - 1HIS ITEM SHALL BE FOR THE REMOVAL AND REINSTALLATION OF ME GUARDRAIL ON ME WEST SIDE 6 THE BPopI IN ORDER i0 COMPLETE THE CONSTRUCTION a ME 1(14-9 NOD RETAINING WALLS ALONG THE EDGE a THE PROPOSED TRAIL METHOD OF Location Bridge Station MEASUREMENT: THE LINEAR FEET 0. WARD RAIL REMOVED AND REINSTALLED WILL 6E O Thickness Inches DETERMINED BY REASURING ALONG TETE EOCF OF THE TOP OF THE GUARD PAIL BASIS Subdrain • Subdrain Outlet Station Sid Qi PAYMENT: FOR THE NUMBER OF LINEAR FEET OF GUARD RAIL THE CONTRACTOR BACKSLOPE SHALL BE PATO THE CONTRACT UNIT PRICE. THIS PAYMENT SHALL BE FULL Remorke COMPENSATION FOR ALL MATERIALS. LABOR AND EQUIPMENT NECESSARY FOR 10-2o-09 COMPLETING THE REMOVAL AND REINSTALLATION OF THE GUARD RAL AS PER THE 10 CONTRACT DOCUMENTS. 2601-2634100 MULCH - 1.5 1HtS ITEM SHALL INCLUDE MULCH pJ ALL AREAS WITH SLOPES FLATTER IXMI 3:1. 2601-2636015 NARYE CRASS SEEDING - 7H15ITEM STALL INCLUDE A NATIVE AND WILDFLOWER MK THE CONTRACTOR SHAll. 11+11.65 SHAPE, SEED, MULCH, FERRUZE AREAS MIH SLOPES STEEPER THAN OR EQUAL TO k1. 2601-2636043 SEED AND FERRUZE (URBAN) - 85 93 F 60 MI$ ITEM SHALL BE APPLIED AT A RALE OF B LBS PER 1000 $F COMPOSED OF Shoulder 40R BAR FA 7676(RTF) TALL FESCUE RF -19C RF -19E or RF -19F Parous • Cl 30R BARVPDO TAIL FESCUE 30K BP1iPo3NGTON TALL FESCUE THE CONTRACTOR SHALL SHAPE, SEED, MULCH, FERTILE AREAS MIH SLOPES FLATTER THAN 3:1. 2601-2613101 1UflF REINFORCED MAT - IHIS ITEM SHALL INCLUDE MAT M ALL SLOPES GREATER THAN 3:1. TYPE 2 MAT MIH Crushed Backfill Stone L BE USED. RODECRADABLE FIBERS SMALOF 2602-OOWa20 SILT FENCE - No. Lona CONiRACTOR I$ RESPONSIBLE FOR PLACING AND MAINTAINING SILT FENCE i0 PROHIBIT Side SEDIMENT fRgA ENTERING THE RIVER AND STORM WATER SYSTEM. 2602-0000090 CLEAN-OUT 6 SILT FENCE - Size Length Size Length Type CLEAN 4L7 FROM FENCING ON A REGULAR BASIS AS PER THE SPECIFICATIONS. BRIDGE APPROACH SECTION Refer to the RK -Sales Standard Rood Pima. Nat a bid item 1(14-9 NOD tl)-21-08 Location Bridge Station End O Thickness Inches LONGITUDINAL Subdrain • Subdrain Outlet Station Sid SUBDRAIN SHOULDER AND BACKSLOPE Modified Polymer Subbase Crld Tons Sq.Yds Remorke 10-2o-09 10 Refer to RL -13 or RL -15. Refer to Soils Sheets. -Not a Bid Item 10 Location 80 92 F 60 L 1.5 Lon itudinal Subdrain RF -19C Subdrain Outlet 11+11.65 N Road 40 85 93 F 60 Depth Shoulder Backsl a Brid a Berrn RF -19C RF -19E or RF -19F Parous • Cl 190 Crushed Backfill Stone Perforated Remarks No. Lona Station to Station Side D Size Length Size Length Size Length Type 5(za Station Type Ident. Inches Inches Feat Inchea Faet Inches Feet Inches Cu. Yds. Cu. Yds.) TRAIL 5+39.61 6+48.84 T 4 6 -167-,8-5- R -19 YES RISER AT STA 5+ 1 RISER &OUTLET AT STA 5+90.50 RISER AT STA 6+48.84 TRAIL 11+35.35 14+75.00 RT VARIES 6 338.46 YES RISER AT STA 11+ 5.35 TRAI + +3 6 _7F157 - N IS N - PERFORATED TA + OUTLET INTAKE AT TAA 1+43 440 16+35.00 17+48. T A IES 26.64 R15ER AT wws 11+49.14 11+84.9 RT 24 6 29.93 IU TIE IN APPROAC LAB SU AN u.ia�r 11+49.14 11+84. 4 6 2 .69 TIE I PR LAB N BRIDGE APPROACH SECTION Refer to the RK -Sales Standard Rood Pima. Nat a bid item 11z -s tl)-21-08 Location Bridge Station End O Thickness Inches Approach Pavement Non-RaFf. 5nyle- Double- Flxed or • Pay Pavement Reinf. Reinf. Movable Perforated Length Area Pavement Pavement Abutment Subdrain Area Area 4•' Feat Yds. So. Yds. Sq.Yds. F a M Un. Ft. Subdrain • Subdrain Outlet Station Sid Porous Backfill Cu. Yds. • Close •A•• Crushed Stone Backfill Cu. Yds. Modified Polymer Subbase Crld Tons Sq.Yds Remorke 8+70.65 S 10 40 80 92 F 60 L 1.5 174 184 11+11.65 N 10 40 85 93 F 60 L 1.5 239p 190 O TABULATION OF REMOVABLE TAPE MARKINGS O Double Center Line (Yellow) 7O Edge Line Right (White) @ Edge Line Left (Yellow) Location Length In Stations Traffic Control Sheet Phase Side O O O Remarks L R Phase I J.04 6.A6 TABULATION OF PAVEMENT MARKINGS X 4.56 Phase 7 L04 6.90 loa zz0-19-04 X 6.65 Phase 3 J.05 1 Phase 4 J.05 O Broken Center Line (Yellow) 3Q Double Center Line (Yellow) O No -Passing Zone Line (Yellow) ©Broken Lane Line (White) O Edge Line Right (White) (g) Edge Line Left (Yellow) gO Dotted Line (White) Q Solid Lane Line (White) 11 Channelizing Line (White) O3 Stop Line (White) 11 Channelizing Line (Yellow) ®Crosswalk Line (White) 15 Yellow Curb 16 White Curb 1© Yield Lina (White) IB Double Dotted Line (Yellow) Totals Location Length a oas 0.5 47.54 3.3 uan i y ac ors Length In Stations 41.02 47.54 13.30 TOTAL: 102 Road Station to Station Identification Side O O L R O O O gO gO 10 11 12 13 14 I5A 15B 16A 168 17 18 Remarks r)URIJOtIF 5+59.1 TO 19,46.9 x 6.A5 DUBUQUE 5+58.8 TO 12,46-9 6.65 DUBUQUE 5+58.4 TQ 12+46.9 6.R5 Length u oas 13,7 .25 2 1 .25 1 1 .33 7 2 2 6 1.5 3 3.5 3 3.5 Quantity Factors .66 Totals 13.7 13.7 TOTAL: 27.4 N O_ i>. { < aux• C.) ­, rrn E � , 00 P� ' N STP -U-3715(615)--70-52 C.I.P. NO: S&H PROJECT NO: 10111REVISION DRAWN BY: MBS APPROVED BY: RWT Shoemaker A Haaland DUBUQUE STREET OVER THE IOWA PCC SIDEWALK/TRAILOF RIVER TABULATIONS T. No. C.a3 cCO3RE 51 N DESCRI TIN APP. DATE O TABULATION OF REMOVABLE TAPE MARKINGS O Double Center Line (Yellow) 7O Edge Line Right (White) @ Edge Line Left (Yellow) Location Length In Stations Traffic Control Sheet Phase Side O O O Remarks L R Phase I J.04 6.A6 Phase 9 J.04 X 4.56 Phase 7 L04 6.90 Phase 3 J.05 X 6.65 Phase 3 J.05 6.68 6.65 Phase 4 J.05 x 6.88 Totals Length a oas 0.5 47.54 3.3 uan i y ac ors 2 1 1 41.02 47.54 13.30 TOTAL: 102 .25 2 1 .25 1 1 .33 7 2 2 6 1.5 3 3.5 3 3.5 1.71 .66 Totals 13.7 13.7 TOTAL: 27.4 O TABULATION OF REMOVABLE TAPE MARKINGS O Double Center Line (Yellow) 7O Edge Line Right (White) @ Edge Line Left (Yellow) Location Length In Stations Traffic Control Sheet Phase Side O O O Remarks L R Phase I J.04 6.A6 Phase 9 J.04 X 4.56 Phase 7 L04 6.90 Phase 3 J.05 X 6.65 Phase 3 J.05 6.68 6.65 Phase 4 J.05 x 6.88 Totals Length a oas 0.5 47.54 3.3 uan i y ac ors 2 1 1 41.02 47.54 13.30 TOTAL: 102 I I City of lows City 0799901001 I SURVEY CONTROL POINT 62 /� SURVEY CONTROL PDNT #6 I I STAGING AREA sir s/s' REBAR SET PK NAIL IN AREA INTAKE ALLOWED WITHIN - 100 YEaR FLOODPLAIN LIMIT I PARKING BAY W2-4 I T\ 100 Er Wl6-2oP IOWA RIVER u STA 5+ O - OFFSET S. LAMSTNG PROPERTY UNE/R.O.W. UNE O' 3 c SGT Y1 ONTR POINT J SET / " reEBAR LxISTING pcc P O0.ISED RETAINING WALL W AIRF PAa�l/�/(/tel SEE SF�EET 0.01 FOR DETAILS J WA ARIL _6,68.01 BEGIN W.Qt" - _ _ _ r _O SU DRAIN O ET "STA 8+50.00 -( — _ _ 1E-66ZB9 OFFSET -6.12' F)�WACL 56 G 6+6616REMOVE & ^ /RE OVE NO RELOCATE-- �� ^o �0 G _. 6.D6' ExISITNc CULVERT CURB ENLA PCC D TIER 1EXISTING SIGN 16 6-t - w PROPOSED TRAIL BRIDGE • '� 65 br A P 4 LF - 566 _66a N b SEE V SHEETS FOR DETAILS 66861 ._.. 65 b .. _. / +---- 669 _ - 556 x I LIMITS OF GISTURSANCE o _ - - - - - - o - o + y STATION - - .:...� . ,...--. - .,,..-. _•. _-. -- - ,, -_. - -- - - 5+31.23 BEGIN RELO 7E EXiSANG PROPOSED TRAIL COVE EYJBTNC STA 6+J0.1 OP77C PEpESTAL BY OWEST FIBER OPTIC CONDUIT DIiSE'T 1462' I UTILITY CONTRACTOR TO I I I I IN EXISTING BARRIER I III Poe TM"L ' cooRaNgTE W1rR Unurr MIDAI+ERIGN+,G^s LINE _ BUTLER BRIDGE I I I DETECTIBLE WARNING DUBUQUE ST eb — �� SOW R/SER REMOVE & RELOCATE o IE xQ'{167.99 RISER BRIDGE EXPANSEOA✓OIO TXISPNC EWSONG PCC IE=668.33 EXISTING SIGN Exlsljrvc GUARD RAIL L IJ I SEE V SHEETS FOR DETAILS I I I I III I STA 6+3276 �I (BRIDGE MAINTENANCE WORK) GRAPHIC SC ALE 4�j PROPOSED 6' PCC TRAIL BRIDGE APPROACH y,A w+W.. 20 o 10 20 SLAB PAY ITEM LIMITS Q`FSET W. J• REMOVE AND REPLACE EXTS77NG BRIDGE � I EX/S77NG BRIDGE APPROACH o �+ 51• I ABUTMENT EXPANSION JOINT SLAB TO BE REMOVED & REPLACED ^ SEE V SHE Fal D AILS (BRIDGE MAINTENANCE WORK) SOIL BORING B-5 (BRIDGE MAINTENANCE WORK) 685 680 675 670 665 660 655 685 680 675 670 665 660 655 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 1-3715(615)--70-52 DRAWN BY: MBS Shoemakerti Haalantl TRAIL 91T. NO. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER PLAN & PROFILE D.D, N0: 2ROJECT N0: 10111 N0. RE SIGN DESCRIPTION A 16O1O1a".-1 PCC SIDEWALK/TRAIL q�-Rp-yw ca.,rviue i°..r sn� K D.OJ - �$ `R 4 tl x - a tl SEE V 5Ni E TS FOR BRI XE INFORM4 PON PROPOSED GRADE5.66 srA - BRIDGE BUTTNENT EL 669.if EXISTING GRADEAp . BEV - 689. EL � i PROPO TRAIL ELEVATTON: \\ E)GSTN GROUND. ELSVA TOM n b m 0 685 680 675 670 665 660 655 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 1-3715(615)--70-52 DRAWN BY: MBS Shoemakerti Haalantl TRAIL 91T. NO. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER PLAN & PROFILE D.D, N0: 2ROJECT N0: 10111 N0. RE SIGN DESCRIPTION A 16O1O1a".-1 PCC SIDEWALK/TRAIL q�-Rp-yw ca.,rviue i°..r sn� K D.OJ IWATERS OF THE UNITED STATES I FLOODWAY LIMIT cc � _ ' LIMITS OF DISTURBANCE EC / SUBDRAIN RISER WETLANDS River Products Company, Inc. 0733126004 Q� I _ 1E=668.33 O PROPOSED RETAINING WALL _ r' I I I I '� — — — -- END wau — - — — — — _ — _ CONSTRUCTION EASEMENT SUBDRAIN OUTLET SEE SHEET'4.01 FOR DETAILS ITA II+sO w — — — — — .— — — _ ._, _ NON-PERFORATED ..� 1E=661.99 PROPERTY LNE/R.O.W LINE 659 PROPOSED TRAIL BRIDGE qt BtGIN WALL `f �'I - I ��r 16-13'- RE CA EXISTING FIBERSTA v+Ia.IS 665 �_--+ - --- '— -- -- _- OP C PEDESTAL BY ortsEr -6zD' C OFRACTOR 'se o TI F _ .,�d OokNG .� 3 } -,- - C) — } -_ - {� c�- o Untl7y. TO COO DIM WITH �Fo) UnLlrr f pro? �- I'D, f -- Fo ra o I OWEST FIRER OPTIC CONO IT I ' MIDAMERI CAN I u _ o � PROPOSED 6" PCC 7RAlt�� SOIL BORING ..-a STA r4+sZaG IN E%ISnNc eAa ER I GAS UNE I' I - 501 tos' L -2 B-2 REMOVE AND RELOCATE EXISTING SIGN -- ,, L REMOVE AND RELOCATE EX/STING SIGN DFFgT lase' BUTLER BRIDGE - last 1=ts.o' � D- C=1-LT-z END PAVE{EMEN REPLACEMENT DUBU EST QU SUBDRAIN RISER - I � I 1 - / 31' IE=662.11 I / STA 1.02 - k OFFSET752.52.82' SDRV Y CONTROL REMOVE AND REPLALE EXlS77NG BRIDGEBORINIG POINT a -� ABUTMENT EXPANSION JOINT B-z SEE V SHEETS FOR DETAILS STA 11+21.96 I SET 5/REBAR PROPERTY UNE/R.o.w. urvE STA 71+49.14 BRIDGE APPROACH SLAB (BRIDGE MAINTENANCE WORK) OFFSET 48.03' ITEM PAY LIMITS —� T I EXlS77N BRIDGE GRAPHIC SCALE APPROACH SLA TO BE Glasgow, lames P Glasgow, James P 20 REMOVED & RE LACED 0733176003 0733176002 ao (BRIDGE MAINTENANCE 'WORK) I (OE) F; CONNECT SUBDRAINS TO BRIDGE APPRO�CH SLAB SUBDRAIN y O..1, _ 685 �:f'S.: 685 YH ST 28 II+.97 : :: .�.. - W1 669.61: CURIE LINE'+:17.55: dS. 680 .,. 660Cl) — r + ^ ; Y : rn vatm: 75 675 e :. . s F e � � BRIDGE ABUTMENT 4 - - 4 PROPOSED GRADE 670 570 -5Ll V SHEETS FOR BRIDGE INFORMA77 ` .. m 665 i mIiFIf Rnl 665 M EE K. fa5 ._ -- — --- _ —, F E%ISTNG GRADE N 660 660 N I / PROP TRAILEU vanoN b Q " 655 EASTNJG GROUND EIEVp ION - 655 bblo Nb.`O Iq brorym O) ObNm ^h OI O me a�'o •m �'o V b NN emn ry LOU) Mm N bb be o tIn b ,oi baco b b In 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 S'fP-U-3715(815)--70-52 DRAWN BY: MBS APPROVED BY: RWT Shoemakers. Haalantl DUBUQUE STREET OVER THE IOWA RIVER TRAIL PLAN & PROFILE MT. ND. o.oz AUw,wyRwd C.I.P. N0: 1* PCC SIDEWALK/TRAIL D.D3 5&H PROJECT NO: 10111 a—Ivllk w-,aez<i OF N E SION DESCRIPTION App. ATE River PEvduots Compaq], Inc. 100 YEAR ROODPLAIN OMIT / \ \ PROPERTY UNE/R.OX LINE Ryer Products Company, y, Inc. \ Q Q 0799126\1�� TRM9RON MIDPOINT / \ Q O STA 16+2500 EMO 7RAN.9 aY PRESERVE AND PROTECT DETECTABLE WARNINGZ) Q C17NSIRUCRON EASEMENT OFFSET -4.95' slA I6 -55o EXISTING FENCE SEE SHEET (x.01 FOR \ Q V 66511 4.93' CAJ iRANST ON V 665n RAMP DETAILS eE\ sTA l6+ .50 � PROPOSED R.O.W. UNE LIMITS OF DISTURBANCE OrFSET -4.97' \ EIEY 665.01 / _ - REMOVE AND MIQAMER�CAN GAS�UNE RELOCATE o rn ,4 659 bo - — --- _ _ _ EA1577NG SIGN e \ �_ QWEST FIBER OPTC B-5 IF}I0 6ti b ti 0 I Flo I* h �,. I}L ti a b b� SOI( BORING 1� 685 680 675 670 665 660 655 lames Leo O'Rourke Trust 0789176001 00 6 � 2 REMOVE AND REPLA PCC CURB d• CUTLER APPROX 20 LF !R AND RELOCATE EXISTING SIGN IN RISER 71 / DUBUQUE ST River Products Compagv, Inc. PRESERVE AND PROTECT 680 EX/SRNG FENCE W2 -i -_- .{ EXISTING GRAVEL MOVE EI(IS11NC SET5/ SET 5/9' REBAR STA I4+97.40 - - — — STA 16+4550 i PCC TRAIL E 01T IS26' EXISTING - - -STA 16+00.500 s.Or - IE* N0. RE SIGN DESCRIPTION AP A OFFSET 521`—- _ _...�tEv casss -- PROPOSED 6" PCC ]RAIL EV GJ ft EV 6651J =' REMOVE EXISTING 'd STA 16+35.0 - PAVEMENT SW -512, 18"0 STA 14+75 TO 16+35 SOLID WALL 6"0 SUBDRAIN / RIM 664.43 IE 662.91 SW -604, TIPE 4A CAS77NG TRAN51710N MIDPOINT - - 5'LOP TRANSITION STA 16+25.00 _ / m OFFSET 5.05' EIEV 665.37 4 TA 18+OS STA 16+4 685 680 675 670 665 660 655 lames Leo O'Rourke Trust 0789176001 00 6 � 2 REMOVE AND REPLA PCC CURB d• CUTLER APPROX 20 LF !R AND RELOCATE EXISTING SIGN IN RISER 71 / DUBUQUE ST "I- E%IGPNG PCC PROPEM UNE/R.O.W. UNE o GRAPHIC SCALE 0 0 1v 2v ?`° River Products Compagv, Inc. PRESERVE AND PROTECT 680 EX/SRNG FENCE W2 -i -_- 200 FT Wi6-2aP i- SURVEY- CONTROL POINT p5 INSTALL 200' FROM SET5/ SET 5/9' REBAR INTERSECTION - - Rivar Products Company, Ino. 0799126004 %O # _ P66 1R41L EXISTING "I- E%IGPNG PCC PROPEM UNE/R.O.W. UNE o GRAPHIC SCALE 0 0 1v 2v ?`° 0 17+75 18+00 18+25 18+50 680 STP -U-3715(615)--70-52 C.I.P. NO: DRAWN BY: MBS APPROVED BY: RWT d 49"- Shoemaker4.Haaland -.,_..,.s.,..,�--,.,.—. 675 (7 STREET OVER THE IOWA RIVER PCC SIDEWALK/TRAIL _G rr-n -o rn 670 S&H PROJECT NO: 10111 N0. RE SIGN DESCRIPTION AP A 665 GJ =' o 'd - 5'LOP TRANSITION _ m 4 TA 18+OS STA 16+4 m x + YH STA 7+47.40 .SVA �.I5i513.' LNt1£ TEN.50.00 K -I:7 4 LL a G wf - 66AS2 CtM ' LdSL 0. 2001{ K 200�a __— — _v �— ---- --- --_ — ----- ----- ------ 1P STA• 3+IPiir�_ ---------- h P 8 .� PROPOSED BOTTOM OF AGE `� 9j E%ISTNG GRADE $ PROPOSED GRADE b n PROPO D TRAIL EU VA77ON y y S. '.EASTWG GROUND ELEVA ON m Ipm n pm I�jm {pm m N^ hm m rpm rn ppm rn o - m r am N V r7 m < m hrp < MTm 6 hm h hm n �m bm n� n Tri vi Tri ro m m N� to bm rpm m m rom m m 'c to brn �n �m bm 685 M 655 15+00 15+25 15+50 15+75 16+00 16+25 16+50 0 17+75 18+00 18+25 18+50 680 STP -U-3715(615)--70-52 C.I.P. NO: DRAWN BY: MBS APPROVED BY: RWT d 49"- Shoemaker4.Haaland -.,_..,.s.,..,�--,.,.—. 675 (7 STREET OVER THE IOWA RIVER PCC SIDEWALK/TRAIL _G rr-n -o rn 670 S&H PROJECT NO: 10111 N0. RE SIGN DESCRIPTION AP A 665 GJ M 655 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 STP -U-3715(615)--70-52 C.I.P. NO: DRAWN BY: MBS APPROVED BY: RWT 49"- Shoemaker4.Haaland -.,_..,.s.,..,�--,.,.—. DUBUQUE STREET OVER THE IOWA RIVER PCC SIDEWALK/TRAIL ,., rwrm vaz 1 S&H PROJECT NO: 10111 N0. RE SIGN DESCRIPTION AP A " TRAIL PLAN & PROFILE NOTES: 1. TRAFFIC CONTROL SHOWN IN THE PLANS IS MEANT TO BE SCHEMATIC IN NATURE. ALL TRAFFIC CONTROL INCLUDING SIGN PLACEMENT LOCATIONS SHALL BE IN STRICT ACCORDANCE WITH THE IOWA DOT AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD, AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130). 2. THE CONTRACTOR WILL NOT BE ALLOWED TO STAGE/STORE MATERIAL OR EQUIPMENT ON THE ROADWAY SHOULDERS. 3. DURING SHORT DURATIONS AS NECESSARY THE CONTRACTOR MAY REDUCE THE TRAVELED WAY ON THE BRIDGE TO ONE LANE. FLAOCERS MUST BE PROVIDED AND APPROVAL MUST BE RECEIVED FROM CONTRACTING AGENCY. 4. DURING THE REPLACEMENT OF THE EXISTING BRIDGE APPROACH AND JOINT SEALS, ONE-THIRD OF THE BRIDGE MAY BE CLOSED PROVIDING FOR TWO LANES. 5. TEMPORARY EDGE LINES SHALL BE PAINTED ONE FOOT INSIDE OF THE BASE OF BARRIERS. 6. BRIDGE APPROACH SLAB POURS (PHASE 2A) SHALL NOT OCCUR UN71L ALL OTHER WORK REWIRING PHASE 2 TRAFFIC CONTROL IS COMPLETE. 7. CONSTRUCTION OF SEGMENTAL BLOCK RETAINING WALLS MAY REWIRE REMOVAL OF A PORTION OF THE WEST 1/3 OF THE APPROACH SLAB DURING PHASE 2. THIS WORK SHALL OCCUR WITHIN THE 12 FOOT CONSTRUCTION ZONE ESTABLISHED IN PHASE 2. 8. ALL BARRIER END SECTIONS SHALL BE CONCRETE BARRIER TRANSITION END SECTIONS. REFER TO STANDARD ROAD PLAN BA -401. PROPOSED PROPOSED TRAFFIC CONTROL LAYOUT -PHASE 1 DURING PEDESTRIAN BRIDGE CONSTRUCTION -EAST SIDE (SET ROD ANCHORS AND GUIDES) TRAFFIC CONTROL LAYOUT -P DURING PEDESTRIAN BRIDGE CONSTRUCTION -WEST SIDE J.Ot (BRIDGE CANTILEVER AND TRAIL CONSTRUCTION, SEGMENTAL BLOCK WALLS AND APPROACH TRAIL) EXISTING JERSEY BARRIER STP -U-3715(815)--70-52 DRAWN BY: MBS Shoemaker 1. Haalana TRAFFIC CONTROL APPROVED BY: RWf DUBUQUE STREET OVER THE IOWA RIVER C.I.P. NO S&H PROJECT NO: 10111 N SI RF GN DFSMIPII N �pR ��d. RO°O PCC SIDEWALK/TRAIL bw ssz�i J.OS N O_ EXISTING JERSEY— BARRIER O D —4 ,<r- --a� C=) w STP -U-3715(815)--70-52 DRAWN BY: MBS Shoemaker 1. Haalana TRAFFIC CONTROL APPROVED BY: RWf DUBUQUE STREET OVER THE IOWA RIVER C.I.P. NO S&H PROJECT NO: 10111 N SI RF GN DFSMIPII N �pR ��d. RO°O PCC SIDEWALK/TRAIL bw ssz�i J.OS PROPOSE[ PROPOSE[ TRAFFIC CONTROL LAYOUT -PHASE 2A DURING WEST 1/3 APPROACH SLAB AND JOINT REPLACEMENT EXISTING JERSEY BARRIER TRAFFIC CONTROL LAYOUT -PHASE 4 DURING EAST 1/3 APPROACH SLAB AND JOINT REPLACEMENT JERSEY PROPOSI TRAFFIC CONTROL LAYOUT -PHASE 3 DURING CENTER 1/3 APPROACH SLAB AND JOINT REPLACEMENT EXISTING JERSEY BARRIER STP—U-3715(615)--70-52 DRAWN BY: MBS $hoBrt40='AH3.23' TRAFFIC CONTROL APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER C.I.P. NO: ieo w.mr xow PCC SIDEWALK/ IRAIL S&H PROJFCT NO: imtt un o zncinu nccroiornu • nn.r o�loo-bn co.a..�. io... znu a� N !_ ice% �m a rn y�: r T+ O w STP—U-3715(615)--70-52 DRAWN BY: MBS $hoBrt40='AH3.23' TRAFFIC CONTROL APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER C.I.P. NO: ieo w.mr xow PCC SIDEWALK/ IRAIL S&H PROJFCT NO: imtt un o zncinu nccroiornu • nn.r o�loo-bn co.a..