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HomeMy WebLinkAboutBRIDGE PAVEMENT/MCCOLLISTER BLVD/2006 &2007BRIDGE PAVEMENT/ McCOLLISTER BLVD/ 2006 & 2007 .!�- - M." - O 1 Q \— 1Pv,� UI �.1 ©CA, ( (. - oc-,� C>0i 9,VIC'. - aoo(o C A a TO V V c:� p ? re-, V ` ,� \ ct Q-;4 ) y � �)( V: R', �O C,\ S cQvx - S -2vl�ct\ \tips qv� \ OV \ o"v- o sorry A o,. ,r 6z, ..- rn�ie. _ Rr (3 J2C�, aoo oo-7 �-1 -Oc.,k . -� � � Y c c � o � \ ���', c �,�•�; off,.. �or � b� t L. Y� -z�.v ,� �o�; ��, p b - SEp - // C— C-- c �� -� rS � r v � rC �� \2 � c t.\ 1 li c �QL.\ 0'-1 — 3 +S' chw c ✓ c� � v� � � ,� � � 0.�� �^ "' C C� V\�� 11^2.efl Oo,K -loam T�2 f lc `o�� %S�Ev LfrJC�rcl PCC PCvemP-,+ L�4,6 P- 37 /sC�oag} 7/- rJr�� Ant �OliiS��°✓ u�eva�d l�r Q 4" cj e <F� �,,»IN rr ERs RE Pb P\ T- 0 06- 7-06 21 Prepared by: Brian Boelk, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5437 RESOLUTION NO. 06 -219 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AN AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND HOWARD R. GREEN COMPANY TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE McCOLLISTER BOULEVARD IOWA RIVER BRIDGE PROJECT WHEREAS, the City of Iowa City desires to construct a bridge crossing the Iowa River as part of the McCollister Boulevard project; and WHEREAS, this bridge will assist in connecting Mormon Trek Extension near Riverside Drive to McCollister Boulevard at South Gilbert Street (Sand Road); and WHEREAS, the CITY desires the services of a consulting firm to prepare preliminary and final design for construction of the McCollister Boulevard Iowa River Bridge Project; and WHEREAS, the City of Iowa City has negotiated an Agreement for said consulting services with Howard R. Green Company, to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Howard R. Green Company. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement in triplicate. Passed and approved this 27th day of June 2006. MAYOR Approved by: ATTEST: Cv�Z� �OCa CITY LERK Clt Attorne Office Resolution No. 06-719 Page 2 It was moved by Vanderhoef and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Correia x Elliott x O'Donnell x Vanderhoef x _ Wilburn Howard R. Green Company Project No. 188000J CONSULTANT AGREEMENT McCollister Blvd. over Iowa River Iowa City, Iowa THIS AGREEMENT, made and entered into this 27th day of June 2006 , by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Howard R. Green Company, of Cedar Rapids, Iowa, hereinafter referred to as HRG. WHEREAS, the design of a new bridge over the Iowa River on McCollister Boulevard in Iowa City, Iowa approximately one mile south of Iowa Highway 1 has been requested for the purpose of providing traffic congestion relief. This project is to complete the design of the proposed bridge according to Iowa Department of Transportation and American Association of State Highway and Transportation Officials guidelines. HRG will also complete Mussels Survey of the Iowa River in the vicinity of the proposed structure as suggested by the McCollister Boulevard West Environmental Assessment dated January 2006 as well as coordinate all work with the McCollister Roadway design team. 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. I. SCOPE OF SERVICES Consultant agrees to perform the following services for the City, and to do so in a timely and satisfactory manner. Task 1 — Proiect Management and Administration 1.1 Development of Detailed Work Plan Prepare a detailed work plan with specific staff assignments, by task, corresponding to the schedule. 1.2 Coordination with City Maintain communications with City of Iowa City. On a monthly basis meet with City staff to review progress or to discuss specific elements of the project (assume two (2) consultant staff will attend eleven (11) meetings). Prepare minutes of meetings and keep documentation of other communications. 1.3 Coordination with Roadway Consultant Maintain communications with the McCollister Boulevard Roadway Consultant. At key decision points during the project, coordination with the Roadway Consultant is required to complete this project. Prepare minutes of meetings and keep documentation of other communications. The rough division of responsibilities between HRG and the Roadway Consultant is as follows: CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J Rough Outline of Consultant Responsibilities McCollister Blvd. over Iowa River Iowa City, Iowa HRG Roadway Consultant Design of Bridge over Iowa River Design of McCollister Boulevard Development of Bridge and Corridor Aesthetics Utility Coordination Complete Hydraulic Analysis of Bride Identification of Right-of-Way Iowa River Mussel Survey Design of Earthwork Iowa River Crossing Permitting Topo ra hic Surveys Landfill Disposal Coordination and Permitting Right-of-Entry Permits for Surveying Assisting Roadway Consultant with Public Involvement Manager of Public Involvement for Corridor Complete Indiana Bat Surver 1.4 Subconsultant Management This project will involve management of subconsultants for the purpose of a Mussel Survey and geotechnical consultation. 1.5 Project Monitoring and Progress Reports Maintain the system for monitoring progress and expenditures to allow monthly tracking by task. Prepare and submit monthly progress reports outlining the following: • Activities during the reporting period and activities planned for the following month, • Problems encountered and recommended solutions, and • Overall status. 1.6 Quality Control Plan Establish review and checking procedures for project deliverables. Designate responsibility for implementation of the Plan. Task 2 — Survey 2.1 Horizontal and Vertical Control Surveys It is assumed that horizontal and vertical control will be provided by the Roadway Consultant. Consistent control systems between bridge design and roadway design teams will aide in coordinating horizontal alignment and profile information between the teams. HRG will verify existing control and establish an estimated two (2) horizontal control points and two (2) vertical bench marks on each side of the river for the bridge design project. Each permanent control point or benchmark shall have horizontal coordinates and elevation, recovery information, monument description, monument name and a sketch showing ties to at least three natural or manmade objects. Accurate descriptions of the horizontal control points and benchmarks will be created and recorded. 2.2 Topographic Survey HRG shall coordinate this work with the topographic surveys completed for the roadway project. It is assumed that the roadway design consultant will provide Mainline Survey, consisting of all pianimetric features and terrain surveyed as a 25 -foot grid plus breakiines. iviainiine Survey area will be approximately 200 -feet wide centered on the proposed McCollister Blvd. alignment on each side of the river for a minimum distance of 300 -feet. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company McCollister Blvd. over Iowa River Project No. 188000J Iowa City, Iowa HRG will provide Iowa River channel cross sections required to complete the hydraulic design of the bridge. This will consist of three (3) cross sections of the river, including determination of the channel bottom. Location and size of the existing piers of the CRANDIC Railroad bridge over the Iowa River approximately 3000 feet north of the proposed McCollister Blvd. alignment will also be located. Topographic information will be converted to a MicroStation v8 file for use as existing ground information to develop the bridge design. Note: All final documents will be converted to the City's CADD file Standard. 2.3 Utility Survey It is assumed that utility information, including utility owner contact information, will be collected and provided to HRG by the Roadway Consultant., Utilities to be provided may include but are not limited to: phone, fiber optic, cable television, natural gas, water, underground electrical, sanitary sewer and storm sewer. A coordinate listing of the points surveyed and a plot showing the field surveyed utilities with elevations provided for sanitary and storm sewers shall be provided. Show utility name and describe the utility on the listing and the plot. HRG will incorporate utilities into the CADD file Basemap. 2.4 Survey Soil Boring Locations HRG will provide the boring station locations and coordinates for soil borings with ground elevations at each boring. It is estimated that 5 soil borings will be staked. 2.5 Survey Pier Locations for Mussel Survey HRG will provide the location of the centerline of each river pier by locating a small float in the river. It is estimated that four (4) floats will be required. Additionally, stakes will be set at 100 - foot intervals along the banks of the Iowa River from 100 -foot upstream to 500 -feet downstream of the proposed bridge to identify the mussel buffer zone needed to complete the mussel survey. 2.6 Right -of -Entry Right -of -Entry to properties for surveying associated with design of the bridge will be obtained by HRG. This includes identifying the properties that right -of -entry is required and mailing a letter to each property owner explaining the survey work required on their property. It is anticipated that HRG will acquire right -of -entry from three (3) parcels, including City property. Task 3 — Conceptual Bridge Design 3.2 Concept Statement HRG will develop the Concept Statement according to the Iowa Department of Transportation (DOT) requirements and prepare for submittal of the statement by the City to the Iowa DOT. 3.2 Determine Approximate Bridge Parameters The intent is to develop a bridge that can be expanded from 3 -lanes to 4 -lanes in the future. Additionally, three (3) aesthetics concepts will be developed to tie the new bridge to the City's District Planning concept. 3.3 Aesthetic Design Charette The City, key Stakeholders, and the Roadway Consultant will be included in a Design Charette to identify the aesthetic needs for this project. The design charette shall be a one -half day meeting with stakeholders and City Staff to generate aesthetic concepts for the bridge design. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006- McCollister Blvd REV6.doc Howard R. Green Company McCollister Blvd. over Iowa River Project No. 188000J Iowa City, Iowa HRG Staff shall facilitate the meeting and develop sketches and concepts during the charrette to be used for conceptual bridge design. It is assumed that three staff members from HRG shall attend the meeting. HRG shall compile and distribute results from the Design Charette to attending stakeholders and City staff. Options or relative cost to compare alternatives will be prepared. Deliverables for this task include sketches from the Design Charette and alternative documentation with costs to be included with Conceptual Design Technical Memorandum. 3.4 Conceptual bridge layouts Conceptual bridge layouts including: approximate location, overall length and number of spans, overall width and number of lanes will be developed for each alternative. From these layouts and concepts, order of magnitude cost opinions will be developed. It is anticipated that three (3) alternatives with opinion of probable costs will be developed. Preliminary and Final Plan will be completed for the concept deemed to best meet the city's needs. The deliverable will be a Conceptual Design Technical Memorandum that explains the design alternatives and associated costs. 3.5 Preferred Alternative Selection Review Meeting The City, key Stakeholders, and the Roadway Consultant will be included in a Preferred Alternative Selection Review Meeting to discuss and select the preferred aesthetic and structural alternative for this project. HRG Staff shall facilitate the meeting and explain the developed concepts and opinions of cost. At the conclusion of the meeting a preferred alternative will be selected to carry into Preliminary Design. Task 4 — Preliminary Bridge Design A preliminary bridge design will be prepared for McCollister Blvd. Bridge over the Iowa River. 4.1 Coordination with Soils Design Determine the number of and establish proposed locations for structure soil borings for foundation analysis -and design through coordination between the geotechnical staff and the design engineer. The type, number and approximate depth of the foundation investigation borings will be agreed upon by the project team. It is anticipated that 5 borings will be required. 4.2 Structure Type, Size and Location (TS &L) Plans Prepare a 1 " =20' scale Type, Size, and Location (TS &L) plan for the proposed bridge. Includes a Situation Plan and a General Elevation consisting of a longitudinal section along the roadway. Show roadway curve and profile data, hydraulic data, and projected traffic data. TS &L plans shall be prepared in accordance with Iowa DOT, Iowa DNR, and USCOE requirements to facilitate preliminary agency review and approval. The deliverable will be in the City's CADD File format on 11 "x17" bond paper. 4.3 Quality Control /Quality Assurance Review preliminary bridge /culvert design work, including Hydraulic Reports and Preliminary Plans. Verify calculations independently. Address and incorporate review comments into the final submittals. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J McCollister Blvd. over Iowa River Iowa City, Iowa 4.4 Bridge Aesthetics Plans Coordinate with Stakeholders, City Staff, and Roadway Consultant regarding bridge aesthetics to establish baseline requirements for aesthetic design and materials. Prepare bridge aesthetics design plans based on this coordination. This includes railing design, bridge approach treatments, pier and abutment treatments, trailhead design, special paving and concrete structures and coordination with lighting design. Bridge aesthetic plans shall be based off the concepts generated by the aesthetic design charette and the conceptual bridge payout preferred alternative. 4.5 Bridge Aesthetics Image Edits It is anticipated that during preliminary design, two (2) photo rendering shall be generated of the proposed bridge with aesthetic treatments for design and public outreach purposes: one along McCollister Blvd. and the other along the river. In addition, one graphic showing details of aesthetic treatments shall be generated. All graphics shall be available to the City electronically for public outreach purposes. Task 5 — Final Bridge Design Final bridge design will be prepared for the McCollister Blvd. Bridge over the Iowa River. 5.1 Structural Analysis — Calculations HRG will determine final member sizes, required reinforcing steel, and connection details for the final plans, based on the approved preliminary plans. Design shall be in accordance with the AASHTO Standard Specifications for Highway Bridges, current edition at the time the design contract is executed, plus current interim specifications. Structures design shall meet the design requirement established by the Iowa DOT for a September 2007 letting. The live load will be HS20. 5.3 Final Plan Development HRG will compile plan sheets, specifications, detailed quantities, and standard detail designs for submittal at various milestone points for the bridge (see section II — Time of Completion). Plans will be developed according to applicable Iowa Design Standards and standard drawings as required. Special design details will be developed for aesthetic treatments to the bridge structure. In addition a trailhead for the future trail expansion shall be developed. The Iowa River is a protected stream. Therefore, if deck drains are required, the deck drainage will be designed so no runoff will fall directly into the Iowa River. All plan deliverables will be completed using the City's CADD File format and printing on 11 "x17 bond paper. 5.4 Quantity Calculations HRG will identify the required bridge unit bid items and calculate quantities in accordance with the Icwa DOT Standard Spe clf;ca tE^ S . a. �.. �. a n- in CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J McCollister Blvd. over Iowa River Iowa City, Iowa 5.5 Prepare 100% Unreviewed (Check Plans) Submittal HRG will submit 100% unreviewed (Check Plans) for City and Iowa DOT review of compliance and intent with design standards and code requirements. All plan deliverables will be completed using the City's CADD File format and printing on 11 "x17" bond paper. 5.6 Special Provisions HRG will prepare specifications covering the work to be constructed, consisting of Special Provisions and Special Specifications to be issued in connection with the "Standard Specifications for Highway and Bridge Construction," Series of 2001, Iowa Department of Transportation, and the current Supplemental Specifications for Construction Projects. 5.7 Prepare Final Submittal HRG will coordinate and incorporate review comments by the City and Iowa DOT in final plans sets. The Consultant will submit to Iowa DOT for letting. Final sheet numbering and bridge plans will be coordinated with the Roadway Consultant to combine the roadway and bridge designs into one bid package. All plan deliverables will be completed using the City's CADD File format and printing on 11 "x17" bond paper. 5.8 Engineer's Estimate of Probable Costs HRG will prepare itemized estimates of the construction costs computed using the unit price data provided by the Iowa DOT. 5.9 QC Review HRG will independently review and check the final bridge design, including final plans, special provisions, and construction cost estimates. The Consultant will address and incorporate review comments into the final submittals. Task 6 — Mussel Survey The mussel survey will be performed by Malacological Consultants. Conduct a Mussel Survey in the vicinity of the proposed bridge over the Iowa River. The Environmental Assessment of McCollister Boulevard West dated January 2006 identified the possibility of at least three listed mussel species, including: • The Higgins' Eye Pearly Mussel (Lampsilis higginsi!), a state and federally endangered species. • The Pistolgrip (Tritogonia verrucosa), a state endangered species • The Squawfoot (or Creeper Turgeon et al 1998) (Strophitus undulatus), a state threatened species This portion of the Ic1.'a River was used as a reintroduction area for the Higgins' Eye Pearl, Mussel in conjunction with the USFWS. This survey must be completed within one year of construction (survey assumed in May 2007) to determine if mussel relocation is required. A mussel survey would extend from 100 feet CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J McCollister Blvd. over Iowa River Iowa City, Iowa upstream of the bridge area to 500 feet downstream of bridge area. As part of the survey, specimens may be removed from the river and deposited in a museum. The City will be responsible for applicable museum fees and other federal fees. A report of the findings will be completed. If listed mussels are found and mitigation is required, a translocation would be performed not sooner than two (2) weeks prior to start of construction. No construction equipment, materials, or activities can be in river during mussel survey or relocation. This includes but is not limited to: silt curtains, equipment, sheet piling, etc. If necessary, a mussel translocation site will be chosen during the mussel survey. This site is usually a short distance upstream of the project site /impact area since such a site should have similar water quality and substrate. Task 7 — Public and Agency Involvement 7.1 Community Involvement 7.1.1 Community Involvement Plan HRG will coordinate its community involvement with the Roadway Consultant's Community Involvement Plan. The Community Involvement Plan will tie together all elements of the community involvement program, potential small group meetings, and the public information meeting. 7.1.2 Public Information Meeting Notification HRG will provide an information sheet summarizing the bridge project for inclusion in the one page Public Meeting Notification prepared by the roadway design consultant. The letter will announce the upcoming meeting and provide a brief update on the project. 7.1.3 Prepare for and Conduct Public Information Meeting A public information meeting (PIM) will be held during the project on one night at a location to be determined. It is assumed that 2 Bridge Consultant staff members will attend the PIM. Exhibits for the public information meeting are anticipated to include: • Information boards /graphics, which will include bridge alternatives and aesthetic treatments. • Handout (take -home) material will include as much of the display material as practicable, in smaller size /format such that persons can review information after the meeting. Pre - addressed comment sheets will be provided. All materials for Public Information meetings will be submitted to City of Iowa City and for review prior to the scheduled meeting. City of Iowa City will be responsible for preparing and publishing public meeting notices. 7.1.4 Prepare Comment Log and Responses for PIM Following receipt of ;wiled comments after the public information meeting, I'°- Will prepare a log of oral and written input about the bridge. As required, responses to questions or suggestions will be prepared and sent to the commenter following review. CARLW Documents and plans \Marketing\lowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J McCollister Blvd. over Iowa River Iowa City, Iowa 7.1.5 Briefings to Local Interested Groups and Organizations (if authorized) HRG will provide briefings and updates during the course of the project to local groups and organizations as requested. These groups include business and neighborhood groups as well as organizations such as the Chamber of Commerce. It is assumed that two (2) meetings will occur, each attended by two (2) Bridge Consultant staff. 7.2 Field Review with Local, State, and Federal Agencies and Iowa DOT If needed, the Consultant will conduct a field review of the project area with local, state, and federal agencies and Iowa DOT and City staff as required to identify natural resource and other impact issues to be evaluated and discussed in the environmental document. The need for this task will be based on input from agency representatives. For budgeting purposes, it is assumed that two consultant staff will attend up to two one - half -day field reviews. Task 8 — Final Geotechnical Design The final geotechnical design will be performed by Terracon. Obtain the remaining subsurface data needed in order to provide geotechnical recommendations for structure support, stability, subsurface drainage, and to place limited soils information on profile drawings. 8.1 Subsurface Investigation Drilling and sampling a total of five (5) borings at the 2 abutments and 3 pier locations. Two (2) of the pier locations are in the Iowa river and will be drilled from a barge. The borings will be drilled to depths of about 70 to 80 feet below the existing grade or auger refusal in limestone bedrock, whichever is less. Delayed groundwater level readings will not be obtained. It is anticipated that one boring will be in the vicinity of the land fill. This bore hole will be backfilled with bentonite. Iowa "One -Call" will be contacted to locate all public utilities prior. Also, if there are any other restrictions or special requirements regarding the site of exploration, these should be provided by the City to us prior to commencement of field work. 8.2 Laboratory Evaluations In the laboratory, water content tests will be performed on the samples obtained from the borings. Dry unit weight and unconfined compressive strength tests will also be performed on select samples obtained from thin - walled tubes. Hand penetrometer tests may also be performed on select native samples. Additional laboratory testing, including Atterberg limits, Standard Proctor, unconsolidated undrained triaxial shear strength tests and consolidation tests may also be performed to develop engineering recommendations for the project. The exact number and type of these tests will depend on the types of soils encountered. Native soil samples will be classified in accordance with the Unified Soil Classification System (USCS). 8.3 Engineering Analysis and Report Preparation After completion of the field and laboratory testing programs, the data and conditions will be analyzed and a report will be prepared. Recommendations will be made. Additionally, simplified results of the drilling and testing will be placed on the Type, Size, and Location (TS &L) plan to create a Soil Boring Profile Sheet. prepared according to Iowa DOT guidelines in the City's CADD File format for inclusion into the Final Bridge Plans. CARLW Documents and plans\Marketing \Iowa City\SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J Task 9 — Bridge Lighting McCollister Blvd. over Iowa River Iowa City, Iowa Lighting plans will be developed to provide roadway and pedestrian lighting that meets the selected aesthetic design requirements. Assumptions: • Assume that electric power can easily be obtained from overhead wires at Napoleon Lane. • Assume that lighting will extend only 100' either side of the proposed bridge. • Assume a combination of pedestrian and roadway lighting levels will be required. • Assume special decorative lighting will be requested and need to be selected by Owner at a meeting. • Assume a control cabinet will be located near the east of the bridge an Napoleon Lane. Task 10 — Landfill Coordination HRG will assist the Roadway Consultant with identification and permitting requirements needed for the disposal of landfill materials in conflict with the construction of McCollister Blvd. Items include: 10.1 IDNR Notification for excavation and removal of non - permitted waste sites. The following items will be completed and submitted to the Solid Waste Division of the IDNR for identified waste sites that might be encountered and required to be excavated as part of the project. The name, address and telephone number of: a. Owner of site property. b. Responsible Official for oversite of the property. c. Design engineer licensed in Iowa. 2. A legal description of the site. 3. A map or aerial photograph locating the property and surrounding environs and identifying the North or other principal compass points. 4. Limits of excavation and /or number of investigative borings. 5. Estimated number of cubic yards of material to be excavated. 6. Name of sanitary disposal project where excavated material is to be disposed and estimated time required for excavation procedures. 7. Proposed land use. 8. Any other pertinent data that will be helpful with the review. 9. Upon completion of the outlined activities, a report shall be submitted discussing any changes from the original plan, any test results, waste removal, equipment decontamination, etc. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company McCollister Blvd. over Iowa River Project No. 188000J Iowa City, Iowa Task 11 — Bridge Hydraulic Design and Permit Coordination 11.1 Hydraulic Analysis HRG will perform a hydraulic analysis to identify the required bridge waterway area; impacts to existing flood profiles and flood plain widths as published in the current Johnson County and Johnson County Communities Flood Insurance Study (FIS). It is anticipated that the bridge length will be sufficient to match the existing floodway and result in a "Zero Rise" to the floodway elevation at the bridge crossing. The HEC -2 water surface profile model utilized for August 20, 2002 Flood Insurance Study update will be used for the bridge hydraulic analysis. Additional hydraulic analysis for bridge pier and abutment scour will be completed under this task item. 11.2 Hydraulic Permits Permit coordination with the Iowa Department of Natural Resources and the U.S. Army Corps of Engineers, Rock Island District will be completed for the flood plain construction permit requirements and Section 404 permitting requirements. Prior to construction, an Iowa Department of Natural Resources Stormwater permit (NPDES) application with Public Notice information will be prepared and forwarded to the City for submittal to the Iowa Department of Natural Resources. The City will be responsible for applicable permit fees. It is not anticipated that a FEMA Conditional Letter of Map Revision (CLOMR) will be required for this project because the bridge hydraulic opening will be designed for a "Zero Rise" to the floodway elevation. Task 12 — Bidding Services 12.1 Bidders' Questions and Addendum The bridge will be let under the Iowa DOT procedures. As such, the bid set preparation and coordination is minimal. HRG will answer bidder's questions and prepare addenda, if needed. 12.2 Pre - Construction Meeting HRG will attend the Pre - construction Meeting. It is anticipated the two (2) design team members will be in attendance. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J Design Exclusions McCollister Blvd. over Iowa River Iowa City, Iowa The bridge design consultant scope of services does not include: • Topographic surveys (except for channel hydraulic cross sections.) • Utility Coordination (except for utilities needed or in direct conflict with the bridge. Along with new utilities attached to or incorporated into the new bridge. This may include a water main attached to the underside of the deck and additional conduits for electric or communication lines.) • Public Involvement (except to support the roadway design consultant and design charette.) • Identification of Right -of -Way needs (except for coordination with the Roadway Consultant to determine toe of slope at bridge abutments.) • Grading Plans /Earthwork for bridge abutments and roadway. • FEMA Conditional Letter of Map Revision (CLOMR) and Letter of Map Revision (LOMR) • Bidding assistance (except as outlined in Task 12.) • Construction Services CARLW Documents and plans \Marketing \Iowa City \SOS- 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J Il. Time of Completion McCollister Blvd. over Iowa River Iowa City, Iowa HRG shall complete the following phases of the Project in accordance with the schedule shown. Aesthetic Design Charette Concept Statement: Concept Review: Preliminary Plans: Public Meeting: Check Plans: Final Plans and PDC: Contract Turn -in: Letting Date: August 1, 2006 (Estimated) September 12, 2006 October 1, 2006 (Estimated) March 13, 2007 TBD by Roadway Design Consultant May 22, 2007 June 19, 2007 July 3, 2007 September 18, 2007 The completion of the project is subject to the review and approval process of agencies beyond the control of both the City of Iowa City and Howard R. Green Company. The performance of the project is also subject to influence from the public and political processes. III. GENERAL TERMS A. HRG 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. 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, HRG shall be paid for all work and services performed up to the time of termination. However, suph sums shall not be greater than the cost not to exceed 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 HRG by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but HRG 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 HRG for the project shall be available by said City upon reasonable request to HRG. The City agrees to furnish all reasonable assistance in the use of these records and files. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company Project No. 188000J McCollister Blvd. over Iowa River Iowa City, Iowa F. 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, HRG 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. HRG 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 HRG 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, HRG shall not be liable for the City's use of such documents on other projects. HRG 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 HRG all fees in a timely manner, excepting, however, that failure of HRG 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. HRG shall be allowed to keep mylar reproducible copies for the Consultant's own filing use. M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the City. N. Upon signing this agreement, HRG 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. HRG agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for HRG's negligent acts, errors and omissions to the City in the sum of $1,000,000. CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc Howard R. Green Company McCollister Blvd. over Iowa River Project No. 188000J Iowa City, Iowa IV. COMPENSATION FOR SERVICES HRG shall be compensated for actual services performed, including direct costs, as identified in Part I of this Agreement. The total compensation shall not exceed $338,710. The approximate cost for each task is as follows: Task 1: Project Management and Administration $ 38,737 Task 2: Survey $ 12,232 Task 3: Conceptual Bridge Design $ 35,158 Task 4: Preliminary Bridge Design $ 24,302 Task 5: Final Bridge Design $137,323 Task 6: Mussel Survey $ 14,381 (Subconsultant) Task 7: Public and Agency Involvement $ 16,019 Task 8: Final Geotech Design $ 37,950 (Subconsultant) Task 9: Bridge Lighting $ 8,600 Task 10: Landfill Coordination $ 2,700 Task 11: Bridge Hydraulic Design and Permitting $ 8,320 Task 12: Bidding Services $ 2,988 Total: $338,710 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. FOR ' 1.F'OR THE CONSULTANT By: By: �'v( � �J - a�o -_ Title: Mayor Title: ) Date: .Tune 27. 2006 Date: ATTEST: U l Cit Clerk Approved by: / _i 1/0. ff \ � � � � bt-y' Attorney's Office Date CARLW Documents and plans \Marketing \Iowa City \SOS - 062006 - McCollister Blvd REV6.doc HOWARD R. GREEN COMPANY: PROJECT BUDGETING WORKSHEET PROJECT NAME: McCollister Blvd. Bridge over Iowa River PROJECT NUMBER: 1880OW CLIENT: Iowa City - CLIENT CONTACT: Brian Boelk PROJECT MANAGER: Ride White TOTAL HOURS 11 181 330 1 145 1 56 1 278 1 114 1 542 1 340 1 442 1 4 1 2 8 34 13 26 58 % OF TOTAL COST 0.5% 1 8.2% 12.6% 1 5.6% 1 2.1% 1 9.2% 1 3.6% 1 14.2% 1 6.7% 1 11.6% 1 0.1% 1 0.1% 1 0.2% 1 1.4% 1 0.4% 0.6% 1.0% 1 1 1 1 Task DESCRIPTION OF TASK TPR PROJ MGR SR PROJ ARCH SR TECH ADV SR PROJ ENG PROJ. ARCH. STAFF ENG STAFF ARCH ENG TECH II CADD TECH II REG LAND SURV 1 PER W/ GPS OR ROB 2 PER W/ GPS OR ROB FIELD SERV MGR FIELD TECH II ADM ASST 11 PROJECT MANAGEMENT AND ADMIN 4 111 86 6 16 2 44 2 SURVEY 12 4 2 8 34 13 26 2 3 CONCEPTUAL BRIDGE DESIGN 2 22 68 40 4 12 40 110 24 4 PRELIMINARY BRIDGE DESIGN 2 4 30 30 8 16 144 24 5 FINAL BRIDGE DESIGN 3 8 56 56 260 60 462 70 352 8 6 MUSSEL SURVEY IMalacologicall 7 PUBLIC AND AGENCY INVOLVEMENT 24 28 10 a 18 16 16 4 8 FINAL GEOTECHNICAL DESIGN emcon 9 BRIDGE LIGHTING 42 2 28 10 LANDFILL COORDINATION 20 11 BRIDGE HYDR. DESIGN AND PERMIT COORD. 56 8 12 BIDDING SERVICES 12 8 Staff CBssBication Legend PIC - Principal in Charge SR PRO) MGR - Senior Project Manager PROJ MGR - Pmject Ma er SR PROJ ARCH - Senior Pro' ct Arohtect SR TECH ADV - Senior Tect"cal Advisor SR PROJ ENG - Senor Project Engineer PROJ ARCH - Pmject AmNtect STAFF ENG - Staff Engineer STAFF ARCH - Staff AroNtect ENG TECH II - Engineer Tectnictan 11 CARD TECH II - Cadd Technicial 11 REG LAND SURV - Registered Land Sweyor 1 PER W/GPS OR ROB -1 Person Survey Crew with GPS 1 PER W/GPS OR ROB - 2 Person S—e Crew with GPS FIELD SERV MGR - Field Services Manager FIELD TECH 11- Field TecMcian 11 ADM ASST - Administrative Assistant O:tpro(S 21260N W P- 062006-McCogister. As Prepared by: Brian Boelk, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5437 RESOLUTION NO. 07 -66 RESOLUTION AUTHORIZING THE ACQUISITION OF PROPERTY INTERESTS NECESSARY FOR CONSTRUCTION OF THE McCOLLISTER BOULEVARD PAVING AND IOWA RIVER BRIDGE PROJECT. WHEREAS, the City of Iowa City desires to construct the McCollister Boulevard Paving and Iowa River Bridge Project ( "Project ") which includes the construction of a new arterial roadway between Highway 921 and Gilbert Street, including a new bridge across the Iowa River; 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. 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 McCollister Boulevard Paving and Iowa River Bridge 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 condemnation. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. Resolution No. 07 -66 Page 2 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 5th day of March , 2007. 'J MAYOR ApprovpdPby t. ATTEST:�-7 k1_7 --2� Flzv CI CLERK City A t rney's laffice Resolution No. 07_66 Page _^ It was moved by Vanderhoef and seconded by O'Donnell the Resolution be adopted, and upon roll call there were: AYES: x x X x x x x NAYS: ABSENT: Bailey Champion Correia Elliott O'Donnell Vanderhoef Wilburn 68-21 :,,A 19 Prepared by: Brian Boelk, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5437 RESOLUTION NO. o7 -257 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST CONSULTANT SUPPLEMENTAL AGREEMENT NUMBER 1 TO THE AGREEMENT DATED JUNE 27, 2006, BETWEEN THE CITY OF IOWA CITY AND HOWARD R. GREEN COMPANY TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE McCOLLISTER BOULEVARD IOWA RIVER BRIDGE PROJECT. WHEREAS, the City of Iowa City desires to construct a bridge crossing the Iowa River as part of the McCollister Boulevard project; and WHEREAS, the CITY is required to relocate mussels in the Iowa River within the construction limits outlined in the McCollister Boulevard Bridge construction documents; and WHEREAS, the mussel relocation is based on the Mussel Survey completed on September 9, 2006 and the subsequent coordination with the Iowa Department of Natural Resources; and WHEREAS, the CITY approved the original Consultant Agreement dated June 27, 2006, with Howard R. Green Company to prepare preliminary and final design for construction of the McCollister Boulevard Iowa River Bridge Project, but it does not include services to relocate the mussels; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Howard R. Green Company. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant Supplemental Agreement #1 attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant Supplemental Agreement #1 in triplicate. Passed and approved this 2 1 st day of August , 2007. () � ( J BhAo-1 MAYOR ATTEST: CIT LERK Approved by: �- 1�- - (,f -C)i City Attorney's Office Resolution No. 07 -257 Page 2 It was moved by Bailey and seconded by adopted, and upon roll call there were: Vanderhoef the Resolution be AYES: NAYS: ABSENT: x Bailey x Champion Correia Elliott x O'Donnell x— Vanderhoef x Wilburn N, Howard R. Green Company McCollister Blvd. over Iowa River Project No. 188000J01 Supplemental Agreement #1 — Mussel Relocation Iowa City, Iowa CONSULTANT SUPPLEMENTAL AGREEMENT #1 THIS AGREEMENT, made and entered into this 21st day of August 2007 , by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Howard R. Green Company, of Cedar Rapids, Iowa, hereinafter referred to as HRG. WHEREAS, the design of a new bridge over the Iowa River on McCollister Boulevard in Iowa City, Iowa approximately one mile south of Iowa Highway 1 has been requested for the purpose of providing traffic congestion relief. The original project dated June 27, 2006 was to complete the design of the proposed bridge according to Iowa Department of Transportation and American Association of State Highway and Transportation Officials guidelines. HRG also completed a Mussels Survey of the Iowa River in the vicinity of the proposed structure as suggested by the McCollister Boulevard West Environmental Assessment dated January 2006 as well as coordinate all work with the McCollister Roadway design team. This Supplemental Agreement #1 is to relocate the mussels within the Iowa River impacted by construction of the bridge. NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide the additional 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. Task 1 — Project Management and Administration 1.1 Development of Detailed Work Plan Prepare a detailed work plan with specific staff assignments, by task, corresponding to the schedule. 1.2 Coordination with City Maintain communications with City of Iowa City. Meet with City staff to review progress or to discuss specific elements of the construction project (assume two (2) consultant staff will attend one (1) meeting). Prepare minutes of meetings and keep documentation of other communications. 1.3 Subconsultant Management This project will involve management of a subconsultant for the purpose of Mussel relocation. 1.4 Project Monitoring and Progress Reports Maintain the system for monitoring progress and expenditures to allow monthly tracking by task. Prepare and submit monthly progress reports outlining the following: • Activities during the reporting period and activities planned for the following month, • Problems encountered and recommended solutions, and • Overall status. C: \Documents and Settings \dmaxwel \Desktop \SOS- 080107 - McCollister Blvd SA1v3.doc r Howard R. Green Company Project No. 188000J01 Task 2 — Mussel Relocation Survey McCollister Blvd. over Iowa River Supplemental Agreement #1 — Mussel Relocation Iowa City, Iowa HRG will delineate the region for the mussel relocation to be performed as outlined in the McCollister Boulevard Bridge construction documents. This delineation will be coordinated with the subconsultant. A portion of the survey will require installing small floats in the river. It is estimated that four (4) floats will be required. Additionally, stakes will be set on the riverbanks at the comers of the region. Task 3 — Mussel Relocation The mussel relocation will be performed by Malacological Consultants. Based on the Mussel Survey completed on September 9, 2006 and the subsequent coordination with the Iowa Department of Natural Resources (IDNR), relocation of the mussels in the Iowa River is required within the construction limits outlined in the McCollister Boulevard Bridge construction documents. The Mussel Relocation will include the following as outlined in the IDNR Sovereign Lands Construction Permit: Relocate all mussels from the areas to be disturbed by construction of the bridge. This includes the piers and causeways. The DNR field staff will provide the relocation sites. Individual marking of all T and E mussels should be done for all that are relocated. Relocation to be completed by the end of September if the construction is to start in late fall. All deer toe, fawns foot, mucket, monkey face, and pink heelsplitter mussels are to be marked (80% with a color coded epoxy mark and 20% with VI bee tags) and length and width measurements recorded. IDNR Fisheries staff will supervise or relocate these species. Store fuel and oil away from the river to minimize problems from any spills. Mussel relocation will be coordinated with IDNR. This task is anticipated to take six (6) full days and to be completed before the end of September 2007. The relocation work will start on or about September 7, 2007, weather permitting. This work can not be done during electrical storms, or in water temperatures below 40 degrees and air temperatures below 32 degrees. It is anticipated that the mussels will be relocated north of 1 -80 on the Iowa River. Project Exclusions This Supplemental Agreement #1 does not include: • Construction Administration services or shop drawing review • On site inspection of the project during construction • Review of construction methods for adherence to applicable permits (401/404) • As -built plans of the constructed project • Utility Coordination • Public Involvement • FEMA Conditional Letter of Map Revision (CLOMR) and Letter of Map Revision (LOMR) C: \Documents and Settings \dmaxwel \Desktop \SOS- 080107 - McCollister Blvd SA1v3.doc Howard R. Green Company Project No. 188000J01 II. Time of Completion McCollister Blvd. over Iowa River Supplemental Agreement #1 — Mussel Relocation Iowa City, Iowa HRG shall complete the following phases of the Project in accordance with the schedule shown. Mussel Relocation: September 30, 2007 III. GENERAL TERMS HRG shall conform to all the general terms outlined in Section III of the original agreement dated June 27, 2006. IV. COMPENSATION FOR SERVICES HRG shall be compensated for actual services performed, including direct costs, as identified in Part I of this Agreement. The total compensation for this Supplemental Agreement #1 shall not exceed $62,984. The approximate cost for each task is as follows: Task 1: Project Management and Administration $ 5,902 Task 2: Mussel Relocation Survey $ 3,023 Task 3: Mussel Relocation $ 54,059 (Subconsultant) 11 (.7m; V. MISCELLANEOUS $ 62,984 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. FOR TH Y By: Title: Mayor Date: August 21, 2007 ATTEST: A2A�e� --e-- !ea�- Cit lerk FO THE CONSULTANT By: Title: Date: Approved by: Qtx = „''' City Attorney's Office Date C: \Documents and Settings\dmaxwel\Des ktop\SO S-080107- McCollister Blvd SA1v3.doc HOWARD R. GREEN COMPANY: PROJECT BUDGETING WORKSHEET PROJECT NAME: McCollister Blvd. Bridge - Mussel Relocation PROJECT NUMBER: 188000J01 SA #1 CLIENT: Iowa City CLIENT CONTACT: Brian Boelk PROJECT MANAGER: David Maxwell TOTAL HOURS 1 1 30 1 1 21 1 2 1 161 4 % OF TOTAL COST 0.3% 1 7.7% 0.4% 0.4% 1 3.8% 0.4% Task DESCRIPTION OF TASK PIC SR PROJ MGR SR PROJ ARCH SR TECH ADV PROJ. ARCH. REG SR LAND SURV 2 PER W /GPS OR ROB ADM ASST 1 PROJECT MANAGEMENT AND ADMIN 1 29 2 4 2 MUSSEL RELOCATION SURVEY 1 2 16 3 MUSSEL SURVEY (Malacological) Staff Classification Legend PIC - Principal in Charge SR PROJ MGR - Senior Project Manager SR PROD ARCH - Senior Project Architect SR TECH ADV - Senior Technical Advisor PROJ ARCH - Project Architect REG SR LAND SURV - Registered Senior Land Sureyor 2 PER W /GPS OR ROB - 2 Person Survey Crew with GPS ADM ASST - Administrative Assistant O: \proi1521260P \W P- 080107 - McCollister SA1.xls FINAL OPINION OF PROBABLE COSTRUCTION COST McCollister Blvd. Bridge over the Iowa River August 15, 2007 Prepared by Howard R. Green Company ITEM NO. ITEM CODE ITEM TOTAL QUANTITIF UNIT PRICE DIVISION i TOTAL (80-16110% Fed ral;i4id) DIVISION 2 TOTAL (iriti "lo' city) 1 2301 - 0685550 Bridge Approach Pavement, as per plan SY 671 $ 125.00 $ 83,875 2 2402- 2720000 Excavation, Class 20 CY 280 $ 20.00 $ 5,600 3 2403- 0100010 Structural Concrete Bride CY 1411 $ 360.00 $ 507,960 4 2403- 7302000 Colored Sealer Coating for Structural Concrete SY 1478 $ 12.00 $ 17,736 5 2404- 7775000 Reinforcing Steel LB 78494 $ 0.80 $ 62,795 6 2404- 7775005 Reinforcing Steel, E o Coated LB 224259 $ 0.82 $ 183,892 7 2405- 2705000 Excavate and Dewater LS 1 $ 50,000.00 $ 50,000 8 2407 - 0562130 Beams Pretensioned Prestressed Concrete BT130 EACH 24 $ 27,000.00 $ 648,000 9 2408 - 7800000 Structural Steel LB 18746 $ 2.00 $ 37,492 10 2412 - 0000100 Longitudinal Grooving in Concrete SY 2024 $ 3.25 $ 6,578 11 2414 - 6424119 Concrete Barrier Railing, Aesthetic LF 792 $ 230.00 $ 182,160 12 2414 - 6460000 Ornamental Metal Railing LF 877 $ 205.00 $ 179,785 13 2501 - 0201057 Piles, Steel, HP 10 X 57 LF 3096 $ 35.00 $ 108,360 14 2501 - 0201253 Piles, Steel, HP 12 X 53 LF 4212 $ 30.00 $ 126,360 15 2501 - 5374060 Test Piles LS 1 $ 2,500.00 $ 2,500 16 2501- 6335010 Prebore Holes LF 576 $ 40.00 $ 23,040 17 2507 - 6800061 Revetment Class E Ton 587 $ 9.00 $ 5,283 18 2513 - 0471000 Concrete Barrier Approach, as per plan EACH 4 $ 2,300.00 $ 9,200 19 2523 - 0000100 Lighting Poles EACH 8 $ 4,300.00 $ 34,400 20 2523 - 0000200 Electrical Circuits LF 1324 $ 8.50 $ 11,254 21 2523 - 0000310 Handholes and Junction Boxes EACH 8 $ 400.00 $ 3,200 22 1 2523 - 0000400 Control Cabinet EACH 1 $ 4,500.00 $ 4,500 23 2533 - 4980005 Mobilization LS 1 $ 130 000.00 $ 130,000 24 2547- 0000100 Temporary Stream Access LS 1 $ 87,750.00 $ 87,750 25 2594 - 8995030 Benches EACH 8 $ 2,500.00 $ 20,000 26 2598 - 8805616 Watermain, Ductile Iron, 16 in. LF 436 $ 200.00 $ 87,200 27 2599 - 9999005 Precast Decorative Column EACH 4 $ 1,500.00 $ 6,000 28 2611- 0000100 Shrubs, Furnished and Installed with Warranty) EACH 38 $ 40.00 $ 1,520 29 2611 - 0000200 Trees, Furnished and Installed jwith Warrant EACH 18 $ 200.00 $ 3,600 Subtotal ContArtaction 1 i2 z q :.. Contingency +5 %.of Construction only) LS 1 N/A 127,100 4,400 ON Ibn chitaabii �firio� �r r _ � WHoward R. 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Washington St., Iowa City, IA 52240, (319)356 -5437 RESOLUTION NO. 07 -300 RESOLUTION SETTING A PUBLIC HEARING ON NOVEMBER 5, 2007, ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MCCOLLISTER BOULEVARD PCC PAVEMENT [HDP- 3715(628)-- 71 -52] AND MCCOLLISTER BOULEVARD BRIDGE [HDP- 3715(634)-- 71 -52] PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. 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 5th day of November, 2007, 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 16th day of October , 20 07 MAY OR ATTEST: . 2�A_) CIT LERK pweng \masters \setp h. d oc 9/99 Approved by City Attorney's Office Resolution No. Page 2 It was moved by Champion and seconded by O'Donnell the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Correia x Elliott x O'Donnell x Vanderhoef x Wilburn Publish 10/27 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE MCCOLLISTER BOULEVARD PCC PAVEMENT [HDP- 3715(628)-- 71 -52] AND MCCOLLISTER BOULEVARD BRIDGE [HDP - 3715(634)--71-52] 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 McCollister Boulevard PCC Pavement [HDP- 3715(628)-- 71 -52] and McCollister Boulevard Bridge [HDP- 3715(634) -- 71 -52] Project in said city at 7:00 p.m. on the 5th day of November, 2007, 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 $ i CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS - CITIZEN FED. ID # 42- 0330670 Din- .Becicka, 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): 1 Legal Clerk Subscribed and sworn to before me this day of A.D. 200 q-- otary Public Uk5i I Cammisston Number 732619 My Commission. Expires January 27, 2008 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST #OR THE MCCOLLISTER BOULEVARD PCC PAVEMENT [HDP- 3715(628)-71 -52] AND MCCOLLISTER BOULEVARD BRIDGE [HDP - 3715(634 )-71 -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, specifi- cations, form of contract, special provi- sions and estimate of cost for the con- struction of McCollister Boulevard PCC Pavement [HDP- 3715(628)-- 71 -52] and McCollister Boulevard Bridge [HDP - 3715(634)- 71 -52] Project in said city at 7:00 p.m. on the 5th day of November, 2007, 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 con- tract, 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 com- ments concerning said plans, specifica- tions, 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 63088 October 27. 2007 Publish 11/15 NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received on November 20, 2007 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa until 10 o'clock A.M., C.T., 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 422.42(16), 422.42(17) and 422.47(5). 