�. io... znu a� 4 COLNSHIRE Its WATERWORKS PRAIRIE TRAIL HEAD PARKING BLVD \ m IOWA RIVER GRAPHIC SCALE LEGEND TRAIL \ FCLOSED AHEAD 400 �W20-3 ROAD CONSTRUCTION AHEAD REDUCED BRIDGE WIDTH AT IOWA RIVER 12 FOOT LANES, NO SHOULDER W20-3 O\ TRAIL \ CLOSED AHEAD 5OO y i WW2200-3 @4 \, TRAIL CLOSED 0_ (\ r R11-2 WITH TYPE III BARRICADE 3 `9G,p N O HAYWOOD DR GGA a O 9 GO w� � MISSION PT cp)� J r TRAIL -ICJ FOST R RD CLOSED aCr -o AHEAD 3- ARCH ROC 1000' O� s (815)--70-52 DRA11N BY: MBS APPROVED BY: RWT i" O W20-3 Shoemaker /. Haalantl T J TRAFFIC CONTROL 3 `9G,p o FLIRT a HAYWOOD DR GGA a O 9 GO w� � MISSION PT OFly0 VC.I.P.NO: SUGAR LOAF RD FOST R RD CIR O c O� ARCH ROC (815)--70-52 DRA11N BY: MBS APPROVED BY: RWT � Shoemaker /. Haalantl DUBUQUE STREET OVER THE IOWA RIVER PCC SIDEWALK/TRAIL TRAFFIC CONTROL 91T. N0. J.os T N0: 10111�„"„"r's"� 05 aF N RE SION DESCRIPTION A DA PLACED BEYOND END OF PROJECT I WI -4 END I ROAD WORK G20-2� CHANNELIZING DEVICE W20-1 RO O L. JERSEY BARRIER LOCA77ON TEMPORARY DOUBLE YELLOW PAVEMENT MARKINGS TEMPORARY WHITE EDGE PAVEMENT MARKINGS Wl-4 W20-1 O DMEZ' .k.k. o e W1-4 Cl CHANNELIDNG DEVICE GRAPHIC SCAL ao� G20-+ END ROAD WORK DETOUR PAVEMENT PLACED BEYOND END OF PROJECT TRAFFIC CONTROL LAYOUT -PHASE 1 1 TRAFFIC CONTROL BARRIER LOCATIONS J.04 WI -4 W2G-1 - BOAO W� ANFAD PLACED BEYOND O END OF PROJECT WI -4 I R N CHANNELIZ/NG DEVICE REMOVAL (TYP) CHANNEUENG DEVICE o G2G-2 J R g EXTEND TO END OF PROJECT O END { N nJERSEY BARRIER LOCATION $ 3 ROAD WORK Y O W20-1 WI -4 0 - w F n TEMPORARY DOUBLE YELLOW TEMPORARY WHITE EDGE PAVEMENT MARKINGS DETOUR PAVEMENT END pone O f ROAD WORK xvpY PAVEMENT MARKINGS AHEAD = G20-2 (IIY W1-4 PLACED BEYOND END OF PROJECT R )tel TRAFFIC CONTROL LAYOUT -PHASE 2-2A z TRAFFIC CONTROL BARRIER LOCATIONS .0 STP -U-3715(815)--70-52 DRAWN BY: MBS Sh00M er4JHaaland TRAFFIC CONTROL =IT N0. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER J.N C.I.P. NO OJECT NO: 10111DESCRIPTION PCC SIDEWALK/TRAIL S&H PR N0. E SIGN OESCRIPTI N A DA PLACED BEYOND END OF PROJECT G2G-2 END ROAD WORK JERSEY BARRIER / O CA 77ON TEMPORARY SINGLE YELLOW PAVEMENT MARKINGS _ REMOVAL (TYP) W1-4 W20-1 ROM WJRI( _ INFJID W20-1 WI -4 I I. TEMPORARY (/ EDGE JERSEY BARRIER LOCATION O ROM * PAVEMENT T"I/TEMAARKINGS CHANNEL/ZING � DENCE W1-4 TRAFFIC CONTROL LAYOUT -PHASE 3 PLACED BEYOND END OF PROJECT 620-2 END ROAD WORK W20-1 ROM nowt AHEM �c ig TRAMC CONTROL BARRIER LOCATIONS J.05 WI -4 :TOUR PAVEMENT END ROAD WORK G20-2 PLACED BEYOND J IENPR CT W2D-1 ROAp woRlc /JIEM > N O O 3 � -..I B �rn S* p END ROAD WORK 620-2 i PLACED BEYOND � END OF PRO�ECT_iai—IOC TRAFFIC CONTROL BARRIER LOCATIONS 1J.05 sTP-u-3715(615)--70-52 DRAWN BY. MBSAPPROVED BY: RWT voemaxc DUBUQUE STREET OVER THE IOWA RIVER TRAFFIC CONTROL m "a C.I.P. N0: SBH PROJECT NO: 10171 R SION DESCRIPTION p. "Js,�0,.'e, S2 PEC 9DEWMLC/TFtAIL a ii 11 i6tm OF J.OS , REMOVAL (TYP) Y " gCHANNELIZINGDDEVICE$ DETOUR PAVEMENT XRSEY BARRIER LOCATION "SEY BARRIER LOCATION GRAPHIC SCALE �tar�Iar TRAFFIC CONTROL LAYOUT -PHASE 4 :TOUR PAVEMENT END ROAD WORK G20-2 PLACED BEYOND J IENPR CT W2D-1 ROAp woRlc /JIEM > N O O 3 � -..I B �rn S* p END ROAD WORK 620-2 i PLACED BEYOND � END OF PRO�ECT_iai—IOC TRAFFIC CONTROL BARRIER LOCATIONS 1J.05 sTP-u-3715(615)--70-52 DRAWN BY. MBSAPPROVED BY: RWT voemaxc DUBUQUE STREET OVER THE IOWA RIVER TRAFFIC CONTROL m "a C.I.P. N0: SBH PROJECT NO: 10171 R SION DESCRIPTION p. "Js,�0,.'e, S2 PEC 9DEWMLC/TFtAIL a ii 11 i6tm OF J.OS BEGIN EDGE UNE MATCH EXISTING BEGIN DOUBLE CENTER UNE MATCH EAIS77NG BEGIN EDGE UNE MATCH EXIS7ING 02 Broken Center Line (Yellow) Oj Channelizing Line (White) 03 Double Center Line (Yellow) Q Channelizing Line (Yellow) SO No—Passing Zone Line (Yellow) l Stop Line (White) © Broken Lane Line (White) 4 Crosswalk Line (White) 7Q Edge Line Right (White) Yellow Curb ® Edge Line Left (Yellow) I White Curb 90 Dotted Line (White) Yeld Line (White) 1� Solid Lane Line (White) ® Double Dotted Line (Yellow) END EDGE UNE MATCH EXISTING 0 0 END DOUBLE CENTER UNE MATCH EXISTING END EDGE UNE MATCH £VS7ING GRAPHIC SCALE x� STP -U-3715(815)--70-52 DRAWN BY: MBS Shoemaker i. Haalan PAVEMENT MARKINGS 91T. NO. APPROVED BY: RVrr DUBUQUE STREET OVER THE IOWA RIVER P.01 C.I.P. N0: IS&H PROJECT NO: 10111 �. �m.wcar ROa° PCC SIDEWALK/TRAIL Pm REV1510N DESCRI_PTI N app. _ A cw,�.+��.i., ssz<. N O y < c") r �"' m O�= Q t Tr o J^ STP -U-3715(815)--70-52 DRAWN BY: MBS Shoemaker i. Haalan PAVEMENT MARKINGS 91T. NO. APPROVED BY: RVrr DUBUQUE STREET OVER THE IOWA RIVER P.01 C.I.P. N0: IS&H PROJECT NO: 10111 �. �m.wcar ROa° PCC SIDEWALK/TRAIL Pm REV1510N DESCRI_PTI N app. _ A cw,�.+��.i., ssz<. 650 650 I TSTA 18+66A8 STA 5+49.61 OfTS 7 -4.00. I p T -5.00' STA 5+19.61 PROPOSED GRADE MATCH EMST a v 66966 am' AT BOTTOM OF WALL i I a v 666.09 ( v 669.88 PROPOSED TRAIL ELEVA RON BEHIND WALL PRO NDE SOIL RGHTVINT STA 18+6651 STA 54,39.61 -BETWEEN ABUIMEN AND MATCH Aw 500' HATCH 6.12 aEV 6M..02 SEGMENTAL BLOCK WALL I aEV 666.12 670 670 su 539.61 Q'TgT -500' STA 18+59.61 ffiEv 669.H1 I BRIDGE PROTECT EVS77NG BOULDERS oTTsr A00' _ ABUTMENT AND LANDSCAPING (T)P) MATCH o ST $eea E E 666.09 9 A .5419.64 OTFSET -5.00' El" 669.88 EM577NG GRADE `\ � STA s+5163 660 660 acv60..m 0 20 40 55 IB+SL88 OiFSET-A00' STA 5+28.43 NORTH WALL ELEVATION �i � I MATCH 6W..07 aEV 6MM 1 NTS Q.o WATERWORKS PRAIRIE I PARK ENTRANCE 650 650 I QUARRY ROAD CURB RAMP AT PARK ROAD _ I PROPOSED TRAIL ELEVA77ON BEHIND WALL NTS 0.01 PROWDi SOA 77GHT JOINT I — BE714EE ABUTMENT AND SEGMEN AL BLOCK WALL 670 670 BRIDGE ABUTMENT --- STA 16+1564 N PROPOSED GRADE OFFSET –6.00'o AT 8077770 OF WALL v seem STA 18+15.0.5 660 EMSTING GRADE. sso aEY 66a 74 O 0 C) n s 0 20 40 y SOUTH WALL ELEVATION I CURB REMOVAL AND REPLACEMENT C-)c'� '� r NTS Q.Ot PROTECT EXISTING x I -. SEE D SHEETS,,,fir' M FENCE (TYP)� . . 0 Z V' STA 16+02,30 HANDRAIL I I LTEv e6Sw y O SEE SHEETS V.20–V.22 FOR DETAILS BRIDGE ABUTMENT STA 18+00.16 -arwr 60y ELEV 66622 STA 17+96. 30 1-111- SEGMENTAL ALL _ RETAIN/NC WALL � 666.21 STA 17 awl 11- 1 666or GRANULAR BACKFILL I I STA 17+WM EXCAAVVAA 77ON UNE \\����\/ \ / 1 / _ x I E/EY sss.cr, / _\\ ✓���\����\\/ ���/�`�����\��� �������lf\//f`�\ —/\ ESEV 666.16 LEVELING 4"0 PERFORATED SUBORAIN SEGMENTAL BLOCK RETAINING WALL SECTION CURB RAMPS AT QUARRY ROAD a NOTES: - — — q–o NTS Q.O INSTALL WALL PER WALL DESIGNERS SPECIFICATIONS. STP–U-3715(815)--70-52 DRAWN BY: MBS ShO kerAHmWrl0 DETAILS SNi. N0. APPROVED BY: RWT\ DUBUQUE STREET OVER THE IOWA RIVER 0.01 C.I.P. NO: ff.��L�II ie9w�.T wo,e PCC SIDEWALK,1RAIL 002 S&H PROJECT NO: 10111 REVISION DESCRIPTION APP. DATE 011 "' 1F B£G/N SEGMENTAL BLOCK RETAINING WALL f I I I APPROACH SLAB SEE SHEET V.17 O BEGIN SEGMENTAL BLOCK RETAINING SEGM WALL END SEGMENTAL BLOCK RETAINING WALL ¢ HANDRAIL NDARD TRAIL SECTION f6" —CED TRAIL �'4 ®I2" c.c. SD 6" 50_6 SD 6 SD_6• S _ �6 6" SD_ 06" SD WALL PLAN 1" — 5' '0 r —O rn m s � �c r END SEGMENTAL BLOCK O _ RETAINING WALL BEARING STANDARD TRAIL SECTION- q ¢ HANDRAIL -'_�- = •" --- �' o _ APPROACH SLAB 4 - SEE SHEET ✓ 17 REINFORCED TRAIL 0 6" SCAB K17H f4 ®12" c.a I Al I- 6 Soft .. -- ���� I SOUTH WALL PLAN 1- - 5' p.0 STP -U-3715(815)--70-52 DRAWN BY: MBS Shoemaker.. Hazlantl DETAILS 5117. N0. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER Oo2 C.I.P. NO: wruwa PCC SIDEWALK/TRAIL 002 ESBH PROJECT NO: 10111 _ �N6T— REVISION DESCRIPTION A � SOIRHBUTT5FNf g PIER i, * STA 6+70.5STA 1+46.40 75'-9' 96'-6' PIER LONGITUDINAL SECTION ALONG CENTERLINE OF BRIDGE a :1'.w PIER 13 STA 8+39.40 PIERi4 STA 10+35.90 NORTH ABUTMENT STA 11+11.65 I I LII I II 1 I I I 11 I 1 II \ I I I I I EXISTING FLOODWAY UNR I \I I I I BRIDGE CENIERUNE j � IJ DUBUQUE STREET SITUATION PLAN acne: r -m r rlh� 1 L 1111 ii�ii I' \'�il';�li�� I I III I III I I III I II 1 LWJ II s . I EXISTING FLOODWAY UMR� VPC STA 6+70.65 VPC STA 11+16.65 EL 669.71 EL. 669.71 +0199.1 -0.499- VP1 STA 8+91.15 EL = 670.81' LV.C. = 441' K = 441.88 E = 0.55 PROFILE SCPlE: NONE LOCATION OVER IOWA RIVER DUBUQUE STREET R -6W T -80N SECTION 33 EAST LUCAS TOWNSHIP JOHNSON COUNTY o __________ s y / 4 1/2.0 PERFORATED Q DESIGN HIGH WATER ELEVATION 660.5 SUB DRAIN j BRIDGE WATERWAY AREA 5400 SO. Fr. AVERAGE VELOCITY: 5.8 FPS Or 0 50 20000 CET STAGE 659.0 ,Y 0 100 25000 CFS STAGE 660.1 cuss E REOETNErN �% 0 500 40000 CFS STAGE 663.3 CLASS E REVETMENT NEW PEDESTRIAN BRIDGE I %; L, DIRMIE HIGH WATER: 50000 CFS STAGE 664.1 (YEAR 1981) NOTE HAW REGULATED BY CORALVLUE DNI 2.9 MILES UPSTREAM SINCE 195& STP -U-3715(615)--70-52 DRAWN BY: DA APPROVED BY: AC I I LII I II 1 I I I 11 I 1 II \ I I I I I EXISTING FLOODWAY UNR I \I I I I BRIDGE CENIERUNE j � IJ DUBUQUE STREET SITUATION PLAN acne: r -m r rlh� 1 L 1111 ii�ii I' \'�il';�li�� I I III I III I I III I II 1 LWJ II s . I EXISTING FLOODWAY UMR� VPC STA 6+70.65 VPC STA 11+16.65 EL 669.71 EL. 669.71 +0199.1 -0.499- VP1 STA 8+91.15 EL = 670.81' LV.C. = 441' K = 441.88 E = 0.55 PROFILE SCPlE: NONE LOCATION OVER IOWA RIVER DUBUQUE STREET R -6W T -80N SECTION 33 EAST LUCAS TOWNSHIP JOHNSON COUNTY HYDRAULIC DATA o �—o �ERFORA� n s y DRAINAGE DISCHARGE 32000 CPS DESIGN HIGH WATER ELEVATION 660.5 CHANNEL SLOPE 2.19 FT / W. '73 BRIDGE WATERWAY AREA 5400 SO. Fr. AVERAGE VELOCITY: 5.8 FPS HYDRAULIC DATA DRAINAGE AREA 3154 SO. MILES DRAINAGE DISCHARGE 32000 CPS DESIGN HIGH WATER ELEVATION 660.5 CHANNEL SLOPE 2.19 FT / W. BRIDGE WATERWAY AREA 5400 SO. Fr. AVERAGE VELOCITY: 5.8 FPS 0 50 20000 CET STAGE 659.0 0 100 25000 CFS STAGE 660.1 0 500 40000 CFS STAGE 663.3 0 OVERTOPPING > 0 500 DIRMIE HIGH WATER: 50000 CFS STAGE 664.1 (YEAR 1981) NOTE HAW REGULATED BY CORALVLUE DNI 2.9 MILES UPSTREAM SINCE 195& STP -U-3715(615)--70-52 DRAWN BY: DA APPROVED BY: AC �yyb DUBUQUE STREET OVER THE IOWA RIVER SITUATION PLAN 446'-0' . 11'-2" - 5 SPAN, 0' SKEW sHr. N0. V.a, ,.,,,,, C.I.P. NO PCC SIOEWALK/fRVL ROLLED STEEL BEAM BRIDGE I'1p S&H PROJECT N0: 10111 N0. RENSION DESCRIPTION AP DA 75'-9' END SPANS & 96'-6' INTERIOR SPANS V'AZ ol STRUCTURAL STEEL NOTES : THE DESIGN Of THE STRUCTURAL STEEL MEMBERS HAS BEEN BASED ON THE FOLLOWING: (1 )DESIGN VEHICLE: HL -10. (2)PRIMARY MEMBER FLEXURAL CAPACITY IS BASED UPON ELASTIC SECTION PROPERTIES (S), NOT PLASTIC SECTION PROPERTIES (Z). (3)LIVE LOAD DEFLECTION LIMIT: L/800. (4)LIVE LOAD DISTRIBUTION FACTOR FOR DEFLECTION: EQUALLY DISTRIBUTED TO All BEAMS. STEEL H PILE SECTION HP10x42 SHALL BE USED FOR ALL ABUTMENTS AND PIERS. PILE SPACING AND NUMBER OF PILES ARE BASED ON A MAXIMUM CAPACITY OF 6 KS (I DO K = 50 TONS). IMPACT IS INCLUDED IN INTEGRAL ABUTMENT PILE DESIGN. MAGNETIC PARTICLE INSPECTOR OF WELDS SHALL BE DONE PER AWS SPECIFICATIONS. SPECIFICATIONS DESIGN: AASHTO LEFT) 4TH EDITION, SERIES OF 2007 UP TO 2008 INTERIM. CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2009, PLUS APPUCABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISONS SHALL APPLY TO CONSTRUCTION WDRK ON THIS PROJECT. WELDING: AASHTO/AWS 01.5 AS SPECIFIED AND MODIFIED BY THE STANDARD SPECIFICATIONS AND CURRENT SUPPLEMENTAL SPECIFICATIONS DESIGN STRESSES : DESIGN STRESSES FOR THE FOLLOWNG MATERIALS ARE IN ACCORDANCE WITH THE AASHTO _RFD 4TH EDITION, SERIES OF 2007 UP TO 2008 INTERIM, REINFORCING STEEL IN ACCORDANCE WITH SECTION 5, GRADE 60 . DECK CONCRETE IN ACCORDANCE WITH SECTION 5, is = 3500 psi. SUBSTRUCTURE CONCRETE IN ACCORDANCE WITH SECTION 5, T'c = 3500 psi. STRUCTURAL STEEL IN ACCORDANCE WITH SECTION 6, ASTM A709, GRADE SOW AND GRADE 36. STEEL NOTES ALL STRUCTURAL STEEL, EXCEPT AS NOTED, SHALL CONFORM TO ASTM A709 GRADE 50 THE MINIMUM HELD POINT FOR GRADE 50 STRUCTURAL STEEL IS 50 ksi FOR PLATES 4' AND UNDER IN THICKNESS, AND ALL STRUCTURAL SHAPES. ALL STRUCTURAL STEEL PIECES COMPRISING THE ABUTMENT AND PIER BEARINGS SHALL COMPLY'A1TH THE REQUIREMENTS AS STATED IN THE NOTES IN THIS SECTION. SHEAR STUDS ARE TO BE OF AN APPROVED TYPE LISTED IN MATERIALS I.M. 453.10, APPENDIX A. THE PAINTED FINISH ON BEARINGS FLANGE DEFLECTORS AND WEATHERING STEEL SHALL BE IN ACCORDANCE WITH THE PLAN NOTES AND ARTICLE 2408.02, Q, OF THE STANDARD SPECIFICATIONS. ALL WEATHERING STEEL EMBEDDED INTO AN INTEGRAL ABUTMENT SHALL BE PAINTED TO A DISTANCE OF 2'-9 FROM THE PLANE THROUGH THE ABUTMENT BEARINGS AND SEALED BY CAULKING AT THE ABUTMENT CONCRETE AND STEEL INTERFACE. THE STEEL FOR THE EXTERIOR BEAMS Of THE BRIDGE SHALL BE OF THE SAME TYPE AND FROM THE SAME SOURCE. BOTS USED TO BRUCE BEAM SECTIONS ARE TO BE INSTALLED SUCH THAT NUTS ARE ON THE INSIDE FACE OF THE BEAM WEBS FOR THE EXTERIOR BEAMS. AND ON THE TOP OF BOTH TOP AND BOTTOM FLANGES OF ALL THE BEAMS SEAL MATERIAL FOR CAULKING SHALL BE NEUTRAL CURE AND NON SAG SILICONE. TWO PRODUCTS MEETING THESE CRITERIA ARE DOW 888 OR CSL342 JOINT SEALANT. ALL FIELD CONNECTIONS ARE TO BE BOLTED USING "HIGH TENSILE STRENGTH BOTS'. UNLESS OTHERWISE NOTED, ALL OPEN HOLES ARE TO BE 15/16"0 AND ALL BOTS ARE TO BE 7/8"0. FILL THICKNESSES SHOWN ON PLANS ARE BASED ON NOMINAL BEAN DIMENSIONS. THESE THICKNESSES ARE TO BE VERIFIED OR ADJUSTED DURING FABRICATION TO SECURE A CLOSE FIT. EACH FILL PLATE SHALL FIT TO THE NEAREST 1/16' IN THICKNESS AND SINGLE PLATES ARE REWIRED AT EACH FILL LOCATION. THE DESIGN DRAWNGS INDICATE AWS PREOUAUFIED WELDED JOINTS, AND UNLESS OTHER'NSE NOTED THE DESIGN JOINT DETAILS ARE FOR MANUAL SHIELDED METAL -ARC WELDING. ALTERNATE JOINT DETAILS MAY BE SUBMITTED FOR APPROVAL. GENERAL CONSIDERATIONS (1)THE ABUTMENT PILING FOR ALL BRIDGES ARE TO BE DRIVEN THROUGH OVERSIZE HOLES PREBORED TO A MINIMUM OF 10 FEET BELOW THE BOTTOM OF FOOTING. THE PREBORED HOLES SHALL BE IN ACCORDANCE WITH SECTION 2501.03, 0. OF THE STANDARD SPECIFICATIONS. THE ELEVATION OF THE BOTTOM OF THE PREBORED HOLE SHALL BE SHOWN ON THE PUNS. CLASS 20 EXCAVATION WILL BE REQUIRED TO CONSTRUCT THE INTEGRAL ABUTMENTS. STP -U-3715(615)--70-52 DRAWN BY: OA SNoenlakaAHaaWnd STRUCTURAL NOTES VIF APPROVED BY: AC DUBUQUE STREET OVER THE IOWA RIVER 446'-0" . 11'-2" - 5 SPAN. 0' SKEW C.I.P. NO: PCC SIDEWAUK/TIRML ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 L N0. REVISION DESCRIPTION APP. r DAA c��75'-9' END SPANS & 96'-6" INTERIOR SPANS O W �m ."a -p i ✓f F' O t STP -U-3715(615)--70-52 DRAWN BY: OA SNoenlakaAHaaWnd STRUCTURAL NOTES VIF APPROVED BY: AC DUBUQUE STREET OVER THE IOWA RIVER 446'-0" . 11'-2" - 5 SPAN. 0' SKEW C.I.P. NO: PCC SIDEWAUK/TIRML ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 L N0. REVISION DESCRIPTION APP. r DAA c��75'-9' END SPANS & 96'-6" INTERIOR SPANS v. 14,_0. i!=w=wmim ABUTMENT ` PILE CAP PLAN srwtE: arra V.03 T/ABUTMENT EL 669.81' (EAST) a 1'-8 1/1fi' PE ABUTMENT BEARING V-5 7/16' 5d1 SEE SHEET V.18 FOR EXPANSION JOINT DETAILS V HP 1002 PILING (TYP) 2' CL 1'_6• 1'-7 I/16- 4'-8- ABUTMENT 16•4,_8. ABUTMENT SECTION a scar:: 1?-ro V.Da DOWEL BAR PLACEMENT DETAIL 6 &..NE: t?=r'Q V.03 REAR ELEVATION SCpIF: y!=ra V.Oa DKWALL 169.53' E CAP 166.00 WALL E CAP ;60.20 ESTIMATED PILING LENGTH OUANIIIY LENGTH TOTAL NORTH ABUTMENT 3 40 120' SOUTH ABUTMENT 3 30 90' ABUTMENT ` PILE CAP PLAN srwtE: arra V.03 T/ABUTMENT EL 669.81' (EAST) a 1'-8 1/1fi' PE ABUTMENT BEARING V-5 7/16' 5d1 SEE SHEET V.18 FOR EXPANSION JOINT DETAILS V HP 1002 PILING (TYP) 2' CL 1'_6• 1'-7 I/16- 4'-8- ABUTMENT 16•4,_8. ABUTMENT SECTION a scar:: 1?-ro V.Da DOWEL BAR PLACEMENT DETAIL 6 &..NE: t?=r'Q V.03 REAR ELEVATION SCpIF: y!=ra V.Oa DKWALL 169.53' E CAP 166.00 WALL E CAP ;60.20 ESTIMATED PILING LENGTH OUANIIIY LENGTH TOTAL NORTH ABUTMENT 3 40 120' SOUTH ABUTMENT 3 30 90' �g 21C STP -U-3715(615)--70-52 DRAWN BY: DA ShOmiyker A H0aT2rd ABUTMENT DETAILS SNL NU -U-3715(615)--70-52 DRAWN BY: DA 5hoernakCT A H23TNd ABUTMENT DETAILS °n i. NU. APPROVED BY: AC ,,.,,.,.--,.-- ..e....,.,. DUBUQUE STREET OVER THE IOWA RIVER 446'-0" x 11'-2" - 5 SPAN, 0' SKEW eoa C.I.P. NO: ieaN,nyxam PCC SIOEWALK/RfiUL ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 NO REVISION DESCRIPTION APP ATE Oi�) ?�r'zni CmNM. px�S]S{I 75'-9" END SPANS & 96'-6" INTERIOR SPANS OF V.22 N O ABUTMENT NOTES: _5O= a �g NORTH ABUTMENT IS ILLUSTATED. SOUTH ABUTMENT IS weVE ' s IMAGE. "y-+ DIMENSIONS SHOWN ON PILE CAP LAYOUT ARE AT BOTT011 OF PILE O CAP, BATTER PILES IN DIRECTION SHOWN. C3 SEE SHEET V.06 FOR REINFORCING BAR LIST AND CONCRETE QUANTITIES. ESTIMATED PILING LENGTHS ARE TAKEN FROM EXISTING BRIDGE DRAWINGS. MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR RDNFORONG BAR IS TO BE 2' UNLESS OTHERWISE NOTED OR SHOWN. THE MASKWALL IS TO BE POURED BEFORE THE SUPERSTRUCTURE SLAB IS POURED. CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED 2x6's. THE PORTION OF THE BACKWALL CONTAINING THE ABUTMENT ANCHORAGE OF THE EXPANSION DEVICE IS TO BE PLACED AFTER THE BRIDGE FLOOR IS PLACED. CONCRETE SEALER IS TO BE APPLIED TO THE ABUTMENT BRIDGE SEAT IN ACCORDANCE WITH THE CURRENT IOWA D.O.T. STANDARD SPECIFICATIONS. THE COST OF PREFORMED EXPANSION JOINT FILLER, AND COST OF FURNISHING AND PLACING CONCRETE SEALER IS TO BE INCLUDED IN THE PRICE BID FOR 'STRUCTURAL CONCRETE ( BRIDGE )'. PAMNG NOTCH DOWELS SHALL BE DEFORMED BAR GRADE 60, TYPE 316 LN IN ACCORDANCE WITH ASTM A955/A955M-01. THE COST OF THE STAINLESS STEEL PAMNG NOTCH DOWELS IS TO BE INCIDENTAL TO THE PRICE BID FOR 'REINFORCING STEEL - EPDXY COATED'. THE WEIGHT OF THE STAINLESS STEEL DOWELS IS TO BE INCLUDED WITH THE WEIGHT FOR EPDXY REINFORCING STEEL THE DESIGN BEARING FOR THE ABUTMENT PILES IS 60 TONS OR PRACTICAL REFUSAL IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE DECK OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE STP -U-3715(615)--70-52 DRAWN BY: DA ShOmiyker A H0aT2rd ABUTMENT DETAILS SNL NU -U-3715(615)--70-52 DRAWN BY: DA 5hoernakCT A H23TNd ABUTMENT DETAILS °n i. NU. APPROVED BY: AC ,,.,,.,.--,.-- ..e....,.,. DUBUQUE STREET OVER THE IOWA RIVER 446'-0" x 11'-2" - 5 SPAN, 0' SKEW eoa C.I.P. NO: ieaN,nyxam PCC SIOEWALK/RfiUL ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 NO REVISION DESCRIPTION APP ATE Oi�) ?�r'zni CmNM. px�S]S{I 75'-9" END SPANS & 96'-6" INTERIOR SPANS OF V.22 BRIDGE u FA I I I I I APPROACH 4'0 SUBDRAIN ATTACHED TO EXISTING 4"0 SUBDRAIN SIDEWALK RETAINING WALL . ... .. ............ .. ......... i. . s BACK FACE OF ABUTMENT Y TOP SLOPE OF o GEOTEXTILE FABRIC TOE OF SLOPE & UMIT OF BOTTOM �+ OF TRENCH FOR EXCAVATION - EXISTING SWAIN NOTE: SHADED AREA SHOWS UNITS OF GEOTEXTILE FABRIC SUBDRAIN PLAN u.o0 ///''' SEGMENTA. RUNNING WNL n II 4' 1/2 PERFORATED I I SUBDRAIN 1 I (POLYEDTACRE I 1 FORESLOPE CORRUGATED TUW4G) I I II Li DRILLED HOLES FOR �21---,//�_�rPPIINS Ir ATTACHMENT'�L' TYPICAL SECTION OF TOP NEW FRONT NEW SUBDRAIN OUTLET 6'0 CORRUGATED METAL PIPE OUTLET. THE PIPES SHOULD BE COUPLED IN ONE OF THE TWO FOLLOWING WAYS. 1. USE AN INSIDE FIT REDUCER COUPLER (COUPLER MUST BE INSERTED A MINIMUM OF 1'-0 INTO CMP. 2. INSERT I'-0 OF THE 4'0 SUBDRAIN INTO THE 6"0 METAL OUTLET PIPE, THEN FULLY SEAL THE ENTIRE OPENING WITH GROUT. REMOVABLE RODENT GUARD. SEE MATERIAL I.N. 443.01 SLOPE PROTECTION (IF REMOVABLE RODENT GUARD REQUIRED) DETAILS SUBDRAIN OUTLET DETAILS 2 v.oA STP -U-3715(615)--70-52 DRAWN BY: DA C.I.P. NO: APPROVED BY: Ac THE BASE OF THE EXCAVATION SUBGRPDE BEHIND THE ABUTMENT IS TO BE GRADED WITH A 4% SLOPE AWAY FROM THE ABUTMENT FOOTING AND A 2% CROSS SLOPE IN THE DIRECTION OF THE SUBURAIN OUTLET. THIS EXCAVATION SHARING IS TO BE DONE PRIOR TO BEGINNING INSTALLATION OF THE GEOTEXTILE ANO BACKFILL MATERIAL. AFTER THE SUBGRADE HAS BEEN SHAPED, THE GEOTEXTILE FABRIC SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC 5 INTENOED TO BE INSTALLED IN THE BASE OF THE EXCAVATION AND EXTENDED VERTICALLY UP THE ABUTMENT BACKWALL, ABUTMENT WING WALLS, AND EXCAVATION FACE TO A HDGHT THAT WILL BE APPROXIMATELY I TO 2 FOOT HIGHER THAN THE HEIGHT OF THE POROUS BACKFILL PLACEMENT AS SHOWN IN THE 'BACKFILL DETAILS' ON THIS SHEET. THE STRIPS OF THE FABRIC PLACED SHALL OVERLAP APPROXIMATELY I FOOT AND SHALL BE PINNED IN PLACE. THE FABRIC SHALL BE ATTACHED TO THE ABUTMENT BY USING LATH FOLDED IN THE FABRIC AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. THE FABRIC PLACED AGAINST THE EXCAVATION FACE SHALL BE PINNED. WHEN THE FABRIC IS IN PLACE, THE SUBDRAIN SHALL W INSTALLED DIRECTLY ON THE FABRIC AT THE TOE OF THE REAR EXCAVATION SLOPE. A SLOT WILL NEED TO BE CUT IN THE FABRIC AT THE POINT WHERE THE SUBDRAIN EXITS THE FABRIC NEAR THE END OF THE ABUTMENT WING WALL ................... .._. _. _.._... _....._.. ...................... ... ... ... .................. ..........................._ .. .. .. .. ... _.. ................ ........ ... ... .. ...... ........ ....................... ... ........... .. .. ..... �i ........ ....... .............. ..... FRONT FACE ABUTMENT FOOTING PAY LIMIT FOR CLASS 20 '.':. I.'... EXCAVATION 3'-0 BERM POROUS BAO(FlLL 2 1/2 4'0 SUBDRAIN GEOTEXTILE FABRIC UNITS 1'f MIN.'" 4% E SLOPE 2'-2 ABUTMENT 1'-6 - FOOTING ShcemakeT a. Haaland ...�,� DUBUQUE STREET OVER THE IOWA RIVER !�wa�my w.e PCC SIDEWALK/ORAL BACKFIL DETAIL V.O6 NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED TO FACE OF ABUTMENT FOOTING AND WINGS. "DNENSION VARIES DUE 'TO 2% SUBDRAIN SLOPE. ABUTMENT BACKFILL DETAILS0' 446'-0" z 11'-2" - 5 SPAN, SKEW VD4 ROLLED STEEL BEAM BRIDGE 75'-9' END SPANS & 96'-6" INTERIOR SPANS OF V.22 N O NOTE: SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM HIGH END WHEN OUTLETING c:)n A AT WEST END OF THE ABUTMENT �� =gym -v rn � = 0 C:) 1 r ................... .._. _. _.._... _....._.. ...................... ... ... ... .................. ..........................._ .. .. .. .. ... _.. ................ ........ ... ... .. ...... ........ ....................... ... ........... .. .. ..... �i ........ ....... .............. ..... FRONT FACE ABUTMENT FOOTING PAY LIMIT FOR CLASS 20 '.':. I.'... EXCAVATION 3'-0 BERM POROUS BAO(FlLL 2 1/2 4'0 SUBDRAIN GEOTEXTILE FABRIC UNITS 1'f MIN.'" 4% E SLOPE 2'-2 ABUTMENT 1'-6 - FOOTING ShcemakeT a. Haaland ...�,� DUBUQUE STREET OVER THE IOWA RIVER !�wa�my w.e PCC SIDEWALK/ORAL BACKFIL DETAIL V.O6 NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED TO FACE OF ABUTMENT FOOTING AND WINGS. "DNENSION VARIES DUE 'TO 2% SUBDRAIN SLOPE. ABUTMENT BACKFILL DETAILS0' 446'-0" z 11'-2" - 5 SPAN, SKEW VD4 ROLLED STEEL BEAM BRIDGE 75'-9' END SPANS & 96'-6" INTERIOR SPANS OF V.22 I° EXPANSION MATERIAL 73/4'GROGV,Ea 11 'Vllrl I I I IJ BRIDGE TRANSVERSE SECTION NEAR ABUTMENT sGNE: t/r-ra V.DS slLLL ren uicn�nm — \\ II EXISTING PIER ��ll BRIDGE TRANSVERSE SECTION NEAR PIER B SONE:t2-t•a V.D6 EXISTING GAS UNE DRAYM BY: DA APPROVED BY. AC 3/4" DRIP OR E trt yy� �-r ShueRrlaker �. Haaland Em JOINT DETAILS tr-r r UL JGH 0 13 SUPERSTRUCTURE NOTES: FORMS FOR THE SLAB ARE TO BE SUPPORTED BY THE BEAUS. CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN. TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND 2 1/4' CLEAR BELOW TOP OF SLAB. BOTTOM TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND 2 1/4' CLEAR ABOVE BOTTOM OF SLAB. TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL EPDXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN Y -O CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF EPDXY COATED METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED 4'-0 APART. TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP LOCATED AS FOLLOWS: TOP BARS - LAP MIDWAY BETWEEN BEAMS ('MIN. LAP = V-10). BOTTOM BMS - LAP OVER ORDERS ('MIN. LAP - V-10). PAYMENT FOR REINFORCING BMS SHALL BE BASED ON NO SPLICES, AND NO ALLOWANCE %ALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR REWIRED FOR THE USE OF SPLICES. 11 'Vllrl I I I IJ BRIDGE TRANSVERSE SECTION NEAR ABUTMENT sGNE: t/r-ra V.DS slLLL ren uicn�nm — \\ II EXISTING PIER ��ll BRIDGE TRANSVERSE SECTION NEAR PIER B SONE:t2-t•a V.D6 STP -U-3715(615)--70-52 C.I.P. NO: 5&H PROJECT NCI: 10111 DRAYM BY: DA APPROVED BY. AC trt yy� �-r ShueRrlaker �. Haaland DUBUQUE STREET OVER THE IOWA RIVER PCC SIDEWkX/BWL LONGITUDINAL AND TRANSVERSE SECTIONS 446'-0" . 11'-2" - 5 SPAN, 0' SKEW ROLLED STEEL BEAM BRIDGE 75'-9" END SPANS & 96'-6" INTERIOR SPANS �+T No, V.T- R>F v.zz .,_,. ,.,,,, tom . ' NO. REVISION DESCRIPTION A OA BENT BAR DETAILS F -�+ r -z 5pt 4g3 5g4 11=21/2 m NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA EPDXY COATED REINFORCING BAR LIST CONCRETE PLACEMENT QTYS. STEEL PILING ('STUB ABUTMENTS') NO. OF STEEL H -PILES FOR TWO ABUTMENTS ('HP 10 % 42') FURNISH 280 LF. 210 DRIVE 280 LF. 1 210 STP -U-3715(615)--70-52 DRAWN BY: DA AfOnll>tloertiHaafarM ABUTMENT QUANTITIES AND NOTES v.Ds APPROVED BY: AC 1.,..,,.,...,. .,,•,,, DUBUQUE STREET OVER THE IOWA RIVER 446'-D" . il'-2' - 5 SPAN, 9 SKEW C.I.P. NO:14�11 „s,�,.ms.n„e PCC SIDEWAU(/RtuL ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 NO REVISION ES RIPTION APP— DA .��by m.r.�ae..rrn� 75'-9” END SPANS & 96'-6" INTERIOR SPANS DP V.22 N O 0 n D--4 = -e �n F STP -U-3715(615)--70-52 DRAWN BY: DA AfOnll>tloertiHaafarM ABUTMENT QUANTITIES AND NOTES v.Ds APPROVED BY: AC 1.,..,,.,...,. .,,•,,, DUBUQUE STREET OVER THE IOWA RIVER 446'-D" . il'-2' - 5 SPAN, 9 SKEW C.I.P. NO:14�11 „s,�,.ms.n„e PCC SIDEWAU(/RtuL ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 NO REVISION ES RIPTION APP— DA .��by m.r.�ae..rrn� 75'-9” END SPANS & 96'-6" INTERIOR SPANS DP V.22 ANTICIPATED CONSTRUCTION SEQUENCE: 1.) INSTALL POST TENSIONING ROD SUPPORTS UNDER BRIDGE. PIER EXTENSION ELEVATION TAE: Vd-ra V.07 • 1 1'-0 1/2' 1/2" HOLD DOWN BARS 1'-0 `---f-- I/2'0 NCHILTI HITRS WITH 500 SO EPDXY ANCHORS WTTH 2' MIN. 12' BASF MRSTERFLOW 648CP ,�.�— 3/4' PLATE EMBEDMENT INTO TOP OF PIER. / WITH 1/2'0 HILTI HRS R005 GROUT ST EQUAL OW wo 1 1/2' PLATE 1 1/2' PLATE 3/4' PLATE NOTE: POST TENSIONED NOT SHOWN FOR CURLY POST TENSIONED ROD ANCHOR ELEVATION z TAF: 111'0 VA7 STP -U-3715(615)--70-52 DRAWN BY: OA APPROVED BY: AC C.I.P. NO: S&H PROJECT NO: 10111 Q PER - - 3/4' PLATE SHORT SLOTTED HOLES (TwJ PNTLE BARS T 1 1/4'0 HILTI HR -RE 500 -SD HOLD DOWN BARS 1/2'0 HILT] HB -RE 500 -SD EPDXY ANCHORS WITH 8' MIN. E EMBEDMENT INTO TOP OF PIER. WITH 1 1/4.0 HILT] HAS B7 RODS EMBEDMENT INTO TOP OF PIER. WITH 3' MIN. PROJECTION. WITH 1/2.0 HILT[ HAS RODS SECTION s - 3/4' PLATE SHORT SLOTTED HOLES (TwJ 5/8' STIFFENER PLATES - 1 1/2' END PLATE — PER J 5/8' STIFFENER PLATES 1 1/2f END PUTF 744E C� •i .' SECTION e T :,+ra V.07 n POST TENSIONING WASHERS (BY POA TENSIONED DUBUQUE STREET OVER THE IOWA RIVER ,enbpgxma PCC SIDEWALK/IFWL 1 1/2' END PLATE 1/2" 4 I/2' n iETAIL 2/V.07 m A'< — Q PIER q n —5f 11 1 " PUTE.0 M PNTLE BARS 1 1/4'0 HILTI HR -RE 500 -SD HOLD DOWN BARS 1/2'0 HILT] HB -RE 500 -SD EPDXY ANCHORS WITH 8' MIN. EPDXY ANCHORS WIN 2' MIN. EMBEDMENT INTO TOP OF PIER. WITH 1 1/4.0 HILT] HAS B7 RODS EMBEDMENT INTO TOP OF PIER. WITH 3' MIN. PROJECTION. WITH 1/2.0 HILT[ HAS RODS SECTION s T :11ra V.07 5/8' STIFFENER PLATES - 1 1/2' END PLATE — PER J 5/8' STIFFENER PLATES 1 1/2f END PUTF 744E C� •i .' SECTION e T :,+ra V.07 n POST TENSIONING WASHERS (BY POA TENSIONED DUBUQUE STREET OVER THE IOWA RIVER ,enbpgxma PCC SIDEWALK/IFWL 1 1/2' END PLATE 1/2" 4 I/2' n iETAIL 2/V.07 m A'< — Q PIER q n —5f 11 1 " PUTE.0 M CD O F SECTION s 9GUF:,'.ra V.07 5/8' STIFFENER PLATES OR EQUAL 6 PACES PLATE I II /2' F MA648CP OAT OR EQUA GRL Vi/ m n � V j m /ALAE PLATE 4 1/2' 10' SECTION 9GYE: 1•-ro V.07 PIER DETAILS SMT. NO. 446'-0' x 11'-2' - 5 SPAN, 0' SKEW V.u7 ROLLED STEEL BEAM BRIDGE V22 75'-9" END SPANS & 96'-6" INTERIOR SPANS OE ca CD O F SECTION s 9GUF:,'.ra V.07 5/8' STIFFENER PLATES OR EQUAL 6 PACES PLATE I II /2' F MA648CP OAT OR EQUA GRL Vi/ m n � V j m /ALAE PLATE 4 1/2' 10' SECTION 9GYE: 1•-ro V.07 PIER DETAILS SMT. NO. 446'-0' x 11'-2' - 5 SPAN, 0' SKEW V.u7 ROLLED STEEL BEAM BRIDGE V22 75'-9" END SPANS & 96'-6" INTERIOR SPANS OE 5/8• TOP PLATE NUTS FOR 3/4" BOLTS TACK 'i WELDED TO BOTTOM OF TOP PLATE (TYPICAL AT BEAM SUPPORTS) G 3/4' STIFFENER PLATES 6' 6' (TYPE AT BEAM SUPPORTS) � lV 5/8' STIFFENER n 5/8' END PLATE v 5/8" BOTTOM PLATE 11'-6 1/2' a PIER EXTENSION SECTION Srw1A:111'0 .07 V-7' 8'-0' 10' W' 10• 5/8' TOP PLATE -------- --_=-- ------ IT o I II II (4)-1'0 HOLES II 11 I I I PIER SEE SHEET V.12 BEAM 'I II II BEARING DEVICE DE7MLS II 1/2' BASF MASTERFLOW 648CP GROUT OR EQUAL PIER EXTENSION TOP PLAN STP -U-3715(615)--70-52 DRAWN BY: w APPROVED BY: AC C.I.P. NO: S&H PROJECT NO: 10111 1 NO.1 REVISION DESCRIPTION I APP t14 1 0' 5/8' TOP PLATE-�3/4• STIFFENER PLATES (TYPICAL AT BEAM SUPPORTS) PLATE '7a 1 11 All— i i' s Pun mATF m 3/4• 3/4• PLATE 1/2' BASF MASTERFLOW 648CP GROUT OR EQUAL I 1 1/2' PLATE .m 3/4' PLATEPOST TENSIONING WASHERS I /2" PATE (BY POST TENSIONER) 3 4' PLATE TV -6 1/2" BASF MASIERFLOW 648CP GROUT OR EQUAL I 1 1/2' END PLATE va 1 11/2'0 LEVELING BOKI TAPPEDHOLE5/8' SIOE PLATE5/8 PLATE �a 3/8.0 DRAIN HOLES 5/8• BOTTOM PLATE AS SHOWN i 10 PIER EXTENSION SECTION r s LE,r=ra .07 PIER EXTENSION SECTION 6 scsiE:' .07 1 1/2' END PLATE 6 1/2' 1'-4 1/2' I'-4 1/2' 0. 5/8' TOP PUTS 3/4' ITE w 20W E, >/1 a i i ilii I 1 1/2' PLATE' T/4' PLATE 6• 6' 1/ 6 1/2' 4 1/2' m 1 1/2.0 UVXLING BOLT IN TAPPED HOLE SIDE PLATE w/4' SQ. END WASHER . 6 1/2' BASF MASTERFLOW 648CP GROILT OR EQUAL 4 1/2- 1 1/2' END PLATE 3/8'0 DRAIN HOLES AS SHOWN 1 1/2.0 LEVEEING BOLT IN TAPPED HOLE w/4' SQ. END WASHER 1/2' BASF UTNASIER LOW(RO618CP OR EQUAL 1'-2 1/4' 1'-2 1/4' G SHORT SLOTTED HOLES 3/4' PLATE C:D 3c :;En 7r , 1 D --i —c C7-< J PIER EXTENSION <r = m SECTION BOLL A: Tti r HOLD DOWN ANCHVS 1/20 HILTI HR -RE 500 -SD EPDXY ANCHORS WITH 2' MIN. EMBEDMENT INTO TOP OF PIER. ,,,• �,,,, „' WITH 1/2.0 HILTI WAS RODS ' ul — \ PIER 3/4' PLATE I II - � III 7 II HOLD DOWN ANCHORS 1/YO HILTI HN -RE 500 -SD EPDXY ANCHORS WITH 2" MIN. 2 J/8' 1 7/8' EMBEDMENT INTO TOP OF PIER. WITH 1/2.0 HILTI HAS RODS PIER EXTENSION SECTION 6 B :1•-1'a .07 — PINTLE OARS 1 1/4.0 HILTI HIT -RE 500 -SO EPDXY ANCHORS WITH 8' MIN. EMBEDMENT INTO TOP OF PIER. WITH 1 1/4'0 HILTI HAS B7 RODS WITH 3• MIN. PROJECTION. —EDGE OF PIER CONCRETE Shoertl3katiFlaalan0 PIER DETAILS'^'. n". DUBUQUE STREET OVER THE IOWA RIVER 446'-0" x 11'-2' - 5 SPAN, 0' SKEW w.U7A leorwegw=.e PCC SIDEWHX/TIWL ROLLED STEEL BEAM BRIDGE c>rr.vr sml 75'-9" END SPANS k 96'-6' INTERIOR SPANS OF"� POST TENSIONING ROD NOTES 1) POST TENSIONING RODS SHALL BE 1-3/4'0, GALVANIZED, COLD -DRAWN, THREADED RODS BY OYMDAG AR APPROVED EQUAL WITH ULTIMATE STRESS fu = 150 ksi PRIOR TO GALVANIZING, AND fu - 142.5 W AFTER GALVANIZING. PRESTRESSING RODS SHALL CONFORM TO ASTM A722. 2) SEE 'ROD TENSIONING REOW TABLE FOR REWIRED TE14MN & ESTIMATED LOSSES. 3) SUBMITTALS. PRIOR TO STMT OF THIS WOR(, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW COMPLETE SHOP DRAWINGS OF PRESTRESSING RODS, COUPLERS, ANCHORAGES, AND ALL OTHER ITEMS TO BE PERMANENTLY INCORPORATED INTO THE WORK: AND DETAILS OF THE CONTRACTOR'S PROPOSED INSTALLATION PIAN, INCLUDING JACKING EQUIPMENT, JACKING SEQUENCE AND PRESSURES, CALCULATIONS OF THJE REQUIRED ELONGATIONS, LOSSES AND JACK TENSIONING FORCES, GROUTING EQUIPMENT AND PROCEDURES, CALIBRATION CERTIFICATIONS FOR ALL JACKS AND GAGES TO BE USED IN THE WORK, AND AL OTHER INFORMATION NECESSARY FOR COMPLETION OF THE WORK. 4) STRUCTURAL STEEL FOR ANCHORAGE ASSEMBLIES, INCLUDING ANCHORAGE ANTES, WEB PLATES ASSIGNED A LOT NUMBER AND TAGGED FOR IDENTIFICATION. THE CONTRACTOR SHAT FURNISH THREE COPIES OF THE CERTIFIED MILL TEST REPORT GING THE CHEMICAL ANALYSIS AND RESULTS OF PHYSICAL TESTS ON THE MATERIAL FURNISHED. THE CONTRACTOR SHALL ALSO FURNISH THREE CERTIFIED COPIES OF THE STRESS-SLTWN CURVE REPRESENTATIVE OF THE LOT TO BE USED. 5) ROD TENSIONING SHALL BE PERFORMED BY A TRAINED TECHNICIAN WHO IS POST -TENSIONING CERTIFIED BY THE POST TENSIONING INSTITUTE (PTI). 6) THE RODS SHALL BE TENSIONED TO OBTAIN A MINIMUM FINAL PRESTRESS LEVEL OF 50% OF THE ULTIMATE STRESS CAPACITY AFTER LOSSES AT ALL BENTS THE MAXIMUM INITIAL PRESTRESS LEVEL IN THE RODS SHALL NOT EXCEED 80% OF THE ULTIMATE STRESS CAPACITY. 7) IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO COMPUTE THE REWIRED ELONGATION OF THE RODS. TWO COPIES OF THE COMPUTATIONS SHALL BE SUBMITTED TO THE ENGINEER WITH THE INSTAUATION PLAN. THE LENGTH OF THE RODS TO BE USED IN CALCULATING ELONGATIONS SHALL BE THE ACTUAL LENGTH OF THE RODS BETWEEN THE FIXED ANCHORAGE AND THE REFERENCE POINT AT THE JACKING END OF THE RODS. SHORTENING OF THE BEN CAP AND ANCHORAGE AND COUPLER SET SHALL BE INCLUDED IN THE COMPUTATIONS FOR THE REQUIRED ELONGATION OF THE RODS. 8) THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY FOR POST TENSIONING SHALL BE DONE WITH APPROVED JACKING EQUIPMENT. IF HYCRAUUC JACKS ARE USED, THEY SHALL BE EQUIPPED WITH ACCURATE PRESSURE GAUGES. ALL GAUGES, LOM CELL, DYNAMOMETERS AND OTHER DEVICES FOR MEASURING THE STRESSING LOAD SHALL HAVE AN ACCURACY WITHIN 2 PERCENT. THE COMBINATION OF JACK AND GAUGE SHALL BE CALIBRATED BY A TESTING LABORATORY MEETING THE APPROVAL OF THE ENGINEER. A CERTIFIED GRAPH OF TABLE SHOWING THE CALIBRATION SHALL BE FURNISHED TO THE ENGINEER. THE TOTAL LOAD AS DETERMINED FROM ROD ELONGATION SHALL CHECK THAT INDICATED BY THE GAUGE WITHIN 5 PERCENT OF THE TOTAL LOAD REQUIRED TO ACHIEVE THE DESIGNATED ELONGATION. IF OTHER TYPES OF JACK ARE USED, PROVING RINGS OR OTHER DEVICES CALIBRATED BY A TESTING LABORATORY MEETING THE APPROVAL OF THE ENGINEER SHALL BE FURNISHED SO THAT THE JACKING FORCES MAY BE ACCURATELY DETERMINED. CALIBRATION OF ALL JACK SHAT BE REPEATED AT INTERVALS NOT EXCEEDING ONE YEAR AND AFTER EACH OVERHAUL WHILE WORK IS IN PROGRESS, IF ANY JACK OR GAUGE APPEARS TO BE GANG ERRATIC RESULTS, OR IF GAUGE PRESSURE AND ELONGATION INDICATE MATERIALLY EFFERENT STRESSES, RECALIBRATION SHALL BE REQUIRED AT NO ADDf)ONAL COST. THE CONTRACTOR SHALL FURNISH MEANS OF ACCURATELY MEASURING THE ELONGATION OF THE RODS TO WITHIN 1/16 INCH. THE RODS SHALL BE STRESSED IN SUCH MANNER THAT THE TENSION BEING APPLIED AND THE ELONGATION OF THE RODS CAN BE MEASURED AT ALL TINES. IN CASES OF DISCREPANCIES BETWEEN GAUGE REAIXNGS AND THE DETERMINATION SHALL GOVERN. THE RODS SHALL BE STRESSED IN A SEQUENCE TO PRODUCE THE LEAST ECCENTRICITY OF THE LOAD ON THE BENT CAP. ELONGATION UPON COMPLETION OF STRESSING OPERATIONS SHALL BE WITHIN 5 PERCENT OF THAT SPECIFIED. NO TENSIONING OF ROD SHALL BE DONE WHEN ROD TEMPERATURES ARE BELOW 30'F. 9) RODS, BEARING PLATES, AND NUTS SHALL COMPLY WITH -ACCEPTANCE STANDARDS FOR POST -TENSIONING SYSTEMS', PTI, 1998. 10) POST TENSIONING SPECIAL INSPECTOR SHALL BE ON-SITE DURING ALL TENSIONING OPERATIONS, THE INSPECTOR SHALL HAVE AT LEAST ONE YEAR EXPERIENCE IN THE INSPECTION OF POST -TENSIONED RODS, AND SHALL BE CERTIFIES ACCORDING TO THE 'POST -TENSIONING TRAINING COURSE' BY THE POST -TENSIONING INSTITUTE. 11) THE P -T SPECIAL INSPECTOR SHALL RECORD ALL TENSIONING OPERATIONS IN A FORMAT THAT IS ACCEPTABLE TO THE ENGINEER OF RECORD. 