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.bidx.com • Available in the Iowa Department of Transportation's "Weekly Letting Report" • 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: 101 DBE Goal: 5.0% Work Type: PCC PAVEMENT — GRADE AND NEW BRIDGE NEW - PPCB Guarantee: $375,000.00 Project(s): JOHNSON — HDP- 3715(628)- -71 -52 H D P- 3715(634)- -71 -52 Route: MCCOLLISTER BLVD. Printer's Fee CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS - CITIZEN FED. ID # 42- 0330670 I, y Y4 T-) 1 � i D' icka, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS - CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(s), on the following date(s): Legal Clerk Subscribed and sworn to before me this 19-1` day A.D. 20. otary Public OFFICIAL PUBLICATION NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received on November 20, 2007 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa until 10 o'clock A.M., C.T., for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the let- ting and the day of the letting for the drop- ping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express website (www.bidx.com) as an official depository for electronic bid submittal, The Iowa DOT will ensure that this electronic bid depository is available for a two -hour period prior to the deadline for submis- sion of bids. In the case of disruption of - national communications or loss of serv-■ ices by www.bidx.corn during this two -$ 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 1 Performed at the Iowa Department ofe Transportation, Ames, Iowa after 10:30; A.M. on the same date such bids are scheduled to be received, unless other-E: wise specified by the Iowa Department oft 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 '7 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 certi Pied 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 respon- sible official of such bank or credit union r 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 Property completed Contractor's Bid Bond (Form No. 650001), or a property com- pleted 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 per formance of the construction contract, as -0 provided by Iowa, Code Sections a 422.42(16), 422.42(17) and 422.47(5). + 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 t 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 affir -, matively ensure that in any contract, entered into pursuant to this advertise -± ment, disadvantaged business enterpris- es will be afforded full opportunity to sub-' mit 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 disad- vantaged business enterprise goals have ` been established, thwbidder is required to complete and submit form 102115 with - the bid documents. OnAll projects without ' goals, the contractor must show that affir. i maWe actions have been tirade to seek out and consider disadvantaged business enterprises as potential subcontractors. Some of the projects may be fisted in multiple proposals (as an individual proj- ect or as part of a combined package of Projects). The Contracting Authority will determine which combination of propos -, als produce the lowest bid for these proj -i ects. i The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and sup.' pliers three (3) weeks prior to the letting+ dates at the following locations: • Posted on the Internet at www.bidx.com + • Available. in the Iowa Department of Transportation's "Weekly Letting Report" • Available by calling the Office of Contracts of the Iowa Department of . Transportation at -.515 -239 -1414. Mintmum 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 ii System. All Federal Aid projects are subject to the Work Hours Act of 1962, P. L. 87 -581 and Implementing regulations. - Byvirtue of statutory authority, a prefer -; ence will be given to products and provi- sions grown and coal produced within the , State of Iowa, and also, a resident bidder shall be allowed a preference as, against s a non-resktent bidder from a state or for -+ ev country which 'gives or: requires a: preferencs to bidderk.from that state ors foreign country both on projects in which there are no Federal :Fonda involved. IOWA DEPARTMENT OF' , TRANSPORTATION, OFFICE OF CONTRACTS' - TELEPHONE: 515 -239 -1414. Bid Order: 101 DBE Goal: 5.0% Work Type: + PCC PAVEMENT -GRADE AND NEW f BRIDGE NEW - PPCB Guarantee: $375,Ood bo Project(s): + JOHNSON HDP- 3715(628) -71 -52 HDP - 3715(634)- -71 =52 a Route: M000LLISTER BLVD. 63113 November 13,2007: e U12-11-0 11 Prepared by: Brian Boelk, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5437 RESOLUTION NO. 07 -345 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION QF THE MCCOLLISTER BOULEVARD PCC PAVEMENT [HDP- 3715(628)-- 71 -52] AND MCCOLLISTER BOULEVARD BRIDGE [HDP- 3715(634)-- 71 -52] PROJECT. WHEREAS, Peterson Contractors, Inc. of Iowa City, Iowa has submitted the lowest responsible bid of $6,033,593.60 for construction of the above -named project. NOW, THEREFORE, BE IT RESOLVED BY THE 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. Passed and approved this 11th day of December _,2007. �2, Mayor Approved by: e 1zt /� ATTEST: �(Ctu�►�xi i�! �� �' 4i2u?u &kt9P-7� City Clerk City Attorneys Office la{ yJ (Y7 Resolution No. 07_145 Page 2 It was moved by Vanderhoef and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Correia x Elliott x O'Donnell x Vanderhoef x Wilburn 3 ((5) Prepared by: Brian Boelk, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5437 RESOLUTION NO. 11-290 RESOLUTION ACCEPTING THE WORK FOR THE MCCOLLISTER BOULEVARD PCC PAVEMENT [HDP- 3715(628)-- 71 -52] AND MCCOLLISTER BOULEVARD BRIDGE [HDP- 3715(634)-- 71 -52] PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the McCollister Boulevard PCC Pavement [HDP- 3715(628)-- 71 -52] and McCollister Boulevard Bridge Pavement [HDP- 3715(634)-- 71 -52] as included in a contract between the City of Iowa City and Petersen Contractors, Inc. of Reinbeck, Iowa dated December 19, 2007, 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 McCollister Blvd.- Highway 921 to Gilbert Street account #3883; and WHEREAS, the final contract price is $6,001,378.62. 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 6th day of September , 20__,_,_ MAYOR Approved by ATTEST: CITY tLERK City Attorney's Office 6-lgv It was moved by Bailey and seconded by m mc the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Dickens x Hayek x Mims x Wilburn Wright Pweng /res /mccol I i ste r- acptwork. doc 8/11 �e_����, � r S-.��' CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 -1826 (319) 356 -5000 (319) 356 -5009 FAX ENGINEER'S REPORT www.icgov.org August 24, 2011 City Clerk City of Iowa City, Iowa Re: McCollister Boulevard Dear City Clerk: I hereby certify that the construction of the McCollister Boulevard PCC Pavement [HDP- 3715(628)-- 71 -52] and McCollister Boulevard Bridge [HDP- 3715(634) - -71- 52] Project has been completed by Peterson Contractors, Inc. of Reinbeck, Iowa in substantial accordance with the plans and specifications prepared by the City of Iowa City Engineering Division. The final contract price is $6,001,378.62. I recommend that the above - referenced improvements be accepted by the City of Iowa City. Sincerely, Ronald R. Knoche, P.E. City Engineer V w e w H N Q O C7 O Z N F - LaJ J W H X W CV Q � w 1 J Q M 0 m LO W M ~ 1 CL J J = O U U M l Ah� c9c O Q LL D z Q A C CONVENTIONAL SIGNS DIVIDED HIGHWAY PAVED ROAD BITUMINOUS ROAD GRAVEL ROAD EARTH ROAD ® INTERSTATE HIGHWAY UNITED STATES HIGHWAY OSTATE HIGHWAY aCOUNTY HIGHWAY � 6, Iowa Department of Transportation Highway Division PLANS OF PROPOSED IMPROVEMENTS ON THE URBAN R011401 OWSTEN jan"NOON COUNTY PHTW A RAILROAD O n(A) D PIPELINE �► AIRPORT HDP- 3715(634)- -71 -52 HYDROLOGY WCOLL ISTER BOULEVARD EXTENSION - BRIDGE NEW PCCB BRIDGE -- — — — STATE BOUNDARY WCOLLISTER BOULEVARD OVER IOWA RIVER COUNTY BOUNDARY SCALES: As Noted CORPORATE LIMIT LINE ............... ............................... TOWNSHIP LINE SECTION LINE THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF U.S.ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NO. 14 CEMVR -OD -P- 2007 -18. A COPY OF THIS PERMIT IS AVAILABLE FROM THE IOWA DOT OFFICE OF CONTRACTS UPON REQUEST. THE U.S.ARMY CORPS OF ENGINEERS RESERVES THE RIGHT TO VISIT THE SITE WITHOUT PRIOR NOTICE. THIS PROJECT IS COVERED BY IOWA DNR FLOODPI_AIN CONSTRUCTION PERMIT NO. 2007 -f64. THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2001,PLUS GENERAL SUPPLEMENTAL SPECIFICATIONS; AND APPLICABLE SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, AND SPECIAL PROVISIONS, SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. D DESIGN TEAM HOWARD R.GREEN COMPANY \ \hrgsls\ data \CAD \188000J \Brfinal \18800( rg ' PART OF CITY OF IOWA CITY ENGLISH I IOWA DOT * OFFICE OF BRIDGES AND STRUCTURES IOWA I ONE CALL 811 CALL — BEFORE — YOU — DIG THE REVIEW OF THE FABRICATOR'S SHOP DRAWINGS AND THE CONTRACTOR'S FALSE WORK DRAWINGS WILL BE THE RESPONSIBILITY OF: HOWARD R. GREEN COMPANY 8710 EARHART LANE SW CEDAR RAPIDS, IA 52404 PHONE: (319) 841 -4000 FAX: (319) 841 -4012 REVISIONS I hereby certify that this engineering document was prepared by me TOTAL SHEETS 39 �0pESS 10� PROJECT NUMBER 14,200 HOP- 3715(634)- -71 -52 e7 DAVID F. o R.O.W. PROJECT NUMBER w MAXVVELL m License Number: 17171 PROJECT IDENTIFICATION NUMBER My license renew., date is DECEMBER 31, 2007 Pages or sheets covered by this seol: 0 INDEX OF SHEETS NO. DESCRIPTION I TITLE SHEET 2 QUANTITIES 3 GENERAL NOTES 4 SITUATION PLAN 5 -38 BRIDGE DETAIL SHEETS 39 LANDSCAPE DETAILS REVISIONS DESIGN I hereby certify that this engineering document was prepared by me 2004 AADT or under my direct personal supervision and that I am a duly �0pESS 10� licensed Professional Engineer under the laws a Stale of low.. 14,200 V.P.D. e7 DAVID F. o DAVID F. MAX11KILL. P.E DA E w MAXVVELL m License Number: 17171 j17171 �m My license renew., date is DECEMBER 31, 2007 Pages or sheets covered by this seol: 0 ALL EXCEPT SHEET 5 DESIGN DATA URBAN 2004 AADT 5300 V.P.D. 2030 AADT 14,200 V.P.D. 2030 DHV 1,420 V.P.H. TRUCKS 5 RECOMMENDED FOR LETTING cdtJ#7 CITY ENGINEER, IOWA CITY DATE FILE NO. I JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 I SHEET NUMBER I V, ITEM NO ESTIMATE REFERENCE INFORMATION I SEE SHEETS 36 AND 37. SEE CURRENT SPECIFICATION SECTION 2301.35 PART F FOR ALL INCLUDED WORK AND BASIS OF PAYMENT.METHOD OF MEASUREMENT IS SQUARE YARDS PER PLAN. 2 INCLUDES ABUTMENT EXCAVATION. SEE SHEET II FOR DETAIL AND SHEET 17 FOR QUANTITY. 3 QUANTITY BASED ON PIER 1 (246.8 C.Y.), PIER 2 (252.9 C.Y.), ABUTMENTS AND DECK (911.2 C.Y.) SEE SHEETS 8,10,& 17 FOR MORE INFORMATION. 3 INCLUDES FURNISHING AND PLACING SUBDRAIN (INCLUDING EXCAVATION), GRANULAR BACKFILL, POROUS BACKFILL, GEOTEXTILE FABRIC, WATER FLOODING, AND SUBDRAIN OUTLET AT ABUTMENTS. 3 INCLUDES ALL PREFORMED EXPANSION JOINT FILLER REQUIRED. 3 INCLUDES 3 "10 PVC PIPE REQUIRED IN ABUTMENT WINGS. 3 INCLUDES 4 "0 CORRUGATED METAL POST- TENSIONING DUCT FOR FUTURE USE. 4 EXTERIOR SURFACE AND BOTTOM OF EXTERIOR BEAMS, ALL EXPOSED SURFACES OF LIGHT POLE BASE, CONCRETE BARRIER RAIL, PRECAST COLUMN, AND PIER DIAPHRAGM, ARE TO BE COATED. SEE SHEET 29. SEE DEVELOPMENT SPECIFICATION DS- 01025. 5 QUANTITY BASED ON PIER 1 (38,545 LB.), PIER 2 (39,517 LB.), AND ABUTMENTS (432 LB.). SEE SHEETS 8, 10, & 17 FOR MORE INFORMATION. 5 INCLUDES ZINC RICH PAINT. SEE PIER NOTES SHEET 8. 6 QUANTITY BASED ON ABUTMENTS, DECK AND CONCRETE BARRIER RAIL. SEE SHEETS 17 & 25 FOR MORE INFORMATION. 7 INCLUDES ALL COSTS ASSOCIATED WITH THE EXCAVATION AND DEWATERING REQUIRED TO CONSTRUCT THE PIER FOOTINGS IN THE DRY. SEE SHEETS 8 FOR MORE INFORMATION. 8 COASE AGGREGATES FOR PRESTRESSED CONCRETE BRIDGE UNITS SHALL MEET THE REQUIREMENTS OF SECTION 4115 CLASS III DURABILITY. GRADATION OF THE COARSE AGGREGATE SHALL MEET THE REQUIREMENTS OF SECTION 2407.02A. 8 INCLUDES PIER AND ABUTMENT BEARING MATERIAL. 9 INCLUDES FURNISHING AND INSTALLING STEEL INTERMEDIATE DIAPHRAGMS.SEE SHEET 22 FOR MORE INFORMATION. 10 QUANTITY INCLUDES BRIDGE DECK BETWEEN BARRIERS (1495 S.Y.)AND APPROACH PAVEMENT (529 S.Y.). II INCLUDES ALL MATERIAL, EXCLUDING REINFORCING STEEL, STRUCTURAL STEEL,AND ALL OF THE EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE PLANS AND CURRENT SPECIFICATIONS. THE QUANTITY OF CONCRETE BARRIER RAILING, AESTHETIC WILL BE THE QUANTITY SHOWN PER LINEAL FOOT PER PLAN. REINFORCEMENT IS INCLUDED IN ITEM 6.THE BASIS OF PAYMENT IS CONCRETE BARRIER RAILING, AESTHETIC CONSTRUCTED BY CONTRACTOR PER LINEAL FOOT PAID AT THE CONTRACT PRICE. II & 12 INCLUDES ANCHOR BOLTS, SHIMS, COATING, AND ALL EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. II & 16 INCLUDES ANCHOR BOLTS AND PLATES AT LIGHT POLE BASES. 13 & 14 INCLUDES LENGTH OF ALL PILES INCORPORATED IN FINAL CONSTRUCTION. 15 ONE TEST PILE WILL BE AT EACH ABUTMENT AND PIER (TOTAL = 4)LENGTH OF TEST PILES INCLUDED IN ITEMS 13 AND 14. 16 INCLUDES BENTONITE SLURRY. SEE NOTE ON SHEET 12 FOR MORE INFORMATION. 17 INCLUDES FURNISHING AND PLACING ENGINEERING FABRIC, RIPRAP, POROUS BACKFILL OR GRANULAR SUBBASE BACKFILL AT FRONT FACE OF ABUTMENT FOOTING, AND ALL REQUIRED EXCAVATING, SHAPING AND COMPACTING. FOR SLOPE PROTECTION,SEE SHEET 36. 18 ONE CONCRETE APPROACH BARRIER AT EACH BRIDGE CORNER MOUNTED ON APPROACH PAVEMENT. SEE SHEET 38. METHOD OF MEASUREMENT IS EACH FOR THE 20'-0 CONCRETE BARRIER APPROACH. BASIS OF PAYMENT FOR THE NUMBER SPECIFIED, SATISFACTORALLY COMPLETE, THE CONTRACTOR WILL BE PAID PER EACH THE CONTRACT UNIT PRICE. 19 INCLUDES INSTALLATION ON LIGHT POLE BASE. SEE SHEETS 30 & 31 FOR MORE INFORMATION. 19 - 22 ITEMS SPECIFIED IN STANDARD SPECIFICATION SECTION 2523.23. ITEM CODE 20 INCLUDES FURNISHING AND INSTALLING ALL CONDUIT AND FITTINGS. SEE SHEETS 30 - 33 FOR MORE INFORMATION. 21 SEE SHEET 30 FOR LOCATIONS. 1 22 SEE SHEET 32 FOR DETAILS. S.Y. 23 INCLUDES ONLY ONE MOBILIZATION. OUTLETS FOR LONGITUDINAL, TRANSVERSE, AND BACKSLOPE SUBDRAINS 24 INCLUDES FISH HABITAT FURNISHING AND INSTALLATION AS SHOWN ON SHEET 6. EXCAVATION, CLASS 20 24 INCLUDES FURNISHING CLASS E REVETMENT FOR PLACING CAUSEWAY PER IOWA DOT STANDARD ROAD PLAN RL -16. 1 ALL MATERIALS AND LABOR REQUIRED TO CONSTRUCT AND REMOVE CAUSEWAY IN STAGES, FISH HAB I TAT, ORANGE STRUCTURAL CONCRETE (BRIDGE) MESH SAFETY FENCE, TRANSPORTATION, AND UNLOADING OF USED MATERIALS. SEE SHEET 6 AND STANDARD RK -20 SPECIFICATION SECTION 2547. 4 25 INCLUDES FURNISHINGS AND INSTALLATION. SEE SHEET 26 FOR MORE INFORMATION. S.Y. 26 INCLUDES MATERIAL, LABOR, AND TESTING ASSOCIATED WITH PROVIDING AND INSTALLING WATER MAIN, INCLUDING 5 INSULATION, HANGERS CASING, SPACERS AND END SEAL. SEE SPECIAL PROVISION AND SHEET 15. REINFORCING STEEL 27 INCLUDES ALL MATERIAL AND LABOR REQUIRED TO MANUFACTURE AND INSTALL PER IOWA DOT STANDARD CABLE SPLICES AND CONNECTORS SPECIFICATION 2407. SEE SHEET 29. 2404- 7775005 27 INCLUDES FURNISHING PRECAST COLUMN MOLDS TO CITY. 224,259 28 & 29 INCLUDES FURNISHING AND PLACING PLANTS, SOIL, AND MULCH. SEE SHEET 39 FOR MORE INFORMATION. DESIGN TEAM HOWARD R.GREEN COMPANY EXCAVATE AND DEWATER 777007 estanae \ \hra5ls\ data\ CAD \188000J \Brfinal \1880007hrn ESTIMATED BRIDGE QUANTITIES r ITEM N0. ITEM CODE ITEM UNIT DIVISION I TOTAL DIVI (J 2 T TA' I A B ILT QUANTITY 1 2301- 0685550 BRIDGE APPROACH PAVEMENT,AS PER PLAN S.Y. 671 1 OUTLETS FOR LONGITUDINAL, TRANSVERSE, AND BACKSLOPE SUBDRAINS 2 2402 - 2720000 EXCAVATION, CLASS 20 CU. YD. 280 10 -17 -06 1 3 2403 - 0100010 STRUCTURAL CONCRETE (BRIDGE) CU. YD. 1411 RK -20 4 -17 -07 4 2403 - 7302000 COLORED SEALER COATING FOR STRUCTURAL CONCRETE S.Y. 1478 TEMPORARY STREAM CROSSING OR CAUSEWAY RM -37 5 2404- 7775000 REINFORCING STEEL LB. 78,494 ✓I I Ij k --' CABLE SPLICES AND CONNECTORS 6 2404- 7775005 REINFORCING STEEL,EPDXY COATED LB. 224,259 7 2405- 2705000 EXCAVATE AND DEWATER L.S. 1 8 2407 - 0562130 BEAMS, PRETENSIONED PRESTRESSED CONCRETE BT 130 EACH 24 9 2408- 7800000 STRUCTURAL STEEL LB. 18,746 10 2412 - 0000100 LONGITUDINAL GROOVING IN CONCRETE S.Y. 2024 II 2414 - 6424119 CONCRETE BARRIER RAILING, AESTHETIC L.F. 792 12 2414- 6460000 ORNAMENTAL METAL RAILING L.F. 877 13 2501 - 0201057 PILES,STEEL,HP 10 x 57 L.F. 3096 14 2501 - 0201253 PILES,STEEL,HP 12 x 53 L.F. 4212 15 2501 - 5374060 TEST PILE L.S. I 16 2501 - 6335010 PREBORE HOLES L.F. 576 17 2507- 6800061 REVETMENT CLASS E TON 587 18 2513- 0471000 CONCRETE BARRIER,APPROACH,AS PER PLAN EACH 4 19 2523-0000100 LIGHTING POLES EACH B 20 2523- 0000200 ELECTRICAL CIRCUITS L.F. 1324 21 2523- 0000310 HANDHOLES AND JUNCTION BOXES EACH 8 22 2523- 0000400 CONTROL CABINET EACH I 23 2533 - 4980005 MOBILIZATION L.S. I 24 2547- 0000100 TEMPORARY STREAM ACCESS L.S. 1 25 2594- 8995030 BENCHES EACH 8 26 2598 - 8805616 WATERMAIN, DUCTILE IRON, 16 IN. L.F. 436 27 2599- 9999005 PRECAST DECORATIVE COLUMN EACH 4 28 2611 - 0000100 SHRUBS, FURNISHED AND INSTALLED (WITH WARRANTY) EACH 38 29 2611- 0000200 TREES, FURNISHED AND INSTALLED (WITH WARRANTY) EACH 18 STANDARD ROAD PLANS m- The follo inq Standard Road Plans shall be considered applicable to construction work on this project . Number Date Sheets Title RF -19C 10 -18 -05 1 SUBDRAINS (LONGITUDINAL) RF -19E 4 -17 -07 1 OUTLETS FOR LONGITUDINAL, TRANSVERSE, AND BACKSLOPE SUBDRAINS RH -50 4 -17 -07 1 JOINTS (TRANSVERSE CONTRACTION) RH -51 10 -17 -06 1 JOINTS (LONGITUDINAL CONTRACTION) RH -52 4 -17 -07 1 JOINTS (EXPANSION) RK -20 4 -17 -07 3 DOUBLE REINFORCED 12" APPROACH RL -16 10 -19-04 1 TEMPORARY STREAM CROSSING OR CAUSEWAY RM -37 4 -29 -99 1 JUNCTION BOX (CAST IRON) RM -40 9 -21 -99 1 CABLE SPLICES AND CONNECTORS DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED SEE SHEET 3 FOR GENERAL NOTES, SPECIFICATIONS, AND DESIGN STRESSES. PRESTRESSED CONCRETE BEAM BRIDGE DIVISION I= 80% FEDERAL AID PARTICIPATION AND 207 CITY MATCH I - 131-7 CENTER SPAN, 2 - 130' -7 END SPANS QUANTITIES DIVISION 2 = NON- FEDERAL AID PARTICIPATION - 100% CITY PARTICIPATION STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 2 OF 39 FILE NO. DESIGN NO. JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -11 -52 SHEET NUMBER 2 r GENERAL NOTES: IT IS THE INTENT OF THIS DESIGN TO CONSTRUCT A 392' -9 x 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE ON McCOLLISTER BLVD.OVER THE IOWA RIVER. THIS BRIDGE SUPERSTRUCTURE IS DESIGNED FOR HS20- 44, PLUS 20 LBS. PER SQUARE FOOT OF ROADWAY FOR FUTURE WEARING SURFACE. THE BRIDGE SUBSTRUCTURE IS DESIGNED FOR HS25 LOADING, PLUS 20 LBS. PER SQUARE FOOT OF ROADWAY FOR FUTURE WEARING SURFACE AND WIDENING THE BRIDGE TO FOUR LANES. THE CITY AND UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY THE BRIDGE CONTRACTOR OF THE CONSTRUCTION STARTING DATE. THE BRIDGE CONTRACTOR IS ENCOURAGED TO TAKE FULL ADVANTAGE OF SPECIFICATION 1105.15 -- VALUE ENGINEERING INCENTIVE PROPOSAL. A PAMPHLET AND CONCEPTUAL PROPOSAL FORM WILL BE AVAILABLE AT THE PRECONSTRUCTION CONFERENCE. THE APPROACH FILLS AS SHOWN ARE NOT PART OF THIS CONTRACT,BUT ARE PART OF PROJECT HDP - 3715(628)- -71 -52 AND SHALL BE IN PLACE BEFORE ABUTMENT PILES ARE DRIVEN. THE BRIDGE CONTRACTOR IS TO LEVEL OFF AND SHAPE THE BERMS TO THE ELEVATIONS AND DIMENSIONS SHOWN.SEE SHEET 12. EXCAVATION QUANTITIES FOR THE ABUTMENTS ARE BASED ON THE ASSUMPTION THAT ABUTMENT FILLS ARE IN PLACE PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE BRIDGE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SITES FOR EXCESS EXCAVATED MATERIAL. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. 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 CITY. ALL PILES,SHALL BE DRIVEN WITH IOWA DOT APPROVED DRIVING EQUIPMENT BASED ON IOWA DOT WAVE EQUATION ANALYSIS TO OBTAIN THE REQUIRED BEARING CAPACITY. SEE IOWA DOT CONSTRUCTION MANUAL CHAPTER 11.25 FOR ADDITIONAL INFORMATION. TRANSVERSE GROOVING OR TINING IN THE PLASTIC CONCRETE OF THE BRIDGE DECK (AND BRIDGE APPROACH SECTIONS) IS NOT ALLOWED. LONGITUDINAL GROOVES WILL BE CUT IN THE CONCRETE USING A MECHANICAL CUTTING DEVICE. THESE BRIDGE PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION (5al IS 'INCH DIAMETER BARUNGLISH REINFORCING STEEL RECEIVED IN THE FIELD MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR DESIGNATION" IS THE STAMPED IMPRESSION ON THE REINFORCING BARS,AND IS EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS. ENGLISH SIZE BAR DESIGNATION 3 10 4 13 5 16 6 19 7 22 8 25 9 29 10 32 11 36 THE BRIDGE CONTRACTOR SHALL PREBORE HOLES FOR ABUTMENT PILES.HOLES SHALL BE BORED TO THE ELEVATIONS SHOWN ON THE "LONGITUDINAL SECTION ALONG CENTERLINE ROADWAY" ON DESIGN SHEET 4. PILES SHALL BE DRIVEN THROUGH THE HOLES TO AT LEAST THE SPECIFIED DESIGN BEARING. CONCRETE BARRIER RAILS PLACED USING THE SLIPFORM METHOD WILL REQUIRE THE USE OF A CLASS BR CONCRETE IN ACCORDANCE WITH ARTICLE 2513.038 OF THE STANDARD SPECIFICATION. CAST -IN -PLACE BARRIER RAILS SHALL USE CLASS C MIX. CLASS D CONCRETE IS NOT PERMITTED FOR CONCRETE BARRIER RAILS (CAST -IN -PLACE OR SLIPFORMED METHOD). THE BRIDGE CONTRACTOR SHALL SCHEDULE AND PERFORM ALL WORK WITHIN AND NEAR THE RIVER ACCORDING TO THE SPECIAL CONDITIONS OUTLINED BY THE CORPS OF ENGINEERS AND IOWA DEPARTMENT OF NATURAL RESOURCES PERMITS. DESIGN TEAM HOWARD R.GREEN COMPANY 14!2007 estanae 0:' CAD' I h r.n NOTE: POLLUTION PREVENTION IS NOT INCLUDED IN THESE PLANS. SEE PROJECT HDP- 3715(628)-- 71 -52. TRAFFIC CONTROL PLAN NOTE: THIS STRUCTURE IS BEING CONSTRUCTED ON A NEW ALIGNMENT AND THE ROAD WILL NOT BE OPEN TO TRAFFIC UNTIL AFTER COMPLETION OF CONSTRUCTION.THE BEAMS IN THE EAST SPAN ARE NOT TO BE SET UNTIL NAPOLEON LANE TRAFFIC IS REROUTED. NOTE: ROADWAY QUANTITIES NOT INCLUDED IN THESE PLANS. SEE PROJECT HDP - 3715(628)-- 71 -52. 130' -7 131-7 130' -7 ^ �. '- STA.896 +49.25 I STA.897 +79,83 I STA.899 +11.42 BRG. W. ABUT. @ PIER 1 R PIER 2 @ McCOLLISTER BLVD. McCOLLISTER BLVD. McCOLLISTER BLVD. ' k 900 (TYP.) 7 'i 0 897 898 PIER 899 900 � McCOLLISTER BLVD, —I 'TA. 900 +42.00 BRG. E. ABUT. a McCOLLISTER BLVD. I I I I FOUNDATION LAYOUT SPEC I F I CAT I ONS: DESIGN: AASHTO SERIES OF 2002. CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2001, PLUS APPLICABLE GENERAL SUPPLEMENTAL DESIGN FOR 00 SKEW SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS 392' -9 X 57' -6 PRETENSIONED AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. PRESTRESSED CONCRETE BEAM BRIDGE DESIGN STRESSES: I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH THE AASHTO STANDARD GENERAL NOTES SPECIFICATIONS FOR HIGHWAY BRIDGES,SERIES OF 2002 STATION: 898 +45.63 McCOLLISTER BLVD. REINFORCING STEEL IN ACCORDANCE WITH SECTION 8,GRADE 60. AT IOWA RIVER AUGUST 2007 CONCRETE IN ACCORDANCE WITH SECTION 8, f'c = 3,500 PSI OR 4,000 PSI PRESTRESSED CONCRETE BEAMS, SEE SHEET 23. JOHNSON COUNTY STRUCTURAL STEEL IN ACCORDANCE WITH SECTION 10 ASTM A709 GRADE 36, IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION GRADE 50 & GRADE 50W ( AASHTO M270 GRADE 36, GRADE 50,& GRADE 50W). DESIGN SHEET NO. 3 OF 39 FILE NO. DESIGN NO. JOHNSON COUNTY I PROJECT NUMBER HDP - 3715(634)- -71 -52 I SHEET NUMBER 3 670 W. ABUT. BRG. P.G. EL. 651.29 PROPOSED GRADE LINE �_ PIER I (FIXED) P.G. EL. 653.08 J.' j PIER 2 (FIXED) P.. EL. 654.36 G r E. ABUT. BRG. P.G. EL. 654.89 OFFSET ELEV 670 a' ELEV 660 660 42.58 636.8 900 +11.40 42.58 a` 3 :1 NORMAL 896+68.45 0 637.0 900 +11.40 0 3:1 NORMAL X11 LOW SEAT �I�BOTTOM OF FOOT. EL. 643.71 73 -HP 10 x 57 BOTTOM OF PREBORE _ EL. 628.06 896 +72.95 40.58 640 PIER TOP aQ50 I PIER TOP , - LOW SEAT - - - - - _ - _ _ _ I EL. 645.50 EL. 646.84 - EL. 643.56 �� EXISTING -� I BOTTOM OF r GROUND LINE _ _ - - _ _ - i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ FOOT. EL. 640.06 (FUTURE) BERM EL. = 641.90 - - - - - - - 56' -HP 10 x 57 40' -HP 12 x 53 BOTTOM OF FOOTING -",",'\_B 41' -HP 12 x 53 EL. TOM CLASS 'E' REVETMENT BOTTOM OF ;;;OTTOM OF FOOTING �„ i�l;i `�� 2' -0 THICKNESS W /GEOTEXTILE PREBORE _ EL. 613.00 SCOUR EL. = 604.2 „ II;; `�� FABRIC UNDERLINER (TYP.) BERM EL. 628.06 I I = 645.70 640 637.0 BI 30 630 620 620 42.58 6 B2 896 +53.75 0 600 600 1' -6 WATER LINE TO i TIE INTO ROADWAY / CONSTRUCTION (TYP.) / z / / 1 C3 Ld NIx � } o a N 3 _- c�io o = u Q _ ` 1 ND OF BRIDGE APPROA 89 J.' ir N ^ OFFSET ELEV STATION a' ELEV IL 896 +69.05 42.58 636.8 900 +11.40 42.58 a` A2 896+68.45 LONGITUDINAL SECTION ALONG � ROADWAY W./A4UT. ORG.1 - I ER I 6ABUT. BRG. PIER I 4.`896 +49.25 STA. 897 +79.83 3AI // 3, -70 , /! BERM a4:_ q•i 6 3 4.3 `B3 i E 3, 5 395' -9 FACE TO FACE OF PAVING NOTCH of I �I� I 898 M N N 0 - N I III I 0 ICI II I r rF , 14' -0 i 14' -0 (TYP.) I (TYP.) , i , 392' -9 � ABUT. - � ABUT. 131' -7 j PIER I - � PIER 2 130' -7 j PI 16" R WATER LINE W/2 "INSULATION , (SEE SPECIAL PROVISION) I 1�1 I WALK { { - -- - - - - - -- ggg iii i McCOLLISTER D.PGL- �BLVD. PGL BRIDGE I ICI STA. 898 +45.63 I III WALK I 1 I,I W a O S I TUAT I ON PLAN NAPOLEON LANE (EXISTING -TO BE CLOSED AT BRID SEE SHEET 6) - I I I I I I I E. ABUT. BRG. I I I E. (ABUT. BRG. I STA. 9094,42.00 I I' I PI I BI 4�. °a9•.ba�•b a I I III AZT{ I I B2I ,I - I} 1 III I I BERM I I BENCH MARK: #7 RR SPIKE IN NORTH SIDE OF POWER POLE /TRANSFORMER AT NORTH SIDE OF ENTRANCE TO BOWLING ALLEY, WEST SIDE OF I IGO.Aj 218 ELEV. = 652.17 pp n:. 1 , PROPOSED GRADE ON McCOLLISTER o BLVD. ELEV.= 656.50 L= 550.00' 4 1 • 7 PVC STA. 897 +50.00 PVT STA. 903 +00.00 ELEV. 652.69 ELEV. 653.75 I , I I A3 I B3 I 1 � I \ 64 .7i I I I I L I I I I � I I I I � I I I I I , I I � 6; BERM SLOPE LOCATION TABLE WEST ABUTMENT BRIDGE EAST ABUTMENT HYDRAULIC DATA STATION OFFSET ELEV STATION OFFSET ELEV AI 896 +69.05 42.58 636.8 900 +11.40 42.58 637.0 A2 896+68.45 0 637.0 900 +11.40 0 637.0 A3 896 +72.95 40.58 635.5 900 +11.40 40.58 637.0 BI 896 +53.75 42.58 641.90 900 +37.50 42.58 645.7 B2 896 +53.75 0 1 641.90 900 +37.50 0 645.7 IB31896+53.751 40.58 1 641.90 900+37.501 40.58 1 645.7 END OF BRIDGE HYDRAULIC DATA PROACH i{13y50 - _ DRAINAGE AREA = 3285.0 SQ. M1. DESIGN DISCHARGE = 22,500 C.F.S. DESIGN HIGH WATER ELEV.