12) THE LEAD INSPECTOR FOR THE PROJECT SHALL ALSO BE PRESENT WRING ALL TENSIONING OPERATIONS. TENSIONING RECORDS SHALL BE SIGNED BY BOTH THE P -T SPECIAL INSPECTOR AND THE LEAD INSPECTOR. ROD TENSIONING REQ'TS KIPS KSI Rfu lug. CODE ALLOWEB ULTIMATE STRENGTH 372 142 1DOR OF ROD fu JACKING FORCE 233 ' 88.9 62% < 80% fu -SEATING LOSS -10k • -3.8 LOCK OFF/XFE) 233 K 85 60% < 70% fu (AFTER SEATING) - ELASTIC SHORTENING -15 K -5.7 - CREW BEFORE -7 K -2.7 DECK PLACEMEN 112% OF LOCK OFF - RELAXATION OF RODS -4.5 K -1.7 BEFORE DECK PLACEMEN TENSION BEFORE 196.5 K 73.5 53% DECK PLACED - CREEP AFTER -4.5 K -I.7 DECK POUR 4R OF LOCK OFF - RELAXATION OF RODS -4.5 K -1.7 AFTER DECK POUR RNA TENSION 187.5 K 71.6 50% < 609 fu MAX. TENSION REO'D 161 K 61.5 43% STRENGTH 1 LOADCfSE ' CONTACTOR SHALL VERIFY SEATING LOSSES WITH JACKING EQUIPMENT USED, AND ADJUST JACKING FORCE AS REO'D, BUT NOT TO EXCEED 80Rfu O ZE C7 n� �E- -_ m Qm :2E� N d Z a J -v O CLn STP -U-3715(615)--70-52 DRAVVN BY: TA 5hoertaknaFlWeiatd PIER DETAILS '"' "O APPROVED BY: AC.,,,., DUBUQUE STREET OVER THE IOWA RIVER 446'-0' x 11'-2" - 5 SPAN, 0' SKEW vm.1 C.LP. NO: B CHECK PLANS AC 1 1 ,� POC SIDEWAK/IRAL ROLLED STEEL BEAM BRIDGE IMIN PANS AC 11 <vanseb V241 75'-9' END SPANS & 96'-6' INTERIOR SPANS pF N.32 S&H PROJECT NO: 10111 NO. VISION SCRIP TION APP. D EIP*m BRIDGE CENTERLINE SEE 2/V.09 BRIDGE CENTERLINE SEE DETAIL U / FOR CONTINlIATIONA1NIN ]LL BULLI V.II (TYPICAL) BEAM LAYOUT sGVE: 1,APAx V.09 220'-6' SEE SHEET V.10 FOR SHEAR STUD LAYOUT AND DETAILS j N. ABL IEA BEARING I. 48._3. CL PIER 13 (FIXED) 96'-6' j PIER /4 (SUDING) 75'-9' FLOOR BEAMS E S. ABUTMENT BEARING DIAPHRAGMS 7577 SAM SPLICES N PIER BEARING PLATES 513 FOR CONTINUATION O_ PIER EXTENSIONS 29'-3" 19'-0" 77'-6" TOTAL 158498 2201 �A 3 11'-5" 22'-10' 14'-0" 22'-10' 22'-10' 22'-10" 14'-0' 14'-0" 20'-7' 20'-7' 9" �,-9, fL PIER #1 (SUDING) 96,_6. CL PIER 12 (SUDNG) 48'-3* 19'-0" 77'-6' 19,-0' 29'-3" r 20'-7' 20'-7' 20'-7- 14'-0" 14'-0" 22'-10" 22'-10" 2Y-10" 14,-0" 14'-0* 22'-10" STEELDIAPHRAGM W33018 A, BOLTED SPLICE W3 118 q SEE ET V.it V.11 MI W33x118 " " 11133018 " O �i�) APICAL) Ln - W3jx118 W33x118 r W33x118 ,n � q r n W3jx11 "1]5 W33x118Z U u V W33XI18 PIER BEARING PLATE I NOTE: BRIDGE CENTERLINE SEE DETAIL U / FOR CONTINlIATIONA1NIN ]LL BULLI V.II (TYPICAL) BEAM LAYOUT sGVE: 1,APAx V.09 220'-6' SEE SHEET V.10 FOR SHEAR STUD LAYOUT AND DETAILS j N. ABL IEA BEARING I. 48._3. CL PIER 13 (FIXED) 96'-6' j PIER /4 (SUDING) 75'-9' FLOOR BEAMS 104430 DIAPHRAGMS 7577 SAM SPLICES N PIER BEARING PLATES 513 BEAM BEARING DEVICES O_ PIER EXTENSIONS 29'-3" 19'-0" 77'-6" TOTAL 158498 �A 3 11'-5" 22'-10' 14'-0" 22'-10' 22'-10' 22'-10" 14'-0' 14'-0" 20'-7' 20'-7' 20'-7' r J W33018 W3 118 q q MI W33x118 " " 11133018 " O Ln STEEL NOTES WEIGHT OF STRUCTURAL STEEL SHOWN ON THIS SHEET INCLUDES: TAMS, DIAPHRAGMS, SPLICES, SHEAR STUDS, BEARINGS, WEIRS AND BOLT HARDWARE. QUANTITY OF STRUCTURAL STEEL SHOWN INV THIS SHEET IS TABULATED FOR CHANNEL DIAPHRAGM. PAYMENT FOR STRUCTURAL STEEL WILL BE BASED ON THE QUANTITIES SHOWN. QUANTITY OF STRUCTURAL STEEL SHOWN ON THIS SHEET IS BASED ON THE USE OF 4" HIGH SHEAR STUDS. CONTRACTOR WILL BE PAID ON AMOUNT SHOWN, BUT IS REWIRED TO ADJUST HEIGHT OF STUDS AS REQUIRED PER "BEAM PUN AND ELEVATION' SHEET, ALL STRUCTURAL STEEL SHALL BE PAINTED PER SPEC. SECTION 7408 WTH LNC SILICOTE PRIME COAT AND WATER -BORN ACRYLIC TOP COAT COLOR BY OWNER. ALL STRUCTURAL STEEL, EXCEPT AS NOTED, SHALL CONFORM TO ASTM A70 9 GRADE 50. THE MINIMUM YIELD POINT FOR GRADE 50 STRUCTURAL STEEL IS 50 Nsi FOR PLATES 4" AND UNDER IN THICKNESS, AND ALL STRUCTURAL SHAPES ALL STRUCTURAL STEEL PIECES COMPRISING THE ABUTMENT AND PIER BEARINGS SHALL COMPLY WITH THE REQUIREMENTS AS STATED IN THE NOTES IN THIS SECTON. SHEAR STUDS ARE TO BE OF AN APPROVED TYPE USTED IN MATERIALS I.M. 453.10, APPENDIX A THE PAINTED FINISH ON BEARINGS, STEEL SHALL BE IN ACCORDANCE WITH THE PLAN NOTES AND ARTICLE 2408.02, 0, OF THE STANDARD SPECIFICATIONS. BOLTS USED TO SPLICE BEAM SECTIONS ARE TO BE INSTALLED SUCH THAT NUTS ARE ON THE INSIDE FACE OF THE BEAM WEBS FOR THE EXTERIOR BEAMS, AND ON THE TOP OF BOTH TOP AND BOTTOM FLANGES OF ALL THE BEAMS. SEAL MATERIA FOR CAULKING SHALL BE NEUTRAL CURE AND NON SAG SIUCONE. TWO PRODUCTS MEEDNG THESE CRITERIA ARE DOW 888 OR CSL342 JOINT SEALANT. ALL FIELD CONNECTIONS ARE TO BE BOLTED USING "HIGH TENSL£ STRENGTH BOLTS'. UNLESS OTHERWISE NOTED, ALL OPEN HOLES ARE TO BE 15/16"0 AND ALL BOLTS ARE TO BE 7/8b. FILL THICKNESSES SHOWN ON PLANS ARE BASED ON NOMINAL BEAM DIMENSIONS. THESE THICKNESSES ARE TO BE VERIFIED OR ADJUSTED DURING FABRICATION TO SECURE A CLOSE FIT. EACH FILL PLATE SHALL FIT TO THE NEAREST ' IN THICKNESS AND SINGLE PLATES ARE REQUIRED AT EACH FILL LOCATION. BEAM LAYOUT ;Tae: W-Vr V.09 THE DESIGN DRAWINGS INDICATE AWS PREQUALIFIED WELDED JOINTS, AND UNLESS OTHERWISE NOTED THE DESIGN JOINT DETAILS ARE FOR MANUAL SHIELDED METAL -ARC WELDING. ALTERNATE JOINT DETAILS MAY BE SUBMITTED FOR APPROVAL In D STRUCTURAL STEEL WEIGHTS ('WEIGHT IN LBS. INCLUDES NUTS, BOLTS, SHEAR STUDS, CONNECTION PLATES AND WELDS') FLOOR BEAMS 104430 DIAPHRAGMS 7577 SAM SPLICES 2027 PIER BEARING PLATES 513 BEAM BEARING DEVICES 3243 PIER EXTENSIONS 407DB TOTAL 158498 STP -U-3715(615)--70-52 rARAVAJ BY; on SlToemakerw Haaland STEEL BEAM LAYOUT AND DETAILS SH 1' NO' (APPROVED BY: Ac ] .^..� M DUBUQUE STREET OVER THE IOWA RIVER aas'—o' x 11'-2" - 5 SPAN, 0' SKEW V. M C.I.P. N0: x uppwyw.e PCC SWEWAK/RENL ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 NO REVISION DESCRIPTION APP DATE "�O' Snfl 75'-9" END SPANS & 96'-6" INTERIOR SPANS OF V22 S. ABUTMENT BEARING 75'-9• C{PIER 11 96'-6• j PIER 12 W-3, SEE SHEAR i'-6' I'-0• 5'-O• 5-3" 2'-9• 2'-9• 3'-9• J'-0• 5'-6• 5'-3" 2'_9• 2'-9• Y-3• S-6" STUD LAYOUT 24 SPACES 0 1'-0• = 24'-0• 25 SPACES 0 1'-6• = 37-6• 9 SPAS. 0 1'-6•=13'-fi" 15 SPACES 0 V-6' - 2Y-6• IT 25 SPACES 0 V-6• = 37'-6• _TO 9 SPAS. 0 1'-6•=13'-6• 15 SPACES 0 V-6' = 22'-6• BELOW FOR CONTINUATION = FOR (25 ROWS OF SHEAR STUDS) FOR (26 ROWS OF SHEAR STUDS) FOR (10 IT OF SHEAR STUDS) FOR (16 ROWS OF SHEAR STUDS) (26 ROWS aF SHFIR STUDS) FOR (10 ROWS aF SHEAR) FOR (I6 ROWS aF SHEAR STUDS) 7X0 SHEAR I 1 STUDS (TYPICAL) v. SHEAR STUD LAYOUT BGtE: Vf—TV SEE SHEAR PIER 13 j PIER 14 C{ N. ABUTMENT BEARING SND LAYOUT 48'_3• 96'-6• 75'_9• ABOVE FOR CONTINUATION 3--6• 3'-3• 2'-9• 2'-9• 5'-3• 5--6• 3'-6• Y-3• 21-9• 2--9• 5'-3" 5'-0• 2'-0• 2'-0• c]::15 SPACES 0 1'-6' = 22'-6• 9 SPAS. 0 1'-6•=13'-6• 25 SPACES 0 I'-6• = 37-6• 15 SPICES O 1'-6• = 22'-6• 9 SPAS. O I'-fi"=13'-6' 25 SPACES O 1'-6• = 3T-6' 24 SPACES 0 1'-0• - 24'-0• fOR (26 ROWS OF SHEAR SNOS) FOR (25 ROWS OF SHEAR STUDS) FOR (16 ROWS OF SHEAR STUDS) FOR (10 ROWS OF SHEAR STUDS) FOR (26 ROWS OF SHEAR STUDS) FOR (I6 ROWS aF SHEAR STUDS) FOR (10 ROWS OF SHEAR STUDS) ______________ 44m________ _ ___ ________________________ __ __ ____________ _ -------- ___ ________________________ __ _ ------- ________ 7/8.0 SHEAR - STUDS (TYPICAL) va SHEAR STUD LAYOUT N 0 '=n -n 3-- 3• 3. 3• m s .0 O Ui 7/8"0 r 4• NELSON STUD (TYP) W 33»118 11 1/2• FLANGE 2 STUDS PER ROW SHEAR STUD DETAIL sG1E: HTA V10 STP -U-3715(615)--70-52 DRAWN BY: APPROVED BY: DA Ac ShoemakertiFliWtl DUBUQUE STREET OVER THE IOWA RIVER SHEAR STUD DETAILS 446'-0" . - 5 SPAN, 0' SKEW 6HT. N0. v.+a ,,..- C.I.P. N0: PCC SIDEW,Wc/RWL ROLLED STEEL BEAM BRIDGE D STT �rE-l' �ywwwq•ae.e �°`V`'�a+ 75-9" END SPANS & 96'-6" INTERIOR SPANS v2z pF S&H PROJECT NO: 10111 NO. VISION DESCRIPTION AP DATE '"T� 2- 4- 2- k- PLATE 1/2' x 4' x 2'-2' 1'_p• EACH SIDE OF BEAM WEB PLATE 1/2' x 11' x 2'-2' - ELEVATION BEAM SPLICE DETAIL e 1' -IW V.11 BEAM SPLICE PLATE WEIGHTS ('WEIGHT IN LBS. INCLUDES NUTS, BOLTS, CONNECTION PLATES') STEEL PLATES 1691 NUTS & BOLTS 336 TOTAL 2027 Q PIER 4'-3' Y (6)- 3/4'0 A-325 BOLTS V EACH END OF DIAPHRAGM x 2' C15x33.9 7-8 1/16' TYPICAL DIAPHRAGM AT PIERS ANDABUTMENTS srxil ,'A V.11 ROLLED BUM FANG' CLIP PLATE 11/2° HORIZONTAL 2 I/T' VERTICAL ('TYP.') 1/4 t 1/8 ('T) TERMINATO OF WELD TYPICAL CONNECTION PLATE DETAI s scntE: NAME V.11 I ZBOTTOM OF BEAM 1/2° PIER BEARING PLATE PIER COVER PLATE DETAIL 7 sn V-ra V.11 PIER COVER PLATE WEIGHT • ('WEIGHT IN LBS. PIER BEARING PLATE AND WELDS') PIER BEARING PLATE 1 513 STP -U-3715(615)--70-52 DRAWT7 BY: DA APPROVED BY: AC C.I.P. NO: S&H PROJECT NO: 10111 1 NO. I REMbIL)IN DESCRiPTICN I A DATF— g• 5/16• 5/16• 5. 2' I � n 3 1/4 ('TYP.') CONNECTION PLATE CONNECTION PLATE WELD TERMINATION DETAI Q TPxILAT0 MEM&IM RMEgA1ERWMVOx +/.11 EGl£: NOIR (3)- 3/4"0 A-325 BOLTS EACH END OF DIAPHRAGM x 5° PLATE CI5x339 1/2' x 5' 7'-B 1/16' TYPICAL INTERMEDIATE DIAPHRAGM DETAIL SCR S: 11110 V.1/ 5 5/16° J31/2' aI� DIAPHRAGM WEIGHTS ('WEIGHT IN LBS. INCLUDES DIAPHRAGM. NUTS, BOLTS, CONNECTION PLATES AND WELOT) DIAPHRAGM ROLLED CHANNEL 6242 STEEL PLATE 1227 NUTS & BOLTS 108 TOTAL 7577 O Q BEAM SPLICE _ 5/16' 2' 303° 303° T' C s Q C3 70 3 1/2' cn N \ N 7(8)3/ \ 1 1/2 A-325 BOLTS EACH SIDE OF BEAM SPLICE TOP & BOTTOM SPLICE PLATE DETAIL 1 PIER COVER 9fi+E r=Ta V.i] PLATE BOTTOM 7 FLANGE AT PULE /2' x 11' x 2'-2' PIERS ONLY Q BEAM SPLICE PLATE 1/2' x 4' x 2'-2" EACH SIDE OF BEAM WEB I PLATE 3/8' x 14' x 2'-O' ` EACH SIDE OF BEAM WEB I y 'I ® (14)- 3/4'9 A-325 BOLTS EACTOP EXCEPT EACH SIDE OF BEP/1 SPLICE TOP FLANGE AT PIERS 2- 4- 2- k- PLATE 1/2' x 4' x 2'-2' 1'_p• EACH SIDE OF BEAM WEB PLATE 1/2' x 11' x 2'-2' - ELEVATION BEAM SPLICE DETAIL e 1' -IW V.11 BEAM SPLICE PLATE WEIGHTS ('WEIGHT IN LBS. INCLUDES NUTS, BOLTS, CONNECTION PLATES') STEEL PLATES 1691 NUTS & BOLTS 336 TOTAL 2027 Q PIER 4'-3' Y (6)- 3/4'0 A-325 BOLTS V EACH END OF DIAPHRAGM x 2' C15x33.9 7-8 1/16' TYPICAL DIAPHRAGM AT PIERS ANDABUTMENTS srxil ,'A V.11 ROLLED BUM FANG' CLIP PLATE 11/2° HORIZONTAL 2 I/T' VERTICAL ('TYP.') 1/4 t 1/8 ('T) TERMINATO OF WELD TYPICAL CONNECTION PLATE DETAI s scntE: NAME V.11 I ZBOTTOM OF BEAM 1/2° PIER BEARING PLATE PIER COVER PLATE DETAIL 7 sn V-ra V.11 PIER COVER PLATE WEIGHT • ('WEIGHT IN LBS. PIER BEARING PLATE AND WELDS') PIER BEARING PLATE 1 513 STP -U-3715(615)--70-52 DRAWT7 BY: DA APPROVED BY: AC C.I.P. NO: S&H PROJECT NO: 10111 1 NO. I REMbIL)IN DESCRiPTICN I A DATF— g• 5/16• 5/16• 5. 2' I � n 3 1/4 ('TYP.') CONNECTION PLATE CONNECTION PLATE WELD TERMINATION DETAI Q TPxILAT0 MEM&IM RMEgA1ERWMVOx +/.11 EGl£: NOIR (3)- 3/4"0 A-325 BOLTS EACH END OF DIAPHRAGM x 5° PLATE CI5x339 1/2' x 5' 7'-B 1/16' TYPICAL INTERMEDIATE DIAPHRAGM DETAIL SCR S: 11110 V.1/ 5 5/16° J31/2' aI� DIAPHRAGM WEIGHTS ('WEIGHT IN LBS. INCLUDES DIAPHRAGM. NUTS, BOLTS, CONNECTION PLATES AND WELOT) DIAPHRAGM ROLLED CHANNEL 6242 STEEL PLATE 1227 NUTS & BOLTS 108 TOTAL 7577 O _ m s Q C3 cn Shoertake �. HaaWW BEAM AND DIAPHRAGM DETAILS I Hr. Ho. DUBUQUE STREET OVER THE IOWA RIVER 446'-0- x 11'-2" - 5 SPAN, 0' SKEW++ POC ROLLED STEEL BEAM BRIDGE crow. sx++ SIOEWAU(/fRNI 75'-9' END SPANS & 96'-6' INTERIOR SPANS of V.22 am'Y III <m� o 7• 1/4' DIMPLES ON 1/2' CENTERS o 5 I/16' DEEP, ON I/8• PTFE SURFACE o a o a TO' UNLUBRICATED SURFACE a 3/4' BEVELED PLATE 3 0 a $ Il 1/2' 3/4' NEOPRENE PAD a' g 3 3 i N N= f BEAM I I/4' MASONRY PLATE �� z or� oN� EXPANSION BEARING 1 TYPMN AT DPAN®OLIflQiS6AHI1MEN15 V.1 SCNE:3=1'd to REasan 77 7/8' 7 7-/8' 7II i/8• STAINLESS STEEL SLIDE PLATE PLANE 3/4" NEOPRENE PAD SLIDE PLATE z SOLE PLATE 0 NEOPRENE PAD - 8G4E:11(!-1'd V.12 fififlE:l i(f-rd V.1 Sb,lf:tt?-1'd V.12 7' 1/4' DIMPLES ON 1/2' CENTERS 1/16' DEEP, ON I/8• FREE SURFACE UNLUBRICATED SURFACE 3/4' BEVELED PLATE , I `I' NOTE: THE 1/8' PTFE SHEET SHALL BE BONDED DIRECTLY TO THE TOP OF STEEL PLATE WTH A TWO PMT - COMPOUND, MEDIUM VISCOSITY EPDXY RESIN, CONFORMING TO THE REQUIREMENTS OF THE FEDERAL SPECIFICATION MMM -A-134, TWE 1. THE BOND AGENT SHALL BE APPLIED ON THE FULL AREA OF THE CONTACT SURFACES. BEVELED PLATE 6 rXxAa t2-ro V.i 11 1/2• _ 11 1/2- 0 HOLES /-1 1/4' PUTS 10' TO' MASONRY PLATE 6 mat¢ -r' V.1 5/8'0 TOLE 1/8• 1/8• n UTE SOLE PLATE 9 1m 5 BEAM FIXED BEARING 1tflGLLATw P[EA V.12 SC T.1'Jr 2XE 1/2.0 PINTLE IN 1 5/8'0 HOLE 1/8• SOLE PLATE 1/8' SLIDE RETAINER 3/4'0 ANCHOR Pe 1/4' DIMPLES ON 1/2" CENTERS 1/16' DEEP, ON 1/8' PTFE SURFACE UNLUBRICATED SURFACE 3/4" BEVELED PLATE 3/4' NEOPRENE PAD 1 1/4' MASONRY PLATE 1/4' 0 DRAIN HOLE 1/4' DIMPLES ON 1/2- CENTERS /YCENTERS 1/16• DEEP, ON 7' 7' 1/8' PTFE SURFACE ,y I UNLUBRICATED SURFACE 1 5/8'0 HOLE 3/4' NEOPRENE PAD :Flat o BEVELED PLATE DETAI 1 NEOPRENE PAD 11 �A 111- V.1 x ' I W-ro V.1 5/8.0 HOLE 14• DIMPLES ON 1/2' CENTERS 116" DEEP, ON 1/8' RIFE SURFACE VLUBRICATED SURFACE /4' BEVELED PLATE NOTE: THE 1/8' PTFE SHEET SHALL BE BONDED DIRECTLY TO THE TOP OF STEEL PLATE WITH A TWO PART - COMPOUND. MEDIUM MSCOSNY EPDXY RESN, CONFORMING TO THE REQUIREMENTS OF THE FEDERAL SPECIFICATION MMM -A-134, TYPE 1. THE BOND AGENT SHALL BE APPLIED ON THE FULL AREA OF THE CONTACT SURFACES. BEVELED PLATE SGVEtt¢=t•a IS 1/2' SIDE 1/2• SDE PLATES PLATES 1"O HOLE EXPANSION BEARING 1'0 HOLE 'v 1/Y BOTTOM S1EEL PULE 2693 a 1/2' BOTTOM PLATE PLATE 1 7/8' TOTAL 2693 1 7/8' 3 3/8' 3 3/8" SIDE RETAINE� SIDE RETAINER 4 9GIE:1 V2•=t'C 12 8GNE1V!'-1'o V.12 STP -U-3715(615)--70-52 IDRAWN BY: DA APPROVED BY: AC C.I.P. N0: S&H PROJECT NO: 10111 _ NO. I REVISION DESCRIPTION APP_ I DA 11 1/2' 11 1/2- 1 5/8'0 x 1' DEEP HOLE WITH 1/4'0 1Y HOL£S DRAIN HOLE (IN BOTTOM PLATE) SHIM PLATE TO HAVE �TE 1/4.0 DRAIN HOLE 1 1/4' KA ONLY) 0' 110' MASONRY PLATE 0 IW -To V.1 FIXED BEARING ROLLED CHANNEL STEEL PLATE 550 0TAL 50 ;I DUBUQUE STREET OVER THE IOWA RIVER tlCYIatlNItW PCC SIDEWALK/TRAIL Ca�Mlelta,SII11 FB INTO LATE OR BOTTOM PLATE PINTLE DETAIL 6 >�:NOEE V.i 0 O - n 3 BEARING NOTES:>::; � I. SURFACES MARKED V SHALL MEET AE?2 SURFACE FINISH. r 2. MASONRY OR SHIM PLATES ARE TO Bk'iU5EEM A L FINCH NEOPRENE SHEET. C:) 3. BEVELED PLATES, SOLE PLATES, ANCBOLTS, PINRES, AND MASONRY PLATES, ARE A PART CF THE O SUPERSTRUCTURE STRUCTURAL STEEL QUANTITY. CJ7 UNIT PRICE BID FOR 'STRUCTURAL STEEL* SNALL INCLUDE ALLOWANCE FOR COST Of THE 1/8' NEOPRENE SHEETS AND NEOPRENE BEARING PADS. 4. THE BEVELED PLATES, SIDE RETAINERS AND MASONRY PLATES SHALL BE GALVANIZED. ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. 5. THE SURFACE OF THE BEVELED PLATE IN CONTACT WITH THE LAMINATED NEOPRENE PADS AND MASONRY PLATE SHALL BE FREE OF PROJECTIONS DUE TO THE GALVANIZING. 6. SOLE PLATES SHALL COMPLY WITH ASTM A709 GRADE 50W AND SHALL BE PAINTED PER STANDARD SPECIFICATIONS. SIDE RETAINERS, BEVELED PLATES AND MASONRY PLATES, WHICH ARE TO BE GALVANIZED, SHALL COMPLY WITH ASTM A709 GRADE 50. 7. ANCHOR BOLTS, NUTS AND WASHERS SHALL MEET THE REQUIREMENTS OF IM 453.08. 8. BEARINGS SHOWN ON THIS DRAWING MAY BE USED FOR APPUCATKINS WITH LOCAL BEAM SLOPES BETWEEN OR - 6%. FOR SITUATIONS OUTSIDE OF THIS SLOPE RANGE, THE DESIGNER SHALL EVALUATE THE BEARING'S APPLICABILITY IN ACCORDANCE WITH CURRENT IOWA DEPARTMENT OF TRANSPORTATION AND PASHTO POLICY ON BEARING DESCH. 9. THE 1/8 INCH NEOPRENE SHEETS ARE TO BE 50, 60, OR 70 DUROMETER HARDINESS AND SHALL BE 1 INCH GREATER IN LENGTH AND WIDTH THAN THE BOTTOM SURFACES OF THE MASONRY PLATES OR STEEL BEARINGS. BEAM BEARING DETAILS '"I NU 446'-0' x 11'-2' - 5 SPAN, 0• SKEW V.1F ROLLED STEEL BEAM BRIDGE 75'-9' END SPANS & 96'-6' INTERIOR SPANS OF V.12 1'SOLE PLATE 8' I/8' SLIDE PLATE 1/8• 1/8• a.• x� SLIDE RETAINER SLIDE RETAINER SLIDE RETAINER ANCHOR CHOR BOLT 3/4'0 ANCHOR BOLT 3/4.0 ANCHOR BOLT a n e am'Y III <m� o 7• 1/4' DIMPLES ON 1/2' CENTERS o 5 I/16' DEEP, ON I/8• PTFE SURFACE o a o a TO' UNLUBRICATED SURFACE a 3/4' BEVELED PLATE 3 0 a $ Il 1/2' 3/4' NEOPRENE PAD a' g 3 3 i N N= f BEAM I I/4' MASONRY PLATE �� z or� oN� EXPANSION BEARING 1 TYPMN AT DPAN®OLIflQiS6AHI1MEN15 V.1 SCNE:3=1'd to REasan 77 7/8' 7 7-/8' 7II i/8• STAINLESS STEEL SLIDE PLATE PLANE 3/4" NEOPRENE PAD SLIDE PLATE z SOLE PLATE 0 NEOPRENE PAD - 8G4E:11(!-1'd V.12 fififlE:l i(f-rd V.1 Sb,lf:tt?-1'd V.12 7' 1/4' DIMPLES ON 1/2' CENTERS 1/16' DEEP, ON I/8• FREE SURFACE UNLUBRICATED SURFACE 3/4' BEVELED PLATE , I `I' NOTE: THE 1/8' PTFE SHEET SHALL BE BONDED DIRECTLY TO THE TOP OF STEEL PLATE WTH A TWO PMT - COMPOUND, MEDIUM VISCOSITY EPDXY RESIN, CONFORMING TO THE REQUIREMENTS OF THE FEDERAL SPECIFICATION MMM -A-134, TWE 1. THE BOND AGENT SHALL BE APPLIED ON THE FULL AREA OF THE CONTACT SURFACES. BEVELED PLATE 6 rXxAa t2-ro V.i 11 1/2• _ 11 1/2- 0 HOLES /-1 1/4' PUTS 10' TO' MASONRY PLATE 6 mat¢ -r' V.1 5/8'0 TOLE 1/8• 1/8• n UTE SOLE PLATE 9 1m 5 BEAM FIXED BEARING 1tflGLLATw P[EA V.12 SC T.1'Jr 2XE 1/2.0 PINTLE IN 1 5/8'0 HOLE 1/8• SOLE PLATE 1/8' SLIDE RETAINER 3/4'0 ANCHOR Pe 1/4' DIMPLES ON 1/2" CENTERS 1/16' DEEP, ON 1/8' PTFE SURFACE UNLUBRICATED SURFACE 3/4" BEVELED PLATE 3/4' NEOPRENE PAD 1 1/4' MASONRY PLATE 1/4' 0 DRAIN HOLE 1/4' DIMPLES ON 1/2- CENTERS /YCENTERS 1/16• DEEP, ON 7' 7' 1/8' PTFE SURFACE ,y I UNLUBRICATED SURFACE 1 5/8'0 HOLE 3/4' NEOPRENE PAD :Flat o BEVELED PLATE DETAI 1 NEOPRENE PAD 11 �A 111- V.1 x ' I W-ro V.1 5/8.0 HOLE 14• DIMPLES ON 1/2' CENTERS 116" DEEP, ON 1/8' RIFE SURFACE VLUBRICATED SURFACE /4' BEVELED PLATE NOTE: THE 1/8' PTFE SHEET SHALL BE BONDED DIRECTLY TO THE TOP OF STEEL PLATE WITH A TWO PART - COMPOUND. MEDIUM MSCOSNY EPDXY RESN, CONFORMING TO THE REQUIREMENTS OF THE FEDERAL SPECIFICATION MMM -A-134, TYPE 1. THE BOND AGENT SHALL BE APPLIED ON THE FULL AREA OF THE CONTACT SURFACES. BEVELED PLATE SGVEtt¢=t•a IS 1/2' SIDE 1/2• SDE PLATES PLATES 1"O HOLE EXPANSION BEARING 1'0 HOLE 'v 1/Y BOTTOM S1EEL PULE 2693 a 1/2' BOTTOM PLATE PLATE 1 7/8' TOTAL 2693 1 7/8' 3 3/8' 3 3/8" SIDE RETAINE� SIDE RETAINER 4 9GIE:1 V2•=t'C 12 8GNE1V!'-1'o V.12 STP -U-3715(615)--70-52 IDRAWN BY: DA APPROVED BY: AC C.I.P. N0: S&H PROJECT NO: 10111 _ NO. I REVISION DESCRIPTION APP_ I DA 11 1/2' 11 1/2- 1 5/8'0 x 1' DEEP HOLE WITH 1/4'0 1Y HOL£S DRAIN HOLE (IN BOTTOM PLATE) SHIM PLATE TO HAVE �TE 1/4.0 DRAIN HOLE 1 1/4' KA ONLY) 0' 110' MASONRY PLATE 0 IW -To V.1 FIXED BEARING ROLLED CHANNEL STEEL PLATE 550 0TAL 50 ;I DUBUQUE STREET OVER THE IOWA RIVER tlCYIatlNItW PCC SIDEWALK/TRAIL Ca�Mlelta,SII11 FB INTO LATE OR BOTTOM PLATE PINTLE DETAIL 6 >�:NOEE V.i 0 O - n 3 BEARING NOTES:>::; � I. SURFACES MARKED V SHALL MEET AE?2 SURFACE FINISH. r 2. MASONRY OR SHIM PLATES ARE TO Bk'iU5EEM A L FINCH NEOPRENE SHEET. C:) 3. BEVELED PLATES, SOLE PLATES, ANCBOLTS, PINRES, AND MASONRY PLATES, ARE A PART CF THE O SUPERSTRUCTURE STRUCTURAL STEEL QUANTITY. CJ7 UNIT PRICE BID FOR 'STRUCTURAL STEEL* SNALL INCLUDE ALLOWANCE FOR COST Of THE 1/8' NEOPRENE SHEETS AND NEOPRENE BEARING PADS. 4. THE BEVELED PLATES, SIDE RETAINERS AND MASONRY PLATES SHALL BE GALVANIZED. ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. 