= 640.5 STREAM SLOPE = 0.00016 FT. /FT. HP BRIDGE WATERWAY AREA = 4793 SQ.FT. DESIGN VELOCITY = 4.69 F.P.S. Qlo = 14,500 C.F.S. STAGE ELEV.= 638.4 Q50 = 22,500 C.F.S. STAGE ELEV. = 640.5 (DESIGN) Q100= 31,000 C.F.S. STAGE ELEV. = 642.1 Q500= 47,000 C.F.S. STAGE ELEV. = 644.4 EXT. H.W. ELEV. = 642.05 (1993) ANTICIPATED SCOUR ELEV.= 604.2 TRAFF I C EST I MATE 2030 ADT,14,200 VPD 5% TRUCKS LOCATION McCOLLISTER BLVD.OVER IOWA RIVER T- 79- N,R -6 -W SECTION 22 IOWA CITY TOWNSHIP JOHNSON COUNTY CITY OF IOWA CITY DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENS I ONED PRES-T-R-ESSED CONCRETE -BEAM- BRIDGE PLAN NOTES: 1 - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS I.UNITS ARE IN FEET UNLESS OTHERWISE NOTED. SITUATION PLAN 2.THIS STRUCTURE TO BE BUILT UNDER THE CONDITIONS OF: STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 - ARMY CORPS OF ENGINEERS 404 NATIONWIDE PERMIT NO. 14 JOHNSON COUNTY IDNR PERMIT NO. 2007 -164. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 4 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 4 8/16/2007 drnaxwel \ \hrgsls \data\ CAD \188000J\.Brfl nal \128000J.brq 67 -- ---- - - - - --- j W. ABUT. BRG. P.G. ELEV. 651.07 ------------------------- �_ PIER - f1F1�( ED)----------------------------------------- -PfER -2 {FIXED) - - - - -- — --------------------------------j--E,A$LFT:$RG------------------------ TO 66 0 - - - - - -- NOON P.G. ELEV. 653.08 P.G. ELEV. -- NOON- NOON -- f-o- ------------------- - - - - -- NOON -- ------------------------------------------ - - - - -- GRADE LINE 654.36 NOON -- ------------------------------------------ P.G. ELEV. 654.89 - - - - -- NOON -- --------- - - - - -- NOON -- 6 ' 1 -- -- - -- ----- - - - NORM---------- --- ---------- -- ------- - - - - -- ----- - - - - -- - - --- --- - J NORMAL - DENS. CORE CORE 0 BLOW* PL ' FS ]SAMPLE SHELBY —H 0— WATER MM— MO 3•I NORMAL 8/8/2007 chersin 0: \C7 640 - - - - - - - - - -- -- - - - -r-_ STIFF91LPV'CLW -- - - - - -- -- ------------------ - - - - -- Q50---------------- - - - - - - _ BXISfIND NOON NOON -- 5.0 �� T - ' ,f GROUND LINE - BERM-EL. - 641 -30• - - - -- -120 - - - - NOON -- - NOON -- NOON -�- ----------------- - -------------------------------------------------- NOON - - --- -------------------------- ------------------- - NOON - NOON- - _.n - - = -_ - - --- ._-_- - - -- - - - - - -- - - - - - -- --- - --� � - - -- NOON -- -� �P 640 630 630 620 620 B1 N =2 SILTY SAND _ _ _ _ I N =' l0.---- --------------- -------- -- - - -- — - - -- - -- - - - - - - - - - - - - - - — - NOON-- SH.YSANJfi- -- ------- - - -_ -- =— — — - -�— _ 0 5.5 ::CE: ■ :: c :<;:F.Bili`:$AND z:;>: <:>: ><: ' ;;;:;::;:;......::: :;:::<;> ::::::::::.::::::::.... -...::. .... N.. 1S ................,.,..::::::::::::::: --- --- - - -121 ■ _ N=? 2------------------ -------- ---- ---- ----- -- -- -- �, ► -- IBOTZ4M�- OF•F-04T4NG----- ---------- - - - --- - - - --- ��, -14$ D2 ■ N =22 VERY FIRM GLACIAL CLAY V ��° L V.61 .00 SCOUR ELEV. = 604.2 TRAIL _ BERM EL 645 70 — — --- - '-- NOON- - (FUTURE) - NOON -- -------------------------------- CLASS 'E' RIPRAP 477-0 A4-0 F-F-04T-ING-- --- -------- --- --- - - - - -2 0_IHLCKNES&X/=EY_LLE--- ELEV. .00 FABRIC UNDERLINER (TYP.) _C1 D 600 NOON 27.0 _113 ■ _d27_-- - - - -__ 63 l�. N =18 -------------------------- - - - - -- NOON -- -- - - - -- - ---- - - -- -- NOON- -- D4■ N =24 D4 ■ N =19 VERY FIRM GLACIAL CLAY D4 ,0- i�20 - - -84 ■�- N= 44 D5 ■ N =20 - - - - -- NOON NOON -- --------------------------------- NOON - NOON NOON -- NOON -- 0 590 ------ - - -J15 ■ - N=- 2& ---------------------- -- -------- --- ----- -- --D5 ■ N =15 ---- -------------------------- - - - - -- NOON -- -tie t -N=1&--------------------- D6 ■ N =20 NOON -- ----------------------- --- ----- - - - - -- NOON-- 590 D7 N=24 ...... ,:....... ., - - NOON -- -- - NOON -- - - - - -- NOON -- - .- .- ._..:. -..... ... ------------- - - - - -- NOON -- tea t -N sa IGHLYWFAT`HEf EffCIMESTONE - -- ■ N -2a "'` "' " " " " " "`° NOON- - - -- NOON -- -------------------- - - - - -- NOON -- - - - - - -- NOON -- NOON- 580 570 ----- - - - - -- ----------------------------------- - - - - -- - - - - -� -- - - - - -- NOON -- ---------------------------------------------------------------------------------------------------------- VERY FIRM SANDY GLACIAL CLAY HIGHLY WEATHERED LIMESTONE ;. N =58 - - - - -- NOON -- 7 560 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -- NOON -- 560 550 - ------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- 550 540 --------- ------------------------------------------------------------ -------------- B -1 &2 -------------------------------------- D 0 g- 3--------------------------------------------------------------- 0 - - - - -- NOON -- 540 530 530 / /1' -6 / / I / I 6.3 W. ABUT. BRG. A. 896 +49.25 LONGITUDINAL SECTION ALONG � ROADWAY 395'-9 FACE TO FACE OF PAVING NOTCH 392' -9 ABUT. - ABUT. JRGA-1 IER 1 I 131' -7 PIER I - PIER 2 J BIER 2 STA. 899 +11.42 I I I I III WALK LI I 130' -7 � P LPL 498 89 1'I 3 McCOLLISTER -- — - — --1-- -- -- -- - -- -- - - --I- — BLVD-PGL-- BRIDGE ` — 111 STA. 898 +45.63 111 WALK ep tl 1 E. ABUT. BRG. I I - I E. 1ABUT, BRG. I STA. 909442.0 1 I• I I I I ap•�� �•o s�•b� I I 'R2 2 ®4emoSe -m 4•� 6 '° 6�•_0 6 I �I roes: E.d VA I >41.7 - T - — - I I 641.7 - - -� 90Q_ -}�.- _ 1-- -- -- 3'-0 L I BERM 11 I I I I I 1 I I 1 THIS SHEET IS INCLUDED TO SHOW SOIL INFORMATION. DETAILS AND NOTES SHOWN ELSEWHERE -I N THESE PLANS SHALL BE USED FOR f j ,&TRUCTURE CONSTRUCTION. NOTE: R I," r, OILS MAY VARY BETWEEN BORINGS. I J IE'$ NDARD SPECIFICATION 1104.01. I, BLOW COUNT LAYER — N. BLOWS B2 ■ 5 F. LAYER THICKNESS (ft.) LOCATION McCOLLISTER BLVD. OVER IOWA RIVER T-79 -N, R -6 -W SECTION 22 IOWA CITY TOWNSHIP JOHNSON COUNTY CITY OF IOWA CITY GEOTECHNICAL DESIGN I hereby ""0\ "'p{ E S S 1, "44, under my supervision and �that engines i y decisions with �y R' ..4��ry% PressiagleEngin�rs�under�thJeylassJOf1hetS Tate M loam = w; TIMOTHY T. °– WILES �,. 12939 IIIIIGIIII 11 \l \\\ \\�"` r— or ,,pea rYnn My license renewal date Is December 31, 2007 Pages or sheets covered by this seal: SHEET 5 -- �bp'•°,ep•o 64.0 °,• . DESIGN FOR 00 SKEW 392'-9 X 57' -6 PRETENSIONED ' 1 ( PRESTRESSED CONCRETE BEAM BRIDGE ' 64 1 . 7. 1 - 131' -7 CENTER SPAN, 2 - 130'-7 END SPANS 11 1 I SOIL PROFILE � STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 5 OF 39 FILE NO. DESIGN NO. N COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 5 �574 L 3-0 — — BERM , I - ' /) , o r `m Bier , °s$•: °b�: 634.8 4 m�2 • °�,� 1 � 1 ' DENS. CORE CORE 0 BLOW* PL ' FS ]SAMPLE SHELBY —H 0— WATER MM— MO DESIGN TEAM HOWARD R.GREEN COMPANY 8/8/2007 chersin 0: \C7 LONGITUDINAL SECTION ALONG � ROADWAY 395'-9 FACE TO FACE OF PAVING NOTCH 392' -9 ABUT. - ABUT. JRGA-1 IER 1 I 131' -7 PIER I - PIER 2 J BIER 2 STA. 899 +11.42 I I I I III WALK LI I 130' -7 � P LPL 498 89 1'I 3 McCOLLISTER -- — - — --1-- -- -- -- - -- -- - - --I- — BLVD-PGL-- BRIDGE ` — 111 STA. 898 +45.63 111 WALK ep tl 1 E. ABUT. BRG. I I - I E. 1ABUT, BRG. I STA. 909442.0 1 I• I I I I ap•�� �•o s�•b� I I 'R2 2 ®4emoSe -m 4•� 6 '° 6�•_0 6 I �I roes: E.d VA I >41.7 - T - — - I I 641.7 - - -� 90Q_ -}�.- _ 1-- -- -- 3'-0 L I BERM 11 I I I I I 1 I I 1 THIS SHEET IS INCLUDED TO SHOW SOIL INFORMATION. DETAILS AND NOTES SHOWN ELSEWHERE -I N THESE PLANS SHALL BE USED FOR f j ,&TRUCTURE CONSTRUCTION. NOTE: R I," r, OILS MAY VARY BETWEEN BORINGS. I J IE'$ NDARD SPECIFICATION 1104.01. I, BLOW COUNT LAYER — N. BLOWS B2 ■ 5 F. LAYER THICKNESS (ft.) LOCATION McCOLLISTER BLVD. OVER IOWA RIVER T-79 -N, R -6 -W SECTION 22 IOWA CITY TOWNSHIP JOHNSON COUNTY CITY OF IOWA CITY GEOTECHNICAL DESIGN I hereby ""0\ "'p{ E S S 1, "44, under my supervision and �that engines i y decisions with �y R' ..4��ry% PressiagleEngin�rs�under�thJeylassJOf1hetS Tate M loam = w; TIMOTHY T. °– WILES �,. 12939 IIIIIGIIII 11 \l \\\ \\�"` r— or ,,pea rYnn My license renewal date Is December 31, 2007 Pages or sheets covered by this seal: SHEET 5 -- �bp'•°,ep•o 64.0 °,• . DESIGN FOR 00 SKEW 392'-9 X 57' -6 PRETENSIONED ' 1 ( PRESTRESSED CONCRETE BEAM BRIDGE ' 64 1 . 7. 1 - 131' -7 CENTER SPAN, 2 - 130'-7 END SPANS 11 1 I SOIL PROFILE � STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 5 OF 39 FILE NO. DESIGN NO. N COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 5 670 W. ABUT. BRG. P.G. ELEV. 651.29 PROPOSED GRADE LINE PIER I (FIXED) P.G. ELEV. 653.08 PIER 2 (FIXED) P.G. ELEV. 654.36 CE E. ABUT. BRG. P.G. ELEV. 654.89 670 I 660 660 I E. ABUT. BRG. A Bz ('-6 / 10. REMOVE REGION 1 CAUSEWAY. 64 1. 3:1 NORMAL BERM-1 I I R SEE NOTE 4 BELOW. 13 3:1 NORMAL 4. REMOVE REGION CAUSEWAY. E.IABUTARG. I V (TOTAL CAUSEWAY `VOLUME REMAINING = 2105 C.Y.) 640 ;,. - - - - - - - -I - �� BERM EL.= 641.90 - - - - - EXISTING GROUND LINE-/ SPAN I SPAN 2 - ' I - - - - - - - I - - - - - - - - - - "" BOTTOM OF FOOTING ELEV. 613.00 „ 11111 �, Z Q50 I TOP OF CAUSEWAY I EL. = 635.0± - - - - _ - �� "I" SCOUR ELEV. = 604.2 "" „ 11111 ,� SPAN 3 + _ ' / 1� � - TRAIL 1. - - - - - - (FUTURE) BERM EL. = 645.70 CLASS 'E' REVETMENT BOTTOM OF FOOTING 2'-0 THICKNESS W /GEOTEXTILE ELEV. 613.00 FABRIC UNDERLINER (TYP.) 640 (TOTAL = Y.) 630 630 620 620 1 STA.896 +49.25 (TOTAL CAUSEWAY VOLUM = 5158 C.Y.) 0 / / 777 (LOCATI ON OF 600 600 1 LONGITUDINAL SECTION ALONG � ROADWAY 395' -9 FACE TO FACE OF PAVING NOTCH 392-9 � ABUT. - � ABUT. BENCH MARK: #7 RR SPIKE IN NORTH SIDE OF POWER POLE /TRANSFORMER AT NORTH SIDE OF ENTRANCE TO OWIIN�_ACLE•Y, WEST SIDE OF OLD HIbNWAY I_2_I8 ELEV. = 652.17 r IY (I ACTUAL WIDTH OF CAUSEWAY TO BE DETERMINED BY CONTRACTOR. POSSIBLE NO WORK IS PERMITTED OUTSIDE OF CONSTRUCTION LIMITS. VOLUME OF CAUSEWAY BASED ON 25' -0 WIDTH. CONSTRUCTION SEQUENCE -� I. CONSTRUCT REGION 40 CAUSEWAY. (TOTAL CAUSEWAY VOLUME = 726 C.Y.) W.AOUX.BpG. PIER 1 131' -7 j PIER I - PIER 2 130' -7 PH I� 777_7 PI - -ER I -- - - - - - TOP OF Q I � � - - - - -- I PIER 2 [TA A7 +7Q A� CTA a00i11 d) CAUSEWAY 6 34. 8 \ T B3 3 >< / 1 / I 200 MAX. ++ _ ° r Pikry 1' -6 CONC. ~ SECTION 6' -0 LONG (TYW.)_�L - - 1 -, T I lLti I° I 1 14' -0 i 14' -0 (TYP.) I (TYP.) 39' -0 1 15' -0 J 1 / I A G,E MESH SAFETY FENCE (TYP.) 1 x Ev TE 2. I z 0 I IL TRAIL (FUTURE) J- ' w EXISTING RIP RAP Er 0 0 x i OR CLASS 'E' REVETMENT In ORIGINAL RIVER BANK C,4 z O 1 A pm Fjo, 11 E98 N II I McCOLLISTER I BLVD. PGL BRI CE I COFFER DAM COFFER DAM STA.8 81*45.6 °v WALK I � v CONSTRUCTION LIMITS 1 IN CHANNEL (TYP.) W 43' -0 1 15' -0 NAPOLEON LANE �_ (EXISTING) 1 Q I 0(ir SITUATION PLAN 1..L_ * m U s O 1 5f W I ^ 6'-0 LONG p ~ 1 V CONC. PIPE SECTION TRAIL (FUTURE) O Q 0 I o EAST SIDE ONLY _ 1 1' -Ot fop 4' -0 EDGE OF WATER I 6' 0 1 FISH HABITAT PLAN SLOPE SECTION A -A VARIES DESIGN TEAM HOWARD R.GREEN COMPANY /14ll-,nA7 Fstanne 0:,CAU`.18800nJ'.Brfir�aI` i?flI1 11,Lbrn Y L6 UNIT 2. CONSTRUCT PIER 2 (EAST PIER) AND REGION �3 TEMPORARY STREAM ACCESS 8. REMOVE REGIONS AND CAUSEWAY. I I CAUSEWAY. (TOTAL CAUSEWAY VOLUME = 2831 C.Y.) I E. ABUT. BRG. A Bz ('-6 / 10. REMOVE REGION 1 CAUSEWAY. 64 1. 3. SET BEAMS IN SPAN 3. (PIER 2 TO E. ABUT.) BERM-1 I I R SEE NOTE 4 BELOW. 13 I 4. REMOVE REGION CAUSEWAY. E.IABUTARG. I V (TOTAL CAUSEWAY `VOLUME REMAINING = 2105 C.Y.) STA. Og4-42.00 eemeoo &'`bb'. I ALONG TOP OF BANK 100 -FEET DOWNSTREAM AND � LOCATION OF ( I I 5. CONSTRUCT PIER I(WEST PIER) AND REGION in CAUSEWAY. CAUSEWAY VOLUME 4059 6.3 (TOTAL = Y.) IAI B1 �I W. ABUT. BRG. 6. CONSTRUCTION REGION 2i CAUSEWAY. aa�o °s °• °.sa ° : °. 1 STA.896 +49.25 (TOTAL CAUSEWAY VOLUM = 5158 C.Y.) Q / / 777 (LOCATI ON OF ACCESS WILL BE MADE PER LUMP SUM. THE UNIT PRICE (FISH HABITAT I I 1 1 U / I BI Al 0 o L!J^J FENCE AS SHOWN ON THIzSE PLANS. TRANSPORTATION _ vI I4i I I I TO TEMPORARY STREAM ACCESS. .ate° a °.�� •a, 1 >_ U /N CL Q N Q N BLVD. SEE PROJECT HDP- 3715(628)- -71 -52 FOR ROADWAY WORK. Q 11 N _ CL A2 CL \ 0 o k Q BERM 1 �� �, N J - 1 LONGITUDINAL SECTION ALONG � ROADWAY 395' -9 FACE TO FACE OF PAVING NOTCH 392-9 � ABUT. - � ABUT. BENCH MARK: #7 RR SPIKE IN NORTH SIDE OF POWER POLE /TRANSFORMER AT NORTH SIDE OF ENTRANCE TO OWIIN�_ACLE•Y, WEST SIDE OF OLD HIbNWAY I_2_I8 ELEV. = 652.17 r IY (I ACTUAL WIDTH OF CAUSEWAY TO BE DETERMINED BY CONTRACTOR. POSSIBLE NO WORK IS PERMITTED OUTSIDE OF CONSTRUCTION LIMITS. VOLUME OF CAUSEWAY BASED ON 25' -0 WIDTH. CONSTRUCTION SEQUENCE -� I. CONSTRUCT REGION 40 CAUSEWAY. (TOTAL CAUSEWAY VOLUME = 726 C.Y.) W.AOUX.BpG. PIER 1 131' -7 j PIER I - PIER 2 130' -7 PH I� 777_7 PI - -ER I -- - - - - - TOP OF Q I � � - - - - -- I PIER 2 [TA A7 +7Q A� CTA a00i11 d) CAUSEWAY 6 34. 8 \ T B3 3 >< / 1 / I 200 MAX. ++ _ ° r Pikry 1' -6 CONC. ~ SECTION 6' -0 LONG (TYW.)_�L - - 1 -, T I lLti I° I 1 14' -0 i 14' -0 (TYP.) I (TYP.) 39' -0 1 15' -0 J 1 / I A G,E MESH SAFETY FENCE (TYP.) 1 x Ev TE 2. I z 0 I IL TRAIL (FUTURE) J- ' w EXISTING RIP RAP Er 0 0 x i OR CLASS 'E' REVETMENT In ORIGINAL RIVER BANK C,4 z O 1 A pm Fjo, 11 E98 N II I McCOLLISTER I BLVD. PGL BRI CE I COFFER DAM COFFER DAM STA.8 81*45.6 °v WALK I � v CONSTRUCTION LIMITS 1 IN CHANNEL (TYP.) W 43' -0 1 15' -0 NAPOLEON LANE �_ (EXISTING) 1 Q I 0(ir SITUATION PLAN 1..L_ * m U s O 1 5f W I ^ 6'-0 LONG p ~ 1 V CONC. PIPE SECTION TRAIL (FUTURE) O Q 0 I o EAST SIDE ONLY _ 1 1' -Ot fop 4' -0 EDGE OF WATER I 6' 0 1 FISH HABITAT PLAN SLOPE SECTION A -A VARIES DESIGN TEAM HOWARD R.GREEN COMPANY /14ll-,nA7 Fstanne 0:,CAU`.18800nJ'.Brfir�aI` i?flI1 11,Lbrn Y L6 UNIT 2. CONSTRUCT PIER 2 (EAST PIER) AND REGION �3 TEMPORARY STREAM ACCESS 8. REMOVE REGIONS AND CAUSEWAY. I I CAUSEWAY. (TOTAL CAUSEWAY VOLUME = 2831 C.Y.) I E. ABUT. BRG. A Bz I 10. REMOVE REGION 1 CAUSEWAY. 64 1. 3. SET BEAMS IN SPAN 3. (PIER 2 TO E. ABUT.) BERM-1 I I R SEE NOTE 4 BELOW. I '� I 4. REMOVE REGION CAUSEWAY. E.IABUTARG. I V (TOTAL CAUSEWAY `VOLUME REMAINING = 2105 C.Y.) STA. Og4-42.00 eemeoo &'`bb'. I ALONG TOP OF BANK 100 -FEET DOWNSTREAM AND � LOCATION OF ( I I 5. CONSTRUCT PIER I(WEST PIER) AND REGION in CAUSEWAY. CAUSEWAY VOLUME 4059 //",-FISH HABITAT \\ (TOTAL = Y.) IAI B1 �I 6. CONSTRUCTION REGION 2i CAUSEWAY. aa�o °s °• °.sa ° : °. 1 REVETMENT PER IDOT STD. ROAD PLAN RL -16. AFTER (TOTAL CAUSEWAY VOLUM = 5158 C.Y.) 1 a��a�•.° a=;o ab' 7. SET BEAMS IN SPAN 2. (PIER I TO PIER 2) UNIT 6 _ TEMPORARY STREAM ACCESS 8. REMOVE REGIONS AND CAUSEWAY. I (TOTAL CAUSEWAY OLUME REMAINING = 1954 C.Y.) kl9� III 9. SET BEAMS IN SPAN I. (W. ABUT. TO PIER I) A Bz I 10. REMOVE REGION 1 CAUSEWAY. Ij \ (CAUSEWAY REMOVAL = 1954 C.Y.) BERM-1 I I R PLAN NOTES: -1. NO WORK IS ALLOWED WITHIN CHANNEL OUTSIDE OF CONSTRUCTION LIMITS. 2.ORANGE MESH SAFETY FENCING SHALL BE INSTALLED eemeoo &'`bb'. I ALONG TOP OF BANK 100 -FEET DOWNSTREAM AND °•�°e _�`_• 50 -FEET UPSTREAM OF TOP OF CAUSEWAY WITH aqo �bqo ` OPENING AT CAUSEWAY. NO CONSTRUCTION ACTIVITY IS PERMITTED ON THE CHANNEL SIDE OF FENCE. A3J � 83 1 3. CAUSEWAY TO BE CONSTRUCTED WITH CLASS 'E' REVETMENT PER IDOT STD. ROAD PLAN RL -16. AFTER I I I BEING REMOVED BY CONTRACTOR IT SHALL BE DELIVERED I I 64 '' TO MESQUAKIE PARK. PAYMENT FOR TEMPORARY STREAM ACCESS WILL BE MADE PER LUMP SUM. THE UNIT PRICE BID IS TO INCLUDE COST OF ALL MATERIALS AND LABOR I I 1 1 REQUIRED TO CONSTRUCT AND REMOVE CAUSEWAY IN STAGES, INCLUDING INSTALLATION OF CONCRETE PIPE SECTIONS, FISH HABITAT AND ORANGE MESH SAFETY FENCE AS SHOWN ON THIzSE PLANS. TRANSPORTATION I / I AND UNLOADING OF USED MATERIALS, AS DIRECTED BY THE CITY SHALL BE CONSIDERED INCIDENTAL I I I TO TEMPORARY STREAM ACCESS. 4. BEAMS BETWEEN PIER 2 AND THE EAST ABUTMENT (SPAN 3) SHALL NOT BE PLACED UNTIL NAPOLEON LANE IS RELOCATED AND TRAFFIC REROUTED TO McCOLLISTER N BLVD. SEE PROJECT HDP- 3715(628)- -71 -52 FOR ROADWAY WORK. ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY STREAM ACCESS L.S. I JOHNSON COUNTY I PROJECT NUMBER DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENS I ONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS CONSTRUCTION LIMITS STATION 898 +45 63 M COI LISTER BLVD c AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 6 OF 39 FILE NO. DESIGN NO. HDP - 3715(634)- -71 -52 I SHEET NUMBER 6 12' -0 (FUTURE) BEAMS 10' -821 7'- I - - — - — - - — - - - M - - o m BEARINGS 6' -321 6' -0 I I L 3 4 SP. c 1' -0 = 4' -0; 10 -4c1 8 SP. a 8 = 5' -4; 18 I' -0 (TYP. -IOal) 35-6 PIER � McCOLLISTER BLVD. 34-6 3'-6 28 4 SPA. 6 i 4 SPA. 28 (TYP.) 12' -0 34 @ 3q I 2, 6 i (FUTURE) N I' -0 I 7' -1 7' -I 3' -6 7' -1 7' -1 7' -1 10' -821 3' 11 LONG KEYWAY BEVELED 2 8( YP.)SEESHHEET 13. 4a3 I I I I I I I I I PIER 4cl I 1 I I - =-3- - — — - i — - - — - - — --- - — - — - — — - - - - - - - - I I I I I I 1 7' -1 7' -1 7' -1 I 9'-021 7' -1 7' -1 6'-0 6'-3, z BEARING SEAT PLAN I 8 5 24 S. D I-6 = 36-0 11-0 25 -4c4 & 4C5 14 SP. a 5 = 5'-10;30-4c3 14 SP. 0 5 = 5'-10; 30 -4c 4c2 REINFORCEMENT PLAN 1'-0 _ I I _ SYMMETRIC ABOUT � PIER III j McCOLLISTER BLVD. 3 HANGER FOR PRECAST COLUMN 4a3 (TYP.)(SEE SHEET 29) I 5 I 8-1 I WIDENED PIER CAP FOR INSTALLATION OF PRECAST 3 COLUMN (SEE SHEET 29) 4 SP. 1' -0 = 4'- 0;10 -4a1 SECTION A —A 8 SP. e B = 5'-4; 18 -4c2 I I �4cl 4, 4c2 121 MIN. CL. (TYP.) 3 UNLESS OTHERWISE SHOWN i II C 2 SPA. I' 0 I 1' -8 = 3' -4 I,_4 3 -9 I, I F, 1' -0 I' -52 EL. = 646.22 5n2 I 1.: 5 SPA. 0 I -4 6 EL. = 646.19 I' -6 = 7' -6 EL. = 646.05 I I I' -0 I EL. = 645.91 5nl I' -OI U I 2 -4" 10 CORRUGATED EL. = 645.75 I METAL POST- TENSIONING DUCT (CAPPED) M - EL. = 645.50 - - I 5n I-taFt±Z±- -0 x 0' -3 BEVELED 4Y. TOP OF COLUMN - 4 WD FOOTING (TYP.) DUCT (CAPPED) M - EL. = 645.50 - - I 5n I-taFt±Z±- -0 x 0' -3 BEVELED 4Y. TOP OF COLUMN - 4 WD FOOTING (TYP.) 9 SPA. & 2'-0 = 18' -0 LL I I 20'-9 I EL.= 617.00 -4 1' -0 2 -9 Snl g EL. = 645.95 EL. = 645.79 1013 IOa2 i EL.= 645.54 Il�l�ifi[�II � 4a3 I' -0 (TYP. -IObQ IObI �O Q 0 m 7 an Q.. in, ri lI�I 90 -9d2 C (EACH FACE) D 90 -9d1 a (EACH FACE) ti 4f l- 1 8g2 4f2 I II II 22'-6 II ELEVATION ' DESIGN TEAM HOWARD R.GREEN COMPANY P. /14 /i 1J7 estangc 0: CAD" 188000J\,Brfinal'.188000.1.br-1 8gl �l4 J U 0 - O ^ CL d > 0 of ow J -1cL in I c 0 10 -IOaI & IOa2 G `j SECTION B —B I 10 -I0al & IOa2 1 SECTION D —D SECTION C —C SPLICE BAR VERTICALLY ::4 4c3 NOTES: SEE SHEET 8 FOR SECTION E -E, FOOTING PLAN AND REINFORCEMENT. SEE SHEET 8 FOR ADDITIONAL NOTES. DESIGN BEARING FOR THE PIER PILE IS 64 TONS (INCLUDING SEAL COAT). DESIGN FOR 00 SKEW W.114 8g 2 392 -9 X 57' -6 PRETENS I ONED PRESTRESSED CONCRETE BEAM BRIDGE 4 1- IPIERTENO.NI DETAINLSANS g STATION: 898 +45.63 McCOLLISTER BLVD. END V I E W AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY (CAP REINFORCEMENT NOT SHOWN) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 7 OF 39 FILE NO. DESIGN NO. JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 7 Q.. in, ri lI�I 90 -9d2 C (EACH FACE) D 90 -9d1 a (EACH FACE) ti 4f l- 1 8g2 4f2 I II II 22'-6 II ELEVATION ' DESIGN TEAM HOWARD R.GREEN COMPANY P. /14 /i 1J7 estangc 0: CAD" 188000J\,Brfinal'.188000.1.br-1 8gl �l4 J U 0 - O ^ CL d > 0 of ow J -1cL in I c 0 10 -IOaI & IOa2 G `j SECTION B —B I 10 -I0al & IOa2 1 SECTION D —D SECTION C —C SPLICE BAR VERTICALLY ::4 4c3 NOTES: SEE SHEET 8 FOR SECTION E -E, FOOTING PLAN AND REINFORCEMENT. SEE SHEET 8 FOR ADDITIONAL NOTES. DESIGN BEARING FOR THE PIER PILE IS 64 TONS (INCLUDING SEAL COAT). DESIGN FOR 00 SKEW W.114 8g 2 392 -9 X 57' -6 PRETENS I ONED PRESTRESSED CONCRETE BEAM BRIDGE 4 1- IPIERTENO.NI DETAINLSANS g STATION: 898 +45.63 McCOLLISTER BLVD. END V I E W AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY (CAP REINFORCEMENT NOT SHOWN) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 7 OF 39 FILE NO. DESIGN NO. JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 7 90 -9d2 C (EACH FACE) D 90 -9d1 a (EACH FACE) ti 4f l- 1 8g2 4f2 I II II 22'-6 II ELEVATION ' DESIGN TEAM HOWARD R.GREEN COMPANY P. /14 /i 1J7 estangc 0: CAD" 188000J\,Brfinal'.188000.1.br-1 8gl �l4 J U 0 - O ^ CL d > 0 of ow J -1cL in I c 0 10 -IOaI & IOa2 G `j SECTION B —B I 10 -I0al & IOa2 1 SECTION D —D SECTION C —C SPLICE BAR VERTICALLY ::4 4c3 NOTES: SEE SHEET 8 FOR SECTION E -E, FOOTING PLAN AND REINFORCEMENT. SEE SHEET 8 FOR ADDITIONAL NOTES. DESIGN BEARING FOR THE PIER PILE IS 64 TONS (INCLUDING SEAL COAT). DESIGN FOR 00 SKEW W.114 8g 2 392 -9 X 57' -6 PRETENS I ONED PRESTRESSED CONCRETE BEAM BRIDGE 4 1- IPIERTENO.NI DETAINLSANS g STATION: 898 +45.63 McCOLLISTER BLVD. END V I E W AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY (CAP REINFORCEMENT NOT SHOWN) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 7 OF 39 FILE NO. DESIGN NO. JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 7 II 3' -3 � 0 3' -I _I 1-6 J I_ N N D -2 ,D -2 D =2 o =z e' -7 � 5'-9 I' -4 4e2 4el 4a6 4C4 4n2 9dl ° 39' -0 1' -10 �6 D =2 2' -9 '- D =104` BENT BAR DETA I LS 239 15' -9 4C5 IO(j2 NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA IObI I f SYMMETRIC ABOUT CL PIER (UNLESS OTHERWISE SIIOWN) SECTION E -E 4 ART. i = 38' -6 166 -9d1 & 9d2 � COLUMN V -0 x P -0 x 0' -3 BEVELED KEYWAY, TOP OF FOOTING (TYP.) lei 0 =2 4nl >1 -S 1 4cl, 4c2, 4c3 REINFORCEMENT LAYOUT 52 -HP 12 X 53 PILES FOOTING PLAN DESIGN TEAM HOWARD R.GREEN COMPANY 3'14, - PC,, -tdn9e 0: AlIIIIIIIHIM"i '[611111 JOHNSON COUNTY REINFORCING BAR LIST - PIER NO.I BAR LOCATION SHAPE I N0. LENGTH 405 45' -0 A, A 25' -4 1 68 22' -6 3-6 3' -6 1 3' -6 3' -6 3' -6 3' -6 I' -6 1 37 2 44 SP. a ABT. 1' -0 = 44' -8 I _ IODI CAP BOTTOM LONGITUDINAL �� •' 45 -4f1 40' -0 688 a 1 N 4cl CAP STIRRUPS �''� 1 ,i f 1'�0 VARIES 0 _ 4c2 CAP STIRRUPS SYMMETRIC ABOUT 36 VARIES 609 W 4c3 CAP STIRRUPS _ STIRRUPS ® ^ m CL PIER (UNLESS OTHERWISE SHOWN) 1 4c4 1=] COLUMN & FE FOOTING of 251 a- TOP OF FOOTING REINFORCEMENT LJ 25 18' -9 313 V9dl N n -- _________________________________ ___ ____ __ ________ ______________ 180 T T 1 1 T T T 1 1 I 9d2 N — -J IT 4�1 - -IT 4 If ��I- yr - Ir- 4T --11L . 12,801 I -------------------- Q4e1 COLUMN TIES t D N 19' -6 469 z 4e2 60LUNTN_TIES f:7 90 23' -7 1418 I TEST PILE n gy - BEVELED KEYWAY, TOP OF FOOTING (TYP.) vl N II N 2 89 SP. a ART. 6 = 44' -8 I 90 -891 REINFORCEMENT LAYOUT 52 -HP 12 X 53 PILES FOOTING PLAN DESIGN TEAM HOWARD R.GREEN COMPANY 3'14, - PC,, -tdn9e 0: AlIIIIIIIHIM"i '[611111 JOHNSON COUNTY REINFORCING BAR LIST - PIER NO.I BAR LOCATION SHAPE I N0. LENGTH I Ba l I FOOTING BOTTOM. TRANSVERSE I— 1 90 1 II' -8 1 2804 1 I REINFORCING STEEL - TOTAL (LI CONCRETE PLACEMENT QUANTITIES LOCATION TOTAL (C.Y.) 246.8 ESTIMATED PIER QUANTITIES ITEM I UNIT QUANTITY PIER NOTES: MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR IS TO BE 2' UNLESS OTHERWISE NOTED OR SHOWN. IOal & 1081 SHALL EXTEND 1'-0 BEYOND FINISHED PIER CAP. EXPOSED END SHALL BE PAINTED WITH A ZINC RICH PAINT. THE UNIT BID FOR "REINFORCING STEEL" SHALL INCLUDE THE ZINC RICH PAINT. PILE DIMENSIONS SHOWN ARE AT BOTTOM OF FOOTING.BATTER PILES 4:1 IN THE DIRECTION SHOWN. THE LUMP SUM BID ITEM.-EXCAVATE AND DEWATEIY.SHALL INCLUDE ALL COSTS ASSOCIATED WITH USEDSHALL H GH�R THICK TIME OFNCONSTRUCTION ELEVATION TH THICKER G40.5. SEAL COAT THE MAYA BE R REQUIRED. THE BRIDGE ENGINEER SHALL BE NOTIFIED BEFORE USING A THICKER SEAL COAT. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. THE UNIT 811) FOR "STRUCTURAL CONCRETE (BRIDGEY SHALL INCLUDE 4' 0 CORRUGATED METAL POST - TENSIONING DUCT IN PIER CAP FOR FUTURE USE, TEST PILE LOCATION MAY BE CHANGED WITH APPROVAL OF ENGINEER. DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS PIER NO. I DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. B Or 39 FILE NO. DESIGN NO PROJECT NUMBER HDP- 3715(634)- -71 -52 I SHEET NUMBER R 405 CAP SIDES LONG.ITUDINA II I" A, A 25' -4 1 68 406 CAP END `'�`' t0( 5' -7 1 37 N _ IODI CAP BOTTOM LONGITUDINAL �� •' 4 40' -0 688 a 1 m 4cl CAP STIRRUPS �''� 1 ,i f 1'�0 VARIES 301 4c2 CAP STIRRUPS IP 36 VARIES 609 W 4c3 CAP STIRRUPS _ STIRRUPS [P 60 VARIES 1122 4c4 1=] 25 15' -0 251 Q4c5 _CAP _ __ __ CAP STIRRUPS LJ 25 18' -9 313 V9dl FOOTING TO COLUMN DOWELS -� 180 RV -4 6324 9d2 COLUMN VERTICAL — 180 20' -11 12,801 I Q4e1 COLUMN TIES t D 36 19' -6 469 z 4e2 60LUNTN_TIES f:7 90 23' -7 1418 I Ba l I FOOTING BOTTOM. TRANSVERSE I— 1 90 1 II' -8 1 2804 1 I REINFORCING STEEL - TOTAL (LI CONCRETE PLACEMENT QUANTITIES LOCATION TOTAL (C.Y.) 246.8 ESTIMATED PIER QUANTITIES ITEM I UNIT QUANTITY PIER NOTES: MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR IS TO BE 2' UNLESS OTHERWISE NOTED OR SHOWN. IOal & 1081 SHALL EXTEND 1'-0 BEYOND FINISHED PIER CAP. EXPOSED END SHALL BE PAINTED WITH A ZINC RICH PAINT. THE UNIT BID FOR "REINFORCING STEEL" SHALL INCLUDE THE ZINC RICH PAINT. PILE DIMENSIONS SHOWN ARE AT BOTTOM OF FOOTING.BATTER PILES 4:1 IN THE DIRECTION SHOWN. THE LUMP SUM BID ITEM.-EXCAVATE AND DEWATEIY.SHALL INCLUDE ALL COSTS ASSOCIATED WITH USEDSHALL H GH�R THICK TIME OFNCONSTRUCTION ELEVATION TH THICKER G40.5. SEAL COAT THE MAYA BE R REQUIRED. THE BRIDGE ENGINEER SHALL BE NOTIFIED BEFORE USING A THICKER SEAL COAT. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. THE UNIT 811) FOR "STRUCTURAL CONCRETE (BRIDGEY SHALL INCLUDE 4' 0 CORRUGATED METAL POST - TENSIONING DUCT IN PIER CAP FOR FUTURE USE, TEST PILE LOCATION MAY BE CHANGED WITH APPROVAL OF ENGINEER. DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS PIER NO. I DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. B Or 39 FILE NO. DESIGN NO PROJECT NUMBER HDP- 3715(634)- -71 -52 I SHEET NUMBER R 12' -0 JTURE) BEAMS PIER--, McCOLLISTER BLVD. 35' -6 34' -6 1' -0—�' 1 ' -6 z 7'-1 7'-1 .I �i3' -62 2 1 7' -1 0 I 1 I I I I I 0 -- -I 1 1 — � BEARINGS 6' -3i 6' -0 _7111_ T -I 2e 12' -0 T -I 1 T -I I 9' 0 i 1 T -I 1 i' -I 1 6' -0 6' -3, BEARING SEAT PLAN 1'-0 (TYP.