5. THE SURFACE OF THE BEVELED PLATE IN CONTACT WITH THE LAMINATED NEOPRENE PADS AND MASONRY PLATE SHALL BE FREE OF PROJECTIONS DUE TO THE GALVANIZING. 6. SOLE PLATES SHALL COMPLY WITH ASTM A709 GRADE 50W AND SHALL BE PAINTED PER STANDARD SPECIFICATIONS. SIDE RETAINERS, BEVELED PLATES AND MASONRY PLATES, WHICH ARE TO BE GALVANIZED, SHALL COMPLY WITH ASTM A709 GRADE 50. 7. ANCHOR BOLTS, NUTS AND WASHERS SHALL MEET THE REQUIREMENTS OF IM 453.08. 8. BEARINGS SHOWN ON THIS DRAWING MAY BE USED FOR APPUCATKINS WITH LOCAL BEAM SLOPES BETWEEN OR - 6%. FOR SITUATIONS OUTSIDE OF THIS SLOPE RANGE, THE DESIGNER SHALL EVALUATE THE BEARING'S APPLICABILITY IN ACCORDANCE WITH CURRENT IOWA DEPARTMENT OF TRANSPORTATION AND PASHTO POLICY ON BEARING DESCH. 9. THE 1/8 INCH NEOPRENE SHEETS ARE TO BE 50, 60, OR 70 DUROMETER HARDINESS AND SHALL BE 1 INCH GREATER IN LENGTH AND WIDTH THAN THE BOTTOM SURFACES OF THE MASONRY PLATES OR STEEL BEARINGS. BEAM BEARING DETAILS '"I NU 446'-0' x 11'-2' - 5 SPAN, 0• SKEW V.1F ROLLED STEEL BEAM BRIDGE 75'-9' END SPANS & 96'-6' INTERIOR SPANS OF V.12 WALK SUB SH4L BE PLACED IN SECTIONS AND IN SEQUENCE INDICATED. ALTERNATE PROCEWR PLACING SLAB CONCRETE MAY BE SUBMRTED FOR APPROVAL TOGETHER VRTH A STATEMENT OF TI POSED METHOD AND ETADENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT M LRIES TO ACCOMPLISH THE REQUIRED RESULT. BRIDGE CENTERLINE SEE DETAIL 2/V.13 BRIDGE CENTERUNE SEE DETAIL 1/V.13 FOR CONTINUATION 96 SPACES 0 6' = 48'-0' FOR 97 fiat PIER 13 (FD®) BEM D 1 1/2.3" HEADER CUT TO SHAPE OF CROWN / •WO ORIUf➢ FOR LONGITWINAL NNLEU TO HEADER BARS 1 1/2' N V TRANSVERSE SLAB CONSTRUCTION JOINT@ U-3715(615)--70-52 DRAWN BY: MA APPROVED BY: AC NO: PROJECT N0:_ 10111 N0. CONCRETE SLAB PLAN 1 scuFnnr-ra V.13 PERMISSIBLE TRMISv RSE CON5�1 TIbM� CONCRETE SLAB PLAN 2 BINE M' -Pa V.13 NOTES: 1. CONCRETE SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES FOR PLACING SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS. PIER J4 (SUDING) _O --C--- O -- -- N. ABUTMENT N O BAR LOCATION I SHAPE NO. I D � � fiat SLAB TRANSVERSE — �n J �r r'n a = 6b1 SLAB LONGITUDINAL a 40'-0 5,527 Ps� 115 1 60-0 10,364 u, EPDXY COATED REINFORCING BAR LIST SUPERSTRUCTURE) BAR LOCATION I SHAPE NO. I LENGTH I WEIGHT fiat SLAB TRANSVERSE 886 10-10 14,417 6b1 SLAB LONGITUDINAL 1 92 1 40'-0 5,527 6b2 SLAB LONGITUDINAL 115 1 60-0 10,364 TOTAL 'LBS.' 30308 CONCRETE PLACEMENT QTYS. 'SUPERSTRUCTURE SLAB, SECTION i CY 12.3 SLAB. SECTION 2 CY 12.5 SLAB, SECTION 3 CY 12.5 SLAB, SECTION 4 C7 12.5 SLAB, SECTION 5 CY 12.3 SLAB, SECTION 6 CY 8.0 SLAB, SECTION 7 CY 8.0 SLAB, SECTION 8 CY 8.0 SLAB, SECTION 9 CY 8.0 TOTAL CY 94.1 J.J11 wnd � DUBUQUE STREET OVER THE IOWA RIVER �,�"-e M tewmgimw PCC SIDEWAIK/TRNL maxi CONCRETE SUB PLAN AND DETAILS 446'-0' x 1 V-2* - 5 SPAN, 0• SKEW V.13 ROLLED STEEL BEAM BRIDGE ov V.22 75'-9' END SPANS & 96•-6' INTERIOR SPANS roN BRIDGE CENTERUNE U( , ( , ( , ( , ( , ( , ( l Qq 10 11 12 13 14 15 18 17 S 19 �20� 21 U22) 23 S. ABUTMENT BEARING _ 8 SPACES 0 9'-8 1/4' - 77-6 2 SPACES 0 9'-6' = 19'-0' 220'-6' 1.71 1'-3' FOR CONTINUATION I' -J' 75'-9' fE PIER 11 (SUDING) SLAB 96'-6' E PER i2 (SUDING) 48'-3- (SEE NOTE 1) 8 SPACES 0 9'-5 5/8' - 75'-9- 2 SPACES 0 9'-6' = 19'-0' I 8 SPACES 0 9'-8 1/4' = 77'-6' 2 SPACES 0 9'-6' =19'-0" 3 SPACES 0 9'-9' =29'-3' ______ _ ____ ___ 1 _____.E�__ j ABUT. BRG _3___ _ _ tPIER 3 BRG. I _ � UNE A BEAM LINE ____ PIER 1 BRG. E BOLTED SPLICE € BOLTED SPUCE I_ _ _ PER 2 BRG. ___II f ABUT. BRG. 1I II II I II _______BEAM 3 4 5 6 7 8 9 10 11 12 13 14 15 16 77 18 19 20 21 22 23 24 WEST EDGE Fp 669.64 669.74 669.81 669.87 669.93 670.28 670.05 670.10 670.15 670.20 670.24 670.28 2 669.87 670.38 670.41 670.43 670.45 670.47 670.48 670.48BEAN 670.51 670.51 A 669.62 U( , ( , ( , ( , ( , ( , ( l Qq 10 11 12 13 14 15 18 17 S 19 �20� 21 U22) 23 -BRIDGE CENTERUNE SEE PLAN ABOVE FOR CONTINUATION "W_.. 4 N O n-<- y� N. CAR BEAR% 1 41 Z7 = ! 7 48'-3' PIER j3 (FIXED) 96,_6. PIER 14 (SUDING) 75'-9' •• O 3 SPACES 0 9'-9' = 29'-3' 2 SPACES 0 9'-6' = 19'-0' _ 8 SPACES 0 9'-8 1/4' - 77-6 2 SPACES 0 9'-6' = 19'-0' 8 SPACES 0 9'-5 5/8' = 75'-9' 1.71 1'-3' TOP OF SLAB ELEVATIONS (SEE NOTE 1) 1 _J_ _ I _____ I _ �_ _ ______ _ ____ ___ 1 _____.E�__ j ABUT. BRG _3___ _ _ tPIER 3 BRG. I _ � F-11 � ____ PIER 1 BRG. E BOLTED SPLICE € BOLTED SPUCE I_ _ _ PER 2 BRG. F E BOLTED SPLICE f ABUT. BRG. LOCATION 25 LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 77 18 19 20 21 22 23 24 WEST EDGE 669.57 669.64 669.74 669.81 669.87 669.93 670.28 670.05 670.10 670.15 670.20 670.24 670.28 2 669.87 670.38 670.41 670.43 670.45 670.47 670.48 670.48BEAN 670.51 670.51 A 669.62 669.67 669.77 669.84 669.90 669.96 E670.00 670.08 670.1) 670.18 670.2) 670.27 670.31 5 669.84 669.77 669.67 669.62 BEAM B 670.68 670.67 670.67 670.66 BEAN B 669.78 66983 669.93 670.00 670.06 670.12 670.29 67014 670.29 670.74 670.79 670.43 670.47 1 E67 E6_704 669.83 669.78 EAST EDGE 670.71 670.70 670.70 670.69 670.67 EAST EDGE 669.81 669.86 669.96 670.03 670.09 670.15 670.27 67017 670.71 670.37 670.42 670.46 670.50 4 669.86 670.60 670.63 fi70.fi5 fi70.fi7 670.69 670.70 670.70 670.71 fi -BRIDGE CENTERUNE SEE PLAN ABOVE FOR CONTINUATION "W_.. 4 N O n-<- y� N. CAR BEAR% 1 41 Z7 = ! 7 48'-3' PIER j3 (FIXED) 96,_6. PIER 14 (SUDING) 75'-9' •• O 3 SPACES 0 9'-9' = 29'-3' 2 SPACES 0 9'-6' = 19'-0' _ 8 SPACES 0 9'-8 1/4' - 77-6 2 SPACES 0 9'-6' = 19'-0' 8 SPACES 0 9'-5 5/8' = 75'-9' 1.71 1'-3' TOP OF SLAB ELEVATIONS i I t_ - L 1 _J_ _ I _____ I _ �_ _ ______ _ ____ ___ 1 _____.E�__ EJ 1 _ t_ 1 _3___ _ _ tPIER 3 BRG. I _ � F-11 � ____ E BOLTED SPLICE LBEAMMLINE I_ _ _ _ _ F _ f ABUT. BRG. LOCATION 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 WEST EDGE 670.48 670.48 670.48 670.47 670.45 670.43 670.41 670.38 670.35 670.32 670.28 670.24 670.20 670.15 670.10 670.05 670.00 669.93 669.87 669.81 669.74 669.64 24 U U 27 U U U 31 32 U U U 36 37 (38 V U 41 U U U U U 47 CONCRETE SLAB PLAN 2 9G1E: 1AT=1'V V.14 STP -U-3715(615)--70-52 DRAWN BY: a yygl4. Naalarq CONCRETE SLAB ELEVATIONS AND DETAILS SNI. No. APPROVED BY: ec ,,,,..,...,, DUBUQUE STREET OVER THE IOWA RIVER 446'-0• . 11'-2" - 5 SPAN, 0' SKEW X11 C.I.22 P. NO: iawwaw.a PCC SIDEWAIK/TRAIL ROLLED STEEL BEAU BRIDGE S&H PROJECT N0: 10111 N VISION DESCRI TION A ATE "'"�` °a+� 75'-9" END SPANS & 96'-6' INTERIOR SPANS pP I TOP OF SLAB ELEVATIONS (SEE NOTE 1) E BOLTED SPLICE tPIER 3 BRG. E BOLTED SPLICE PIER 4 BRG f ABUT. BRG. LOCATION 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 WEST EDGE 670.48 670.48 670.48 670.47 670.45 670.43 670.41 670.38 670.35 670.32 670.28 670.24 670.20 670.15 670.10 670.05 670.00 669.93 669.87 669.81 669.74 669.64 669.57 BEAM A 670.52 670.51 670.51 670.50 670.48 670.46 670.44 670.41 670.38 670.35 670.31 670.27 670.23 670.18 670.13 670.08 670.03 669.96 669.90 669.84 669.77 669.67 669.62 BEAM B 670.68 670.67 670.67 670.66 670.64 670.62 670.60 670.57 670.54 670.51 670.47 670.43 670.39 670.34 670.29 670.24 670.19 670.12 670.06 670.00 669.93 669.83 669.78 EAST EDGE 670.71 670.70 670.70 670.69 670.67 670.65 670.63 670.60 670.57 670.54 670.50 670.46 670.42 670.77 670.32 670.27 670.22 670.15 670.09 670.03 669.96 669.86 669.81 CONCRETE SLAB PLAN 2 9G1E: 1AT=1'V V.14 STP -U-3715(615)--70-52 DRAWN BY: a yygl4. Naalarq CONCRETE SLAB ELEVATIONS AND DETAILS SNI. No. APPROVED BY: ec ,,,,..,...,, DUBUQUE STREET OVER THE IOWA RIVER 446'-0• . 11'-2" - 5 SPAN, 0' SKEW X11 C.I.22 P. NO: iawwaw.a PCC SIDEWAIK/TRAIL ROLLED STEEL BEAU BRIDGE S&H PROJECT N0: 10111 N VISION DESCRI TION A ATE "'"�` °a+� 75'-9" END SPANS & 96'-6' INTERIOR SPANS pP I MISCELLANEOUS DATA TABLE BEAM € ABUT. € BOLTED TABLE OF BEAM LINE HAUNCH ELEVATIONS (SEE NOTE I) € BOLTED LINE UNE BRG. € ABUT. BRG. BRG. SPUCE BRG. € PIER 1 BRG € BOLTED SPLICE SPLICE € PIER 2 BRG € BOLTED SPLICE 1 2 3 LOCATION 1 2 1 3 4 5 1 6 17 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 BEAM A 669.08 669.11 669.20 669.27 669.32 669.39 669.47 1 669.53 669.59 669.63 669.66 669.69 669.72 669.75 1 669.79 669.83669.87 669.91 669.94 669.95 669.95 669.93 669.93 669.93 BEAM 8 669.24 669.27 669.36 669.43 669.48 669.55 669.63 669.69 669.75 669.79 669.82 669.85 669.88 669.91 669.95 669.99 670.03 670.07 670.10 fi70.11 670.11 669.10 670.09 670.09 MISCELLANEOUS DATA TABLE BEAM € ABUT. € BOLTED € PIER 1 €PIER 3 € BOLTED N € PIER 2 € BOLTED LINE UNE BRG. BRG. SPUCE BRG. BRG. BRG. SPLICE 25 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ANTICIPATED € BOLTED € PER 4 € ABR. SPLICE BRG. SPLICE BRG. BRG. n J LOCATION 25 26 27 28 29 30 31 32 1 33 1 34 35 36 DEFLECTION ALL 0 5/16' 9/16' 11/16' 5/8' 7/16'3/18' 669.94 1/16' 0 1/16' 3/8' 9/16' 13/16' 7/8' 13/16' 9/16' 3/8' 1/16' 0 1/16' 5/16' 1/2' 11/16' 3/4' DUE TO SLAB 66q 4.1 669.36 669.17 669.24 3;0 B 670.09 669.10 670.11 870.11 670.10 fi70.07 670.03 669.99 669.95 669.91 669.88 669.85 669.82 669.79 669.69 669.63 669.55 669.48 r (INCHES) (INCHES) 3'' O Ln ALL 1/8' 1/8' I/e 1/8' 1/8' CROSS SLOPEpLL 1/8' 1/8' 1/B' i/B' 1/8' 1/8' 1/8' 1/8' 1/8' 1/8' 1/8' 1/8' 1/8' 1/8' 1/8" 1/8' 1/8' 1/8' 1/8' I/8' 1/8' 1/8' 1/e' 1/8' 1/8' ADJUSTMENT MISCELLANEOUS DATA TABLE BEAM € BOLTED €PIER 3 N € BER 4 € ABUT. LINE SPLICE O SPLICE BRG. BRG. 25 26 27 28 29 TABLE OF BEAM LINE HAUNCH ELEVATIONS (SEE NOTE 1) 34 n a i1 38 39 40 41 42 43 44 45 46 47 € B0.TED €PIER 3 € BOLTED € PER 4 € ABR. SPLICE BRG. SPLICE BRG. BRG. n J LOCATION 25 26 27 28 29 30 31 32 1 33 1 34 35 36 37 )8 40 41 42 43 M 45 46 47 �fi2 r 9/16' T BEAM A fi69.93 669.93 669.95 669.95 669.94 669.91 669.87 669.83 669.79 669.75 669.72 669.69 669.66 669.63A�665959E fifi9.53 669.47 669.39 669.32 6fi9.27 669.20 669.11 669.08 TTL ic i'1BENZ 5/16' 0 DUE TO SLAB 66q 4.1 669.36 669.17 669.24 3;0 B 670.09 669.10 670.11 870.11 670.10 fi70.07 670.03 669.99 669.95 669.91 669.88 669.85 669.82 669.79 669.69 669.63 669.55 669.48 r (INCHES) 3'' O Ln ALL MISCELLANEOUS DATA TABLE BEAM € BOLTED €PIER 3 € BOLTED € BER 4 € ABUT. LINE SPLICE BRG. SPLICE BRG. BRG. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 ANTICIPATED DEFLECTION ALL 1y/i6' 1/2' 5/16' 1/16' 0 1/16' 3/8' 9/16' 13/16' 7/8' 13/16' 9/16' 3/8' I/16' 0 1/16' 3/16' 7/16' 5/8' 11/16' 9/16' 5/16' 0 DUE TO SLAB (INCHES) CROSS SLOPE ALL 1/8' 1/8' I/e 1/8' 1/8' 1/8' 1/8' 1/8• 1/8' 1/8' 1/8' 1/8' 1/8' 1/8' 1/B' 1/8' 1/8' 1/6' 1/8' 1/8' 1/8' 1/8' 1/8' ADJUSTMENT HAUNCH DETAIL scar:: nora< NOTE: BRIDGE SEAT ELEVATIONS ARE SET BASED ON THEORETICAL CAMBER AND BEAM DEFLECTIONS THESE BRIDGE SEATS WILL PROVIDE A THEORETICAL BEAM HAUNCH WTHIN DESIGN PARAMETERS ACTUAL HAUNCHES ARE DETERMINED USING SURVEYED TOP OF BEAM ELEVATIONS AND 'BEAM LINE HAUNCH ELEVATIONS' DATA ALLOWABLE MAXIMUM AND MINIMUM 'FIELD HAUNCH' VALUES ARE GIVEN IN THE 'MISCELLANEOUS DATA' TABLE. 'CROSS SLOPE ADJJSTIAENY VALUES WILL MD THE CONTRACTOR IN DETERMINING ACTUAL FORMED HAUNCH DIMENSIONS AT THE EDGES OF THE TOP FLANGE. NOTE 1: TO CALCULATE FIELD HAUNCH REQUIRED AT EACH LOCATION, SURVEY THE BEAM TOPS CONSISTENT KITH THE SPACINGS SHOWN ON THE 'TCP OF SLAB ELEVATIONS LAYDU7' ON SLAB ELEVATIONS SHEET. SUBTRACT THE SURVEYED BEAM SHOT FROM THE 'BEAM UNE HAUNCH ELEVATION'. THIS VALUE WILL BE THE HAUNCH NEEDED (SEE 'FIELD HAUNCH' IN HAUNCH DETAIL). THE 'BEAM LINE HAUNCH ELEVATION' INCLUDES ADJUSTMENTS FOR SLAB THICKNESSES AND ANTICIPATED DEFLECTIONS NO ADDITIONAL CALCULATIONS ARE REWIRED. IF THE FIELD HAUNCH EXCEEDS THE MAXIMUMS AND MINIMUMS INDICATED IN IN THE MISCELLANEOUS DATA TABLE, ADJUSTMENTS TO THE GRADE OR ADDITIONAL HAUNCH REINFORCEMENT WLL BE REWIRED. STP -U-3715(615)--70-52 DRAWN BY: DA Shoemaker tiHaaWntl BEAM LINE HAUNCH DATA XNOAPPROVED BY: AC yJll ,,,_.,w„�.,,,,,, DUBUQUE STREET OVER THE IOWA RIVER 446'-D' . 11'-2" - 5 SPAN, 0' SKEWC.I.P. NO: !I'-� PCC SIDEWAUK ROLLED STEEL BEAM BRIDGE S&H PROJECT NO: 10111 N VISION DESCRIPTION APP. DATE 4-6� c"�"'6 �rn 75-9' END SPANS & 96'-6' INTERIOR SPANS j ABUTMENT PIER PIER I BRIDGE I5'-9' 48' -3 - SPLICE PLATE C SPLICE PLATE BRIDGE SYMMETRICAL 8 SPACES 0 9'-5 5/8' = 75'-9' 2 SPACES 0 9'-6' = 19'-0' 8 SPACES 0 9'-8 1/4' = 77'-6' 2 SPACES 0 9'-6' = 19'-0' 3 SPICES O 9'-9' = 29'-Y ABOUT BRIDGE CENTERUNE LUNE LOAD DEFLECTION 0 m n 00, m L n N -1• � N O Z a -s r . rTl _1 1/2' 7C s 7 2 3 0 6 fi 7 8 9 10 11 12 13 td 15 18 17 78 79 20 21 22 23 24 Qn DEAD LOAD DEFLECTION TOTAL DEFLECTION BEAM DEFLECTION DIAGRAM wd �.NIXE STP -U-3715(615)--70-52 DRAWN BY: APPROVED BY: w AC ] ygmLakc d. Haalattl DUBUQUE STREET OVER THE IOWA RIVER BEAM DEFLECTION 446'-0' . 11'-2' - 5 SPAN, 0' SKEW fi T. NO. °•18 C.I.P. NO: dq�P � ,yam PCC SIDEW&K/TRNL ROLLED STEEL BEAM BRIDGE S&H PROJECT N0: 10111 a�'A>o"7» ' 75'-9' END SPANS h 96'-6' INTERIOR SPANS ZV�22 NO. R VISION DESCRIPTION A DA n OF SIDEWALK SLAB TRAIL q q q q "CF" JOINT SEE STANDARD ROAD PLANS RK -20 FOR SIZE 511 STAINLESS STEEL BAR AT l'-0 CENTERS PROVIDE 3 MIL POLYETHYLENE (SEE DOWEL SHEETING FOR DEBONDING SETTING NOTE'. PART LONGITUDINAL SECTION THRU APPROACH SIDEWALK SLAB L PROPOSED SIDEWALK --� 8'-0" REINFORCED APPROACH "CF" JOINT SIDEWALK SLAB "E" X,_ BRIDGE APPROACH PAVEMENT i "E" JOINT I 1 I PAVING NOTCH 1 V-3 I ________ i___________ T- I I I I I � I I �— ABUTMENT BEARING -------------------- I i L___________ GUTTERLINE ALONG BRIDGE SLAB PART PLAN VIEW OF SOUTH APPROACH SIDEWALK SLAB NORTH SIMILAR DRAWN BY: DA APPROVED BY: Ac • EPDXY COATING BAR STAINLESS STEEL BAR SIDEWALK SLAB DOWELS SHALL BE DEFORMED BAR GRADE 60, TYPE 316 LN IN ACCORDANCE WITH ASTM A955/A955M-01. THE COST OF THE STAINLESS STEEL SIDEWALK SLAB DOWELS IS TO BE INCIDENTAL TO THE PRICE BID FOR "REINFORCING STEEL - EPDXY COATED". THE WEIGHT OF THE STAINLESS STEEL DOWELS IS TO BE INCLUDED WITH THE WEIGHT FOR EPDXY REINFORCING STEEL. DOWEL SETTING NOTE : THE 5j1 BARS SHALL BE SET AS DOWELS IN DRILLED HOLES. HOLES ARE TO BE 10" DEEP. THE DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ONE OF THE FOLLOWING SYSTEMS SHALL BE USED AS A BONDING AGENT FOR THE DOWELS : A. POLYMER GROUT SYSTEM IN ACCORDANCE WITH STANDARD SPECIFICATIONS ARTICLE 2301.12 AND CURRENT SUPPLEMENTAL SPECIFICATIONS OF THE IOWA D.O.T. HIGHWAY DIVISION. B. HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE 2 1/2 TIMES THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN WITH COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT. THE HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE APPROVED IN MATERIALS I.M. 491.13 AND SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. V -O 10 � D-3 3/4" 5j1 (STAINLESS) 4e2 7'-8 y o 4 1/2- 0I1 m NOTE: ALL DIMENSIONS ARE w 'OUT TO OUT 4el 'D - PIN DIAMETER 8'-O 2 3/4' 7 EQUAL SPACES - 4ml BARS REINFORCING BAR LIST - TWO APPROACHS TOP OF SIDEWALK SLAB BAR LOCATION SHAPE NO. I LENGTH LBS. 720 4e1 SIDEWALK SLAB HOOPS d 24 17'-64e2 SIDEWALK SLAB HOOPS AT SIDEWALK LIP 24 3'-11VARIES 4e2 AT 1'-0 CENTERSA 2 1/2" CL Sj1 STAINLESS bmI (EAST) J STEEL BAR AT M7281 V-0 CENTERS 4el AT FROM V-0 CENTERS 4ml SIDEWALK SLAB TRANSV. TOP & BOTTOM (EAST) — 38 '-3" TO 13'- 5j1 SIDEWALK SLAB DOWEL BAR C- 24 2'-6 TOTAL ( LBS. ) 720 • EPDXY COATING BAR STAINLESS STEEL BAR SIDEWALK SLAB DOWELS SHALL BE DEFORMED BAR GRADE 60, TYPE 316 LN IN ACCORDANCE WITH ASTM A955/A955M-01. THE COST OF THE STAINLESS STEEL SIDEWALK SLAB DOWELS IS TO BE INCIDENTAL TO THE PRICE BID FOR "REINFORCING STEEL - EPDXY COATED". THE WEIGHT OF THE STAINLESS STEEL DOWELS IS TO BE INCLUDED WITH THE WEIGHT FOR EPDXY REINFORCING STEEL. DOWEL SETTING NOTE : THE 5j1 BARS SHALL BE SET AS DOWELS IN DRILLED HOLES. HOLES ARE TO BE 10" DEEP. THE DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ONE OF THE FOLLOWING SYSTEMS SHALL BE USED AS A BONDING AGENT FOR THE DOWELS : A. POLYMER GROUT SYSTEM IN ACCORDANCE WITH STANDARD SPECIFICATIONS ARTICLE 2301.12 AND CURRENT SUPPLEMENTAL SPECIFICATIONS OF THE IOWA D.O.T. HIGHWAY DIVISION. B. HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE 2 1/2 TIMES THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN WITH COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT. THE HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE APPROVED IN MATERIALS I.M. 491.13 AND SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. V -O 10 � D-3 3/4" 5j1 (STAINLESS) 4e2 7'-8 y o 4 1/2- 0I1 m NOTE: ALL DIMENSIONS ARE w 'OUT TO OUT 4el 'D - PIN DIAMETER 8'-O 2 3/4' 7 EQUAL SPACES - 4ml BARS - TWO APPROACHS ITEM TOP OF SIDEWALK SLAB STRUCTURAL CONCRETE ('BRIDGE') CU.YD. 8.9 REINFORCING STEEL EPDXY COATED LBS. 720 4e2 AT 1'-0 CENTERSA 2 1/2" CL Sj1 STAINLESS bmI (EAST) J STEEL BAR AT 4m2 (WEST) V-0 CENTERS 4el AT V-0 CENTERS 9'-O 2 3/4" LONGITUDINAL SECTION OF APPROACH SIDEWALK SLAB ESTIMATED QUANTITIES - TWO APPROACHS ITEM UNIT QUANTITY STRUCTURAL CONCRETE ('BRIDGE') CU.YD. 8.9 REINFORCING STEEL EPDXY COATED LBS. 720 NOTE: COST OF "E" JOINT MATERIAL AND POLYETHYLENE SHEETING IS CONSIDERED INCIDENTAL TO THE COST OF STRUCTURAL CONCRETE. Shoemaker.