-IOal) ,1001, I _ L_ _ - - - - — A1 3 4 SP. v 1' -0 = 4' -0; c e SP. v 8 = 5' -4; 8 I 5 1' -0 24 SP. v I' -6 = 36' -0 25 -404 & 4C5 14 SP. v 5 = 5' -10; 30 -4c3 14 SP. v 4.2 REINFORCEMENT PLAN 1'-° I k- SYMMETRIC ABOUT FL PIER II � McCOLLISTER BLVD. UNLESS OTHERWISE SHOWN r II C 2 SPA. v 1' -O I I 1' -8 = 31 -4 1•_4 1'_0_ 1 I1 "_O 3' -9 -5z EL. = 647.56 5n2 1 1 5 SPA. n '1-' 6 EL. = 647.52 1 I' -6 - V -6 EL - 647 38 1 11 - -n-, 1 EI _ = se 11111 2 -4" 6 CORRUGATED EL.= 647.24 5nl 1' -0I METAL POST- TENSIONING EL.= 647.10 _ DUCT (CAPPED) 'i EL = 646.84 —� - - 5nl- -0 x 0' -3 BEVELED AY TOP OF COLUMN 3 Iruluncl v 3'4 7' -I 7' -1 10' -8i 403 (TYP.HSEE SHEET 29) • `-4 3' -II LONG KEYWAY FORMED BY IOa2 I EL.= 646.88 BEVELED 2X8 (TYP.)SEE SHEET 13. III 4a3- I U[Obb CL PIER 4cl 1 � I I I' -0 (TYP. -IObD 9 SPA.* 2' -0 = I8' -0 90 -9d2 T -I 1 T -I I 9' 0 i 1 T -I 1 i' -I 1 6' -0 6' -3, BEARING SEAT PLAN 1'-0 (TYP.-IOal) ,1001, I _ L_ _ - - - - — A1 3 4 SP. v 1' -0 = 4' -0; c e SP. v 8 = 5' -4; 8 I 5 1' -0 24 SP. v I' -6 = 36' -0 25 -404 & 4C5 14 SP. v 5 = 5' -10; 30 -4c3 14 SP. v 4.2 REINFORCEMENT PLAN 1'-° I k- SYMMETRIC ABOUT FL PIER II � McCOLLISTER BLVD. UNLESS OTHERWISE SHOWN r II C 2 SPA. v 1' -O I I 1' -8 = 31 -4 1•_4 1'_0_ 1 I1 "_O 3' -9 -5z EL. = 647.56 5n2 1 1 5 SPA. n '1-' 6 EL. = 647.52 1 I' -6 - V -6 EL - 647 38 1 11 - -n-, 1 EI _ = se 11111 2 -4" 6 CORRUGATED EL.= 647.24 5nl 1' -0I METAL POST- TENSIONING EL.= 647.10 _ DUCT (CAPPED) 'i EL = 646.84 —� - - 5nl- -0 x 0' -3 BEVELED AY TOP OF COLUMN 3' -6 4 SPA. 3 HANGER FOR v 3'4 PRECAST COLUMN 403 (TYP.HSEE SHEET 29) • `-4 DUCT) 1002 IOa2 3' -6 4 SPA. 6 141 4 SPA. v 3'4 EL. = v 314 • `-4 DUCT) 1002 IOa2 I EL.= 646.88 3'`0 III I U[Obb 0 P I I 2a (TYP.) A 4cl I} MIN.( (TYP.) 3 1 - I WIDENED PIER CAP FOR g 3 INSTALLATION OF PRECAST COLUMN (SEE SHEET 29) 4 SP. v 1' -0 = 4' -0; IO -4cI SECTION A -A -8 SP. v 6 = 5' -4; 18 -4c2 Snl I 0 0 10 -10al & IOa2 1 I I r. a 4: SECTION B -B I 10 -10a1 & 1002 1 SECTION C -C BAR ALLY ­111 4a5 4c5 g EL. = 647.14 IOal �1�0 IOa2 iii EL.= 646.88 -��ll III I 1.5 0 P I I IObI I' -0 (TYP. -IObD I 0 0 10 -10al & IOa2 1 I I r. a 4: SECTION B -B I 10 -10a1 & 1002 1 SECTION C -C BAR ALLY ­111 4a5 4c5 ener �1�0 o AND FOOTING (TYP.) iii -��ll III I 1.5 � M I 0 0 10 -10al & IOa2 1 I I r. a 4: SECTION B -B I 10 -10a1 & 1002 1 SECTION C -C BAR ALLY ­111 4a5 4c5 o AND FOOTING (TYP.) 4a3 I 1.5 � M IObI I' -0 (TYP. -IObD 9 SPA.* 2' -0 = I8' -0 90 -9d2 C B (� 0 m ,� 1 9d2 NOTES: SEE SHEET 10 FOR SECTION E -E, (EACH FACE) �� e 1 9d2 FOOTING PLAN AND REINFORCEMENT. Obl SEE SHEET 8 FOR ADDITIONAL NOTES. °- 12' -0 14' -9 20' -9 1 m_ (FUTURE) I 90 -9d1 gy m N n I 4'-6 I 4 6 DESIGN BEARING FOR THE PIER PILE SECTION D- D IS 64 TONS (INCLUDING SEAL COAT). 11-9 I (EACH FACE) m I 4fl EL: 617.00 1 A DESIGN FOR 0° SKEW o - - - - -- - - - -- -I ""agz """" """"" '- sal 8g2 392' -9 X 57' -G PRETENSIONED Q 4f2 PRESTRESSED CONCRETE BEAM BRIDGE II II II .I(4 1 - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS 22' -6. l5 U 4r 1 PIER NO.2 DETAILS Bgl _ r Bg1 STATION: 898 +45.63 McCOLLISTER BLVD. a 0 ~ END VIEW EW AT IOWA RIVER AUGUST 2007 ELEVATION o w JOHNSON COUNTY (CAP REINFORCEMENT NOT SHOWN) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 9 OF 39 FILE 110. DESIGN NO.. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY PROJECT NUMBER HOP- 3715(634)- -71-52 SHEET NUMBER 9 2/14/20137 estaoge 0: CAW, IE8110UJ` 3, final \IEBUOUJ.brq 0 ° 6i �D =2 le2 TF] 4n2 .Cal 3' -3 D -z m 4a6 4c4 D =9} 9dl 0 3F 6 L i D= IO�I 2 BENT BAR DETAILS 3' -9 15' -9 4C5 I0o2 NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIA IObl 19' -3 82 SP. N ABT. ; = 38'-6 SYMMETRIC ABOUT 166 -9d1 & 9d2 rE PIER (UNLESS COLUMN OTHERWISE SHOWN) I SECTION E -E 4e2—� _i rte_ x I' -0 x 0' REVELED KEYWAY, , TOP OF FOOTING (TYP.) -I F1 4nl r -N 4cl, 4c2, 4c3 -I REINFORCING BAR LIST - PIER NO.2 EAR — L OCATION SFMPE N0. LENGTH Boll CAP TOP,LONGTUDINAL LONGITUDINAL LONGITUDINAL V) _ 0' IObl CAP BOTTOM LONGITUDINAU Q CO 4cl CAP STIRRUPS 4c2 CAP STIRRUPS 4c3 CAP STIRRUPS LIJ 4.4 CAP STIRRUPS 4.5 CAP STIRRUPS Q U9dl FOOTING TO COLUMN DOWELS 9d2 COLUMN VERTICAL c) 4el COLUMN TIES z 4e2 COLUMN TIES 342 1 REINFORCING STEEL - TOTAL (LEIS.) 39,517 CONCRETE PLACEMENT QUANTITIES LOCATION QUANTITY TOTAL (C.Y.) 252.9 ESTIMATED PIER QUANTITIES ITEM I UNIT I QUANTITY m 4 .29'-2 78 TEST PILE 4 25' -4 68 NOTE: SEE SHEET 8 FOR PIER NOTES. 10 5' -7 37 BEE BEVELED KEYWAY, I q 40' -0 v p sea d m VARIES 301 _ _ p _20 36 VARIES 609 _ p 60 VARIES 1122 t-1 25 15' -0 251 _ LJ 25 18' -9. 313 PRESTRESSED CONCRETE BEAM BRIDGE J 180 10' -4 6324 — 180 22' -4 13 6G8 H PIER NO.2 DETAILS 90 -891 TD 38 19-6 495 _ ff 95 23' -7 1497 342 1 REINFORCING STEEL - TOTAL (LEIS.) 39,517 CONCRETE PLACEMENT QUANTITIES LOCATION QUANTITY TOTAL (C.Y.) 252.9 ESTIMATED PIER QUANTITIES ITEM I UNIT I QUANTITY m m . -0 x 0' -3 x 1' I TEST PILE NOTE: SEE SHEET 8 FOR PIER NOTES. � - BEE BEVELED KEYWAY, I d m TOP OF FOOTING (TYP.) DESIGN FOR 00 SKEW m _ - 392' -9 X 57' -G PRETENSIONED _ PRESTRESSED CONCRETE BEAM BRIDGE °1 2 89 SP. & ART. 6 = 44' -8 I I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS H PIER NO.2 DETAILS 90 -891 REINFORCEMENT LAYOUT PILING LAYOUT ATAIOWA RIVERSS3 MGc °LUSTER BLVD. AUGUST 2007 52 -HP 12 x 53 PILES JOHNSON COUNTY FOOTING PLAN IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 10 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER I 0 8!14!2007 estaoge O:. CAD .18R000J'.Hr(Ina1�15E0OUJ.Urq 2.07. BENCH MARK: #7 3' -2 - - -- - --- - --- RR SPIKE IN NORTH SIDE OF POWER 7 -0 I' -7 POLE/ TRANSFORMER AT NORTH SIDE :- C OF ENTRANCE TO BOWLING ALLEY, ¢ TOP OF - SLOPE -SLAB I -- - \ WEST SIDE OF OLD HIGHWAY 218 z a I EL. = 652.17 u° o Sg I eg 3 eg I 6RH _J_____ -____ � I - f Iii - _ I _ __ I _ I ;'S d7 III 111 I 5- 11\ 6g4 i l - - 1115d10 I I �-Sd1011I III i ill # III III 5d8- CO STR. I' -3 I I III JOINTS Sd2 °w 8g FRONT I I I w 1/ AND BACK III 2' -0 OPENING FOR WATER MAIN III 5d8 ° I I I I (E. ABUT.)* III m a I 6 4 CD ,# z %I� ill w m I — — DO 5d3 �4t m _ 3 x 3 BAR °J m FIELD BEND _-j- - ' COIL R00— - axa DAN - KEYWAY FORME BY Bf n BEVELED 2x8 BOTT.OF &Bf4 5p2 r �" FTG. EL 2 CL 2 CL (SEE TABLE LL ON SHEET 11) 1 ° *SHIFT REINFORCEMENT TO AVOID WATER MAIN 1 8f4 1 5p Sp ( 2z PART REAR ELEVATION AT ABUTMENT OPENING AND EXTEND OUT A BACKWALL.PLACEE FOR 4 2z CL. 3 -0 L. BACK FACE (WINGS NOT SHOWN ) CASING END SEAL AND CASING SPACERS TO CENTER PIPE.SEE SECTION BELOW. 83' -2 PART SECTION B - B 16' -91 7 BEAM SPACES 7' -1 = 49' -7 16' -91 7' -I (3 -7: 8 3 SEE SHEET 14 FOR END SECTION DIMENSIONS AND REINFORCEMENT. 13' -7• NO 8 3 ..11 SPACING FOR N THIS REGION 1' -8 4 SP. a 11' = 3' -9 P -8 I SAME SPACING BETWEEN BEAMS �N THIS REGION 75 - 891 BACK FACE 31 15 SP.& ART. 1' -8 —° I' -8 IS SP.O ABT. 3} 67 - 8g FRONT FACE g 1'-0 = 14' -10 EL ABUT. g _ Sd2 & Sd3 47 - 893 BACK FACE EIRE. I' -0 = 14' -10 71 - SKI & 5K2 BACK FACE e I- 4t1 8 1 5d5 3.0 0 COIL ROD sl 1, 3x3 BA I 1 _I 13 FIELD t0 _ BEND 0 2' -0 DIAMETER P.V.C. PIPE - -- AS NEEDED 5d5 1O n FOR ENO SEAL 891 9 i7 I' -7 TYP. 16° P WATER MAIN SKI - 6g42 6g1 eg3 51K2 8 6g4 5d6 ( MIN. LAP 5d8 5d7 (MIN. LAP AT PE = 2' -2 ) AT CE = 2'-2 ) Sd8 1I °I1 KEYWAY FORMED END SEAL NON METALLIC O w LLBY BEVELED 2x8 5p2 2" PIPE INSULATION ' 1' I 8f4 II' 11 - CASING SPACER N - P II "II II' 11 ` SECT I ON THROUGH WATER MAIN a II `IT p -II' Sp2 j1iI1 NOTES: 11,,11 ; II II. THE SPIRAL AT THE TOP OF EACH PILE DESIGN FOR 00 SKEW 11 11 11 it To BE 7 TURNS OF No. 2 BAR, 21^ DIAMETER, 392' -9 X 57' -6 PRETENSIONED 3' PITCH WITH 2 - Lax e x e SPACERS PRESTRESSED CONCRETE BEAM BRIDGE KEYWAY FORMED L PUNCHED TO HOLD SPIRAL. i - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS BY BEVELED zxB d SEE SHEET 12 FOR NOTES, SECTION C-C, ABUTMENT DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. iv r AND ADDITIONAL ABUTMENT DETAILS. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY PART SECTION A - A I' -4 IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. _ 11 Of 39 FILE NO. DESIGN NO._ DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 2085 JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 8 %14/2007 esi.ange 0:•. CAR `I &4000J',B,flnal`IE8000J.trq BENCH MARK: 47 RR SPIKE IN NORTH SIDE OF POWER POLE /TRANSFORMER AT NORTH SIDE OF ENTRANCE TO BOWLING ALLEY, WEST SIDE OF OLD HIGHWAY 218 El. = 652.17 8f3 o _ I n 1 io 42'-8 (WEST ABUT.) _ ____ 40' -8 (WEST ABUT.) _.. - k _.___ 40'-8 40 (EAST 7 (WESTUABUTJ 42' -8 (EAST ABUT) L.E BEAMS Il L'. 1 ) I II t {! �� 19 PILE SPACES R 4' -2 79' 2 ____ EL E- ELF r EL. G -� 38' 7 (WEST ABUT.) 2' -I FjELTID EL. H 38' -7 (EAST ABUT.) 40' -7 (EAST ABUT.) I'- 5 $P. I'- I'- TYP. SPI DOUBLE m EL C _ _ EL. J i Bfl ABT, HOOP SPACING a EL A EL B - - - - _ EL K (1 1 1 1 J +. "A v ( -� ABUT. BRG. 8f4 & P PILES TEST PILE L BACK' FACE ' GP OF ABUTMENT -9 8fI MIN. LAP McCOLLISTER BLVD. I I I I I I i' CL PILE i � PILE 1 4I' -2 (WEST ABUT.) 1 39' -2 (WEST ABUT.) 39' -2 (EAST ABUT.) 41' -2 (EAST ABUT.) ABUTMENT PILE PLAN COMPACTED GRANULAR BACKFILL BETWEEN WINGS SEE "SUBDRAIN DETAILS' SUBGRADE EL. 4 L � ' G G NH APPROACH FILLS ARE TO BE COMPLETED TO THIS LINE BEFORE STARTING ABUTMENT CONSTRUCTION. POROUS BACKFILL SEE .L I. / "SUBDRAIN DETAILS" p I A L A o I SUBDRAIN SEE ";I —� "' 3 "SUBDRAIN DETAILS" -- " FOR ALIGNMENT PAY LIMIT FOR AND SLOPE 2' -2 3' -0 I' -6 CLASS 20 EXCAVATION ABUTMENT EXCAVATION DETAILS ABUTMENT STEP DIAGRAM (LOOKING UPSTATION ) TABLE OF ABUTMENT STEPS TABLE OF ABUTMENT ELEVATIONS STEP WEST ABUTMENT EAST ABUTMENT POINT WEST ABUTMENT EAST ABUTMENT a 3 3 EL. A 643.56 647.21 b 14 Ia EL.B 641.81 647.46 c I4 i4 EL C 643.96 647.61 d I q 13 EL. D 644.10 647.75 e e ! EL.E 644.25 647.89 f 15 1 q EL F 644.28 - 647.93 9 Iq -- - -1q EL.G 644.14 647.79 h 13 143 EL. 1-1 644.00 647.65 j 3 3 j EL. J 643.85 __.. 647.50 EL.' 643.60 647.25 BOTTOM I G. EL. 640.06 643.71 LOCATION OF ELEVATIONS ON SHEET 14. 11-0 4� CL. c6g4 PART SECTION C -C ABUTMENT NOTES: MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR 15 TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN. THE DESIGN BEARING FOR THE ABUTMENT PILES IS 48 TONS. SEE SHEET 17 FOR REINFORCEMENT BAR DETAILS. STEPS SHALL BE PLACED MONOLITHICALLY WITH PILE CAP. 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 ENGINEE4 SHALL BE PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE. 24 - HPIO x 57 STEEL BEARING PILING REQUIRED AT EACH ABUTMENT. TEST PILE LOCATION MAY BE CHANGED WITH APPROVAL OF ENGINEER. EACH PILE LOCATION SHALL BE PREBORED 12 FEET AND FILLED WITH A BENTONITE SLURRY. DESIGN FOR 00 SKEW 392' -9 X 57'-6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS ABUTMENT DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 12 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 20851 JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 I SHEET NUMBER 12 0 E w d a � a m m 7 3 x 3 FOR DETAILS OF RAIL AND RAIL REINFORCING CL MCCOLLISTER BLVD ,1 SEE BARRIER RAIL SHEETS 25 & 26. 10' -0 2'-D 34' -0 2' -0 B' -0 WALK 7' -6 BUMP—OUT )— TRAIL � STRUCTURE— I OI 17 0 26' -0 TANGENT ON 20% SLOPE (PIER & ABUT.) '- ,1, 3�__ __ 29' -0 TANGENT ON 2.0% SLOPE 2.0% SLOPE - PARABOLIC PARABOLI CROWN CROWN TYP. 5bl SPACING 8 71 6 SP. R 9 71 81 I I 962 SPACING II 7 SP. @ 9 e ,ITT l i 5 I BARS AT (TOP OF SLAB) q' -6 I (TOP OF SLAB) I 5' -3 5j1 BARS AT 10 11 % 10 �'S (BETWEEN I 1 �SYh1METRICAL ABOUT 1'S (BETWEEN 6a BARS I� !'�� 6a BARS IN _TYP. 5bl SPACING II 77 5 II I IN TOP OF SLAB) 9 SP.O AST. 8} = 7' -2 TOP OF SLAB) - - -- (BOTTOh1 OF SLAB) N 5' -3 P.G. I CL ROADWAY UNLESS OTHERWISE SHOWN I 3 SP n 8 =12,_0 10 -9b3 (TOP OF SLAB) 81 2 SP. e 8 = 2' -0 1' -0 1 x 8 x 0' -8 6J'2 BARS AT I 1 561 1 561 I _� 6 9 SP. e AST. Bi = T -2 i SP. 8 = 2' -0 INDENTATION 1 GJ CL'S (BETWEEN 1 f " —' - -' 10-Sb4(80TTOM OF SLAB) I 561 9b2 (TOP) & ( _ 6a & 10 CL'S SPACED e 2' -0 I BOTTOM OF IN SLAB I N I I 1 1 1 561(BOTTOtA) � 2 Sb5 U -BOLTS 3 SP. & 8 = 2':0 1 I_ 1 9,' (MIN.) TO t TOP OF BEAM m Sd10 1� 5d2 I. 6 1 SEE CSHEET COLUMN C 5dl Sd3 Lk 5d9 jL 1 Sd3 & 5 d 4 —E5 II I I Sei 1 ea x I' -3 COIL I I 1 I —{— I I ROD (BENT ). I 1 9g2 CONSTRUCTION JOINT i.q u I' -3 I I CL 16' WATERMAIN I COIL ROD (TYP.) 1 ----------- ��\�I ,\�\ I I 1 I WITH 2 ' INSULATION I i I SLAB AREA = 37.35 SQ. FT. 11 3' -61 1 3' -61 rL I I E NOMINAL ' ' 'INCLUDE E I 7 BEAM SPACE AT 7' -I = 49' -7 II INCH HAUNCH. I 10' -8i HALF SECTION NEAR ABUTMENT HALF SECTION NEAR FIXED PIERS NOTE: FOR DETAILS OF INTERMEDIATE DIAPHRAGMS SEE SHEET 22. SUPERSTRUCTURE N OT E S: I' -I THE BRIDGE CONTRACTOR SHALL NOTE THE BRIDGE DECK SHALL BE CONCRETE WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI. X s E STRAIGHT LINE STRAIGHT LINE BETWEEN HAUNCHES TOP OF UNCHES THE FLOOR SLAB AS SHOWN INCLUDES } "INTEGRAL WEARING SURFACE. m� THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED MONOLITHICALLY WITH THE FLOOR SLAB. MATERIAL FOR NEOPRENE PIER I - SPAN 2 COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO PADS TO BE OF 70 BE INCLUDED IN THE PRICE BID FOR STRUCTURAL CONCRETE (BRIDGE Y — DUROMETER NEOPRENE. ALL BEAMS ARE TO BE SET VERTICAL. FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED 2'-0,' ALL BEARINGS EXCEPT AS NOTED BY THE PRESTRESSED CONCRETE BEAMS. NOTE: CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING COST OF MATERIAL, LAYOUT, AND LABOR TO INSTALL NEOPRENE BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN. PADS SHALL BE INCLUDED IN THE PRICE BID FOR "PRETENSIONED ALL SLAB AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE PRESTRESSED CONCRETE BEAMS'. AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. FIXED P I ER S TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND BEARING 2,' EL EIS TO BE PARALLELS TO AND TIT CLEARA ABOVE S BOTTOMOOFI SLAB. BEARING DETA I L TOP AND BOTTOM REINFORCING IS TO BE SUPPORTED BY INDIVIDUAL EPDXY COATED METAL BAR CHAIRS SPACED AT NOT MORE THAN 3' -0 CENTERS LONGITUDINALLY AND TRANSVERSELY OR BY CONTINUOUS ROWS OF EPDXY COATED METAL BAR HIGH CHAIRS O{ SLAB BOLSTERS SPACED 4' -0 APART. EXTERIOR BEAMS INTERIOR BEAMS SEE SHEET 15 FOR WATERMAIN HANGER DETAILS. DESIGN FOR 00 SKEW TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP, 392' -9 X 57' -G PRETENSIONED TYPICAL SLAB AND LOCATED AS FOLLOWS: PRESTRESSED CONCRETE BEAM BRIDGE HAUNCH DETAIL TOP BAR - LAP MIDWAY BETWEEN BEAMS OJIN.LAP = I' -101. I - 131' -7 CENTER SPAN,2 - 130' -7 END SPANS SUPERSTRUCTURE DETAILS BOTTOM BARS - LAP OVER BEAMS (MIN. LAP = I' -10). STATION: 898 +45.63 McCOLLISTER BLVD. FOR SLAB THICKNESS OVER BEAMS SEE AT IOWA RIVER AUGUST 2007 'SLAB THICKNESS DETAILS' ON SHEET 15. PAYMENT FOR REINFORCING BARS SHALL BE BASED ON NO TRANSVERSE JOHNSON COUNTY SPLICES, AND NO ALLOWANCE SHALL BE MADE FOR THE ADDITIONAL LENGTH OF BAR REQUIRED FOR THE USE OF SLIPCES. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 13 OF 39 FILE 110. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 2085 JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 3 2!14 /2007 Pstanoe 0: CAD' I8800UJ.hrq i< r- 0 ti 7' -0 END SECTION 6 _ 5i PVC PIPE Sk2 —� 5d6 — 8g3 — FACE TO FACE OF BARRIER RAIL END SECTIONS (SEE SHEET 24,25 FOR BARRIER RAIL LAYOUT) /-SEE DETAIL "C' r TOP OF SLAB I1� i NOTE: '------- - - — — — — j 4'FI PLUG 3" 0 PVC PIPE WITH EXPANDING FOAM PRIOR TO Bgl_ - 3B 9i DAR rE BACKFILLING BEHIND ABUTMENTS. _ _ ABUTMENT BEARING-- PART LONGITUDINAL SECTION NEAR GUTTER (FOR DETAILS OF INTERMEDIATE DIAPHRAGM SEE SHEET 22) 7' -0 END SECTION DESIGN TEAM HOWARD R.GREEN COMPANY 8 14i�0L17 estange U: PVC PIPE CL ABUT.BRG. 12' -6 PVC PIPE 11 II F�-- r - = = = =_ - - - - - - - - - - I I 1 —,1 1 I I ! 1 I I - - — — — — — — -- L------- ' rrr BEAMS PART PLAN 4" hl IN. CL 5b] 6" MAX. CL. LOCATION DIM "C" ELEV. A (TYP.FOR Sel & Se,N 9b2 ELEV.0 S.W. CORNER 5 601 650.35 650.25 N.W. CORNER 5 650.52 650.31 65021 S.E. CORNER 64 654,13 654.15 654.15 N.E. CORNER 634 654.09 6al �e I Sbl 5e1 Sd2 5d4 Sd3 5e3 EARIt1GS L PIER I'-Oe I' -0 1' -0 PIER 2 2' -O4 PIER I 2' -0 PIER 2 END VIEW AT PIER 3& Y Vy, PART END VIEW AT ABUTMENT NEOPRENE BEARING 2' -021 KEYWAY FORMED PAD (13 x I x 2'- Oz) —\i' BY BEVELED 2x81 �rE PIER / 5sl l IY ! : PIER 1" M q "PREFORMED EXPANSION JOINT FILLER. K BEAM 10' -2z I' -7 B> SECTION B -B I" THICK STRIPS OF PREFORMED EXPANSION JOINT FILLER AROUND BEARINGS, FACE OF STEPS, SIDES AND ENDS OF KEYWAYS. PART PLAN TOP OF PIER DETAILS 5d8 2 x 8 BEVELED KEYWAY M r 24" 4 OPENING FOR 16" 4 2a CL. WATERMAIN (NORTH BEAM SPACE ONLY) 6g4 — 5hl SHIFT REINF. 70 N3 6 SP. 4 I' -I = 6' -6, 14V 113 AVOID WATERMAIN — OPENING. USE CASING SPACERS - a PART SECTION C- C TO CENTER PIPE. 5d8 0 PART SECTION AT PIER TABLE OF WINGWALL - ELEVATIONS LOCATION DIM "C" ELEV. A ELEV.B ELEV.0 S.W. CORNER 5 650.56 650.35 650.25 N.W. CORNER 5 650.52 650.31 65021 S.E. CORNER 64 654,13 654.15 654.15 N.E. CORNER 634 654.09 654.11 654.11 STANDARD SHEET 4507 w O 1' -0 U 14 * NOTE: °w SEE END SECTION DETAILS M IN THESE PLANS FOR DETAILS Sh OF BARRIER RAIL END SECTION BARS REINFORCING BARS "5d" AND "4tl" ARE INCLUDED IN THE Ss SUPERSTRUCTURE QUANTITIES. SECTION D— D SECTION A -A DESIGN FOR 00 SKEW e "RADIUS 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE 1 - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS LONGITUDINAL SECTION STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY DETAIL B CH IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET 110. 14 OF 39 FILE 140. DESIGN 140. JOHNSON COUNTY PROJECT NUMBER HOP- 3715(634)- -71 -52 SHEET NUMBER I L� U SLAB IN PLACE I AS ERECTED SLAB IN PLACE I AS ERECTED SLAB IN PLACE I AS ERECTED i �I -- — — — — — — — — — — — — ------ - - - - -- 111 - - - -- ----------- - - - - -- ----------------- III ---------- - - ----------------- I I i' -0a I "I 130 CL III IE 129' -7 TO BEAM BEARINGS I11f 129' -7 TO PL BEAIA BEARINGS TI 129' -7 TO NII CL BEAM BEARINGS I rL BEAM BEARINGS .II� BEAM BEARINGS BEAM BEARINGS _VIII BEAM BEARINGS III IIIE I I III BEAM CAMBER DATA III Ali I Ijl I I j * I a° * * * ao I m m m m ° 9a°* JA ° l — 2-2 — 0 I w o I I I I z I I II I III I III I III I III I III I III I III I III I I I 1 1 I I I I I I III I II II I I i z� I 12 SPACES 0 10' -0 = 120' -0 I III �1E9'- II�E 12 SPACES @ 10' -0 = 120' -0 I III 19' -7 III 12 SPACES B 10' I -0 - 120'-0 19'-7 1 �mN EE PIER NO. I 1 a a m z IE I I �. PIER NO.2 I �� E. ABUT. W. ABUT. BEARING E I BEARING �a 0 ROD SLAB THICKNESS AT BEAMS (T) - -- a° 4 U -BOLTS CAST IN BRIDGE DECK -2 A EXTERIOR BEAM * INTERIOR BEAM " PER dTTACHMENT 4' -1 Y m ° UPPER ATTACHMENT /- I" 90° EL WITH CAP vJi r (COOPER/8-LINE 8' 1 83085 -Iq) ** i- - - - - -- U —BOLT I 1 q° 0 ROD (48" LONG) c, 2" PIPE INSULATION I" CORPORATION STOP o PIPE ROLLER SUPPORT - - - -- - -'� — -- TAPPING SLEEVE "x 16° ' SLAB THICKNESS DETAILS =T- (COOPER /B -LINE 2'_2z 2' -p; : 83114 -20) ** o R 5 x 5 x a° ,�° �° I 15," C HOLES FOR v 4 HANGER ROD la NOTE: THE SLAB THICKNESS (T) AT BEAMS IS BASED ON THE ANTICIPATED BEAM CAMBER AND VALUES I PIPE SADDLE I I AIR I I RELEASE VALVE @ HIGH POINT USED BY DESIGNER TO SDET BEAM ELEVATIONS AND L 4 x 3z x v ESTIMATE CONCRETE QUANTITIES. REFER TO HAUNCH DATA (COOPER /B -LINE I I (4' -6' LONG) SEE DETAIL 03162 -16) ** I NEAR EAST END OF BRIDGE PLAN I 1 DETAIL SHEET FOR ADDITIONAL INFORMATION TO AID THE 3' -6i I R 5 x 5 x a" L 9 x 3i x �" CONTRACTOR IN SETTING THE FIELD HAUNCHES REQUIRED FOR I< _ WATER MAIN SHALL BE 16" DIA. DUCTILE IRON PIPE CLASS 53 1 1 I CONSTRUCTION. I I WITH RESTRAINED JOINTS. DESIGN FOR 00 SKEW I I A MINIMUM OF 2 WATERMAIN HANGERS ARE REQUIRED PER I I I 392'-9 X 57' -6 PRETENSIONED - SECTLON PIPE. IF HANGERS OTHER THAN DETAILED ARE APPROVED, ELEVATION PRESTRESSED CONCRETE BEAM- BRIDGE THE SPA IN THE SPACING MAY CHANGE. I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS WATERMA I N HANGER ET BE THE PRICE N'SATION ANGLE DETAIL CAMBER /SLAB THICKNESS ** OR APPROVED EQUAL EAIMATERIAILELABOR, ANDNTESTING FOR STATION: 898 +45.63 IdcCOLLISTER BLVD. ASSOCIATED WITH PROVIDING AND INSTALLING WATER MAIN, AT IOWA RIVER AUGUST 2007 INCLUDING INSULATION, HANGERS, CASING, SPACERS, AND END JOHNSON COUNTY SEAL. SEE SPECIAL PROVISIONS FOR MORE INFORMATION. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET 110. 15 OF 39 FILE NO. DESIGN N0. DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 2085 JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 15 P /IR /FIDE d,..�. —i '\ham,.. 1 na.. t � \CAD\ic°nnn DO -I. �. -n �c ry GPI A _ 395' -9 OUT TO OUT OF SLAB I' -6 392-9 ABUT. - CL ABUT. 1' -6 1 130' -7 W. ABUT. PRO. - PIER 1 I 131-7 �_ PIER I - PIER 2 _ I 130-7 PIER 2 - E. ABUT. BRG. „ -..,' - , W. ABUT. BRA. PIER 1 - - LL PIER 2 I E. ABUT BRG' 1 6 16 _ 1 I 6 (TYPJ 1 I N 1 * 1 M I I bl � I i' vi •Hi � N I 1 I I 1 I I PERMISSIBLE O I I O 1 N I CONSTRUCTION ROADWAY n 0 1 I 1 I JOINT (TYPJ I 1 I I -------------------- - - - - -- ' 1- -- '- - - ------------ - - - - -' - - - -' - — - — - — - — - — - - - - --� �- i -- - -- - - -- - m 0 1 i I 16' -5 I i 16' -5 1 b2 I 1 1 I E2 I I I 1 i 63 & b9 * 7' -6 (TYPJ * 1 2 - b5 14-0 w-0 1 17 0 17�O 1 (TYP.) TYP. TYP IT.) , , I = 115' -I 34' -0 97'-7 34' -0 115' -I CONCRETE PLACEMENT DIAGRAM NOTE:ROADWAY SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES INDICATED. ALTERNATE PROCEDURES FOR PLACING Y THE BOTTOM OF THE SLAB IN THE BUMP -OUT SHALL BE SET SLAB CONCRETE MAY BE SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE AT THE TOP OF THE BEAM WITH A MINIMUM SLAB THICKNESS THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT AND FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS. OF 9a. SEE DETAIL FOR THICKNESS TRANSITION ON SHEET 16. 395' -9 BOTTOM OF SLAB 10 138 SP 0 10 = 115' -0. 139 -a1 32 SP. 0 10 = 11 124 SP. @ 10 = 103' -4. 125 -a1 1 32 SP. 0 10 = 138 SP 0 10 = 115' -0. 139 -a1 10--7. BOTTOM OF SLAB i._7 5 2 SP 0 10 = 1' -8• 10 6' -8, 33 -03 & a4 i I 9z 9z 6' -8) 33 -a3 & a 10 2 SP. a 10 = I' -8• I it 3 -a6 & a7 I I 3 -a6 & a7 5 1 I ' 1 I N 1 * 1 1 a6 & a7 a3 & a4 (46'-7 & 39' -7) (40' -6 & 33' -6) 1 al a3 & a4 a6 & a7 (40' -6 & 33' -6) (46' 7 & 39' -7) 1 I at a i , I al 1 a al I 1 5 (SPACED BETWEEN J 1 I 6j2 (SPACED BETWEEN I 1 I , N N 0 I of & a2 BARS IN TOP OF SLAB) I I 1 al, a3 & a4 BARS I & FROM BEAM A TO B)** I I I CL ROADWAY 1 Ij m m - - - - - - - - - - - - - - - - - - - - - - - - - - _____Z/ - - - - - - - - - - - - - - - - - - - - - - - - - - 0 I 5J1 (SPACED BETWEEN All 1 ti 1 at & a2 BARS) aI Val I I 1 I at 1 I of al I al a5 (43' -1) a2 (37' -0) 1 I I I a2 (37' -0) a5 (43' -U 1 1 1 1 N 1 1 1 1 , 1 10 137 SP.a 10 = 114'- 2)138 -a1 33 SP.O 10 = 123 SP.O 10 = 102' - 6)124 -a1 33 SP.O 10 = 137 SP. 10 = 119' -2; 138-al 10 3 TOP OF SLAB TOP OF SLAB 3 1 7 27' -6i 27' -6i 2 SPA.O 10 = P -8 10 2 SETS 34 -a2 92 92 2 SETS 34 -a2 10 2 SPA. 0 10 = I' -8 7 2 SETS OF 3 -a5 2 SETS OF 3 -a5 xx U -BOLTS FOR WATER MAIN HANGERS SHOULD BE DESIGN FOR 00 SKEW TOP OF SLAB CAST IN DECK BETWEEN BEAMS A AND B. - TRANVERSE SLAB REINFORCING LAYOUT 392' -9 x 57'-6 PRETENSIONED J PRESTRESSED CONCRETE BEAM BRIDGE U _ -- I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS BEVELED }z3 HEADER CUT TO FIT SHAPE NOTES: SLAB PLAN 1 OF CROWN AND DRILLED FOR NAILED TO HEADER-/ IA STATION: 898 +45.63 McCOLLISTER .-- LONGITUDINAL REINFORCING BLVD. FOR REINFORCEMENT QUANTITIES AT IOWA RIVER AUGUST 2007 TRANSVERSE SLAB AND BENT BAR DETAILS SEE SHEET 17. JOHNSON COUNTY CONSTRUCTION JOINT IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 16 OF 39 FILE 140. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 16 cn v <uw esta,ge u:'i -uu•. IGtluuui v.ern nal ISnuuu..ara N D =2z 16' -2 5d5 ° F77 p 3' -9 5kl 6 6 � I ^D -2z T 5el, 5e4 m N "D =6 2' -8 m 8f3, 8f4 H6 I i N N D =.tZ N N 2' -7 SO I 2' -8 _ Sp2 0 O I O � I �. D =2 10 2'-6 I' -0 4tl 5p1, 5p2 L LL j Sea 2' -7 Set 2' -3 5e2, 5e3 � l 8g3 11 O N N D =4z 6p3 0 hD=2z 's O � h 1 -0 5k2 NOTE:ALL DIMENSIONS ARE OUT TO OUT. D= PIN DIAMETER. BENT BAR DETAILS CONC.PLACEMENT QUANTITIES LOCATION SECTION [,-SLAB & ABUT DIAPH. SECTION 2, SLAB _ SECTION 3, SLA8 & ABUT DIAPH. SECTION 4, SLAB & PIER DIAPH. LOCATION QUANTITY 238.4 135.6 238.4 101.7 SECTION S,SLAB_8, PIER DIAPH. SLAB TRANSV TOP & LOTT. 101.7_ -._ SOUTH ABUT. FOOTING 55'-8 44.3 NORTH ABUT. FOOTING Ga2 'Pl ABUTMENT WINGS 4 AT 1.7 136 _ 6.8 7558 6a3 SLAB TRANSV. BOLL. AT BUMP -OUT 66 q9. 'W I Gal SLAB TRANSV BOTT. AT BUMP -OUT TOTAL (CU. YDS.) 911.2 EST. QUANT I T I ES SUPERSTR. ITEM SLAB TRANSV. TOP AT ABUTMENT UNIT QUANTITY CLASS 20 EXCAVATION WEST ARLL EAST ABUT 777 CU.YD. CU. YD. 140 140 STRUCTURAL CONCRETE, (BRIDGE) CU. YD. 911.2 REINFORCING STEEL EPDXY COATED LBS. _ 224,159 REINFORCING STEEL 6 LBS. 432 PRETENSIONED PRESTRESSED BT130 CONCRETE BEAMS EACH 24 STRUCTURAL STEEL LBS. 18,222 PREBORE HOLES SLAB LONGIT. TOP & BOTT. IN. FT 576 PILES STEEL HP 10 x 57 59,373' LIN. FT 3096 w = 1>1 , SLAB THICKNESS TRANSITION AT BUMP -OUT REINFORCING BAR LIST - SUPERSTRUCTURE BAR LOCATION SHAPE N0. LENGTH W IGHT Gal SLAB TRANSV TOP & LOTT. — 803 55'-8 64140 Ga2 SLAB TRANSV TOP AT BUMP -OUT 136 37 0 7558 6a3 SLAB TRANSV. BOLL. AT BUMP -OUT 66 q9. 'W I Gal SLAB TRANSV BOTT. AT BUMP -OUT — 33' G' Ga5 SLAB TRANSV. TOP AT ABUTMENT _66 12 43'-1 777 6a6 SLAB TRANSV, BOTT. AT ABUTMENT 6 46'- � 6a7 ___ SLAB TRANSV, BOTT. AT ABUTMENT 6 9;- �; +4W20 357 5bl SLAB LONGIT. TOP & BOTT. — 1485 38' -4 59,373' 962. —_ SLAB LONGIT. TOP AT PIERS p8 32' -10 19,289 963 SLAB LONGIT. TOP AT BUMP-OUT qp 2T -8 —.__ 3763 5b4 SLAB LONGIT. BOLT. AT BUMP -OUT 40 27' -8 1154 5b5 SLAB LONGIT. TOP & BOTT. AT BUMP -OUT 16 12' -1 202 Shc PIER DIAPH. ENDS —_ 32 9' -10 328 5d2 5d3 PIER & ABUT. DIAPH. LONGIT. _ 168 G' -3 1095 PIER & ABUT. DIAPH. LONGIT. _._ 42 4' -7 201 5d4 PIER DIAPH. LONGIT. 4 35' -9 _ 149 Sd5 ABUT. DIAPH. ENDS J_ 16 IB' -9 313 LL 5d6 ABUT. DIAPH. LONGIT. B.F. 20 42' -4 883 Z _ 5d7 PAVING NO LONGIT. TCH 8 42'-4 353 V] SUB ABUT. DIAPH. WING EXT. LONGIT. 56 IB' -I 1056 Cj� 5d9 PIER DIAPH. ENDS 8 8' -9 73 5d10 ABUT.& PIER DIAPH. AT PIPE 32 3' -0 100 J 5el PIER DIAPH. HOOPS ❑ 80 16'-1 1342 Set — PIER DIAPH. TIES ENDS _ J 4 3' -4 14 Q 5e3 PIER DIAPH.TIES U -80 3' -8 306 O 5e4 PIER DIAPH. HOOPS ENDS [] 4 I5' -9 66 Bfl __ ._. ABUT. FOOTING LONGIT. BOTH F. 40 43' -6 9646 8f3 ABUT. EXTENSION LONGIT. J 16 17' -10 762 X 8f4 ABUT. EXTENSION LONGIT. J 16 16' -4 698 O a- Bg ABUT. VERT. BOTH F. 284 10'-2 3800 8g3 _ ABUT. DIAPH. VERT._ B.F. J 94 HP -7 2134 Gg4 ABUT. DIAPH. WING EXT. VERT. 96 8'_9 1262 5hl ABUT. WING HORI2. 56 6' -B 389 5j1 TOP OF SLAB TRANSV.(AT RAIL) 932 12' -0 1[T 665 6J2 BOTT. OF SLAB TRANSV.(AT WATERMAIN) — 468 10' -0 7029 5k1 PAVING NOTCH F— 142 4'-9 5k 2 _ _ PAVING NOTCH 142 3' 25 __704 506 5pl ABUT.HOOPS E] 472 10' -6 5169_ 5p2 ABUT. EXTENSION HOOPS E] 64 10'-8 712 6p3 _ _ _ ABUT, BOTT. AT PILES 80 6' -8 801 5sl WING -VERT. 56 VARIES 263 4tl UNDER BEAMS AT ABUTMENTS 16 5' -4 57 BARRIER RAIL - SEE DESIGN SHEET NO. 24 15,014 REINFORCING STEEL EPDXY COATED - TOTAL (LBS.) 224,259 ° 42 PILE SPIRAL 48 1 38' -6 1 309 a — — SPIRAL SPACERS, 687 x e x e z 0.70 96 1 I' -10 1 123 I Z Z REINFORCING STEEL -TOTAL (LBS.) 432 I tPli I ) i i, 1C h DESIGN FOR 00 SKEW 392' -9 X 57'-6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS SUPERSTRUCTURE BAR LIST STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 17 OF 39 FILE NO. DESIGN NO. I DESIGN TEAM HOWARD R.GREEN COMPANY I STANDARD SHEET 4518 I JOHNSON COUNTY I PROJECT NUMBER ADP- 3715(634)- -71 -52 I SHEET NUMBER 17 I 14 /loll/ - cr.vnno n -. r'.n'IRPAIL111 P'F—l`. iGRnnnl L", i I TABLE OF BEAM LINE HAUNCH ELEVATIONS BEAM LINE CE W. ABUT. BEARING MISCELLANEOUS DATA TABLE (E PIER. NO. I BEARINGS TOP OF SLAQ�li� W. ABUT. LINE I LINE 2 LINE 3 650.48 LINE 4 650.65 LINE 5 LINE 6 LINE 7 LINE 8 LINE 9 LINE 10 651.50 LINE II 651.62 LINE 12 651.72 LINE 13 651.82 LINE 14 LINE 15 LINE 16 LINE 17 LINE 18 LINE 19 LINE 20 LINE 21 � 650.14 650. }I 650.80 650.95 651.10 651.24 651.37 651.92 651.99 652.10 652.24 652.39 652.52 652.63 652.75 B 650.28 650.45 650.62 650.76 650.79 650.93 650.95 651.09 651,11 651.25 651.39 651.52 651.66 651.64 651.78 651.76 651.90 651.86 652.01 651.97 652.11 652.06 652.08 652.24 652.39 652.53 652.66 652.79 652.89 C 650.42 650.59 651.25 651.40651.53 652.20 652.23 652.38 652.53 652.67 652.80 652.93 653.03 D 650.57 650.73 650.90 650.94 651.07 651.11 651.23 651.27 651.39 651.42 651.54 651.57 651.68 651.71 651.80 651.84 651.92 651.96 652.04 652.08 652.15 652.18 652.25 652.29 652.34 652.37 652.52 652.67 652.81 652.94 653.07 653.17 E 650.60 650.77 652.38 652.40 652.56 652.71 652.85 652.98 653.11 653.21 F 650.46 650.63 650.80 650.97 651.13 651.29 651.15 651.44 651.29 651.57 651.43 651.70 651.82 651.94 652.05 652.15 652.24 652.27 652.42 652.57 652.71 652.84 652.97 653.07 -- G 650.49 650.66 650.83 659 0.9 651.56 651.60 651.80 651.90 652.01 652.10 652.12 652,28 - 652.43 652.57 652.70 652.83 652.93 _ H _650.32 650.18 650.35 650.52 650.69 650.84 650.99 651.14 651.28 651.41 651.54 651.66 651.76 651.86 651.96 651.98 652.14 652.28 652.43 652.56 652.67 652.79 BENCH MARK: R7 RR SPIKE IN NORTH OF POWER POLE /TRANSFORMER AT NORTH SIDE OF ENTRANCE TO BOWLING ALLEY, WEST SIDE OF OLD HIGHWAY 218 EL. - 652.17 1' HAUINUM LULH I I UIVJ r -i / IT' x o MISCELLANEOUS DATA TABLE w TOP OF SLAQ�li� W. ABUT. PIER. No. BEAM LINE BEARING BEARINGS LINE I LINE 2 LINE 3 LINE 9 LINE 5 LINE 6 LINE 7 LINE 8 LINE 9 LINE � , I LINE 14 INE 15 0 LINE 16 LINE IT LINE IB LINE 19 ANTICIPATED DEFLECTION ALL 0 e q I la Iz la is Iz q =13 0 q I I Iq Iz la DUE TO SLAB (in.) CROSS SLOPE A, B, C, D, F, G,H e ADJUSTMENTS E (In.) ALLOWABLE MAX. ALL 2z FIELD -- - -- -- MIN. I ALL HAUNCH (in.) I 1' HAUINUM LULH I I UIVJ r -i / IT' -rz I x o o w TOP OF SLAQ�li� a � � , I -rz I x o HAUNCH DETA I L w NOTE I : TO CALCULATE FIELD HAUNCH REQUIRED AT EACH LOCATION, SURVEY THE BEAM TOPS CONSISTENT WITH THE SPACINGS SHOWN ON THE "TOP OF SLAB ELEVATIONS" SHEET. SUBTRACT THE SURVEYED BEAM SHOT FROM THE "BEAM LINE 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 REQUIRED. IF THE FIELD HAUNCH EXCEEDS THE MAXIMUMS AND MINIMUMS INDICATED IN THE MISCELLANEOUS DATA TABLE, ADJUSTMENTS TO THE GRADE OR ADDITIONAL HAUNCH REINFORCEMENT WILL BE REQUIRED. NOTE: BRIDGE SEAT ELEVATIONS ARE SET BASED ON THEORETICAL CAMBER AND BEAM DEFLECTIONS. THESE BRIDGE SEATS WILL PROVIDE A THEORETICAL BEAM HAUNCH WITHIN DESIGN PARAMETERS. ACTUAL 14AUNCHES ARE DETERMINED USING SURVEYED TOP OF BEAM ELEVATIONS AND "BEAM LINE HAUNCH ELEVATION' DATA. ALLOWABLE MAXIMUM AND MINIMUM "FIELD HAUNCH" VALUES ARE GIVEN IN THE "MISCELLANEOUS DATA' TABLE. "CROSS SLOPE ADJUSTMENT" VALUES FROM THE "MISCELLANEOUS DATA" TABLE WILL AID THE CONTRACTOR IN DETERMINING ACTUAL FORMED HAUNCH DIMENSIONS AT THE EDGES OF THE TOP FLANGE. DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS HAUNCH DATA DETAIL STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 18 BF 39 FILE 140. DESIGN N0. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER HOP- 3715(634)- -71 -52 I SHEET NUMBER 18 8 /1-I /21727 L-5t8nne 0: C40 IHBUOOJ`B rFlnal`. IEBUnUJ.bra TABLE OF BEAM LINE HAUNCH ELEVATIONS BEAM LINE rE PIER. NO. 2 BEARINGS TABLE EL E. ABUT. BEARING LINE 22 LINE 23 LINE 24 LINE 25 LINE 26 653.12 LINE 27 LINE 2B LINE 29 LINE 30 LINE 31 LINE 32 LINE 33 LINE 39 LINE 35 LINE 36 LINE 37 LINE 3B LINE 39. LINE 40 LINE 91 LINE 42 A 652.89 652.92 653.00 653.07 653.16 653.20 653.21 653.31 653.90 653.49 653.56 653.62 653.77 653.67 653.71 653.74 653.76 653.77 653.91 653.76 653.90 653.75 653.89 653.73 8 652.98 653.08 653,14 653.21 653.26 653.30 653.34 653.36 653.45 653.54 653.63 653.70 653.83 653.87 653.89 653.90 653.87 C 653.13 653.22 653.29 653.35 653.40 653.45 653.48 653.50 653.59 653.68 653.77 653..84 653.91 653.97 654.01 654.03 654.04 654.19 654.05 654.19 654.04 654.03 _ 659.02 _ D 653.27 653.36 653.43 653.99 653.54 653.59 653,63 653.69 653.73 653.83 653.91 653.99 654.05 659.11_ 654.15 659.17 659.19 659.17 659.16 E 653.30 653.40 653.46 653.53 653.58 653.62 653.66 653.67 653.77 653.86 653.95 654.02 654.09 654.15 654.19 654.21 654.22 654.23 654.22 654.21 _ 654.19 F 653.17 653.26 653.33 653.39 653.49 653.99 653.52 653,59 653.63 653.72 653.81 653.88 653.95 654.01 654.05 659.07 654.08 659.09 659.08 654.07 659.06 G 653.02 652.88 653.12 652.96 653.18 653.04 - -- 653.25 - 653.30 653.34 653.38 653.90 653.49 653.58 653.67 653.74 653.81 653.87 -- 653.91 653.93 653.99 653.95 653.81 653.94 653.80 653.93 653.91 - H 653.11 653.16 653.20. 653.24 653.25 653.35 653.99 653.53 653.60 653.66 653.71 653.75 653.78 653.80 653.79 653.77 I In u v I " w V m I 1 vnJ BEARING m a J N O F O F- 7 O O N 0 Fli- E) 20(1) OCT 16 PI i 4, 21 CITY ULM(\ IOWA a l Y IOANA N DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS HAUNCH STATION: 89 GH LI DABAD. DETA I L AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0: 19 OF 39 FILE 110. -_ DESIGN NO. I DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(639)- -71 -52 I SHEET NUMBER I y A/14 /2007 e ta'ge G: CAN IS"OOLU BrFlnal 1R(IL1Il10J.FG1 MISCELLANEOUS DATA TABLE PIER. NO. 2 E. ABUT. BEAM LINE BEARINGS BEARING LINE 22 LINE 23 LINE__29 25 LINE 2G LINE 27 LINE 28 LINE 29 LINE 30 LINE 3 1 ILINE 32 LINE 33 LINE 34 LINE 35 LINE 36 LINE 37 LINE 38 LINE 39 LINE 40 LINE 41 LINE 42 ANTICIPATED _LINE DEFLECTION ALL le I} 1 1 4 . e 0 0 e a I 14' li la is I} 14' q e 0 DUE TO SLAB (In.) CROSS SLOPE A, 8, C, D, F, G, IT e ADJUSTMENTS - - -- --' _ --'- (In.) E ALLOWABLE MAX. ALL 2i FIELD HAUNCH (in.) MIN. ALL 1 I In u v I " w V m I 1 vnJ BEARING m a J N O F O F- 7 O O N 0 Fli- E) 20(1) OCT 16 PI i 4, 21 CITY ULM(\ IOWA a l Y IOANA N DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS HAUNCH STATION: 89 GH LI DABAD. DETA I L AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0: 19 OF 39 FILE 110. -_ DESIGN NO. I DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(639)- -71 -52 I SHEET NUMBER I y A/14 /2007 e ta'ge G: CAN IS"OOLU BrFlnal 1R(IL1Il10J.FG1 i r 0 v TABLE OF TOP OF SLAB ELEVATIONS EL W. ABUT. BEARING rL PIER N0. I BEARINGS LINE _ _LINE 2_ LINE 3 LINE 9 LINE 5 LINE 6 LINE 7 LINE 8 LINE 9 LItJE 10 LINE II LINE 12 LINE 13 LINE 14 LINE IS LINE I6 LINE 17 LINE IB LINE 19 LINE 20 LINE 21 NORTH BUMP -OUT 652.25 652.3i_ 652.40 652.55 652.52 652.67 N. EDGE OF SLAB 650.79_ 650.88 651.02 - 651.16 651.30 651.44 651.57 651.71 651.85 651.99 652.13 652.27 652.90 652.52 652.79 _ 652.90 653.01 653.12 653.22 BEAM LINE A 650.81 650.95 651.08 651.23 651.22 651.36 651.36 651.50 651.69_ 651.78 651.92 652.05 652.19 652.33 652.96 652.58 652.61 65275 652.73 652.85 652:97 653.08 G53.IB 65 },28 BEAM LINE B 650.95 _ 650.98 _651.09 651.12 651.50 651.69 _ 651.78 651.92 652.06 652.20 652.33 652.47 652.60 652.73 652.87 652.99 653.11 653.22 653.32 653.42 N. GUTTER LINE 651.26 651.40 651.54 651.68 651.81 651.95 652.09 652.23 652.37 652.51 652.64 652.76 652.87 652.79 652.89 652.91 653.02 653.03 653.13 653.14 653.25 653.36 653.46 BEAM LINE C 651.09 651.23 651.37 651.51 651.69 651.78 651.92 652.06 652.20 652.34 652.98 652.61 652.79 653.25 653.36 653.46 653.57 _ BEAM LINE D 651.23 651.37 651.51 651.79 651.93 65(.99 652.06 652.13 652.34 652.48 652.62 652.75 652.89 653.01 653.03 653.16 653.28 653_39 653.50 653.61 653.71 PGL 651.29 651.43 651.57 _651.65 651.71 651.85 _652.20 652.26 652.40 652.54 652.68 652.82 652.95 653.07 653.10 653.22 653.34 653.45 653.56 653.67 653.77 BEAM LINE E 651.27 651.91 651.55 651.68 651.82 651.96 652.10 652.24 652.38 652.52 652.65 652.79 652.92 653.05__653.07 653.19 653.06 653.31 653.43 653.54 653.64 653.74 BEAM LINE F 651.13 651.27 651.41 651.55 651.68 551.82 651.96 651.82- 652.10 651.96 652.24 652.38 652.52 652.65 652.78 552.91 652.93 653.17 653.29 653.61 BEAM LINE G _650.99 650.98 651.13 651.12 651.27 651.90 651.54 - 652.10 652.24 652.37 652.51 652.64 652.77 652.79_ 652.91 653.03 653.15 _653.90 653.26 _653.50 653.36 653.46 S. GUTTER LINE 651.26 651.12 G51.40 651.59 _651.68 651.68 651.81 651.95 652.09 652.23 652.37 652.51 552.69 652.76 652.79 652.91 653.03 653.19 653.25 653.36 653.46 BEAM LINE H 650.85 650.99 651.26 651.54 651.68 651.82 651.96 652.09 652.23 652.37 652.50 652.62 652.65 652.77 652.89 653.01 653.12 653.22 653.32 _ S. EDGE OF SLAB 650.78 650.92 b51.06 651.20 _651.40_ 651.34 65_1_.48 651.61 651.75 651.89 652.03 652.17 652.31 652.49 552.56 652.59 652.71 652.83 652.94 653.05 653.16. 653.26 SOUTH BUh1P -OUT 652.29 652.91 652.44 652.56 FIL F-D 20D] OCT 16 I'd 4121 Cl Y C,L.ERK IOWA Cf1'Y'' iowA TOP OF SLAB ELEVATION LAYOUT DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131'-7 CENTER SPAN, 2 - 130' -7 END SPANS TOP OF SLAB ELEVATIONS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET 110. 20 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY PROJECT NUMBER HDP- 3715(639)- -71 -52 SHEET NWJBER 20 8/14/2007 e5tang6 U:'r -o 1880nOJ Brilnal' 15EnnLU.hri TOP OF SLAB ELEVATION LAYOUT I Cr I - I 1 \)e Ipl ill V .1 /ei N DESIGN FOR 0° SKEW 9 X 57' -6 PRETENSIONED SED CONCRETE BEAM BRIDGE CENTER SPAN, 2 - 130' -7 END SPANS TOP OF SLAB ELEVATIONS STATION: 898 +45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION OESIGH SHEET No. 21 OF 39 FILE No. RESIGN N0. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 21 F /i4 /9UU7 cat arena A AECD PAD(Ll.i,E,r,,.i IRP.I'lil(JJ Frti TABLE OF TOP OF SLAB ELEVATIONS PIER. NO. 2 BEARINGS 1 G E. ABUT. BEARING LINE 22 LINE 23 LINE 24 LINE 25 LINE 26 LINE 653.58 27 LINE 28 LINE 29 LINE 653.73 30 LINE 31 LINE 32 LINE 33 LINE 39 LINE 35 LINE 36 LINE 37 LINE 38 LINE 39 LINE 40 LINE 41 LINE 42 NORTH BUMP OUT 653.65 653.67 N. EDGE OF SLAB 653.31 653.91 653.50 653.58 653.66 653,73 653380 653.82 653.88 653.94 659.00 659.05 659.10 659.15 654.19 654.22 659.25 654.28 659.30 654.32 BEAM LINE p 653.38 653.47 653.56 653.64 653.72 653.80 653.87 653.88 653 659 95 09 _ 654.01 654.15 659.07 654.21 654.12 654.26 654.17 654.31 659.21 659.25 659.29 654.39 654.37 654.39 � 654.90 BEAM LINE B 653.52 653.61 653.70 653.79 653.87 653.94 654.01 654,02 654.35 654.39 _ 654.43 _654.32 654.46 654.49 654.51 659.53 654.54 N. GUTTER LINE 653.55 653.65 653.74 653.82 653.90 653.97 654.04 _ 659.06 659.12 654.18 654.24 654.29 654.34 659.39_ 654.49 _659.93 659.53 659.46 659.57 654.49 654.60 659.52 654.59 659.56 _ 659.57 BEAM LINE C 653.66 653.75 653.84 653.93 654.01 654.08 654.15 659.16 -- 654.23 654.29 654.35 654.40 659.95 654.63 654.65 654.67 654.68 BEAM LINED 653.80 653.90 653.98 654.07 659.15 659.22 659,29 659.31 659.37 659.93 654.49 659.59 654.59 659.64 659.68 654.71 65A.79 659.77 659.79 654.81_ PGL 653.87 653.96 654.05 654.13 654.21 654.29 659. }5 659.37 659.43 659.99 659.55 659.61 654.65 654.7D 659.79 659.77 654.80 654.83 654.85 654,87 __654.82 654.89 BEAM LINE E 653.84 653.93 654.02 654.10 654.18 654.26 654.33 654.34 654.41 654.47 654.53 654.58 654.63 654.67654.71 654.75 654.78 654.81 654.83 654.85 654.86 BEAM LINE F 65 },70 653.79 653.88 653.97_ 654.05 659.12 659.19 659.20 659.27 654.33 659.39654.44 654.49 659.53 659.57 659.61 654.64 654.67 __ 654.69 654.11 654.72 BEAM LINE G 653.56 653.65 653.74 653.83 653.91 653.98 659.05 654.06 654.13 654.19 654.25 654.30 654.35 654.39 654.43 654.47 654.50 654.53 659.55 654.57 654.58 S. GUTTER LINE 653.55 653.65 653.79 653.82 653.90 653.97 659.06 659.12 654,18 659.2A 654.29 654.39 659.39 654.43 654.46 654.49 659.52 659.54 659.56 659.57 BEAM LINE H 653.42 653.51 653.60 653.68 653.76 653.84 _654.04 653.91 653.92 653.99 654.05 654.1 1 659.16 659.21 659.25 654.29 654.33 654.36 654.38 659.4( 659.43 654.99 S. EDGE OF SLAB 653.35 653.45 653.59 653.62 653.70 653.77 653.89 653.86 G53.92 653.98 659.09 659.09 659.19 654.19 659.23 659.26 654.29 659.32 659.39 659.36 654.37 SOUTH BUMP -OUT 653.62 653.69 653.71 653.77 TOP OF SLAB ELEVATION LAYOUT I Cr I - I 1 \)e Ipl ill V .1 /ei N DESIGN FOR 0° SKEW 9 X 57' -6 PRETENSIONED SED CONCRETE BEAM BRIDGE CENTER SPAN, 2 - 130' -7 END SPANS TOP OF SLAB ELEVATIONS STATION: 898 +45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION OESIGH SHEET No. 21 OF 39 FILE No. RESIGN N0. DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 21 F /i4 /9UU7 cat arena A AECD PAD(Ll.i,E,r,,.i IRP.I'lil(JJ Frti e "4 H.S. BOLT WITH HEAVY -- HEX NUT , Its "41.D. 2' -6} 2' -0 H.S. BOLT WITH HEAVY BY 2z "4 O.D. PLAIN e WASHER, AND 2 IS HEX NUT, 1 -1 I.D. HARDENED WASHERS. r5� 72 'I BY 22'" 4 O.D. PLAIN WASHER, D Sib_ 7 (TYPJ - ... -.- EXTERIOR BEAM M HARDENED ASHERS.(TYPJ I," x 3" SLO'TED HOLES IN 6 "LEG OF BENT R AND IN R 6 x g x 3' -9 A 1 i "4 HOLE IN BEAM WE 2 -a"4 H.S. BOLTS WITH HEAVY HEX. NUT & TWO HARDENED WASHERS IN 7i" LEG OF BENT R• OVERSIZE 1�' HOLES IN THESE CONNECTIONS O O; O o O -_ L 3 z x 3 z x I I a" K H.S. BOLTS WITH HEAVY HEX. NUT & TWO ' ` BENT R 72' x HARDENED WASHERS 16 x a x 3' -9 OVERSIZE IA" HOLES IN THESE I I CONNECTIONS I � � I VII6 "4 WATER MAIN -L 3z x 3i x 6 — O BETWEEN BEAMS A AND B DETAIL D BULB TEE INTERMEDIATE DIAPHRAGM STRUCTURAL STEEL ONE BEAM CONNECTION (DETAIL "D" AND /OR DETAIL "E") WEIGHT NO.OF BEAM CONNECTIONS 3- q "4 x 9" H.S.BOLTS WITH NUTS & WASHERS = 6.5 LBS 72 468 L 3i x 3y x 16 DIAPHRAGM SHOP DRAWINGS OF THE STEEL DIAPHRAGMS SHOWING ONE DETAIL 'E' 2 - BENT R 72' x 6 x e x 3' -9 = 125.6 LBS 54 6782 ONE DETAIL 'D' I - BACKING R 6 x 3, x 3' -9 = 28.7 LBS IB 517 rl - BENT R 7,' x 6 x x3 —x3'-9 = 62.8 LDS 18 1130 ONE DIAPHRAGM NO.OF TOTAL DIAPHRAGMS _ 12 - e "4 x 2q" H.S.BOLTS WITH NUTS & WASHERS = 12.5 LBS 63 788 I - 784 x 22" H.S.BOLTS WITH NUTS & WASHERS = 1.1 LBS 54 59 ]-FILL 1 4 x 4 x g= 1.7 LBS 54 92 INTERMEDIATE DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE LENGTH OF MEMBER 2 - L 4 x_3 x sm - 7.2 LDS /FT PER "L" 6' -8 54 5184 *I - L 3z x 3z x 16 = 7.2 LBS /FT 6' -3 72 (TOTAL) 3240 2 - L 3z x 3i x 'A = 7.2 LBS /FT PER "L" 3' -9 (AT WATER MA(NDI 9 486 INTERMEDIATE DIAPHRAGM STRUCTURAL STEEL - TOTAL (LBS) 1 18,746 DESIGN TEAM HOWARD R.GREEN COMPANY G 1; 14/20U7 e =_ta,ge 0 - -I lF, 7' -1 INTERIOR BEAM INTERIOR BEAM - O" x 13' SHORT SLOTTED HOLES LONGITUDINALLY IN - - - - -- ANGLES FOR e "� BOLT WI TH TWO HARDENED WASHERS,AND HEAVY HEX. NUT. oI 00 4 x 4 x e FILL / / q / BENT R72' x6x v /BENT R7i x - - -- a x 3' -9 / 6 x" x 3' -9 '�z. 3_x.. j6.- -ITYP. 0 0 `� I �L3 }x3zx 16 0 o I I A I } "4 HOLE IN BEAM WEB DETAIL E TOP OF DECK- L3 }x3 }x16 (TYPJ q" 4 H.S. BOLT WITH HEAVY HEX NUT, 6'4 I.D. BY 2,"4 O.D. PLAIN WASHER, AND 2 HARDENED o - WASHERS (TYPJ a wl- s" �s(; I51'� rI�• iu Iii (1tal BENT R 7� x 6 x a x 3' -9 INTEGRAL ABUT F I XED PIER "T BEAM COIL TIE, LOCATIQNS jk2 M '{ CHECK DIAPHRAGM ' t k LOCATION FOR -" - HOLE LAYOUT. - - -� ° Qt o I I I s o x 6 x_e_. io BENT STEEL PLATE M I IN G' L GLIOFES (TYP,)HOLES & SLOTTED - -1 z 3° SLOTTED /I d o _ HOLES IN 6" LEG v yYII o 0 ABOLT HOLES SHALL BE SPACED OF BENT R AND IN -Y�- SO AS TO MISS PRESTRESSED -_ R 6 x q x 3'-9 BEAM FACE DIAPHRAGM FACE STRANDS w cor4cRElE BEAMS. .; - elz "4 HOLE IN DIAPHRAGM SUPPORT BEAM WEB DETAIL D li 4 HOLE IN WEB CL WEB jBEND ANGLES TO FIT SKEW -�A r L 4 x 3 x a (TYP.) DETAIL E QUARTER POINTS � —R 6 z e x 3' -9 (TYP.) AND /OR MIDPOINT � jBETWEEN BEARINGS -- L4 x 3x16 (TYPJ PART SECTION A -A FOR BRIDGES SKEWED LESS THAN OR EQUAL TO 7030' SEE �- SEE DETAIL E DETAIL D ,- 7 BEAM SPACES AT 7' -1 = 49' -7 ,. SECTION SHOWING INTERMEDIATE DIAPHRAGM NOTES: 3 -1 x 3" SLOTTED HOLES IN 16x, x3' -9 M * THE LENGTH OF THE L 3} x 3i x 16 AND L 4 x 3 x 5, SHOWN IN THE m TABLE 15 BASED ON A VARIABLE - CLEARANCE OF 116" TO 216" BETWEEN THE FACE OF BEAM WEB AND END OF L32'x32X5 AND L4x3x5. Inal`.1 VARIES LENGTH OF L 4 x 3 x 6 AND MATERIALS, INCLUDING BOLTS, NUTS AND WASHERS IAPHRA BE INTERMEDIATE DIAPHRAGM L 3i x 3y x 16 DIAPHRAGM SHOP DRAWINGS OF THE STEEL DIAPHRAGMS SHOWING LAYOUT AND DETAILS OF THE DIAPHRAGMS SHALL BE BOLT HOLE LOCATIONS SUBMITTED FOR APPROVAL. rf _ n - ALL COSTS FOR FURNISHING AND INSTALLING STEEL DESIGN FOR 00 SKEW - - - INTERMEDIATE DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR STRUCTURAL STEEL. 392-9 X 57-6 PRETENSIONED - ----------- THE THE 1, "4 HOLES FOR THE 7"4 H.S. BOLTS SHALL BE CAST PRESTRESSED CONCRETE BEAM BRIDGE INTO THE WEB. DRILLING IS NOT ALLOWED. N 2 -1(6 "4 HOLES IN THE e "4 H.S. BOLTS THROUGH THE WEB SHALL HAVE A I - 131' -7 CENTER SPAN,2 - 130' -7 END SPANS - EACH L 4 x 3 x 5/16 THREAD LENGTH OF 3" MIN. AND 4" MAX. AND SHALL MEET STEEL DIAPHRAGM DETAILS _ i.: AND L 3} x 3} x I6 THE REQUIREMENTS OF ASTAf A449. STATION; 89Bt45.63 McCOLLISTER BLVD. ALL BOLTS ARE TO BE TIGHTENED PRIOR TO PLACING AT IOWA RIVER AUGUST 2007 SECT I ON C - C BRIDGE FLOOR CONCRETE WITH THE FOLLOWING EXCEPTION: BOLTS IN DIAPHRAGMS LOCATED UNDER LONGITUDINAL BRIDGE JOHNSON COUNTY FLOOR CONSTRUCTION JOINTS SHALL NOT BE TIGHTENED IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION UNTIL STAGE TWO OF THE BRIDGE FLOOR HAS BEEN PLACED. DESIGN SHEET NO. 22 OF 39 FILE 140. oE51GN No. STANDARD SHEET 1036BW JOHNSON COUNTY PROJECT NUMBER HOP- 3715(634)- -7i -52 SHEET NUMBER r2 b➢ I, DI A. EXTRA STRONG STEEL 1' -6 12 n v 0 K D@ 2�u�4 4 2 z CIA 270 k A]�-,THREE TRANDS THREADED THROUGH EACH PIPE TYPICAL AT EACH END OF BEAM SLEEVE BENT AS SHOWN AFTER THREADING. ALTERNATE LIFTING LIFTING LOOP DETAIL DEVICES MAY BE SUBMITTED FOR APPROVAL. 'D' = 4' -4 FOR BT130 LIFTING LOOPS SHALL BE PLACED ON CENTERLINE OF BEAM. NUMBER AND EXACT LOCATION OF COIL TIES TO BE AS DETAILED ON SPECIFIC BRIDGE DESIGN.. THE TOP AND BOTTOM ROWS OF THE DEFLECTED STRANDS ARE TO BE CUT WITH 1' -6 PROJECTIONS WHICH ARE TO BE SHOP BENT AS SHOWN. THE REMAINING TOP DEFLECTED STRANDS ARE TO BE CUT WITH 0'-7 PROJECTIONS. SIX BOTTOM STRANDS ARE TO BE CUT WITH I' -6 PROJECTIONS WHICH ARE TO BE SHOP BENT AS SHOWN. THE REMAINING BOTTOM STRANDS ARE TO BE CUT OFF REASONABLY FLUSH WITH THE CONCRETE. 8 STRAND PROJECTION AT BEAM ENDS WHEN EMBEDDED IN CONCRETE END DIAPHRAGMS 34"4 COIL TIES (MIN. 9000 LBS. PULL OUT CAPACITY) COIL TIE DETAIL SEE SHEET 22 FOR LOCATION OF COIL TIES AA 4bl, 5b2 BARS TO BE EPDXY COATED. i 5b2 AND 5b3 BARS TO BE USED IN PAIRS. REINFORCING BAR LIST I BEAM I BT130 I I I Ae AA x SPECIFICATIONS: CONSTRUCTION: STANDARD SPECIFICATIONS OF THE IOWA DEPARTMENT OF TRANSPORTATION, CURRENT SERIES, WITH CURRENT APPLICABLE SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS. NU. OF a 3 STRAND :- VI z �? � WQ J= VIZ = w ZWN OY U. F- Q w ¢c++ Ww ma 2 �m o0 uwi c�+ yo w v~i BT 129' -7 130' -II �+ 28 12 1352.7 35.9 CAMBER (IN.) AT AFTER RELEASE I LOSSES DEFLECTIONS AT MID -SPAN DUE TO WEIGHT OF SLAB AND DIAPHRAGM THE DEFLECTIONS SHOWN ARE FOR A SLAB AND HAUNCH WEIGHT OF 775 LBS. /FT. (8" SLAB, P HAUNCH AND 7' -6 BEAM SPACING) AND THREE CONCRETE DIAPHRAGMS (4345 LBS. EACH) AT CL OF SPAN AND AT EACH 4 POINT. FOR DIFFERENT SLAB AND DIAPHRAGM WEIGHTS, DEFLECTIONS WILL BE DIRECTLY PROPORTIONAL. 0 DEFLECTIONS DUE TO THE COMBINED EFFECT OF CREEP DUE TO WEIGHT OF SLAB AND SHRINKAGE OF SLAB. TOTAL BEAM DEFLECTIONS AT FL OF SPAN, AO, DUE TO WEIGHT OF SLAB AND DIAPHRAGMS. FOR DETAILING PURPOSE: (A) AO = el+ AT FOR SIMPLE SPAN. (B)AO = AI+ }AT FOR END SPANS OF CONTINUOUS BRIDGE. (C) A0 = A,+ 2AT FOR INTERIOR SPANS OF CONTINUOUS BRIDGE. © TOTAL INITIAL PRESTRESS 15 BASED ON 75Y f's. AND As = 0.167 SQ. IN. DESIGN: AASHTO, SERIES OF 1992, WITH MINOR MODIFICATIONS. DESIGN STRESSES: DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE TO BE IN ACCORDANCE WITH A.A.S.H.T.O. STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES,SERIES OF 1992: REINFORCING STEEL IN ACCORDANCE WITH SECTION B,GRADE 60. CONCRETE IN ACCORDANCE WITH SECTION 9,f'c = 7500 PSI. PRESTRESSING STEEL IN ACCORDANCE WITH SECTION 9, f's = 270,000 PSI. NOTES: (CONTINUED) MINIMUM CONCRETE f'c (AT 28 DAYS)SHALL BE 7500 psi. MINIMUM f'cl AT RELEASE SHALL BE 6000 psi. FOUR "+ DIAMETER STRANDS STRESSED TO NOT MORE THAN 4,000 LDS. EACH MAY BE USED IN LIEU OF BARS 5al AND Sat IN THE TOP FLANGE. WHEN EXPANSION JOINTS ARE USED,CONCRETE SEALER SHALL BE APPLIED TO THE PRESTRESSED BEAM END SECTIONS. THE SEALING SHALL BE IN ACCORDANCE WITH MATERIALS I.M.570 AND 491.12. 32, 3s 66.1 • \� \ \%\ JI Il I I 6 — — j I' -114 —N (u7 D =2� D�� W m rm o 4e 4dl l o ay L 4= , k—H I/� 664bl AA562 5b3 MV� �____ „ / _ NOTE: ALL BAR DIMENSIONS ARE OUT TO OUT D �I' -0 D =PIN DIAMETER FOR BENDING 4h (UNLESS OTHERWISE SHOWN) #4 BAR D= 2 4dl (ALTERNATE) u5 BAR D= 22, DATA DEFLECTION (IN.) AN PERMISSIBLE MAX. SPACING w o vi zm MASTIC) TIME 2 ELASTIC) el (PLASTIC) AT LOADING LOAD II I - ^ Im Q WEIGHT P: ° :ONC. STEEL CONC. STEEL CONC. STEEL IIAPH DIAPH DIAPH DIAPH 01l� DIAPH 1.91 0.48 j TIGI �� NOTES: THESE BEAMS ARE DESIGNED FOR AASHTO LIVE LOADS AS INDICATED IN ABOVE TABLE WITH AN ALLOWANCE OF 20 LBS. PER SQUARE FOOT OF ROADWAY FOR FUTURE WEARING SURFACE. HOLD DOWN POINTS FOR DEFLECTED STRANDS MAY BE MOVED TOWARD ENDS OF BEAM A DISTANCE OF 0.05 L MAXIMUM AT PRODUCER'S OPTION. ALL PRESTRESSING STRANDS SHALL BE z "+ DIAMETER (NOMINAL STEEL AREA = 0.167 IN2)AND CONFORM TO ASTM A416 GRADE 270 LOW RELAXATION STRANDS. MINIMUM STRAND BREAKING STRENGTH SHALL BE 45,100 LBS. TOPS OF BEAMS ARE TO BE STRUCK OFF LEVEL AND INTENTIONALLY ROUGHENED TRANSVERSELY TO A FULL AMPLITUDE OF APPROXIMATELY q "EXCEPT A 2INCH WIDE FINISH SHALL BE PROVIDED ON THE TOP EDGE ON ONE SIDE ONLY OF THE BEAM. BEARINGS SHALL BE AS DETAILED ON OTHER DESIGN SHEETS. BEAMS TO BE USED IN BRIDGES MADE CONTINUOUS BY THE POURED IN PLACE FLOOR, ARE TO BE AT LEAST 28 DAYS OLD BEFORE THE FLOOR IS PLACED UNLESS A SHORTER CURING TIME IS APPROVED BY THE BRIDGE ENGINEER. THE PORTIONS OF THE PRESTRESSED BEAMS THAT ARE TO BE EMBEDDED IN THE ABUTMENT AND PIER DIAPHRAGMS SHALL BE ROUGHENED FOR A DISTANCE OF 10" FROM THE BEAM END BY SANDBLASTING OR OTHER APPROVED METHODS TO PROVIDE SUITABLE BOND BETWEEN THE BEAM AND THE DIAPHRAGM IN ACCORDANCE WITH ARTICLE 2403.14 OF THE SPECIFICATIONS. UNLESS OTHERWISE NOTED ALL BEAMS ARE TO BE INCREASED IN LENGTH BY .0005L TO COMPENSATE FOR ELASTIC SHORTENING, CREEP AND SHRINKAGE. FOR TRANSPORTING,THE OVERHANG AT EITHER END SHALL NOT EXCEED IG FEET. THE CONTRACTOR SHALL ASSURE THE LATERAL STABILITY OF THE BEAMS DURING HANDLING, TRANSPORTING AND ERECTION BY PROVIDING TEMPORARY BRACING AS NEEDED. IF THE STEEL DIAPHRAGM OPTION IS ALLOWED AND USED, HOLES MUST BE CAST IN THE WEB TO ACCOMMODATE THE STEEL DIAPHRAGM ATTACHMENTS AS DETAILED ON THE STEEL DIAPHRAGM DETAIL SHEET. DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 13P -7 CENTER SPAN,2 - 130' -7 END SPANS BT BEAM DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 23 OF 39 FILE NO. OESIGN N0. I DESIGN TEAM HOWARD R.GREEN COMPANY I STANDARD SHEET 4650 I JOHNSON COUNTY I PROJECT NUMBER HOP- 3715(634)- -71 -52 SHEET NUMBER 2 3 ;'14'-,'UL 17 erieocc- O: CAD 'I88nUOJ'Erf tr�a l'.12EI'InLIJ .t: rU 4cl 2 -5bi 4dI,A 2 -5L 4d1,' LI BEARING 4cl, 4bl & 4dl 9 I 1 502} 404 2083 20 EQ. SPACES AT 9 15' -0 _ ry� ___ __ -___. __ -_— ___ - 1' -Ozl '1 -4 `1' -5x _ 501 I SYMMETRICAL ABOUT 30 SPACES AT 6 45' -0 p 4cl 9 31 EQ. SPACES AT I' G 46 6 p 4cl, 461, 4d1 _ __.._ iA 5a2 P I I I - _ 4cl �l_ :) �� i 2' -2 TYP. 2 1' 03 3 16 N CL. 0 N Ut _ 5. Z rm CL. o P u, 10+ r � x a 4dl a a — N N 6� I(1 4c1'i _I _II _I J_I J L I�� 3 I � e, � I. 4e 2 129' -7 � -� BEARINGS 4 12 12 HOLD DOWN 13' -0 POINT A _- - „_. 