- Hut" DUBUQUE STREET OVER THE IOWA .ate RIVER t4� PCC SIOEWALK/TRAIL NOTE : SEE SHEET 02 FOR ADDITIONAL DATA. SIDEWALK APPROACH DETAILS SHT. NO. 446'-0" X 11'-2" - 5 SPAN, 0' SKEW V.1) ROLLED STEEL BEAM BRIDGE 75'-9" END SPANS & 96'-6" INTERIOR SPANS OF 22 75'-9* EXPANSION JOINT SETTINGS TE EXPANSION DEVICE LAYOUT �: vr.ra V.18 murHannrc�rranAN NgiTl �AIIAR HEX HEAD �REQUIRED 3/8'0 STAINLESS STEEL SOCKET FLAT COUNTERSUNK HEAD CAP SCREW SOCKET FLAT COUNTERSUNK HEAD CAP SCREW DETAIL EXPANSION DEVICE SCREW DETAIL a 9CaE:NRE V.18 EXPANSION DEVICES QUANTITIES DRAINAGE TROUGH J I/2' SEE EXPANSION 38'-4' LF STRUCTURAL STEEL JOINT SETTING 640 LBS 1/2'0 x 4' SNI EXPANSION DEVICE SECTION 9 :Ilr @ STEEL EXPANSION JOINT NOTES: THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP DRAWINGS OF THE EXPANSION DEVICES SHOWING LAYOUT, MATERIAL TO BE USED, AND PROVISIONS FOR HOLDING DEVICE DURING PLACEMENT OF CONCRETE. THE EXPANSION DEVICE SHALL BE GALVANIZED AFTER WELDING. THE EXPANSION DEVICE IS TO BE PARALLEL TO GRADE. CAP SCREWS SHALL BE COUNTERSUNK 1/16' BELOW TOP OF THE PLATE. THE MINIMUM GRADE OF STRUCTURAL STEEL FOR THE EXPANSION DEVICE SHALL BE ASTM A-36. BLOCKOUT DETAILS MAY BE ALTERED FROM THOSE SHOWN PROVIDED THE GLAND MAY BE INSTALLED AND REMOVED IF NECESSARY AND THE CURB AREA REMAINS WATERTIGHT. THE NUMBER OF FEET OF STEEL EXPANSION JOINT INSTALLED SHALL BE PAID FOR AT THE CONTRACT PRICE PER FOOT BASED ON PLAN QUANTITIES. THE CONTRACT PRICE BID FOR 'STEEL EXTRUSION JOINT W/NEOPRENE' SHALL BE FULL COMPENSAPON FOR FURNISHING AND INSTALUNG STEEL EXTRUSIONS. THIS WORK WALL CONSIST OF FURNISHING ALL REQUIRED MATERIALS, (INCLUDING THE INSTALLATION AND ADJUSTMENT OF THE EXPANSION JOINTS IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. THE FURNISHING AND INSTALLATION OF ALL NECESSARY HARDWARE AND ACCESSORIES AS STIPPLED BY THE EXPANSION JOINT MANUFACTURER ARE TO BE INCLUDED IN THIS WORK, INCLUDING THE ANCHORAGE SYSTEM AND ANY TEMPORARY ERECTION MATERIAL All WORK AND MATERIALS FOR THE INSTALLATION OF THE EXPANSION JOINTS ARE TO COMPLY WITH THE WRITTEN RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER. STP—U-3715(615)--70-52 IDRAVM BY: IIA ShoemakeC �. FNaalaM EXPANSION DEVICES APPROVED BY: AC _,,.,.r.— ..�.,..,, DUBUQUE STREET OVER THE IOWA RIVER 446'-0' x 11'-2' - 5 SPAN, 0' SKEW WL C.I.P. NO: lequwnywe.a PCC SIDEWALK/CM ROLLED STEEL BEAM BRIDGE v22 S&H PROJECT NO: 10111 NO REVISION DESCRIPTION AP OA �' 14�""'�' 52241 75'-9' END SPANS & 96'-6' INTERIOR SPANS DE 3 1/2' J I/2' SEE EXPANSION JOINT SETTING J 1/4CHART IN 1 1/4' 5/16' SS. COVER PLATE w/3/8' COUNTER SUNK S.S. SCREWS 0 12' D.C., SEE DETAIL 3/V.18 FOR SCREW DETAILS 17 4' STUDS 0 12' O.C. THREACK ESO NUT SCR ,PLUG kFOR III LJ 1/2 x 3 1/2 x 3/eATIO12 T3/8*C.S. O.C. 3O BREAK N 0 Zn b • 1 C -)-<r - -qn :{r -o rn m a o� r cn THE NUMBER OF FEET OF STEEL EXPANSION JOINT INSTALLED SHALL BE PAID FOR AT THE CONTRACT PRICE PER FOOT BASED ON PLAN QUANTITIES. THE CONTRACT PRICE BID FOR 'STEEL EXTRUSION JOINT W/NEOPRENE' SHALL BE FULL COMPENSAPON FOR FURNISHING AND INSTALUNG STEEL EXTRUSIONS. THIS WORK WALL CONSIST OF FURNISHING ALL REQUIRED MATERIALS, (INCLUDING THE INSTALLATION AND ADJUSTMENT OF THE EXPANSION JOINTS IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. THE FURNISHING AND INSTALLATION OF ALL NECESSARY HARDWARE AND ACCESSORIES AS STIPPLED BY THE EXPANSION JOINT MANUFACTURER ARE TO BE INCLUDED IN THIS WORK, INCLUDING THE ANCHORAGE SYSTEM AND ANY TEMPORARY ERECTION MATERIAL All WORK AND MATERIALS FOR THE INSTALLATION OF THE EXPANSION JOINTS ARE TO COMPLY WITH THE WRITTEN RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER. STP—U-3715(615)--70-52 IDRAVM BY: IIA ShoemakeC �. FNaalaM EXPANSION DEVICES APPROVED BY: AC _,,.,.r.— ..�.,..,, DUBUQUE STREET OVER THE IOWA RIVER 446'-0' x 11'-2' - 5 SPAN, 0' SKEW WL C.I.P. NO: lequwnywe.a PCC SIDEWALK/CM ROLLED STEEL BEAM BRIDGE v22 S&H PROJECT NO: 10111 NO REVISION DESCRIPTION AP OA �' 14�""'�' 52241 75'-9' END SPANS & 96'-6' INTERIOR SPANS DE EXISTING BRIDGE REPAIRS NEOPRENE GLAND NOTES: THE NEOPRENE GLAND IS TO BE PLACED AS ONE CONTINUOUS PIECE FROM END TO END OF THE STEEL EXTRUSION. THE NEOPRENE GLAND SHALL CONFORM TO ASTM -2628 MODIFIED TO EXCLUDE RECOVER TEST AND COMPRESSION SET. THE CONTRACTOR SHALL INSTALL THE GLAND ONLY WHEN THE DECK TEMPERATURE IS BETWEEN 40'F AND MAXIMUM INSTALLATION TEMPERATURE SHOWN IN THESE PLANS INCLUSIVE. THE DECK TEMPERATURE SHALL BE MEASURED BY RECORDING THE SURFACE TEMPERATURES ON THE UNDERSIDE OF THE DECK ADJACENT TO THE JOINTS. IF THE DECK TEMPERATURE DOES NOT FALL WITHIN THE SPECIFIED TEMPERATURE RANGE BEFORE THE CONTRACTOR HAS COMPLETED ALL OTHER REQUIRED WORK, IT WILL BE NECESSARY FOR THE CONTRACTOR TO RETURN TO THE PROJECT SITE TO COMPLETE INSTALLATION AND TESTING OF THE NEOPRENE GLAND. IF THE CONTRACTOR 15 REQUIRED TO RETURN TO THE PROJECT SITE AFffR All OTHER REQUIRED WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL COMPLETE INSTALLATION AND TESTING OF NEOPRENE GLAND AT NO EXTRA CHARGE TO THE OWNER. THE NUMBER OF FEET OF NEOPRENE GLAND INSTALLED SHALL BE PAD FOR AT THE CONTRACT PRICE PER FOOT BASED ON PLAN QUANTITIES. THE PRICE FOR 'NEOPRENE GLAND INSTALLATION AND TESTING" SHALL BE FULL COMPENSATION FOR INSTALLING AND TESTING OF THE NEW NEOPRENE GLAND. THIS WORK WILL CONSIST OF CLEANING THE EXTRUSION, INSTALLATION OF THE NEOPRENE GLAND AND WATER TIGHT TESTING OF THE EXPANSION JOINT SYSTEM. ALL WORK AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE NEOPRENE GLAND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER. THE PRICE BID FOR 'NEOPRENE GLAND INSTALLATION AND TESTING' SHALL INCLUDE ALL WATERTIGHT INTEGRITY TESTING, LEAK REPAIRS AS DIRECTED BY THE ENGINEER, AND SUBSEQUENT WATERTIGHT TESTING UNTIL A LEAK FREE INSTALLATION IS ACHIEVED. WATERTIGHT INTEGRITY TESTING AND REPAIR NOTES: AFTER INSTALLATION OF EACH NEOPRENE GLAND, THE CONTRACTOR SHALL PERFORM WATERTIGHT INTEGRITY TESTS AT THE DECK LEVEL TO DETECT ANY LEAKAGE. THE TESTS ARE TO CHECK FOR LEAKAGE AT THE UPTURNED ENDS OF THE EXPM90N DEVICE AND FOR LEAKAGE ALONG THE EXPANSION DEVICE ACROSS THE DECK AND ANY MOURNS OR SIDEWALKS. THE CONTRACTOR MAY CONDUCT A SINGLE TEST OF THE ENTIRE DEVICE INCLUDING UPTURNED ENDS OR MAY CONDUCT SEPARATE TESTS OF UPTURNED ENDS AND ONE OR MORE TESTS OF OVERLAPPING LENGTHS BETWEEN THE UPTURNED ENDS. AT EACH UPTURNED END OF THE EXPANSION DEVICE, THE CONTRACTOR SHALL BLOCK OUT ON THE DECK AT LEAST 3 FEET OF THE EXPANSION DEVICE LEADING TO THE UPTURNED END AND FLOOD THE AREA. A MINIMUM WATER DEPTH OF 3' SHALL BE MAINTAINED AT THE GUTERUNE FOR AT LEAST 30 MINUTES. WRING THE TEST, THE INSPECTOR SHALL OBSERVE FOR ANY OVERFLOW AT THE UPTURNED END. AT THE CONCLUSION OF THE TEST THE INSPECTOR WILL EXAMINE TLE UNDERSIDE OF THE JOINT FOR LEAKAGE. THE EXPANSION DEVICE 5 CONSIDERED WATERTIGHT IF THE INSPECTOR OBSERVES NO OVERFLOW DURING THE TEST AND IF NO DRIPPING WATER OR WATER DROPLETS ARE VISIBLE IN THE UNDERDECK AREAS NEAR THE UPTURNED END. THE CONTRACTOR SHALL TEST THE EXPANSION DEVICE BETWEEN UPTURNED ENDS BY BLOCKING OUT AND COVERING THE DEVICE WITH PONDER OR FLOWING WATER TO A DEPTH OF AT LEAST 1- AT All POINTS, FOR AT LEAST 30 MINUTES. VERTICAL CURB SURFACES MAY BE TESTED WITH AN UNNOZZLED HOSE DELIVERING APPROXIMATELY ONE GALLON PER MINUTE DIRECTED TO FLOW OVER THE ENTIRE CURB HEIGHT FOR 30 MINUTES. AT THE CONCLUSION OF THE TEST, THE INSPECTOR WILL EXAMINE THE UNDERSIDE OF THE JOINT FOR LEAKAGE. THE EXPANSION DEVICE IS CONSIDERED WATERDGHT IF NO DRIPPING WATER OR WATER DROPLETS ARE VISIBLE IN THE UNDERDECK AREAS ALONG THE FULL LENGTH OFTHE EXPANSION JOINT. DAMP CONCRETE THAT DOES NOT SHOW DRIPPING WATER OR WATER DROPLETS IS NOT CONSIDERED A SIGN OF LEAKAGE. IF THE EXPANSION DEVICE LEAKS AT AN UPTURNED ENO OR ALONG ITS LENGTH, THE CONTRACTOR SHALL LOCATE THE LEAK(S) AND TAKE REPAIR MEASURES TO STOP THE LEAKAGE. THE REPAIR MEASURES SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER PRIOR TO BEGINNING CORRECTIVE WORK. IF MEASURES TO ELIMINATE LEAKAGE ARE TAKEN, THE CONTRACTOR SHALL PERFORM SUBSEQUENT WATERTIGHT INTEGRITY TESTS SUBJECT TO THE SAME CONDITIONS AS THE ORIGINAL TEST. NEOPRENE GLAND ESTIMATED QUANTITIES a LENGTH TYPE SOUTH ABUT. 42' WATSON BOWMAN SE 400, DS. BROWN Al2-400 OR EQUAL PIER 2 42'WATSON BOWMAN SE 400, D.S. BROWN AR2-400 OR EQUAL NORTH ABUT. 4p' WATSON BOWMAR SE 400, .S. BROWN AR2-400 OR EQUAL SEE SHEET CO2 FOR BRIDGE APPROACH TABULATIONS. N 0 Zen a n < In :<m -v rn T7 = O a7 STP -U-3715(615)--70-52 DRAWN BY: DA SFaertNakc �. FlaalaYlO EXISTING BRIDGE REPAIR NOTES APPROVED BY: AC ..... DUBUQUE STREET OVER THE IOWA RIVER 446'-0" z 11'-2' - 5 SPAN, 0' SKEW 1•1s C.I.P. NO: �6plptlyAMW PCC SDEWALX ROLLED STEEL BEAM BRIDGE �. mManra»i 75'-9" END SPANS & 96'-6" INTERIOR SPANS pF Y.22 S&H PROJECT NO: 10111 40. R .VISION OPSCRIPTION APP. GATE ___ _ 32'-3 1/2• PANFI 11 PANEL A4 PANEL 13 64'-3' PANEL 12 PANEL j1 PANEL j2 9-9.6 1/2'1 11 h 1/2" EXTERIOR HANDRAIL PANEL 7 PANEL j6 PANEL j6 PANEL 16 PANEL 16 INTERIOR HANDRAIL HANDRAIL ELEVATION LOOKING EAST n PANEL 41 1 3 1/2- TIP 3 1/2' TYP EXTERIOR HANDRAIL PANEL +6 iBlI13 A. INTERIOR HANDRAIL HANDRAIL ELEVATION LOOKING EAST vv.1w V.20 QUANTITIES ITEMS UNITS AMOUNT EXTERIOR HANDRAIL LF. 492 INTERIOR HANDRAIL LF. 464 HSS 6 x 3 x 1/4' POST PIERPOST Vl.9p PIER POST a BASE, PLATE 6 V.20 EV.20 STP-U-3715(fi15)--70-52 C.I.P. NO: S&H PROJECT NO: 10111 DRAWN BY oA APPROVED BY: AC I--$jpMBNlf rcm �. HwWnA DUBUQUE STREET OVER THE IOWA RIVER PCC SIOEWNR/TRNL HANDRAIL DETAILS 446'-0" . 11'-2" - 5 SPAN, 9 SKEW ROLLED STEEL BEAM BRIDGE 75'-9' END SPANS & 96'-6" INTERIOR SPANS SHT. No. v.x pP V'xx EE d INSTALL 12' LONG SLEEVE EXTERIOR HANDRAIL AT PIER LOCATIONS PANEL 16 PANEL j6 PANEL 16 PANEL /6 PANEL i6 INTERIOR HANDRAIL _o O '- HANDRAIL ELEVATION C-) `za LOOKING EAST z >::;�M.r V.20 (7- =;n J r �M ASS 3 1/2 x 3 1/2 x V-0' NEWELL SLEM TO MATCH HANDRAIL POST --Zo� HANDRAIL CAP r— SERAIL, S' C') 1 3 1/2- TIP 3 1/2' TYP EXTERIOR HANDRAIL PANEL +6 iBlI13 A. INTERIOR HANDRAIL HANDRAIL ELEVATION LOOKING EAST vv.1w V.20 QUANTITIES ITEMS UNITS AMOUNT EXTERIOR HANDRAIL LF. 492 INTERIOR HANDRAIL LF. 464 HSS 6 x 3 x 1/4' POST PIERPOST Vl.9p PIER POST a BASE, PLATE 6 V.20 EV.20 STP-U-3715(fi15)--70-52 C.I.P. NO: S&H PROJECT NO: 10111 DRAWN BY oA APPROVED BY: AC I--$jpMBNlf rcm �. HwWnA DUBUQUE STREET OVER THE IOWA RIVER PCC SIOEWNR/TRNL HANDRAIL DETAILS 446'-0" . 11'-2" - 5 SPAN, 9 SKEW ROLLED STEEL BEAM BRIDGE 75'-9' END SPANS & 96'-6" INTERIOR SPANS SHT. No. v.x pP V'xx EE d ., .H ieacxanxu.a °"�'�� N0. REVISION DESCRIPTION TE W.P. WORK POINT TO WORK POINT 15' -Il' W.P. 7'-6' 6' 7'-6' v 1'-6' 3'-0' 2 1/2' HS X �1 1/2' 2 1/2' HSS 3 1/2 X 3 1/2 X 5/16 X 5' (TYP) NO INSERTS AT PIER \ •i `RAIL SPUCE SEE DETAIL 7/V.21 BASE LATE P/ ABASE PLATE SEE C '� SEE DTL 10 PANELS DTL 91V.21 SEE caL I" SQUARE Bot BN.21 TYPICAL EXTERIOR HANDRAIL PANEL #1 NAIL 6/`-21 LOOKING EAST ATWOWAN8 V.21 SG yP=1'V W.P. 16'-0' WORK POINT TO WORK POINT W.P. 1/2' W-11, i' 1/2- 7'-6• 6' 7'-6' 2 1/2' HS X �1 BASE PLATE SEE DTL IO/V.21 y* PIER HSS 4 x 4 x 3/16 HSS 3 x 3 x 3/16 POSTS HSS 2 . 2 x 3/16 1' SQUARE BAR �I ;0 1' SQUARE BAR •i � � I 1' SQUARE BAR a®II 1' SQUARE BAR 1' SQUARE BAR ASS 3 x 3 x 3/16 POST 28 PANELS J TYPICALINTERIOR HANDRAIL PANEL #6 LOOKING EAST a AT9B W" V.21 scA�:ar-1w TYPICAL EXTERIOR HANDRAIL SECTION 4 SbAEV-Tr V.21 1-3715(615)--70-52 DRAWN BY: DA N0: I APPROVED BY: AC C.t REMOVE AND 44 SALVAGE RAIL TO JOHNSON COUNTY I 1 'HISS 4 x 4 x 3/16 ml:::— ASS 3 x 3 x 3/16 POSTS Z . 2 x 3/16 1/4' CAP EXISTING BARRIER RAIL TYPICAL INTERIOR HANDRAIL SECTION 6 s 'l' -TW Vzt i 3 1/2 X 3 1/2 5/16 X 5' (TYP) -RUL SPLICE BE DETAIL 7N.21 W.P. 16'-0' WORK POINT TO WORK POINT W.P. ATE 1/2' 1/2' `�— V SQUARE 842 n vmt[ �'� / • <' BASEPLATESEE GRILL TYPICAL EXTERIOR HANDRAIL PANEL #2 61V21 DETAIL 6/V.21 LOOKING EAST 2 ATB@a9PN6 v.z1 8G4E:Y<=1'V TYPICAL GRILL DETAIL BGue t>2-ry V.21 $jgemaKQFFI2dW1O ,appuxyxxra cuora2er..fl»2 TYPICAL RAILJOINT 7 BG4E3=1V V.21 6 3/4' 1 I/4' 51/2' J/4' THICK SIDEWALK 4 I SIDE —1 V-31•-3•, 1 1/2'_ I 6' _ I. 1 1/2- s — SIDEWAl1C SIDE 3/4' THICK BASE PLATE DETAIL 9 SCAtE t•=,•o V.21 3 1/2' 1/2' THICK 0 1/2' 1' T BASE PLATE DETAIL 10 saver=ra V.21 DUBUQUE STREET OVER THE IOWA RIVER PCC SIDEWAIK/TRAIL 3 1/2 X 3 1/2 i/16 X 5' (TYP) -RAIL SPLICE EE DETAIL 7/V.21 INSERTS AT PIER NOTES: I. MATERIAL FOR THE TUBE RAILS AND POSTS SHALL MEET ASTM A-500, GRADE B. BASE PLATES, BARS AND CHANNEL SHALL MEET ASTM A-36. 2. ENDS OF RUL SECTIONS ARE TO BE SAWED OR MILLED. ALL CUT ENDS ARE TO BE TRUE, SMOOTH AND FREE OF BURRS OR RAGGED EDGES. 3. All. RAILING SHALL BE HOT DIPPED GALVANIZED PER 4100 AND SHOP PAINTED IN ACCORDANCE WITH SUPPLEMENTAL SPEGRCATION SS -01025. COLOR SUBMITTALS SHALL BE RENEWED BY OWNER FOR FINAL SELECTION. COLOR RANGE ANTICIPATED IS 'BLACK'. 4. THE SND CONCRETE ANCHORS SHALL BE 5/8.0 STAINLESS STEEL A-316 ALL THREAD AND HAVE A MINIMUM PULL OUT STRENGTH OF 2000 POUNDS BASED ON 4000 PSI CONCRETE. 5. HANDLING, STORAGE AND INSTALLATION OF STEEL SIDEWALK HANDRAIL SHALL BE IN ACCORDANCE WITH SECTION 2416.03 OF THE STANDARD SPECIFICATIONS. 6. ALL RAILING POSTS TO BE VERTICAL AND TOP RAIL TO BE PARALLEL TO GRADE. 7. ALL DIMENSIONS ARE HORIZONTAL UNLESS NOTED OTHERWISE. B. GROUT SPACE 8ETWEEN BASE PLATE AND CONCRETE DECK WITH AN APPROVED EPDXY OR LATEX MODIFIED MORTAR AFTER TEMPORARY SHIMMING. 9. NEWELL POST CAP SHALL BE NUMBER 5136 BY WAGNER OR EQUAL 6 X 3 SQUARE POST CAP. HANDRAIL DETAILS 446'-0" x 11'-2" - 5 SPAN, 0' SKEW ROLLED STEEL BEAM BRIDGE 75'-9" END SPANS & 96'-6" INTERIOR SPANS V.21 0/1-22 -22 T -O' 1'-6' 3'-6' z 7'-6' g� D EXTERIOR HANDRAIL PANEL #3 EXTERIOR HANDRAIL PANEL #4 LOOKING EAST LOOKING EAST z iN•-t'o V.22 x LOGn W4'-Vm .22 2LOG1pN5 NMTAas n TENT NONrNasoumaamneNr $ $ 61/2' $ $ W-8 1/2' 21/2' N 5'-515/16- S• 5'-8 9/16' _ Q o Eu �m o� z T* INTERIOR HANDRAIL #7 NTERIOR HANDRAIL #8 4 o v�•- ra V.22 aa• - ro V. rn z LauTiau x LOG1gN3 Natmasoumaamxort NomNaswmesun�wr STP-U-3715(615)--70-52]APPROVED C.I.P. NO: RAWN BY: BY: oA u yqg Q y, b DUBUQUE STREET OVER THE IOWA RIVER PCC SIDDWALK/IIWL HANDRAIL DETAILS 446'-0` . 11'-2' - 5 SPAN. 0' SKEW ROLLED STEEL BEAM BRIDGE WT. NO. V.n „_,, ..,.. t�pt,.ey�.0 Vu S&H PROJECT N0: 10111 rpp�y �r•�.. w+'m�t 75'-9• END SPANS & 96'-6' INTERIOR SPANS OF N0. REVISION DESCRIPTION APP. DATE T -O' 1'-6' 3'-6' 6+25 674 - 674 672 %g ZA 672 1 $ 670 1� I 45 1I 670 668 - - - - 668 666 - 666 664 - - 664 662 _----- 662 50 40 30 20 10 0 _ 10 20 30 40 50 6+00 6)4 -- 674 672 - 672 670 ' � Aja -__ 670 668 -. : r / 668 666 666 664 _ - - 664 662 _ -. 662 660- - - 660 In In In "I 5+75 fill -. 674 672 - - : °nF, : 672 670 --. j p"1 --alk 16 1 670 668 - - _ - - 668 666 - ��-_ '� - 666 664 - - - - 664 662 - 662 5+50 N o 674 : 6)4 672 672 670 670 668 �_r_v��.�` 666 66fi.-_�� : : : 666 664 664 I 662 --4 : : �. 662 660. : : In 660 6+67.66 676 .... ..... .. ..._ ...___.. 676 674 674 672 -._. ::, .'i 1112 670 666 666 .670 668 666 666 --. _ i -.--_.fifi4 662 - 662 660 I - 660 658 - : 656 656 '666 40 30 20 10 0 10 2F 30 40 50 5+36.60 N o 6+50 674 : 674 674 674 u 672 '-' � o �¢. 672 n� na 672 - -'6]2 670. • 1- --_--_ ---___._____ - 670 s - 670 _-. __- _ _-_ 670 666- - 668 666I 668 666 656 0 666 i -- 666 664 664 m I 664 J Y ' �r 664 662-. 662 aan � ccn 662.. ���� 3 : :. : : : : .662 ccn °\ uan (STP—U-3715(615)--70-52 (DRAWN BY: MBS �\ r �. HaalFanO TRAIL �T' APPROVED BY: RNT J��1045.n'.cDUBUQUE STREET OVER THE IOWA RIVER CROSS SECTIONS Wp1 C.I.P. NO: �n�y xaa PCC SIDEWALK/TRAIL was S&H PROJECT NO: 10111 REVISION DESCRIPTION A P A N o _ C� g: C-) ;tm s 0 m (STP—U-3715(615)--70-52 (DRAWN BY: MBS �\ r �. HaalFanO TRAIL �T' APPROVED BY: RNT J��1045.n'.cDUBUQUE STREET OVER THE IOWA RIVER CROSS SECTIONS Wp1 C.I.P. NO: �n�y xaa PCC SIDEWALK/TRAIL was S&H PROJECT NO: 10111 REVISION DESCRIPTION A P A 676 6)4 1 672 6]01 6681. 684 b :. r 662: 660 11+75 ..... 576 J. 674 ._... 672 670 658:. _ 858:. 6541 I 652 3 830 - rc �� co sn an In >n In n in 576 674 5721 570: 668 665 _ 664 8621 660' 858 636 654 - 11+50 852' 650 tt 70 60 40 668 664 652 660 656 fi58 654 652 676 6]4 672 11+25 575 _. 6M 574 674 6]2 6]2 570 '. - -I -570 866 ` / i 668 666'. 686 864' - 664 662. : 662 680:. 660 858. .656 658: 656 6541 — / yr -r '.654 r 8521 1652 12+50 676 676 676 674 672 $72 670 °'" 570 66a 668 1 rr 666 666 664.. - 654 562 r r r r r ........ 662 660 - -rr- 650 - r 6m.. i r<.. ' 656 < r 656 k rr: .656 654;__ rr i 654 652 .652 650 ` __ a _. 650 so ao 30 >n is n In 20 30 40 so 12+25 670 r"i 1 i 668 868 666 674 '. 664 662 672 660 656 670 656 c: � I 654 652 85n 11+25 575 _. 6M 574 674 6]2 6]2 570 '. - -I -570 866 ` / i 668 666'. 686 864' - 664 662. : 662 680:. 660 858. .656 658: 656 6541 — / yr -r '.654 r 8521 1652 12+50 676 676 676 674 672 $72 670 °'" 570 66a 668 1 rr 666 666 664.. - 654 562 r r r r r ........ 662 660 - -rr- 650 - r 6m.. i r<.. ' 656 < r 656 k rr: .656 654;__ rr i 654 652 .652 650 ` __ a _. 650 so ao 30 >n is n In 20 30 40 so 12+00 676 676 674 1 : : 1 574 672 572 m 670 570 668: o - - 66B 666 : 665 664 I. 564 662 662 660 r r . 560 656. 658 6561 tet+ / 656 654 654 652'. 652 650:. a 650 50 40 30 20 10 0 10 20 30 40 50 r 0 STP—U-3715(615)--70-52 JORAWN BY: MBS I Sh0e01dker*Haaland TRAIL91T. N0. APPROVED BY: RAT \ - DUBUQUE STREET OVER THE IOWA RIVER CROSS SECTIONS .T0 C.I.P. NO: i�� I PCC SIDEWALK/TRAILa7/lerrn,••. ,•,•• ,,, of w.o5 S88 PROJECT 40: 10111 _ NU.1 RE SIGN DESCRIPTION 12+25 676 576 674 '. 574 672 572 670 c: � I 670 666. r r_ i r : 656 664 1. r -Y_. ' '. 664 662. I. r r 662 660 660 656. _ -ra.. : 658 656 rl_' 6% �r 654 __ — : .654 652'_ 1 : 3r ¢ : ...652 ':. _. 650 50 40 30 20 :. 10 0 10 20 6501 30 40 50 12+00 676 676 674 1 : : 1 574 672 572 m 670 570 668: o - - 66B 666 : 665 664 I. 564 662 662 660 r r . 560 656. 658 6561 tet+ / 656 654 654 652'. 652 650:. a 650 50 40 30 20 10 0 10 20 30 40 50 r 0 STP—U-3715(615)--70-52 JORAWN BY: MBS I Sh0e01dker*Haaland TRAIL91T. N0. APPROVED BY: RAT \ - DUBUQUE STREET OVER THE IOWA RIVER CROSS SECTIONS .T0 C.I.P. NO: i�� I PCC SIDEWALK/TRAILa7/lerrn,••. ,•,•• ,,, of w.o5 S88 PROJECT 40: 10111 _ NU.1 RE SIGN DESCRIPTION 674 672 570 668 666 fifi4 662 660 658 656____--__.-_��f/ 654 1 652 sn 4n m on 13+25 674 672 670 ---- 668 666 664 662 660 658 656 654 13+00 674 674 672 : -`.672 670 °. 570 568 ,.����._ _-' 668 666 ` 656 664 664 662 �i.