130' -II END TO END OF BEAM _ LB I' CL. END OF BEAM — BT 130 5al Sa2 a a v c LL LL 4 c U) LOCATION OF FOUR STRANDS IF USED IN LIEU TYP 3 OF SIX 5a BARS _ _ _ 2 1)Is AA4bl - N P I I I - _ 4cl �l_ :) �� i � d 1 % I/ �. �lr� 2 1' 03 3 16 N CL. 0 _ 5. Z rm CL. o P u, 10+ r � x a 4dl a a — N N 6� I(1 AREA = 788.33 IN2 2� 11 0 2 2 2' -2 `3� 'M I� FILLET ye= 33.58 IN -1� � li CL. I = 533,012 IN4 BT BEAM CROSS BEAM SECTION SECTION A —A SECTION END OF PROPERTIES Sa2 Sal BEAM 2' -III TOP FLANGE LONGIT.BAR LAYOUT SEE SHEET 22 FOR INTERMEDIATE DIAPHRAGM BOLT HOLE LOCATIONS A DIMENSIONS AT END OF BEAM AA EPDXY COATED BARS VIEW C —C SECTION B —B cl DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS BT 130 BEAM DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 24 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 4657 JOHNSON COUNTY PROJECT NUMBER HOP- 3715(634)- -71 -52 SHEET NUMBER 2 4 R /Id /PDiI� atr.mn fD . Gil` IPRFviin I' P,,f --,, 12WlNfJ I-�m BACK FACE OF ABUTMENT CONSTRUCTION JOINT 130' -7 END SPAN RAIL POSTS —� SEE SHEET 38 1' -11 13 SP. 13 9' -9 = 126' -9 FOR BARRIER APPROACH I WEIGHT s RAIL END I TS 7 x 5 x 16 DETAIL. SEE I RAIL POST (TYPJ P/— PARAPET VERTICAL U SHEET 26. I TS 12 x 4 x y (TYPJ a '. R AST. 1' -0 = 129' -7 133 -5c1 & 5c2 0 4Q INSIDE ELEVATION HATCHED AREA INDICATES AREA OF BOND BREAKING COATING. 128' -7 CENTER SPAN CONSTRUCTION JOINT /TYPICAL PERMISSIBLE JOINT 2' -0 I 13 SP.O 9' -7 = 124' -7 CONSTRUCTION I 2' -0 TS 4 x 4 x RAIL POSTS s POST (TYP.) z DIA. WEEP li DIA. VENT TS 9 x 4 x 16 I / HOLE (T YP.I °I : HOLE (TYP.) (TYP.)� Y I-- OF I IN „m l� I /—INTERSECTION I I A `2 -5d1 J 3 3 128 SP. 0 AST. I' -0 = 127' -7 LIGHT POLE BASE 130 -5cl & 5c2 INSIDE ELEVATION OF BARRIER RAILING BARRIER RAILING,I�_ ANCHOR BOLTS II 5 12 -5d2� I SECTION A -A 5c3 C IGHT POLE BASE LIGHT POLE 5.3 ANCHOR BOLTS (SEE SHEET 30) 3 1 1 3 SP. a 10 = 2' -6 1 1 3 2 1'-10h-1D CL ANCHOR BOLTS +f� BENT BAR DETAILS 4. . 11-0 5,3 10, i I I 5} l D=33, 6 �5 N II 5cl 5c2 5c3, 5c4 EPDXY REINF.STEEL - TWO BARRIER RAILS MARK LOCATION SHAPEI N0, I LENGTH I WEIGHT 501 PARAPET VERTICAL U 792 5' -11 4888 5c2 PARAPET VERTICAL JJ 808 5' -7 4705 5c3 LIGHT POLE BASE U 8 10' -5 87 5c4 LIGHT POLE BASE U 8 II ' -5 95 5dl PARAPET LONGITUDINAL 108 45' -7 5135 5d2 LIGHT POLE BASE 32 2' -8 89 5d3 LIGHT POLE BASE 8 1' -8 14 (INCLUDED WITH SUPERSTRUCTURE HEINE.) TOTAL (LES.)= 15014 CONCRETE PLACEMENT SUMMARY SECTION TOTAL END SPANS (4) 62.9 CENTER SPANS (2) 31.0 LIGHT POLE BASE (4) 3,6 TOTAL 97.5 CONCRETE BARRIER RAIL QUANTITIES ITEM I UNITS QUANTITY CONCRETE BARRIER RAIL AESTHETIC LIN. FT, 792 5d2 BOND BREAKING BARRIER RAIL NOTE: M COATING I SEE SHEET 26 FOR RAIL NOTES. R I v i R• ANCHOR POLE BOLTS DESIGN FOR 00 SKEW JOINT SEALERS (SEE SHEET 30) 392' -9 X 57' -6 PRETENSIONED -0N -TOP-& SIDES ; -VEE -I - PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS SECTION B -B SECTION C -C SECTION D -D 2' -D CONCRETE BARRIER RAIL 5c2 STATION: 898 +45.63 McCOLLISTER BLVD. CONSTRUCTION JOINT DETA i LS SECTION E- E AT IOWA RIVER JOHNSON COUNTY AUGUST 2007 LIGHT POLE BASE IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 25 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 4657 JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 25 6/16/2007 - dmaxwel \ \hrgsls \data\ CAD \1R8000J \Brfir:al \18EODOJ.brq � I� DIA. HOLE BASE PLATE1 2 2 —� BASE PLATE 1� DIA. HOLE I -� I AT BACK OF RAIL TS 7 x 5 x 16 2 DIA. VENT HOLE J BASE PLATE S 12 x 4 x a i r L TS 9 x 3 x„ PLATED TO II I 98' x 3a FINISHED SIZE -OR - FORMED TUBE 9q x 3e x i Ij i Hr z DIA. WEEP 1�— HOLE AT UNDERSIDE I 4 1 q CENTER (TYP.) i�— RAIL SLEEVE DETAIL (IF NECESSARY) CONC BARR BUMF SIDE TS 12 TY VI x 4 x 3 x 3 x 7 x 5 x 56 DIA. WEEP HOLE i BASE PLATE STRUCTURAL TUBE RAIL DETAIL TYP. TS 12 x 4 x ; PLATE I F{ 2 DIA. WEEP HOLE �ON UNDERSIDE AT i FROM i I BACK FACE OF TUBE (TYP.) RAIL END DETAIL I' -10 �-� BASE PLATE HEX NUT & _ WASHER (TYP .) t / ( 1 e DIA. STEEL STUD CONCRETE ANCHORS (TYP.) 1 61 1 1 ANCHOR DETAIL PREMANUFACTURED AND ASSEMBLED 75' LONG BENCH WITH a° 0 STEEL ROD SEAT, ARMS AND BACK (ANCHORED TO DECK WITH e' 0 THREADED ANCHORS EMBEDDED A MINIMUM OF 22 "J r1 2 THREAD PROJ. (TYP.) BARRIER RAIL NOTES: -I I _ TOP OF THE BARRIER RAIL IS TO BE PARALLEL TO THE THEORETICAL 'i _ -- GRADE. MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING DA�f!Y �j iI f'(I (_ IS TO BE 2' UNLESS OTHERWISE NOTED OR SHOWN. ALL EXPOSED CORNERS 900 OR SHARPER ARE TO BE FILLETED WITH A j^ DRESSED AND BEVELED STRIP. U\ ALL BARRIER RAIL CONCRETE IS TO BE CLASS 0. �l 1 V ALL BARRIER RAIL REINFORCING IS TO BE EPDXY COATED. THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX CAULKING SEALER MARKETED FOR OUTDOOR USE. NO TESTING OR CERTIFICATION IS REQUIRED. COST OF THE JOINT SEALER AND BONO BREAKER SHALL BE CONSIDERED INCIDENTAL TO OTHER CONSTRUCTION. THE PERMISSIBLE CONSTRUCTION JOINTS ARE TO BE PLACED BETWEEN VERTICAL BARS AT A MINIMUM SPACING OF 20'-0 FEET. CONSTRUCTION JOINT SURFACES ARE TO BE COATED WITH AN APPROVED BOND BREAKER. THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT BASIS. THE NUMBER OF LINEAL FEET OF BARRIER RAIL INSTALLED WILL BE PAID FOR AT THE CONTRACT PRICE PER LINEAL FOOT BASED ON PLAN QUANTITIES. THE PRICE BID FOR "CONCRETE BARRIER RAILING AESTHETIC" SHALL BE FULL COMPENSATION FOR FURNISHING ALL EQUIPMENT LABOR, AND MATERIAL, EXCEPT REINFORCING STEEL,REQUIRED TO ERECT 'N THE RAIL ACCORDANCE WITH THESE PLANS AND CURRENT STANDARD SPECIFICATIONS. ALL BARRIER RAIL REINFORCING STEEL IS TO BE INCLUDED WITH THE SUPERSTRUCTURE REINFORCING STEEL. CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE BARRIER RAIL - 3.25 SQUARE FEET. ANCHORAGES SHALL BE ACCURATELY PLACED AND SUPPORTED TO PROVIDE CORRECT ALIGNMENT OF RAILING NORMAL TO GRADE. THE MATERIAL FOR TUBE RAIL AND POSTS SHALL BE STANDARD STEEL TUBES MEETING THE REQUIREMENTS OF A.S.T.M. A500, GRADE B. ALL BOLTS, NUTS, AND WASHERS SHALL BE GALVANIZED. GALVANIZE ALL OTHER STRUCTURAL STEEL AFTER FABRICATION. ALL STEEL SHALL BE PAINTED WITH EXTERIOR GRADE PAINT SYSTEM AFTER GALVANIZING,SEE SPECIAL PROVISIONS. COLOR SHALL BE HAL 7022. THE STUD CONCRETE ANCHORS SHALL BE GALVANIZED AND HAVE A MINIMUM ULTIMATE BOND STRENGTH OF 46,600 POUNDS, WITH A MINIMUM 9- EMBEDMENT LENGTH. SEE SHEETS 30 TO 33 FOR LIGHTING DETAILS, INCLUDING CONDUIT AND JUNCTION BOX LOCATIONS SEE SHEET 29 FOR BARRIER RAIL AND LIGHT POLE BASE REVEALS. BENCH LOCATION AT BUMP -OUT (RAILING NOT SHOWN) BENCH NOTES: SHOP DRAWINGS SHALL HE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO BENCH FABRICATION. NOMINAL BENCH DIMENSIONS ARE 30' DEEP x 32' HIGH x 75" LONG WITH A 572" SEATING LENGTH. ARMS AND BACK SHALL BE THE SAME HEIGHT AND SUPPORTED BY COMPOUND CURVED STEEL BENCH LEGS, I�- DIAMETER. CENTER TO CENTER OF 1° DIAMETER MOUNTING HOLES SHALL SHALL BE 6243" ALONG THE FRONT AND 222" FRONT TO BACK OF BENCH. BENCH SHALL BE POWDER COATED ACCORDING TO PROJECT PROVISIONS. COLOR TO BE UMBER GREY RAL 7022. e ��- BUMP OUT GRILL 7TYP }$TD.t GRILL (TYP.) DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PIER PRESTRESSED CONCRETE BEAM BRIDGE PERSPECTIVE VIEW OF BRIDGE AT PIER I - 131' -7 CENTER SPAN,2 - 130' -7 END SPANS CONCRETE BARRIER RAIL STATION: 898 *45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION OESIGN SHEET NO. 26 OF 39 FILE NO. DESIGN N0. _ DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 4657 JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 '2 6 SHEET NUMBER 9/71/9M7 0��,.,,.a S.L,,."I.Sa,»S rnm ioannn nn_n ,.,I�,00nnn, �__ i 6 SEE PLAN AT ABUTMENT ABUTMENT 5 PANELS 0 16' -0 - 80 -0 —I 12'-9 SEE PLAN / \ \ AT BUMP -OUTJ SEE PLAN / AT BUMP -OUT- I -2 B 15-11" 3T PRECAST COLUMN SEE SHEET 29 7­2'l RAILING LAYOUT 7' -5 15 PANELS 0 \ \ .I i SEE PLAN AT BUMP -OUT 13' -2 �—=96, 6 PANELS 0 16' -0 1 5' -6 -0 .I� r.�RAILING 3 IAN ,iqT I, UTt tNf 4"y PLAN AT BUMPOUT \ SEE PLAN AT ABUT MENT —�` r� 'I 4 TS 4 x 4 x ABUTMENT SEE PLAN AT STEEL TOP RAa —CNC CUT RAILING LAYOUT BUMP -OUT } STEEL . 3 'o c TS 2 x 2 x �3 STEEL RAILS — �O Ia I x I SQUARE BAR STEEL RAILS m m ;V,� r - I 1 I I I I I TS 4 x 4 x STEEL TOP RAIL i 6 SEE PLAN AT ABUTMENT ABUTMENT 5 PANELS 0 16' -0 - 80 -0 —I 12'-9 SEE PLAN / \ \ AT BUMP -OUTJ SEE PLAN / AT BUMP -OUT- I -2 B 15-11" 3T PRECAST COLUMN SEE SHEET 29 7­2'l RAILING LAYOUT 7' -5 15 PANELS 0 \ \ .I i SEE PLAN AT BUMP -OUT 13' -2 �—=96, 6 PANELS 0 16' -0 1 5' -6 -0 .I� r.�RAILING 3 IAN ,iqT I, UTt tNf 4"y PLAN AT BUMPOUT \ SEE PLAN AT ABUT MENT —�` r� 'I 4 TS 4 x 4 x ABUTMENT SEE PLAN AT STEEL TOP RAa —CNC CUT RAILING LAYOUT BUMP -OUT } STEEL . 3 'o c TS 2 x 2 x �3 STEEL RAILS — �O Ia I x I SQUARE BAR STEEL RAILS m m ;V,� TS 3 x 3 x m STEEL POSTS TS 4 x 4 x STEEL TOP RAIL B0 oa —TS 3 x 3 x 3 STEEL POSTS STEEL STD. RAILING e DIA. STUD CONCRETE CHEMICAL El— TS 2 x 2 x STEEL RAILS ANCHOR (5* EMBEDMENT) GRILL PANEL I x I SQUARE BAR STEEL RAILS 0 o TOP OF DECK--/ o 0 0 0 2' (TYP.) o 0 } x 6 x 2'-0, PLATES } z 6 x Ila PLATE --� 16' -0 RAIL PANEL (TOTAL OF 34) Il' -I? (Ii' -2 PANFI I- 14 -41 (I4 -S PANFI I 2 x 6 x 2'-Os' PLATE } x 6 x Ila PLATE —� 13' -2 & 15' -5 RAIL PANEL (TOTAL OF 4 - 13' -2 & 2 - 15-5) DESIGN TEAM HOWARD R.GREEN COMPANY TS 3, z 3} x STEEL RAIL SLEEVE ;V,� TS 3 x 3 x m STEEL POSTS TS 4 x 4 x STEEL TOP RAIL TS 3 x 3 x 3 STEEL BOTTOM RAIL —TS 3 x 3 x 3 STEEL POSTS STEEL STD. RAILING e DIA. STUD CONCRETE CHEMICAL El— TS 2 x 2 x STEEL RAILS ANCHOR (5* EMBEDMENT) GRILL PANEL I x I SQUARE BAR STEEL RAILS 0 o TOP OF DECK o 0 0 0 2' (TYP.) 0 0 2 x 6 x 2'-Os' PLATE } x 6 x Ila PLATE —� 13' -2 & 15' -5 RAIL PANEL (TOTAL OF 4 - 13' -2 & 2 - 15-5) DESIGN TEAM HOWARD R.GREEN COMPANY TS 3, z 3} x STEEL RAIL SLEEVE ;V,� TS 3 x 3 x m STEEL POSTS TS 4 x 4 x STEEL TOP RAIL TS 3 x 3 x 3 STEEL BOTTOM RAIL —TS 3 x 3 x 3 STEEL POSTS STEEL STD. RAILING e DIA. STUD CONCRETE CHEMICAL El— TS 2 x 2 x STEEL RAILS ANCHOR (5* EMBEDMENT) GRILL PANEL I x I SQUARE BAR STEEL RAILS TYPICAL RAIL SECTION (TOTAL OF 80) RAILING NOTES: THE ORNAMENTAL METAL RAILING IS TO BE BID ON A LINEAL FOOT BASIS MEASURED — CNC CUT 2' STEEL STO.RAILING GRILL PANEL END TO END OF RAIL. THE PRICE BID FOR "ORNAMENTAL METAL RAILING' SHALL BE FULL —{` -3e COMPENSATION FOR FURNISHING ALL MATERIAL, INCLUDING ANCHOR BOLTS AND SHIMS TS 3 x 3 x AND ALL OF THE EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH 15 STEEL BOTTOM RAIL THESE PLANS AND SPECIFICATIONS. MAXIMUM CLEAR DISTANCE BETWEEN HORIZONTAL MEMBERS SHALL BE 37". DUMMY ALL POSTS SHALL BE VERTICAL. 'l'1'7IS� RAILS TOP OF RAIL SHALL BE PARALLEL TO TOP OF DECK. THE MATERIAL FOR TUBE RAILS,POSTS AND SPLICE TUBES SHALL BE STANDARD STEEL TUBE MEETING THE REQUIREMENTS OF ASTM A500, GRADE B. BASE PLATES AND SHIMS SHALL MEET THE REQUIREMENTS OF ASTM A- 36.PANELS AND END SECTIONS SHALL BE GALVANIZED, AFTER FABRICATION, IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A -123. ENDS OF RAIL SECTIONS ARE TO BE SAWED OR MILLED. ALL CUT ENDS ARE TO BE 3 _ TRUE, SMOOTH, AND FREE OF BURRS OR RAGGED EDGES. ALL MATERIAL SHALL DE CONNECTED WITH ALL AROUND 3' FILLET WELDS UNLESS TS 3i x 32 x 3 F3 OTHERWISE SHOWN. STEEL RAIL SLEEVE ALL ORNAMENTAL METAL RAILING SHALL BE PAINTED WITH EXTERIOR GRADE PAINT SYSTEM FINISH AFTER GALVANIZING.SEE SPECIAL PROVISIONS COLOR SHALL BE RAL 7022. TS 4 z 4 x STEEL TOP RAIL THE STUD CONCRETE ANCHORS SHALL BE GALVANIZED AND HAVE A MINIMUM PULL TS 3 x 3 x ,s STEEL POSTS OUT STRENGTH OF 8300 POUNDS BASED ON 4000 PSI CONCRETE WITH AN EMBEDMENT OF 5 ". a— TS 2 x 2 x 3 STEEL RAILS FOR DETAILS OF CONCRETE BARRIER RAIL SEE DESIGN SHEET 25 OF THESE PLANS. FOR PERSPECTIVE VIEW OF BRIDGE SEE SHEET 26 I x I SQUARE BAR STEEL RAILS SEE SHEET 28 FOR ADDITIONAL DETAILS AND QUANTITIES. CNC CUT } STEEL STD. RAILING GRILL PANEL -1 3s B TS 3 x 3 X 3 STEEL BOTTOM RAIL DUMMY RAILS STANDARD SHEET 4657 I JOHNSON COUNTY I PROJECT NUMBER DESIGN FOR Oo SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS RAILING DETAILS STATION: 898-45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 27 OF 39 FILE NO. DESIGN N0. HOP- 3715(634)- -71 -52 I SHEET NUMBER 97 178 5'-278 12'-5 �I 5' -278 FIN 0 m , 978 } x 6 x 1178 PLATE i x 6 x 0' -2 PLATE 4 EXTENSION 1 (CONNECTED TO RIGHT PANEL,EXCEPT AT CORNER) )1 I TOP OF DECK 12' -9 PANEL (BUMP -OUT SIDE & ABUTMENT) (TOTAL OF 12 - 6 AS SHOWN,6 OPPOSITE HAND) SEE PLAN AT ABUTMENT ON SHEET 27 FOR ABUTMENT RAIL LOCATION. I I SECTION TOTAL 5' -6 PANELS (END SPAN) 1=10ma will 34 12' -9 PANEL (BUMP -OUT SIDE & ABUTMENT) (TOTAL OF 12 - 6 AS SHOWN,6 OPPOSITE HAND) SEE PLAN AT ABUTMENT ON SHEET 27 FOR ABUTMENT RAIL LOCATION. I I } x 6 x 11' PLATE CNC CUT } STEEL STEEL BUMP OUT GRILL PANEL (TOTAL OF 16) TS 4 x 4 x s STEEL TOP RAIL TS 3 x 3 x 136 STEEL POSTS TS 2 x 2 x s STEEL RAILS I x I SQUARE BAR STEEL RAILS N 3 TOP OF DECK I I���I �I} � 4 � 1a�3 378 3 la��4 � Ii�� RAILING MOUNTING PLATE (DOUBLE POST) I (5' -6 PANEL); 6' -7y (T -5 PANE il� �TS EL x IL x s I STEEL RAIL SLEEVE TS 4 x 4 x 3, STEEL TOP RAIL � TS 3 x 3 x STEEL POSTS TS 2 x 2 x STEEL RAILS x I SQUARE BAR STEEL RAILS } x 6 x 2'-078 PLATE DIA.BOLTS RAILING PLACEMENT SUMMARY SECTION TOTAL 5' -6 PANELS (END SPAN) 4 16-0 PANEL 34 13' -2 PANEL (END SPAN) 4 12' -9 PANEL (BUMP -OUT) 8 12' -9 PANEL (ABUTMENT) z z 6 x 1178 PLATE TS 4 x 4 x 3 STEEL TOP RAIL 8 7' -5 PANEL (CENTER SPAN) 11 15' -5 PANEL (CENTER SPAN) ( I I (JI TS 3 x 3 x �3 STEEL POSTS - — —� - — (D— 0 0 0 o TOP OF DECK 2"ITYPJ BEND (t9 LONGITYP. TOP OF DECK 2" (TYP.I - -- TS 2 x 2 x , 6 STEEL RAILS I - 131'-7 CENTER SPAN, 2 - 130' -7 END SPANS II rL e DIA. BOLTS I x l SQUARE BAR STEEL RAILS RAILING DETAILS I II I I CNC CUT } STEEL BUMP OUT GRILL PANEL LI z 4 ! 1 e 3 Is 2 is 1` 1 s I 4 I I i AT IOWA RIVER AUGUST 2007 _I' JOHNSON COUNTY (TOTAL OF 6 - 4 AS SHOWN,4 OPPOSITE HAND) TS 3 x 3 x ,s STEEL BOTTOM RAIL (TOTAL OF 6 - 4 - 5' -6 & 2 - 7'-5) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION RAILING MOUNTING PLATE DUMMY RAILS W/ 900 BEND ( -9 LONG) JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 'Z 8 9/20/2007 e5lange \ \hrgsis\ data\ CAD \188000J \BrTlnal \188000J.6rq (SINGLE POST) } x 6 x 11' PLATE CNC CUT } STEEL STEEL BUMP OUT GRILL PANEL (TOTAL OF 16) TS 4 x 4 x s STEEL TOP RAIL TS 3 x 3 x 136 STEEL POSTS TS 2 x 2 x s STEEL RAILS I x I SQUARE BAR STEEL RAILS N 3 TOP OF DECK I I���I �I} � 4 � 1a�3 378 3 la��4 � Ii�� RAILING MOUNTING PLATE (DOUBLE POST) I (5' -6 PANEL); 6' -7y (T -5 PANE il� �TS EL x IL x s I STEEL RAIL SLEEVE TS 4 x 4 x 3, STEEL TOP RAIL � TS 3 x 3 x STEEL POSTS TS 2 x 2 x STEEL RAILS x I SQUARE BAR STEEL RAILS } x 6 x 2'-078 PLATE DIA.BOLTS RAILING PLACEMENT SUMMARY SECTION TOTAL 5' -6 PANELS (END SPAN) 4 16-0 PANEL 34 13' -2 PANEL (END SPAN) 4 12' -9 PANEL (BUMP -OUT) 8 12' -9 PANEL (ABUTMENT) 4 7' -6 PANEL (BUMP -OUT) 8 7' -5 PANEL (CENTER SPAN) 2 15' -5 PANEL (CENTER SPAN) 2 STEEL RAILING QUANTITIES ITEM UNIT QUANTITY ORNAMENTAL METAL RAILING LIN. FT. 877 STEEL RAIL n STEEL BOTTOM RAIL ' xBOTTOM" IT 3 x 3 x DESIGN FOR 0° SKEW STEEL RAIL n STEEL BOTTOM RAIL 392' -9 X 57' -6 PRETENSIONED ��� PRESTRESSED CONCRETE BEAM BRIDGE DUMMY RAILS W/ 90° ° ° D ° ° DUMMY RAILS w/ 900 0 0 0 o TOP OF DECK 2"ITYPJ BEND (t9 LONGITYP. TOP OF DECK 2" (TYP.I - -- REND ( ±9 LONG)TYP. I - 131'-7 CENTER SPAN, 2 - 130' -7 END SPANS RAILING DETAILS j x 6 x Ills PLATE 78 x 6 x 11' PLATE 2 x 6 x 1178 PLATE } x 6 x 1178 PLATE STATION: 898,45.63 McCOLLISTER BLVD. BUMP OUT END PANEL 5' -6 & 7' -5 RAIL PANEL AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY (TOTAL OF 6 - 4 AS SHOWN,4 OPPOSITE HAND) (TOTAL OF 6 - 4 - 5' -6 & 2 - 7'-5) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SMET NO. 28 OF 39 FILE N0. DESIGN N0. DESIGN TEAM HOWARD R.GREEN COMPANY STANDARD SHEET 4657 JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 'Z 8 9/20/2007 e5lange \ \hrgsis\ data\ CAD \188000J \BrTlnal \188000J.6rq I NOTE: L 9' -7 OR 9' -9 I CONSTRUCTION JOINTS TO —'I BE LOCATED OUTSIDE OF REVEAL, 5'x7' STEEL TUBE II II CONCRETE BARRIER RAIL I. K L I m o " REVEAL (PEDESTRIAN 6 1 6 ' SIDE ONLY)— ' -0 1 2' -92' OR 2' -IO2 1 3' -0 OR 2' -10 BARRIER RAIL REVEAL LAYOUT 1' -0 PRECAST OA iL 2' -3 PRECAST OB FACE OF I ° PRECAST I r; P O 14 STIRRUP 6 4 ° i x 4 BENT PLATEI v ° I (I' -3 LONG- PRECAST A in 44 BAR 2,_6 LONG- PRECAST 6g) = U (TYPJ I I' -7 MOUNTING BRACKET .� SIDE SECT I ON A -A %5 SLOT D FOR 411 PART AO DETAILS MOUNTING PART(Z) BRACKET CAULK (T ___ / r IT - 2' -0 SIDE SECTION SECTION B -B C -C PART (B DETAILS BRACKET DESIGN TEAM HOWARD R.GREEN COMPANY I r G°; IsVdataACAD\188000JABr( I na I\188UDUJ. Urg BARR I Ef REVEAL. I I I I —7 i 0 *COLORED SEALER COATING COLOR SHALL BE HC -133 "BOMBAY" OR EQUAL. ALL EXPOSED SURFACES OF LIGHT POLE BASE, CONCRETE LIGHT BARRIER RAIL,& PRECAST COLUMN ARE TO BE COATED ALONG WITH END OF PIER DIAPHRAGM UNDER BUMPOUT AND SIDE & BOTTOM OF EXTERIOR BEAMS. n INSIDE FACE PROFILE OUTSIDE FACE PART OA REVEAL DETAILS STANDARD SHEET 4657 *COLORED COATING -"L YCOLORED SEALER COATING PIER e DIA. STUD CONCRETE CHEMICAL ANCHOR (TYPJ SIDE ELEVATION COLUMN QUANTITIES ITEM UNITS QUANTITY PRECAST COLUMN EACH 4 PRECAST COLUMN NOTES: THE PRECAST COLUMN IS TO BE BID ON AN EACH BASIS. PRICE BID FOR 'PRECAST DECORATIVE COLUMN' SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, INCLUDING BOLTS AND SHIMS,MOUNTING BRACKETS AND ALL EQUIPMENT AND LABOR REQUIRED TO FABRICATE AND ERECT THE PRECAST COLUMN (PARTS OA & OB )ACCORDING TO THESE PLANS AND SPECIFICATIONS. MOLDS FOR PRECAST COLUMN SHALL BECOME THE CITY'S PROPERTY AND DELIVERED TO THEM AS DIRECTED. THE STUD CONCRETE ANCHORS SHALL BE GALVANIZED AND HAVE A MINIMUM PULL OUT STRENGTH OF 8000 POUNDS BASED ON 4000 PSI CONCRETE. THE MOUNTING BRACKETS SHALL BE GALVANIZED. FINISH OF CONCRETE BARRIER, LIGHT POLE BASE, AND COLUMNS SHALL BE RUBBED UNLESS OTHERWISE SHOWN. ALL REINFORCEMENT SHALL BE EPDXY COATED. ° DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS RAILING DETAILS LIGHT POLE BASE ' " "V" °' °` "'' °' yV " " "° OLIU. AT IOWA RIVER AUGUST 2007 REVEAL DETAIL JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION (BOTH FACES) OESI GN SHEET 140. 29 OF 39 FILE NO. RESIGN N0. JOHNSON COUNTY I PROJECT NUMBER HOP- 3715(634)- -71 -52 SHEET NUMBER 'f C) 3' -0 MIN, BLEND WITH EMBANKMENT ( TYP .) SOIL-/ WIDTH FOR RIO PIIRPOCFQ 3' -0 OUT TO OUT OF BRIDGE SLAB 3' -0 z NOTE ENGINEERING FABRIC ENDS I BID PER TON SHALL INCLUDE ALL COSTS FOR MATERIAL AND LABOR N � I SUBDRAIN z a THE CONTRACTOR IS TO SHAPE THE MACADAM ARE TO BE BURIED EXCESS SOIL FROM SHAPING OR TRENCHING SHALL BE CONSIDERED INCIDENTAL TO PLACING THE SLOPE PROTECTION. WHERE EROSION CONTROL WORK HAS BEEN 4' -0 COMPLETED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PLANT 3 o ° STONE, ENGINEERING FABRIC AND SUDDRAINS 6" TO PREVENT DESIGNATED BY THE ENGINEER, IN ACCORDANCE WITH SECTION 2601 OF THE CURRENT STANDARD SPEC IFICATIONS,AT THE CONTRACTOR'S EXPENSE. � o AROUND PIER COLUMNS AS DIRECTED BY THE UNDERMINING f �I t r. � a K 3' -0# ENGINEER. CLA55 'E' RIPRAP" 'CLASS 'E'RIPRAP" UNDER BRIDGE I I. z LEVEL GRANULAR SUBBASE OR tO NDER BRIDGE POROUS BACKFILL coM1 +PACTEO DETA I L "A" *11L FEND NORMAL - - I i o e OF OR,1'q( `. o N n a ENGINE ERIN {L - - -- I--- _- f li +l lA� � fill,�i s, FABRIC -y �j _ -_ - -_ _ _ __ ___- 3 1 (NORMAU _ ' j � f �'�((, BOTTOM - I e e_s CLASS 'E' RIPRAP" —TOE OF - - - OF FOOTING a 3:1 SLOPE ° X 11 N SEE DETAIL "A" SLOPE I" PER FOOT ENGINEERING FABRIC (FOR TRANSVERSE LIMIT OF SEE SECTION B -8 & C -C I. ). LONGITUDINAL SECTION ALONG ROADWAY DITCH (SEE \ EtJD OF SECTION B -B ) ENGINEERING FABRIC SECTION A -A 3' -0 MIN, BLEND WITH EMBANKMENT ( TYP .) SOIL-/ WIDTH FOR RIO PIIRPOCFQ 3' -0 OUT TO OUT OF BRIDGE SLAB 3' -0 PAYMENT FOR "CLASS 'E'RIPRAP" WILL BE MADE ON oz A TON BASIS FOR SLOPE PROTECTION CONSTRUCTED. THE UNIT PRICE I BID PER TON SHALL INCLUDE ALL COSTS FOR MATERIAL AND LABOR N � I SUBDRAIN FLAT TO 100 f1 SLOPE FLAT TO 100 :i SLOPE 3' -0 3' -0 MIN. BLEND WITH EMBANKMENT ( TYP. ) 501 L ndP PERFORATED SUBDRAIN IL' 1 9' -0 ENGINEERING "CLASS 'E'RIPRAP" ENGINEERING FABRIC (TYP.) FABRIC (TYP.) ENGINEERING FABRIC SECTION B -B WIDTH FOR BID PURPOSES OUT TO OUT OF BRIOGF S FLAT TO 100 :I SLOPE FLAT TO 100 :I SLOPE 000 0 0 "CLASS 'E'RIPRAP" "CLASS 'E'RIPRAP" 000 00 0 I "31' TdA syt. 1A ayn — ENGINEERING POROUS BACKFILL FABRIC (TYP.) (TO LIMITS SHOWN ENGINEERING IN SECTION A -A ) FABRIC (TYP.) ENGINEERING FABRIC SECTION C -C UV 3' -0 MIN. BLEND WITH EMBANKMENT TYP. ) '—SOIL DETAIL "A" (TYPICAL ) re SLOPE PROTECTION LAYOUT 00 SKEW GENERAL NOTES: THIS PLAN SHEET SHOWS DETAILS FOR PLACING "CLASS 'E'RIPRAP" UNDER OVERHEAD STRUCTURES. THE BRIDGE BERM FORESLOPE SHALL BE COMPACTED AND SHAPED AS SHOWN ON THIS SHEET,THE SITUATION PLAN AND AS DIRECTED BY THE ENGINEER.THE BERM FORESLOPE SHALL BE FIRM WHEN THE ENGINEERING FABRIC AND RIPRAP ARE PLACED. THE ENGINEERING FABRIC SHALL MEET THE REQUIREMENTS OF 4196.01 C. IF THE ENGINEERING FABRIC IS LAPPED THE LAPS SHALL BE A MINIMUM OF ONE FOOT IN LENGTH,SHINGLE FASHION WITH UP SLOPE LAP PIECE ON TOP AND STAPLED FOR CONTINUITY. MIN. THE "CLASS 'E'RIPRAP" SHALL MEET THE REQUIREMENTS OF 4130.04. WITH THE RIPRAP SHALL BE DEPOSITED, SPREAD, CONSOLIDATED AND MENT SHAPED BY MECHANICAL OR HAND METHODS THAT WILL PROVIDE UNIFORM ' ) DEPTH AND DENSITY AND PROVIDE UNIFORM SURFACE APPEARANCE. ESTIMATED PAYMENT FOR "CLASS 'E'RIPRAP" WILL BE MADE ON SOIL A TON BASIS FOR SLOPE PROTECTION CONSTRUCTED. THE UNIT PRICE I BID PER TON SHALL INCLUDE ALL COSTS FOR MATERIAL AND LABOR PERFORATED REQUIRED TO CONSTRUCT THE SLOPE PROTECTION SHOWN ON THESE PLANS. I SUBDRAIN THE BERM FORESLOPE SHAPING AND COMPACTING AND THE DISPOSAL OF EXCESS SOIL FROM SHAPING OR TRENCHING SHALL BE CONSIDERED INCIDENTAL TO PLACING THE SLOPE PROTECTION. WHERE EROSION CONTROL WORK HAS BEEN 4' -0 COMPLETED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PLANT MATERIALS DESTROYED ADJACENT TO THE SLOPE PROTECTION AREA. THE CONTRACTOR SHALL REPLANT, RESEED AND REMULCH ALL DISTURBED AREAS, DESIGNATED BY THE ENGINEER, IN ACCORDANCE WITH SECTION 2601 OF THE CURRENT STANDARD SPEC IFICATIONS,AT THE CONTRACTOR'S EXPENSE. THE BRIDGE CONTRACTOR IS TO INSTALL SUBDRAINS AS DETAILED ON THE SUBDRAIN DETAILS SHEET 33. ESTIMATED QUANTITIES DESCRIPTION LOCATION QUANTITY CLASS 'E'RIPRAP I WEST ABUT, I 225 TONS I CLASS 'E'RIPRAP i EAST ABUT. 1 362 TONS 587 TONS ITEMS TO BE INCLUDED IN "CLASS 'E'RIPRAP ": EXCAVATING, SHAPING AND COMPACTING ENGINEERING FABRIC CLASS 'E'RIPRAP POROUS BACKFILL OR GRANULAR SUBBASE BACKFILL AT FRONT FACE ABUTMENT FOOTING DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS CLASS "E" RIPRAP SLOPE PROTECTION STATION: 898 +45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 36 OF 39 FILE NO. DESIGN N0. I DESIGN TEAM HOWARD R. GREEN COMPANY I STANDARD SHEET 1006C JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -11 -52 SHEET NUMBER R 2/14/2407 e=_tange O:,CADA IE80UUJ'Er(inal'. 18800UJ.brU Q 1 PLAN VIEW O I I -L EARTH POLYMER GRID "EF" Joint 4" PERFORATED SUBDRAIN POT MODIFIED SUBBASE SUBDRAIN DETAIL / REINFORCED BRIDGE /-APPROACH SECTION GENERAL NOTES: CONTRACT ITEM: BRIDGE APPROACH PAVEMENT, AS P �R CAtI._'r I_ FOR SECTION THROUGH BRIDGE APPROACH,SEE STANDARD ROAD PLAN R�''( 9714 ' E'TS & 2 0 -2 8 )'� t: {� 33 I I [D2"�5-1' 0=2.6 20 I. /k r ) #5 BARS AT f2 "CENTERS { DIA. x 2'-0 #5 BARS AT STEEL ROD 12' CENTERS OR u4 REBAR (PAVEMENT LUG) BENT BAR SHAPES AREA FOR TRAIL BRIDGE 20' -0 MIN. ROADWAY FLOOR - -- PAVCIICI.IT III 1 1 - AREA FOR WALK N- 15'-0 MINIMUM APPROACH PAVEMENT LAYOUT PAY LIMITS FOR CONTRACT ITEM INCLUDE THE FOLLOWING: i IAIN 4 0 U �5' 10' lAAX. - MODIFIED SUBBASES 3 EXCAVATION LIMITS O 6 INCH STANDARD CURB. % 3 SECTION A - A _ W 0 u U / P.C.C. BRIDGE A KT -2'OR 'L -2' O3 LONGITUDINAL: (STANDARD ROAD PLAN RH -51) PAVEMENT FLOOR 3 _ _ 5 SIDEWALK /TRAIL. SINGLE POUR - SAWCUT JOINT PER DETAIL B. / I� -►{ W U 3 + -, CONTRACTION or JOINT 3 I I 1 OI 1 USE 'KS-I' JOINT (SINGLE REINFORCED SECTION). , 7 OOU8LE REINFORCED SECTION 1 5' MIN 1 ---------- ------ 1_______- Q 1 PLAN VIEW O I I -L EARTH POLYMER GRID "EF" Joint 4" PERFORATED SUBDRAIN POT MODIFIED SUBBASE SUBDRAIN DETAIL / REINFORCED BRIDGE /-APPROACH SECTION GENERAL NOTES: CONTRACT ITEM: BRIDGE APPROACH PAVEMENT, AS P �R CAtI._'r I_ FOR SECTION THROUGH BRIDGE APPROACH,SEE STANDARD ROAD PLAN R�''( 9714 ' E'TS & 2 0 -2 8 )'� t: {� 33 I I [D2"�5-1' 0=2.6 20 I. /k r ) #5 BARS AT f2 "CENTERS { DIA. x 2'-0 #5 BARS AT STEEL ROD 12' CENTERS OR u4 REBAR (PAVEMENT LUG) BENT BAR SHAPES AREA FOR TRAIL BRIDGE 20' -0 MIN. ROADWAY FLOOR - -- PAVCIICI.IT III 1 1 - AREA FOR WALK N- 15'-0 MINIMUM APPROACH PAVEMENT LAYOUT PAY LIMITS FOR CONTRACT ITEM INCLUDE THE FOLLOWING: NOTES: - MODIFIED SUBBASES EXCAVATION LIMITS O 6 INCH STANDARD CURB. % NON- REINFORCED SECTION SECTION A - A O2 SEE SECTION A -A GRADING FOR FUTURE O3 LONGITUDINAL: (STANDARD ROAD PLAN RH -51) SINGLE REINFORCED SECTION 25' -7 OR 7'-7 SIDEWALK /TRAIL. SINGLE POUR - SAWCUT JOINT PER DETAIL B. I� -►{ TWO POURS - USE 'KS-2' JOINT (DOUBLE REINFORCED SECTION). USE 'KS-I' JOINT (SINGLE REINFORCED SECTION). , 7 OOU8LE REINFORCED SECTION O4 POLYMER GRID AND EXCAVATION LIMITS OF MODIFIED SUBBASE POLYMER GRID— 2' -0 OUTSIDE OF ABUTMENT WINGS. 