� 662 660 : 560 656 : i 658 656 sir _-.656 654 J 1654 652 652 50 M 30 20 10 0 10 20 30 40 50 12+75 672 : 672 670 _.m ...670 666 w _ -_..668 666 : �v'ww 666 664 664 662 - .662 660 wwi 660 658. : 658 656 656 654 -- Ywwl 654 552. : : 652 650. : ¢ - 650 50 40 30 20 10 0 _ 10 20 30 40 50 676 674'.'.. L..... 672 670' 668':__.__:...... 666 :- 664 662 - 660 _ 658 656 654 sn 14+00 ....__., 676 ..'.. -674 672 1 670 pep 13+75 676.. _..676 674 I- ._.'. 674 672:. : 672 670: 5. 1 670 668 :?! _ m `� .... 1 __- -. 686 6661. 666 w 664:. _.. �.� ...664 662. 662 660 : ww 660 658 --- '. / : : 658 6%: _ 1656 654'. rc :.... ._ 1 654 50 40 b 20 10 0 10 20 30 M 50 676 674 672' 670 668 666 664 662 660 658 - 656' - 654:.. 50 M 13+50 675 674 672 :$. 670 668 666 664 662 wy 660 ww ..658 3 656 654 20 10 0 10 JO b 40 50 EH P-U-3715(615)--70-52 DRAWN BY: MBS Sho makei,AHaaland TRAIL SxY. No. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER CROSS SECTIONS MA3 P. N0:A PROJECT Nb. 10111 N RE SIGN DESCRIPTION APP DATE rlfi7 A//o71' .a.�ii��ow�z PCC SIOEWALK/TRAIL . wo5 Y 14+75 676 .676 674 ...1674 672 - 672 670 _ .:670 668 668 666 666 664 - i/ - - -664 662 �/ __ 662 660 660 6% -- -- -1 --i ..658 656 _. 3.. _.. __ .._656 654 K_'_. _'.654 50 40 30 20 10 0 10 20 30 40 50 676. 674..... 672 670 668' 666 - 664 662 660 - 658 -_--_-. 6% - 654 50 40 30 20 1 14+50 0 0 10 ...076 1, 674 672 670 ..658'. 666 664 662 650 658 8% 654 20 30 40 50 15+50 672 672 670 670 658 u 668 0 1A 666 - 666 664 - 664 662 '.. 662 660 --. / 3 660 658. _ a. 658 50 40 30 20 10 0 10 20 30 40 50 15+25 678 678 676 _ 676 674 674 672 -fi72 670 - 670 668 _ _ n _'. 666 66b - 664 664 662 -'. 662 660 r- 660 659. _--- � 6% 656 - 656 50 40 30 20 10 0 10 20 30 40 50 15+00 675 - 676 674 674 672. 572 670 670 668 666 666 666 664. 664 662 - 662 660 - 660 656 _- 6% 556 1 656 554 - -' 654 50 40 30 20 10 0 10 20 30 40 50 O *n a 14+25 676 C-) 576 674. -. 674 672 _ P ..672 670 -j 670 668.668 n 666 _ j °. 666 664. 1664 662 _ 662 660 /// .660 6% ------ -T___i/ '. 658 656 �I 656 654654 50 40 30 20 2 10 0 10 ZO 30 40 50 15+50 672 672 670 670 658 u 668 0 1A 666 - 666 664 - 664 662 '.. 662 660 --. / 3 660 658. _ a. 658 50 40 30 20 10 0 10 20 30 40 50 15+25 678 678 676 _ 676 674 674 672 -fi72 670 - 670 668 _ _ n _'. 666 66b - 664 664 662 -'. 662 660 r- 660 659. _--- � 6% 656 - 656 50 40 30 20 10 0 10 20 30 40 50 15+00 675 - 676 674 674 672. 572 670 670 668 666 666 666 664. 664 662 - 662 660 - 660 656 _- 6% 556 1 656 554 - -' 654 50 40 30 20 10 0 10 20 30 40 50 O *n a n� C-) J .<r - Ma �� r P O -j r rn 0 STP—U-3715(615)--70-52 DRAWN BY: MBS Shoemaker �, Haalarq TRAIL VOF. APPROVED BY: RWT DUBUQUE STREET OVER THE IOWA RIVER CROSS SECTIONSC.I.P. NO. ao wlw PCC SIDEWALK/TRAIL H PROJECT NO 10111 un pr"a m nccraionnu e o e a—#* IY °JjOj A � S g;16+75 672 rc\ __ ....... 672 570 __.. ..._. _. 670 666 o :....._. :....._ 668 -_-- __-_ w vi 666 L....... 66/ : I. L....... .664 662 662 w 660 : .__.. '.660 656 : rc. _... 656 50 40 30 20 10 0 10 20 30 40 50 16+50 672 g 3 ...672 an 670 _.. - 870 866 ^d ^- 668 666 L - _ - - 666 664 I J. 664 662 1 :. 662 I 660 660 m .n in nn in n In on tin an s1 16+25 672 - - --:572 670 ¢ 3 -i 670 ar 668 668 666._ L __-_-_�.. 666 664 _____- 664 662 : _._ . 652 660 1_ 660 656 658 m 40 30 20 10 0.. 10 20 30.. 40._._. -w 16+00 672 - : 672 670 668. 668 666. a'81^ �( '.666 664 664 662 _-- _ 662 660 650 50 40 30 20 0 10 20 30 40 50 15+75 672 : : 672 670 670 668 - 668 an 665 66fi 664 664 662 _ - 662 650 _ _ _ : \ 660 656 658 M 5(615-70-52 DRANK BY: MBS APPROVED BY. RWT 572 $n17+25 7i _... , 572 570 j e]0 886 {7jt :688 868 � ---_� 866 664 �. 3.. 1664 862 No u a. 660 In n b.-,17+00 572 .-. u �.. _... _ . . 672 670 670 666 666 666 T_ -- __- 666 664 : : 664 862 662 : : I Tu I 680 rc 658 : '. !. : 656 50 40 30 20 Ip 0 t0 20 30 40 5p � �I 7�ii �I $h06111811MAiidi laJ---4^— lid � �I'^— �i eoeuar voae DUBUQUE STREET OVER THE IOWA RIVER PCC SIDEWALX/TRAIL TRAIL CROSS SECTIONS W.0 Kim Prepared by: Brian Boelk, Sr. Civil Engineer, 410 E. Washington St., lova City, IA 52240,(319)356-5437 RESOLUTION NO. 11-16 RESOLUTION SETTING A PUBLIC HEARING ON JUNE 7, 2011 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE BUTLER BRIDGE PEDESTRIAN TRAIL PROJECT STP -U-3715(651)--70--52, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Butler Bridge Pedestrian Trail account # 4217. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 7'" day of June, 2011, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 17th day of May 20 11 MAYOR nApp-proved by/ ATTEST:��� .i ✓cClWiN.uV7 IT CLERK City Attorney's Office -511111( Pweng/res/bderbrdgAsetph.doc 5/11 Resolution No. 11-169 Page 2 It was moved by Chamuion and seconded by Wright the Resolution be adopted, and upon roll call there were: AYES: wpdata/glossary/resolution-ic.doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE BUTLER BRIDGE PEDESTRIAN TRAIL [STP -U-3715(651)-70-52] PROJECT, IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract, special provisions and estimate of cost for the construction of the Butler Bridge Pedestrian Trail [STP -U-3715(651)-70-52] Project in said city at 7:00 p.m. on the 7"' day of June, 2011, said meeting to be held in the Emma J. Harvat Hall in City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract, special provisions and estimate of cost are now on file in the office of the City Engineer in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK Printer's Fee $ 1&0 9 CERTIFICATE OF PUBLICATIONSTATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 I, �6 C_ 5 being duly sworn, say that I ant the legal cleric of the IOWA CITY PRESS -CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper / timc(s), on the following date(s): _&Ad_�2_�-L � Leglac Subscribed and sworn to before me this day of A.D. 20 1/ - LI AK4t0 4` CWpSSaRNlxflbBr73267 fxP 207 OFFICIAIPIPUBLICATION NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE BUTLER BRIDGE PEDESTRIAN TRAIL [STP -U- 3715(651)-70-52] PROJECT, IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice Is hereby given that the City Council of the City of Iowa City, Iowa, will con -duct a public hearing on plans, specifications, form of contract, special provi- sions and estimate of cost for the con-struction of the Butler Bridge Pedestrian Trail [STP -U- 3715(651)-70-52] Project in said city at 7:00 p.m..on the 7th day of June, 2011, said meeting to be held in the Emma J. Harvat Hall In City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, al'the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form Of contract, special provisions and estimate of cost are now on file in the office of the City Engineer in City Hall in Iowa City, Iowa, and may be inspected by any interest- ed persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments con- cerning said plans, specifica- tions, contract or the cost of mak- ing said Improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK 63202 May 24, 2011 .-J>ry Prepared by: Brian Boelk, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5437 RESOLUTION NO. ii -gni RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE BUTLER BRIDGE PEDESTRIAN TRAIL STP -U3715(651)-7052, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, AND DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, this project will be bid by the Iowa Department of Transportation (laDOT); and WHEREAS, bids will be accepted on August 16, 2011, at 10:00 a.m. by the IaDOT in Ames, IA; and WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and WHEREAS, funds for this project are available in the Butler Bridge Pedestrian Trail account # 4217-441880. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above-named project shall be in the amount between 5% (five percent) and 10% (ten percent) of bid. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids by the IaDOT for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the IaDOT in Ames, Iowa, (800 Lincoln Way, Ames, IA 50010) before 10:00 a.m. on the 16"' day of August, 2011. Thereafter the bids will be opened and announced by the IaDOT, and thereupon referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its regular meeting, to be held at Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 6"' day of September, 2011, or at the first meeting held thereafter. Passed and approved this 7th day of P2 i� P"ng/reNbWeibrdgpo,*ailapprove p&S d 20 11 MAYOR Approved by A.,,( h City Attorney's Office SrI31111 Resolution No. 11-201 Page 2 It was moved by Mims and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: wpdata/glossary/resolution-ic.doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received on August 16, 2011 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express website (www.bidx.com) as an official depository for electronic bid submittal. The Iowa DOT will ensure that this electronic bid depository is available for a two-hour period prior to the deadline for submission of bids. In the case of disruption of national communications or loss of services by www.bidx.com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, Iowa after 10:30 A.M. on the same date such bids are scheduled to be received, unless otherwise specified by the Iowa Department of Transportation. All proposals must be filed on the forms furnished by the Iowa Department of Transportation, Contracts Office, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids. A Proposal Guarantee not less than the amount as set forth in the proposal form shall be filed with each proposal. The Proposal Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Bid Bond (Form No. 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used in lieu of that specified above. The contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies, and equipment that will be used in the performance of the construction contract, as provided by Iowa Code Sections 423.3 (80). Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, as herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department of Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without goals, the contractor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potential sub -contractors. Some of the projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects. The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: • Posted on the Internet at www.ia.bidx.com • Available by calling the Office of Contracts of the Iowa Department of Transportation at 515- 239-1414. Minimum wage rates for all Federal Aid projects have been predetermined by the Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the Federal -Aid System. All Federal Aid projects are subject to the Work Hours Act of 1962, P. L. 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, a resident bidder shall be allowed a preference as against a non-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no Federal Funds involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 Bid Order: 003 DBE Goal: NONE Work Type: RECONSTR – BRIDGE WIDENING Guarantee: $62,500.00 Project: JOHNSON – STP -U-3715(651)-70-52 Route: DUBUQUE STREET IN THE CITY OF IOWA CITY, OVER THE IOWA RIVER Printer's Fee $ .80 CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 I, 90615wA!1^L being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS -CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(s), on the following date(s): -rm V Z�a0li Legal C c Subscribed and sworn to befor me this_C day of A.D. 20_]-L---. �T Notar Public LINDA!( on g`s�` Cflmmisslint�umber73261 • my Cavin ss1Dn EK s a Ja9t �.2Di{ OFFICIAL PUBLICATION NOTICE TO BIDDERS STATE OF IOWA- Sealed bids will be received on August 16, 2011 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa far various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation. Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be avail- able at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express web- site (www.bidx.com) as an official depository for electronic bid submittal. The Iowa DOT will ensure that this electronic bid depository is available for a two-hour period prior to the deadline for submission of bids. In the case of disruption of national communications or loss of services by www.bidx. com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, Iowa after 10:30 A. M. on the same date such bids are scheduled to be received, unless otherwise specified by the Iowa Department of Transportation. All proposals must be filed on the forms furnished by the Iowa Department of Transportation, Contracts Office, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids. A Proposal Guarantee not less than the amount as set forth in the pro- posal form shall be filed with each proposal. The Proposal Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Bid Bond (Form No. 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used in lieu of that specified above. The contracting authority will issue an exemption certificate for the pur- chase or use of building materials, supplies, and equipment that will be used in the performance of the construction contract, as provided by Iowa Code Sections 423.3 (80). Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, as herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department of Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids In response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without goals, the contrac- tor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potential subcontrac- tors. Some of the projects may be listed In multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the low- est bid for these projects. The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: • Posted on the Internet at www.ia.bidx.com • Available by calling the Office of Contracts of the Iowa Department of Transportation at 515-239-1414. Minimum wage rates for all Federal Aid projects have been predetermined by the Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the Federal -Aid System. All Federal Aid projects are subject to the Work Hours Act of 1962, P. L. 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, a resident bidder shall be allowed a preference as against a non-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no Federal Funds involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 Bid Order: 003 DBE Goal: NONE Work Type: RECONSTR- BRIDGE WIDENING Guarantee: $62,500.00 Project: JOHNSON -STP -U-3715(651)-70-52 Route: DUBUQUE STREET IN THE CITY OF IOWA CITY, OVER THE IOWA RIVER Pc 03716 July 29, 2011 0 9.06-11 12 Prepared by: Brian Boelk, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319)356-5437 RESOLUTION NO. 11-296 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE BUTLER BRIDGE PEDESTRIAN TRAIL [STP -U-3715-(651)--70-52] PROJECT. WHEREAS, Peterson Contractors, Inc. of Reinbeck, Iowa has submitted the lowest responsible bid of $896,589.55 for construction of the above-named project; and WHEREAS, funds for this project are available in the Butler Bridge Pedestrian Trail account #4217. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The contract for the construction of the above-named project is hereby awarded to Peterson Contractors, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The City Engineer is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this 6:th day of September 20 11 lvdq�A'XI MAYOR Approved by Ie n ✓d2lA�t.W� U46,-) �City Attorneys Office ff/act(11 It was moved by Wright and seconded by nirkPna the Resolution be adopted, and upon roll call there were: AYES: X X X R Y pw ng\res/butlerbrdgtmilaw dcon.doc 8111 NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright A.m OM AECOM 319-232-1 fel 501 Sycamore Street 319-232-0270271 fax Suite 222 Waterloo, Iowa 50703 k w .aecom.cam CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this 21si day of Au4us'r- 2012 by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City, and AECOM Technical Services, Inc., 501 Sycamore Street, Suite 222, of Waterloo, Iowa, hereinafter referred to as the Consultant. WHEREAS, the City desires to construct a new recreational trail along pybuqu from Foster Road to utler-� over the Iowa River to include a 270 -foot long PPCB pedestrian bridge o er 1-80, modifications to the planned signals of the Dubuque StreeU1-80 interchange to accommodate pedestrian crossings and associated grading, slope stabilization and drainage coordination as needed within the project limits; and WHEREAS, the City desires the services of a consulting firm to prepare preliminary and final design documents for the construction of the Dubuque Street/1-80 Pedestrian Bridge and Trail Extension project; and WHEREAS, preliminary design documents are necessary by October 2012 to enable earthwork to be done in conjunction with the Iowa DOTS Dubuque Street/1-80 Interchange Improvements project. NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. SCOPE OF SERVICES Consultant agrees to perform the following services for the City, and to do so in a timely and satisfactory manner. A detailed Scope of Services is provided as Exhibit A, incorporated herein by this reference. TIME OF COMPLETION The Consultant shall complete the following phases of the Project in accordance with the schedule shown below: Trail Alignment Alternatives Analysis and Decision .............................. October 12, 2012 PreliminaryTSBL and Earthwork Estimate ........................................... November 9, 2012 Design Survey and Base Mapping........................................................ April 2013 Preliminary Plans and Cost Estimate .................................................... April 2013 Right -of -Way Plats and Descriptions.................................................... August 2013 Final Design Plans................................................................................. October2014 Project Administration and Coordination ............................................... Ongoing Throughout GENERALTERMS A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. Page 2 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. B. Should the City terminate this Agreement, the Consultant shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "lump sum" amount listed in Section IV. The City may terminate this Agreement upon seven (7) calendar days' written notice to the Consultant. C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be without the written consent of all Parties to said Agreement. D. It is understood and agreed that the retention of the Consultant by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but the Consultant shall have the right to employ such assistance as may be required for the performance of the Project. E. It is agreed by the City that all records and files pertaining to information needed by the Consultant for the project shall be available by said City upon reasonable request to the Consultant. The City agrees to furnish all reasonable assistance in the use of these records and files. It is further agreed that no Party to this Agreement shall perform contrary to any state, federal, or local law or any of the ordinances of the City of Iowa City, Iowa. G. At the request of the City, the Consultant shall attend meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the City shall be given with reasonable notice to the Consultant to assure attendance. H. The Consultant agrees to furnish, upon termination of this Agreement and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Consultant pursuant to this Agreement without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the Consultant shall not be liable for the City s use of such documents on other projects. I. The Consultant agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The City agrees to tender the Consultant all fees in a timely manner, excepting, however, that failure of the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the City. The Consultant shall be allowed to keep mylar reproducible copies for the Consultant's own filing use. A_COM Page 3 M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the City. N. Upon signing this agreement, Consultant acknowledged that Section 362.5 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. O. The Consultant agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for the Consultant's negligent acts, errors and omissions to the City in the sum of $1,000,000, IV. COMPENSATION FOR SERVICES Compensation for the services shall be on an hourly basis in accordance with the hourly fees and other direct expenses in effect at the time the services are performed. Total compensation is an estimated fee not to exceed Two Hundred Thirty -Five Thousand Dollars ($235,000.00). Consultant may bill the City monthly for services completed at the time of billing. City agrees to pay Consultant the full amount of such Invoice within thirty (30) days after receipt thereof. In the event City disputes any invoice item, City shall give Consultant written notice of such disputed item within ten (10) days after receipt of invoice and shall pay to Consultant the undisputed portion of the invoice according to the provisions hereof. City agrees to abide by any applicable statutory prompt pay provisions currently in effect. V. MISCELLANEOUS A. All provisions of the Agreement shall be reconciled in accordance with the generally accepted standards of the Engineering Profession. B. It is further agreed that there are no other considerations or monies contingent upon or resulting from the execution of this Agreement, that it is the entire Agreement, and that no other monies or considerations have been solicited. A=COM FOR THE CITY OF IOWA CITY, IOWA Title: r Date: //ice-.� 1AnJ Page 4 FOR THE CONSULTANT, AECOM TECHNICAL SERS, INC. OM By: "l/dt �t� Title: Sub -District Manager Date: August 21, 2012 Approved by: .�-7fAn,Gt. /�iLt2nn..u�rilttR ge,6 82+.-. —City Attorney's Office Date DUBUQUE STREET RECREATIONAL TRAIL AND PEDESTRIAN BRIDGE CITY OF IOWA CITY EXHIBIT A A. Project Description This project includes the construction of a recreational trail and pedestrian bridge along Dubuque Street from Foster Road to the Butler Bridge over the Iowa River. The project includes the construction of 5,800 feet of recreational trail and the construction of an approximately 270 -foot long PPCB bridge. It is anticipated that the project will include modifications to the future signals of the Dubuque Street/1-80 interchange. The City will need to have preliminary plans this fall to coordinate earthwork with the Iowa DOT's Dubuque Street/1-80 Interchange Improvements project. B. Scope of Services The design services to be provided for the project under this agreement will include the preliminary and final design of the elements as noted in the project description above. The services also include survey, wetland delineation, concept statement, right-of-way documents, geotechnical engineering, bridge design, special provisions, meetings and project coordination. The project includes federal -aid so the Iowa DOT project development process will be followed. The design will be completed in the fall of 2014 with construction in 2015. The scope of services is described in more detail as follows: Data Gathering, Design Survey and Base Mapping The tasks included under this category include data gathering, design surveys and existing right - of way research. Task 1 — Data Gathering. This task includes the gathering of project data to be utilized during design. The data will be input into CADD and used as the framework of the existing feature file. The data that will be gathered includes, but is not limited to: • Utility Information • NRCS Wetland Maps • Existing Aerial Mapping • Existing Right -of -Way Shape Files • Electronic files from previous projects, such as the Iowa DOT 1-80/Dubuque Street Interchange project and the Iowa City Gateway project. Task 2 — Design Survey. This task consists of surveying the west or east side of Dubuque Street from the north side of Foster Road to Linder Road and along the west side of Dubuque Street from Linder Road to the south end of the Iowa River Bridge. Survey will not be completed until the final decision on what side the trail will be on is made. It is understood that coordination is needed with the Iowa City Gateway project and that the southern tie-in will be based on the final cross section of this project. The survey will be limited to the existing right-of-way except north of the interchange area where the trail may be located along the backslope of the existing ditch. Additional survey of approximately 25 feet will be gathered in this area. The west right-of-way corners of Dubuque Street and the appropriate corner of 1-80 will be located in the field. Included In this task is the location of the soil borings after they have been completed. Task 3 — Base Mapping. This task includes the reducing of survey notes, creating the electronic file structure and inputting utility information. Other electronic information will be merged with the existing feature file and the design file. Task 4 — Existing Right -of -Way. A starting point for the right-of-way will be referencing the shape files that can be obtained from Johnson County. The right-of-way lines will be adjusted to match the located right-of-way corners obtained during survey. Preliminary Design The tasks included under this category include the preparation of the preliminary plans, right-of- way documents and the environmental coordination for the project. The following tasks are included. Task 5 - Trail Alignment Alternatives Analysis. This task includes the comparison of two alternatives on each side of Dubuque Street from Foster Road to Linder Road. Plan and profiles will be developed based on the 3D data provided by the City. A report that describes the advantages and disadvantages of each alternative will be developed. A meeting will be scheduled to present the alternatives to the City and possibly the Iowa DOT. Task 6 — Wetland Delineation and Threatened and Endangered Species Habitat Survey. This task includes the delineation of any wetlands that may be�identified in the corridor. Also included in this task is an evaluation of the threatened and endangered species habitat along the right-of-way and proposed project disturbance limits. This task will be completed by Stantec Consulting Services, Inc. Task 7 — Cultural Resources Clearance. For the purposes of this scope, we have included the review of archaeology along the west side of Dubuque Street from north of the interchange approximately 1,900 feet. The proposed trail may be located along the top of the back slope with the additional right-of-way needed to construct trail. The cultural resources survey will be completed by Tallgrass Historians. Task 8 — Concept Statement. This task includes the preparation of an Iowa DOT Concept Statement including a map of the project limits. Task 9 — Preliminary Plans. This task includes preparation of the preliminary construction plans to a level of detail generally meeting the Iowa DOT requirements for preliminary plans. The plans will include the following sheets: • Title and Legend Sheets (A -Series Sheets) • Typical Sections and Details (B -Series Sheets) • Plan and Profile Sheets (D -Series Sheets) • Geometric Layout Sheets (G -Series Sheets) • Type, Size and Location Drawings for Bridge (V -series Sheets). The bridge over 1-80 is anticipated to be a two -span PPCB bridge, 275 feet west of Dubuque Street and perpendicular to 1-80. • Cross Sections (W -Series Sheets) Task 10 — Soil Borings and Geotechnical Recommendations. The geotechnical engineering will include the necessary soil borings, laboratory testing, classifications and geotechnical engineering analysis required to develop the geotechnical engineering recommendations for the trail and structures. The soil borings and geotechnical engineering report will be prepared by Terracon Consultants. AECOM will be responsible for exchange of information and preparation of the final plan sheets. Task 11 — Preliminary Construction Cost. This task includes the development of a preliminary cost estimate based on the TS&L, soils report and preliminary plans. It is acknowledged and understood that any estimates, projections or opinions of probable project costs prepared by Consultant are estimates only, made on the basis of Consultant's experience as a qualified professional. Consultant does not guaranty that proposals, bids or actual project costs will not vary from the opinions of probable costs prepared by Consultant, and the City waives any and all claims that it may have against Consultant as a result of any such variance. Task 12 — Right -of -Way Plats and Descriptions. This task includes preparation of the final right-of-way acquisition plats and descriptions, including temporary easement exhibits for the project. It is anticipated that up to two parcels may be affected by this project. It is estimated that plats and descriptions will be completed by the end of August 2013. Final Design The tasks included under this category include preparation of the final construction plans, project manual and construction permit applications for the project. Task 13 — Final Construction Plans. This task includes preparation of the final construction plans for a single construction contract to include the trail and bridge. The plans will be prepared in a format suitable for an Iowa DOT letting. The following sheets are included: • Title and Legend Sheets (A -Series Sheets) • Typical Sections and Details (B -Series Sheets) • Estimated Quantities, General Notes and Tabulations (C -Series Sheet) • Plan and Profile Sheets (D -Series Sheets) • Geometric Layout Sheets (G-Serles Sheets) • Construction Staging and Traffic Control Sheets (J -Series Sheets). This task includes the traffic control of 1-80 during the construction of the median pier and barrier. Also included in this task is the traffic control needed for trail construction along Dubuque Street. The staging will be developed to keep traffic open to traffic along Dubuque Street during construction. • Storm Sewer and Drainage Design (M -Series Sheets). This task includes the design of the storm sewer details needed to fill in the existing ditch along the west side of Dubuque Street from the end of the curb and gutter section west approximately 500 feet. The details will include design of the storm sewer system, plan and profile of the proposed storm sewer, and tabulations of the storm sewer and intakes. • Traffic Signal Modifications (N -Series Sheets). This task includes adding pedestrian signals to the improvements project. Traffic signal modifications will include pedestrian signal heads, push button activators and other details necessary for pedestrian signalization at both interchange intersections. • Pavement Markings and Signing (N -Series Sheets). This task includes moving any roadway signs which may be in conflict with the new construction and providing painted crosswalks at the interchange intersections. • Pedestrian Curb Ramp Details (S -Series Sheets). This task includes the preparation of the S -Series sheets as required by the Iowa DOT. This includes the preparation of the plan view and Tabulation 113-10. • Earthwork Estimates and Tabulations (T -Series Sheets) • Cross Section Sheets (W -Series Sheets). Cross sections are anticipated to be produced at 25 -foot intervals. Task 14 - Final Bridge Plans. This task includes the final design of a two -span, pretensioned, prestressed concrete beam bridge over 1-80. The structural plans will include architectural details, such as column and railing design similar to the Dodge Street Pedestrian Bridge over 1-80. • Quantities, General Notes, Specifications • Situation Plan • Sol] Profile & Borings (Terracon) • Subdrain Details • Slope Protection Details • Substructure Layout • Abutment (Piling, Design, Details) • Wing Wall Plan • Segmental Wall Details (Two Sheets) • Pier Details (Plan, Elevation, Sections) • Pier Details (Notes/Barlist/Quantities) • Deck Cross Section • Longitudinal Section & Plan • Top of Slab Elevations • Haunch Elevations • Beam Camber & Deck Thickness • Deck Rebar Layout • Superstructure Barlist/Quantities/Notes • P.S. Beam Details (Two Sheets) • Pier Bearing Details • Intermediate Diaphragm Details • Steel Railing Details • Lighting/Conduit Details • Water Main Hanger and Abutment Details Task 15 — Construction Cost Estimate. This task includes preparation of the final construction cost estimate based on the final bid quantities and approximate average unit cost for Iowa construction projects. It is acknowledged and understood that any estimates, projections or opinions of probable project costs prepared by Consultant are estimates only, made on the basis of Consultant's experience as a qualified professional. Consultant does not guaranty that proposals, bids or actual project costs will not vary from the opinions of probable costs prepared by Consultant, and the City waives any and all claims that it may have against Consultant as a result of any such variance. Task 16 — Iowa DOT Permit Application and Coordination. This task includes coordination with Iowa DOT to obtain the Iowa DOT permit for construction on state property and the Iowa DOT permit for modification of traffic control devices. Task 17 — NPDES Permit Application. This task includes coordinating with the City to complete the NPDES permit application and public notice. Project Administration and Coordination Task 18 — Proiect Meetings. This task includes preparation for and attendance at project -related meetings to be held at Iowa City city offices or at the project site. The Consultant will prepare a memo of each meeting. A total of four (4) meetings are included in this task. Task 19 — Monthly Progress Reports. Written monthly progress reports will be submitted to the City throughout the preliminary and final design stage. The progress reports will include a summary of work completed during the month, a projection of work activities for the following month, and an update on the project budget and schedule status. Task 20 — Proiect Administration. This task includes in-house, project -related administrative activities throughout the duration of this project. L,.\work\ADMIMAGREE\PROF\IC-Dubuque St Rec Trall-Ped Bridge Agrmnt.doc 4d(l) mommomm Prepared by: Ron Knoche, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5138 RESOLUTION NO. 14-44 RESOLUTION ACCEPTING THE WORK FOR THE BUTLER BRIDGE PEDESTRIAN TRAIL PROJECT STP -U-3715(651)--70-52 WHEREAS, the Engineering Division has recommended that the work for construction of the Butler Bridge Pedestrian Trail Project STP -U-3715(651)--70-52, as included in a contract between the City of Iowa City and Peterson Contractors, Inc. of Reinbeck, Iowa dated October 6, 2011, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office, and WHEREAS, funds for this project are available in the Butler Bridge Pedestrian Trail account # R4217: and WHEREAS, the final contract price is $906,150.31. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 4th day of march 20 14 /kt- / -S MAYOR Approved by City�s Office fr It was moved by Dobyns and seconded by Payne the Resolution be adopted, and upon roll call there were: AYES: Pweng/masters/acptwork.doc 2/14 NAYS: ABSENT: Botchway Dickens Dobyns Hayek Mims Payne Throgmorton