6 j OS SLOPE SUBDRAIN TO DRAIN. - AN "X" SHALL PLACED THE PLASTIC CONCRETE NEAR THE O DESIGN FOR 00 SKEW - - - 392' -9 X 57' -G PRETENSI ONED 'EF'JOINT AT THE ou7s EDGE OF PAVEMENT, 'OUTSIDE E PRESTRESSED CONCRETE BEAM BRIDGE MODIFIED SUBBASE EXCAVATION LIMITS O7 9 INCH PERFORATED SUBDRAIN (POLYETHYLENE, CORRUGATED TUBING). I - 131' -7 CENTER SPAN,2 - 130' -7 END SPANS FOR JOINT DETAILS, BRIDGE APPROACH SECTION B -B SEE STANDARD ROAD PLANS RH-50, RH-5 1, AND RH -52. Og SEE STANDARD ROAD PLAN RF -19E OR RF -19C FOR OUTLET DETAILS. STATION: 898 +45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 37 OF 39 FILE N0. DESIGN NO._ DESIGN TEAM HOWARD R. GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER 3 7 8/11'2007 estaoge 0: CTU` F8R000J'.Brfmn [l 188000J.brg 6 INCH - STANDARD CURB 6 INCH STANDARD CURB BRIDGE APPROACH I ---- J II It PAVEMENT TRAFFIC B GALVANIZED APPROACH STEEL CONDUIT +II PAVEMENT \ II \\ It 11 PLAN VIEW ELEVATION OF ING NOTCH 2 INCH 6 GALVANIZED STEEL CONDUIT SLIPJOINT OFFSETS FOR ROUNDED BARRIER TOP lY lY t. 20' -0 2.0 j.0 CONCRETE APPROACH BARRIER 7.0 8.0 Ia' -o I BRIDGE APPROACH I ---- J II It PAVEMENT TRAFFIC B GALVANIZED APPROACH STEEL CONDUIT +II PAVEMENT \ II \\ It 11 PLAN VIEW ELEVATION OF ING NOTCH 2 INCH 6 GALVANIZED STEEL CONDUIT SLIPJOINT OFFSETS FOR ROUNDED BARRIER TOP Y = DISTANCE FROM P t. I.0 2.0 j.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 II.O 12.0 13,0 14.0 15.0 16.0 X = OFFSET TO RODNDED 70P t. 2.13 1.91 1.70 1.48 1.26 1.06 0.87 0.70 0.54 0.42 0.30 0.20 0.12 0.06 0.02 0.00 6 INCH STANDARD CURB FACE OF CONCRETE BARRIER AND BRIDGE BARRIER RAIL COINCIDE AT THIS POINT BRIUG� /SIDEWALK (ON BRIDGE) RAILING J CONCRETE BRIDGE BARRIER RAIL- -in 2'-0 ISOMETRIC VIEW ON ER RAIL CONCRETE CONCRETE 2 APPROACH BARRIER APPROACH BARRIER =L DOWEL RIER GENERAL NOTES: DETAILS SHOWN HEREON DESCRIBE THE CONSTRUCTION R €QUI EMENiS.. FOR A CAST -IN -PLACE CONCRETE APPROACH BARRIER FOR USE ATITB�tTD GE LWITH SIDEWALK)WHICH WILL UTILIZE A CONCRETE PEDESTRIAN BARRIER AS'PART OF THE CONCRETE BRIDGE BARRIER RAIL. "I (� BARRIER SHALL BE CONSTRUCTED AS SPECIFIED IN SEHIO(J 513 04" T4"E rG<I7 RRENT SPECIFICATIONS OR BY METHODS APPROVED BY THE ENGINEER t', r CONCRETE APPROACH BARRIER SHALL HAVE A f 1 I fr 'R JQB�RI ENAPP .AC, T'j�61ATCH THE LOCATION OF ALL JOINTS IN BOTH ROADWAY AN{{))BRIDGE�AP R, AC,V(,'VI�' "M, EN T. DELINEATORS AND OBJECT MARKERS SHALL NOT BE PLACED IN FRONT OF,OR ON, THE BARRIER. PRICE BID FOR "CONCRETE APPROACH BARRIER" SHALL INCLUDE ALL NECESSARY WORK AND MATERIAL INCLUDING REINFORCEMENT TO CONSTRUCT ONE (O BARRIER A MINIMUM OF 20 FT. IN LENGTH AS DETAILED HEREON. SEE SHEET 25 FOR DETAIL OF LIGHT POLE BASE. SEE SHEET 29 FOR LIGHT POLE BASE REVEALS. ALL EXPOSED SURFACES OF CONCRETE APPROACH BARRIER SHALL HAVE COLORED SEALER COATING.SEE SHEET 2B FOR COLOR. LOCATION CONCRETE APPROACH BARRIER EACH LT. STA. 896 +27.75 TO STA. 896 +47,75 LT. STA. 900 +43.50 TO STA. 900 +63.50 i RT. STA. 896 +27.75 TO STA. 896 +47.75 I RT. STA. 900 +43.50 TO STA. 900 +63.50 I NOTE - APPROXIMATELY 3.3 CU.YDS.OF CONCRETE ARE REQUIRED TO CONSTRUCT BARRIER AS SHOWN.AMOUNT MAY VARY DEPENDING ON INDIVIDUAL SITE REQUIREMENTS. 0 #8 x 8 DEFORMED BARS OR I "DIAMETER SMOOTH. 0 BOTTOM WIDTH OF BARRIER 15 MAINTAINED AT 2' -0. 30 BOTTOM WIDTH OF BARRIER TRANSITIONS FROM 2' -0 TO 6. 40 #4 AT 1' -3 CENTERS EACH DIRECTION. BRIDGE APPROACH SLOPE PAVEMENT SLOPE SLOPE SLOPE _} 8 �� SLOPE B SLOPE DESIGN FOR 00 SKEW 392' -9 X 57' -6 PRETENSIONED SIDEWALK BRIDGE APPROACH PRESTRESSED CONCRETE BEAM BRIDGE SIDEWALK PAVEMENT BRIDGE APPROACH PAVEMENT SIDEWALK I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS 1 DETAILS OF CONCRETE APPROACH BARRIER SECTION A -A SECTION B -B SECTION C -C STATION: 898 +45.63 MCCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 38 OF 39 FILE NO. DESIGN NO. DESIGN TEAM HOWARD R. GREEN COMPANY -5;8 8/14/_0:17 estange 0: -. CMG, I8PMUJ`B,f m,,l ,. 188009J.brg JOHNSON COUNTY PROJECT NUMBER HDP- 3715(634)- -71 -52 SHEET NUMBER /r 3 -BN r4 -PP - - -' - -- ------------- 1---------------- N NOTE: THE ROADWAY 15 CONSTRUCTED AS PART OF PROJECT HDP- 3715(628)-- 71 -52. SEE ROADWAY PLANS FOR ADDITIONAL INFORMATION. PROVIDE 3" DEEP N SEE ABOVE FOR LAYOUT TREE WRAP, AS REMOVE BURLAP, TWINE AND WIRE FROM TOP AND SIDES OF ROOT BALL. 3 "DEPTH SHREDDED CUT SLOPE, HARDWOOD MULCH, AS 2.1 MAX. — SPECIFIED IN STANDARD SPECIFICATION 2610. KEEP MULCH CLEAR OF TRUNK AS SHOWN. 2 xt ROOT_ AMENDED SOIL, BALL DIA. t SEE SPECIAL PROVISION TYPICAL SHRUB PLANTING _ _ 7 -EA _ -BN MCCOLLISTER BLVD. _. O V 00 NORTH NORTH O O 0 2 STAKES - 3 "CAL.AND LESS � 3 STAKES - GREATER THAN 3' CAL. STAKING ORIENTATION DECIDUOUS TREE REMOVE BURLAP, TWINE AND WIRE FROM TOP AND SIDES OF STRAP ROOT BALL. STAKING WIRE —STEEL FENCE POST - STAKE (TYP.) CUT SLOPE -3" DEPTH SHREDDED HARDWOOD MULCH, AS 2: MAX , . -1 SPECIFIED IN STANDARD SPECIFICATION 2610. KEEP MULCH CLEAR OF TRUNK AS SHOWN. TOP OF ROOT SYSTEM TO BE AT LINE OF GRADE SLOPE FIRMLY FORM SAUCER WITH TOPSOIL. ANGLE OF REPOSE TO BE SUITABLE TO HOLD WITH SLOPE AND SOIL TYPE. BLEND OUT TO SLOPE AT 2:1 I \�' MAXIMUM. \\ \ SCARIFY SIDES AND BOTTOM OF PLANTING PIT BACKFILL & FERTILIZER, 2 x ROOT BALL SEE STANDARD SPECIFICATION 2610. DIAMETER UNDISTURBED SOIL TYPICAL DECIDUOUS TREE PLANTING ON SLOPE PLANT SCHEDULE SYMBOI QTY BOTANICAL NAME COMMON NAME SIZE COND REMARKS DECIDUOUS TREES BN 9 BETULA NIGRA RIVER BIRCH 2" CAL. B &B MATCHED EVERGREEN TREES - PP 9 PICEA PUNGENS COLORADO GREEN SPRUCE B'HGT B &B SHRUBS EA 20 EUONYMUS ALATUS BURNING BUSH 5 GAL VL 18 VIBURNUM LANTANA 'MOHICAN' 'MOH I CAN' V I BURNUM 5 GAL NOTES: :a TEMPORARY t r ASE, IEHIT r. 1! r 5 -PP — DRAINAGE CONIFEROUS TREE STAKING WIRE AND STRAPS,AS SPECIFIED. -STEEL FENCE POST - STAKE (TYP.) 3' DEPTH SHREDDED HARDWOOD MULCH,AS SPECIFIED IN STANDARD SPECIFICATION 2610. KEEP MULCH CLEAR OF TRUNK AS SHOWN. — TOP OF ROOT SYSTEM TO BE AT LINE OF GRADE SLOPE FIRMLY FORM SAUCER WITH TOPSOIL. ANGLE OF REPOSE TO BE SUITABLE TO HOLD WITH SLOPE AND SOIL TYPE. BLEND OUT TO SLOPE AT 2:1 MAXIMUM. SCARIFY SIDES AND BOTTOM //�� ki OF PLANTING PIT �'�/ �� ��'�"�'��� ��� BACKFILL & FERTILIZER, 2 x ROOT BALL SEE STANDARD SPECIFICATION 2610. DIAMETER UNDISTURBED SOIL NORTH � NORTH � TYPICAL EVERGREEN TREE PLANTING ON SLOPE 2 STAKES - 8' HGT. AND LESS 3 STAKES - GREATER THAN 8'HGT. ALL PLANTINGS SHALL BE INSTALLED AS SHOWN ON THE NORTH S1DE OF THE NORTH RIGHT -OF -WAY LINE OF MCCOLLISTER BLVD. BETWEEN STA. 885 +00 AND _ BB9±70,NO_ PLANTINGS SHALL BE LOCATED. IN BOTTOM OF DITCH. THE COST OF FURNISHING AND INSTALLING AMENDED SOIL, BACKFILL, FERTILIZER, MULCH, STAKING, AND ALL OTHER PLANTING NEEDS SHALL BE INCLUDED IN THE PRICE BID FOR "TREES" OR "SHRUBS FURNISHED AND INSTALLED (WITH WARRANTY)." STAKING ORIENTATION DESIGN FOR 0° SKEW 392'-9 X 57' -6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS LANDSCAPING DETAILS STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER AUGUST 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 39 OF 39 FILE NO. DESIGN N0. I DESIGN TEAM HOWARD R.GREEN COMPANY JOHNSON COUNTY I PROJECT NUMBER 1­10- 3715(634)- -71 -52 f SHEET NUMBER 71 q I na1 \I :N Lp L� 00 'N'^^ --------------------- W a ME ,l �--I M11. i M ^�N L Q P 13own ° N CQ O 0 NOR if✓Gi1�Y"l�i■YrY�a arrld■rGr■ �GlYrwww'0i■IM60 � -E 1 rl PLANS OF PROPOSED IMPROVEMENT ON THE I(1 OCT 1) f'i'I 41 Z URBAN ROD OWSTE 1 C y ( %l PIN JOHN90H l�I U IJ r UPI/ ONO O1TY OF MWA CCOTY HDP- 3715(628)- -71 -52 PCC PAVEMENT - GRADE /NEW o r. McCOLLISTER BOULEVARD EXTENSION" a Riverside Drive to Gilbert Street IOWA osoo r v� Iew Prv,Nct Sta. 911+57.50 LOCATION MAP SCALE 0.1 0.2 0.3 Miles SCALES;A, Noted U.S. Army Corps of Engineers 404 Penmt W. CEH R-00-P- 2005-711 has been approved For this project an October 5, 2005 ®ONE CALL g+ 811 REVISIONS TOTAL 111 PROJECT IDENTIFICATION NUMBER INDEX OF SHEETS PROJECT NUMBER HDP -3715 628 - -71 -52 R.O.W. PROJECT NUMBER LOCATION LIN. FT. MILES MILEAGE SUMMARY 101 02 -23 -97 INDEX OF SEALS INDEX OF SHEETS DESIGN DATA URBAN STATE CWrROL DIV. LOCATION LIN. FT. MILES sENO. 1 McCOLLISTER BLVD EXTENSION RICHARD L. BUENGER WATER MAIN 0.01 TIMOTHY WILES STA, 873 +42,00 TO STA 911 +57.50 3,815.50 0.73 RCB CULVERT V.13 LESS BRIDGE: BRIDGE G,OI -G.03 Reference Ties, Benchmarks, and Geometric Data J.01 STA, 896 +49.25 TO STA 800 +42.00 - 392.75 0.07 M.01-M.05 3,422.75 0.65 Signing and Pavement Markings P.OI -P.OG TOTAL LENGTH OF PROJECT 02.11-00 101-5 INDEX OF SEALS INDEX OF SHEETS DESIGN DATA URBAN SHEET NO. NAME TYPE 2004 AAOT N.A. V.P.D. 2025 AADT 6700 V.P.D. 2025 OHV _670 V.P.H. TRUCKS X Total Design ESALs A.OI ROBERT L. LENTZ Primary Signature Block P,OI RICHARD L. BUENGER WATER MAIN 0.01 TIMOTHY WILES SOILS AND WICK GRAINS V.I THOMAS J. CIHA RCB CULVERT V.13 DAVID F. MAXWELL BRIDGE G,OI -G.03 Reference Ties, Benchmarks, and Geometric Data J.01 Construction Staging and Traffic Control L.01 -1-.03 Intersection Jointing and Geometry MMY I PROJECT WMBER 71 -52 I SHEET TAMER INDEX OF SHEETS 101D5-18--05 No. Description A.01 Title Sheet A.02 Legend 8.01 -8.04 Typical Sections and Details C.01 -C. 10 Quantities, Estimate Reference, General Notes C. 11-C. 13 Pollution Prevention Plan 0.01 -D.03 McCollister Boulevard Plan and Profile E.01 Side Road Plan and Profile E.02 Maintenance Drive and Napoleon Lane Plan and Profile G,OI -G.03 Reference Ties, Benchmarks, and Geometric Data J.01 Construction Staging and Traffic Control L.01 -1-.03 Intersection Jointing and Geometry M.01-M.05 Storm Sever /Drainage Plan and Profile N.01 -N.03 Signing and Pavement Markings P.OI -P.OG Water Main Design and Details .0.01 -0.02 Soils Information and Wick Drain Design R.OI -R.04 Removals, Adjustment, Relocations, Special Grading T.01 -T.03 Earthvork Tabulations U.01 -U.02 SUDAS Standard Utility Access Details U.03 Modified RA -43 V.01-V. 12 RCB Culvert Details V.13 Bridge Situation Plan - For Reference Only W,OI -W.38 McCollister Boulevard Cross Sections X.01 Riverside Drive Connection South Sections X.02 -X.03 Riverside Drive Connection North Sections CITY ENGINEER OF IOWA CITY, IOWA DATE I hereby certify that this Engineering document was prepared by re or ender my direct personal supervision and that (,,, I a___ a dulyLicensed professional Engineer -s .- aysoF theStateO - .``oss5510` e Date 972D '''• ''> License nurber 8720 -- '`•�• "' ° > °- ,oryA , My license renewal date is Deceaber 31,2007 Pages or sheets covered by this seal: A.01-A.02, B.01-8.04, C 01.0.17 0.01-0.03, E.01 -E.02, 0.01-G.03, J.01, L.01-L.03, X 01-N 05. 14.001.07. R.01-R.04, T.01-T.03, U.01-U.03, 11.01-11.39. X.91-9.03 71 -52 I SHEET TAMER 0 C3 4✓ >v(t 1 oo °o 0 e eee o woo SCV) SSH) k k — x —Xk— — X Av� y cvrsv ■ STANDARD SYMBOLS Interstate Highway Symbol U.S, Highway Symbol Iowa Highway Symbol County Road Highway Symbol Evergreen Tree Deciduous Tree Fruit Tree Shrub (Bushes) Timber Hedge Stump Swamp Rock Outcrop Broken Concrete Revetment (Rip Rap) Cemetery Grave Cave Sink Hole Board Fence Chain Link Fence Barbwire Fence Security Fence Woven Fence Barbvlre and Woven Fence Terrace Earth Dam or Dike (Existing) Earth Dam or Dike (Proposed) Tile Outlet Edge of Water Existing Drainage Proposed Drainage Right of Way Rail or Lot Corner 07 Concrete Monument Well e Existing Utility Access (Manhole) i Proposed Utility Access (Manhole) V Fire Hydrant • WH Water Hydrant (Rural) ST) Septic Tank C) Cistern LP L.P, Gas Tank (No Footing) ST Underground Storage Tank 0 Latrine - Luminalre Traffic Signal 1* Traffic Signal with Luminalre O TP Telephone Pedestal O TVP Television Pedestal ♦- Telephone Pole $ Telephone Pole (Second Company) $ Telephone Pole (Third Company) W Power Pole Power Pole (Second Company) # Power Pole (Third Company) Electrical Htghl Ins Tower (Metal or Concrete) 0- Telephone Riser Pole OZ Power Riser Pole 43- Telegraph Pole Satellite TV Dish ---- Guardrail (Beam or Cable) O GV Gas Valve o WV Water Valve O SL Speed Limit Sign O MM Mile Marker Post ❑ SIGN Sign — —W— — Existing Water Line — —SAN— — Existing Sanitary Sever Line — —TEL— — Existing Telephone Line — — FO — — Existing Fiber Optics Telephone Line — —ST— — Existing Storm Sever Line — — O— — Existing Gas Line — — E— — Existing Power Line - -SIG -- Existing Traffic Signal Line — —TV— — Cable Television Line iwa,eaoaetw,a,a UTILITY CONTACTS THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES IN PROXIMITY TO THE PROJECT: GAS & ELECTRIC MID AMERICAN ENERGY; O;- 1630 Lover Huschtiide fd� 1 (, n' Iowa City, Iowa 52240 ELECTRIC jl Attn: Dick Bppc 1 ��� ,iu\ Mobllet 319/330-0543' /'� 1 �� t(.,, 1,,j -1 GAS Attn: Ed Young Office: 319/341 -4457 Mobile: 319/330 -1871 TELEPHONE Attn; Ryyan Soedt OWEST COMMUNICATIONS 615 3rd Ave, S.E. Cedar Rapids, Iowa 52401 Phone: 319/399-7153 Pager: 319/220-1074 CABLE TELEVISION Attn: Tim Eagan MEDIACOM 546 Southgate Avenue Iowa City Iowa 52240 Phone: 319/351 -0408 x234 Cell: 319/325-2921 FIBER OPTICS Attn: Jim Goeke AT& T 5261 NW 114th Street, Ste. B Windmill Grimes, [A 50111 nao ® Beehive Intake g ® Existing Intake Coralvllle, Iowa 52241 Phone: 319/356 -5332 Pager: 319/321 -0840 PIPELINE Attn: Jon Swenson KINDER MORGAN ENERGY PTR. Proposed Intakes Coralville, IA 52241 Phone: 319/351-6350 UTILITY LOCATING CREW "ONE CALL" Phone: 811 aY Attn: Leon Schlueter Phonet 319/631 -1169 CITY WASTEWATER DEPARTMENT Attn: Roger Overton Phone (cell): 319/631 -1144 CITY STREET DIVISION Attn: John Sobaski Phone: 319/356-5484 CITY TRAFFIC ENGINEER ENGLISH lOwA 00T DESIGN TERN e Existing Utility Access (Manhole) i Proposed Utility Access (Manhole) V Fire Hydrant • WH Water Hydrant (Rural) ST) Septic Tank C) Cistern LP L.P, Gas Tank (No Footing) ST Underground Storage Tank 0 Latrine - Luminalre Traffic Signal 1* Traffic Signal with Luminalre O TP Telephone Pedestal O TVP Television Pedestal ♦- Telephone Pole $ Telephone Pole (Second Company) $ Telephone Pole (Third Company) W Power Pole Power Pole (Second Company) # Power Pole (Third Company) Electrical Htghl Ins Tower (Metal or Concrete) 0- Telephone Riser Pole OZ Power Riser Pole 43- Telegraph Pole Satellite TV Dish ---- Guardrail (Beam or Cable) O GV Gas Valve o WV Water Valve O SL Speed Limit Sign O MM Mile Marker Post ❑ SIGN Sign — —W— — Existing Water Line — —SAN— — Existing Sanitary Sever Line — —TEL— — Existing Telephone Line — — FO — — Existing Fiber Optics Telephone Line — —ST— — Existing Storm Sever Line — — O— — Existing Gas Line — — E— — Existing Power Line - -SIG -- Existing Traffic Signal Line — —TV— — Cable Television Line iwa,eaoaetw,a,a UTILITY CONTACTS THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES IN PROXIMITY TO THE PROJECT: GAS & ELECTRIC MID AMERICAN ENERGY; O;- 1630 Lover Huschtiide fd� 1 (, n' Iowa City, Iowa 52240 ELECTRIC jl Attn: Dick Bppc 1 ��� ,iu\ Mobllet 319/330-0543' /'� 1 �� t(.,, 1,,j -1 GAS Attn: Ed Young Office: 319/341 -4457 Mobile: 319/330 -1871 TELEPHONE Attn; Ryyan Soedt OWEST COMMUNICATIONS 615 3rd Ave, S.E. Cedar Rapids, Iowa 52401 Phone: 319/399-7153 Pager: 319/220-1074 CABLE TELEVISION Attn: Tim Eagan MEDIACOM 546 Southgate Avenue Iowa City Iowa 52240 Phone: 319/351 -0408 x234 Cell: 319/325-2921 FIBER OPTICS Attn: Jim Goeke AT& T 5261 NW 114th Street, Ste. B Grimes, [A 50111 Phone: 515/986 -9413 Attn: Ryan Soedt OWEST COMMUNICATIONS 802 Ouarry Road Coralvllle, Iowa 52241 Phone: 319/356 -5332 Pager: 319/321 -0840 PIPELINE Attn: Jon Swenson KINDER MORGAN ENERGY PTR. 207 Pipeline Road Coralville, IA 52241 Phone: 319/351-6350 UTILITY LOCATING CREW "ONE CALL" Phone: 811 CITY WATER DEPARTMENT Attn: Leon Schlueter Phonet 319/631 -1169 CITY WASTEWATER DEPARTMENT Attn: Roger Overton Phone (cell): 319/631 -1144 CITY STREET DIVISION Attn: John Sobaski Phone: 319/356-5484 CITY TRAFFIC ENGINEER Attn: Guy Irvin Phone: 319/356 -5392 CITY PARKS AND FORESTRY Attn: Terry Robinson Phone: 319/356-2066 WWY 1 PROJECT NUM M RIGHT OF WAY LEGEND ♦ Proposed Right of Way Existing Right of Way 0 Existing and Proposed Right of Way eEasement and Existing Right of Way ■ Borrow O Easement (Temporary) ® Easement XExcess 014 Property Line ZSame Owner A/C Access Control CONVENTIONAL SIGNS — + ----a— Survey Line Station Rafermce Pomt ♦ — — — — Section Corner Proposed Profile Railroad — p�;;,;r Field Tile wE� Culverts �--'^ Stream * IOWA ONE CALL • CALL BEFORE YOU DIG Legend And Symbol Information Sheet (Symbols are Typical Only, actual size may vary) n8'a 6 eI k-d g� jc Ij 72" Chain Link Fence Q _____________ X -t 1' behind ROW. See ROW VARIES (40' -50') ROW VARIES (42.5'- 50.0') ________ _�_ - _ _ ps-I4-C6 plans for locations. - - 0 _ ` I 2.0' 8.0' WL 4L0' NEW /... - `; � 6.0' 2.0' Q 13.5' 1.0' 7.0' 13.5' 2.0% .0% Z,0% 10' % ( 1 t t% 2.0% 2.0' , 4 0% Q 4.07 4 T PROFILE GRADE + l 3yF Proposed Sidewalk �° 2.0% 12.0%. (J Sidewalk ah CUT °,raffia 1 3 (, _ I L-2 Joint L-2 Joint I �( -)'.i �, �.. © I -I n� ; I I ';, Q "deta9fs : 1Re¢o to other dradrgs for 3.Oi - - - - - - - - - - - 7.0' I of shoulder end possible Temporary or Permanent sfdevalk cmrtnxtlts, - - _ - - - - - - _ _ _ Easement if Required _ - - - - - - - - - - - _ Temporary or Permanent Notew - Q Subdrain - _ _ P.C. CONCRETE PAVEMENT ' _ - - - 6" MOIFIEO SUBBASE _ 6 - - - _ I Q - Subdram (2 ) DO 04 Excavate and backfsll 30 ssbgrade Troatment -see Tab. troy an Slxet D.O9, s' Sloped a.n Easement if Required Xweal be TYPICAL CROSS SECTION section at. any appopntately for deesysetad FOR SEE PLANS FOR Qs 31 Standard - Alternative Sipes nay be seed to Modify Cut ill eddied ar... peosftatly by the encj,. such m rntereecttane. Refer SEE PLANS f 3 LANE 41 B -B WITH INTEGRAL CURB SECTION © Alternate Ditch - Refer to Ditch Detail ad Plan for more detail to L- Sheets for looett«n where pavement nddu vary WATER MAIN LOCATION LOCATION TION O WL WR Q Refer to standard Road Plan RF -19C. Ox 64 Dual-vall fife in IY vide trench) Ref: to other d for d etad, ROAD IDENTIFICATION STATION TO STATION a [`. Feet F «t 08 Location Faxes, When ReVred of shedder dmgn`en cantrvotim MtCOLLISTER 873 +42.00 1 877 +25.00 9 I 9.5 16.0 Q9 See Sidewalk Tab on C.04 for location of sidevalks. Uwe 'CDbaekewon lateral jomt% McCOLLISTER 877 +25.00 883+65.79 9 12.0 16,0 1 112,0 (1) Transition to Typical 220% MODIFIED. See O- Sheets for transitions. 72" Chain Link Fence X-2 I' behind ROW. See 50.0' ROW 50.0' ROW __ ____p _ plans for locations. - 8.0' 41.0' 6.0' 2.0' 2.0' WL WR 13.5' 7.0' 7.0' 13.5' 2.07. 2. 0% 2.0% 4. 0% Q 4.0% T � PROFILE GRADE 4 Proposed Sidewalk ��► 2.0% 2.0% '�� C1 IT Sidewalk Dq o�aal op �3 s e L -Z Joint L -2 Joint I 02 I Q Refer to other dravings for 3 0' I details of shoulder ad possible Temporary or Permanent - - _ - - - simwk mrotnction Easement If Required - - - - - - - - - - - - Temporary or Permanent Nam - f� `-Subdratn - - P.C. CONCRETE PAVEMENT _ _ - - - 6" MOIFIED SUBBASE _ © _ - smdroin Q Q O Excavate and backfill 3.0' Stbgrade Treatment - See Tab. 103 -3 on sheet C.09. 6t Sit* CA Easement if Required Normal sactton gown .vy be appopnately T AL ION "reed fm area, epec.f.cally dengnated LANE 41 '8-8 WITH INTEGRAL CUR SECTION Q 3:1 standard - Alternative Sicpes say be seed to Modify LLt/Flll bg the eng. nch as mtersectten. Refer to L-Sheets For locate. ,here pevenent ndUn ray LOCATION OT WL NR © Alternate Ditch - Refer to Ditch Detail and Plans for mee detais Q Refer to Standard Road Plan FF-19C. Refer to other dropnp for dowl, ROAD IDENTIFICATION STATION TO STATION kohu I Feet I F «t Use 6' Owl-vall Tile In IY vide trench) of shoulder daetgn and carotructsm MCCOLLISTER 901 +75.00 1 904+00.00 9 124.5-19.5128.5-23-.5 Q8 Location Fencas, Vhen Regered use'CO'bmkets on Iowa] Jamb. MCCOLLISTER 904+00.00 911+10.00 9 1 19.5 1 23.5 Q See Sidevak Tab on CAI for location of sidevaks. MCCOLLISTER 911 +10.00 1 911+55.00 TAPER TO 39' 8-8 (1) Transition from Typical 2209A. See O-Sheets for transition details. DISH IOWA DoT DESI M TEAM 0 EarthTech wt00 m '°'°' JOHNSON COU TY PROJECT MMBFR HOP- 3715(628)- -71 -52 s� B.01 x 0 Um os 61 T 31.0' Varies Rlverslde Dr. r r. ta�afo 2.0% 4 (4D—) T I PROFILE GRADE T 4.0% off! v °s 2.0% Sidewalk 2.0 %.x_ I Sidewalk o'�oA Shoulder Q2 L -2 Join ' L -2 Joint Q l ° CUT -- - - - - - - - -- ------ - - - - -- — -- r- _�gLL. - - - - -- _ — — — — P.C. CONCflETE PAVEMENT RH-45B _ y,o ° >-- Subdrein _ _ — — _ _ Subdratn Vko HMA PAVEMENT 6" MOIflEO SUBBASE SEE PLANS FOR WATER MAIN LOCATION xar« Heraal aeohme thorn •ey he QI Refm to other drarugt for approprtebly tnmFted (ar &WI of il+ouldar end posuble ^�• epaothwHy dengroud sdevelk carctruo4m No stdevelkt 41 �'• t^9tneer °ch e° voter TYPICAL CROSS SECTION ge ,, Riverside Drive cameo m oat aro m uqe sieve ed RDno mEi 2 LANE 31' B -B WITH 3.5' CURB SECTION p &coca e a d ba knu O Rivers lde I QI Refer to Standard Road Riverside I 0 B] kfal Pier, RF -119' R ears fide 1 Q Nobs C C Slope eu S1,drd b Hlvluee . Dr. Cor.U. Nor.nl mom tMm ney ba .WoKi.tely O Locahm F Wh eroes. en Reqared codified for a-eaa Nwifically deevgeted LOCATION by the ervpneer vch as mtereeotams m jq ® S.b " Treetn S - S apereleveted awes. ROAD IDENTIFICATION STATION TO STATION Feet See Tab.l03-0 m Sheet CA9. Refer to other tra��n9f for death HCCOLL ESTER 885+90.79 895+77.75 Refer w Stdrd Ad Plm f6 -19C. of efauldar design ad wnhchm HCCOLLISTER 901+13.50 901+75.00 Nee 6'Doel -volt Ttle in 12'nde Use'CO'bkets m trmev n ,pmts. IVERSIDE DR. CONNECTION 683+00.50 687+30.17 BQSea Stdevalk Tab m CAI far boat+. of udmalks Normal Subgrade Limit u I PROFILE GRADE I I 0 '—Modified LW lJ St6base S TYPICAL CROSS SECTION H 2 -LANE HMA PAVING (Crowned Subgrade) (. —Refer to other dra 'gri WA f d.W1, of "de, — - NQ�,m 0 -fT 7 F �F ---Top of tea, ubdratn IIVJJ Subgrade there appl.) TO STATION I man.. I L;b.. TYPICAL CROSS SECTION GRANULAR SURFACED ROADS SHOULDER SHOULOM TYPE ENGLISH I IOWA DOT I DESIGN TEAR 9 EarthTech I JOHNSON CM+TY I PROJECT WHM HOP- 3715(628)- -71 -52 I M-T NMER 5.02 1 1 Ono ve 5 ae �w �d om 0Y Ol �.F chi E 1 I I 1�" Rolling I Allowance —4 I ll 2.0% T --- BASE - -- 2.0%--I 2, 0% mee.j♦ TYPICAL CROSS SECTION (BASE COURSE r' 2 —LANE ROADWAY t = 145 Ibs, perm fl. HMA BASE TABLE OF DESIGN QUANTITIES I I I I f-1�" Rolling Allowance I I HOOIFIEO HMA Notes: BASE Q Based on the direction of traffic. Q tad Coat Is estimated fm 2 applies- Tom 2�Proposed edge of Base for Inlay or lions If ® Is 8" or ten and 3 oil - cations If ® Is more than 8'. 68.8 Reconstruction Projects. A tad coat of 0.05 gallons per sq. 0. Is estimated betvem lifts of base. 53.8 12" 1 t0 %„ Normal Slope FORM GRADE EL V. �30. P.C. Cone. T Ois the th:duuv sp..,iad for Pavaront @2" radius DETAILS OF INTEGRAL 6" SLOPED CURB 6127 7�„ a -lo-vz 4YZ" 1 FORM 6 1 _.­ Normal Slope G RACE — ELEV. P.C. Conc. T 0 i the thickness specified for pavermt (D 3" radius DETAILS OF INTEGRAL 6" STANDARD CURB OVERBUILD GRADING LINE 3.0' 26" 1�" Rolling Allowance 1 to 1 Slope — 1�" Rolling Allowance ^I to I Slope 3 — — — — — SURFACE COURSE — — _ — 7 — 1 :, ....� TYPICAL CROSS SECTION Design Weight 2 145 lbs. per cu. ft. 2 —LANE ROADWAY HMA SURFACE MAT Imitated tit Is estimated an the bast I.0% TABLE OF DESIGN QUANTITIES TACK ASPHALT HMA COAT BINDER Tons Gallons Q Tea SIAiFAL£ I.0% FINAL GRADING /PAVING SECTION 3.0' GRADING LINE of era tad cutypreceding each 41t. s Oua titles indicated hereon are for design purposes. azitlon flan the normal section NII be allgied only when so specified by the Engineer. Q Tack Coat estimated for 2 applications. QBased m the dlrectim of traffic. Q Proposed edge of Base for Inlay or Reconstruction Projects, 1' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — `— — — — — — — 3'GRANULAR BLANKET Netea: � ENGINEERING FABRIC UNDER GRANULAR BLANKET MCCOLLISTER BOULEVARD I. Topsoll to be place on sldeslopes of overbudld grading but cwt on top. GRADING CROSSING SECTION 2. All overbuild grading to be oreneed. WITH GRANULAR BLANKET 3. At the end of the defined settlement period, any excess material removed to attaln final grading /pedng section to be used to beck fill gapped section end STA. 877 +80 TO STA. 880 +70 over Box Culvert from Ste. 880 +70.00 to Ste. 881 +80.00 STA. 881 +50 TO STA. 881 +90 GB -2 Bs -iz-D7 FIN GRADING /PAVING SECTION (POST SETTLEMENT) L 3.0'� ti G REMOVE RIP -RAP AND RUBBLE; — — — — — — — — / BENCH SLOPE PRIOR TO FILLING 3'GRANULAR BLANKET RIVERSIDE DRIVE CONNECTION WETLAND CROSSING TYPICAL WITH GRANULAR BLANKET ENGINEERING FABRIC UNDER GRANULAR BLANKET STA. 684 +20 TO STA. 686 +00 ENGLISH IOWA DOT DESIGN TEAM a) FarthTech t—gca 1": 161"°. °_ JOHNSON COLWTY PROJECT "BER HDP- 3715(628)- -71 -52 I SHEET MJM8ER B.03 I I Notes: ®and ® are required mila", in mermlons upon complellm of construction operations and are used for determining quantities. A tad coat of 0.05 gallons per sq. Id. premed- Ing each lift of hot mix asphalt MAI may be required Ms coat call be applied only ae directed by the E gineer. BASE i1.6 10.3 i4 -7 3.0' GRADING LINE of era tad cutypreceding each 41t. s Oua titles indicated hereon are for design purposes. azitlon flan the normal section NII be allgied only when so specified by the Engineer. Q Tack Coat estimated for 2 applications. QBased m the dlrectim of traffic. Q Proposed edge of Base for Inlay or Reconstruction Projects, 1' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — `— — — — — — — 3'GRANULAR BLANKET Netea: � ENGINEERING FABRIC UNDER GRANULAR BLANKET MCCOLLISTER BOULEVARD I. Topsoll to be place on sldeslopes of overbudld grading but cwt on top. GRADING CROSSING SECTION 2. All overbuild grading to be oreneed. WITH GRANULAR BLANKET 3. At the end of the defined settlement period, any excess material removed to attaln final grading /pedng section to be used to beck fill gapped section end STA. 877 +80 TO STA. 880 +70 over Box Culvert from Ste. 880 +70.00 to Ste. 881 +80.00 STA. 881 +50 TO STA. 881 +90 GB -2 Bs -iz-D7 FIN GRADING /PAVING SECTION (POST SETTLEMENT) L 3.0'� ti G REMOVE RIP -RAP AND RUBBLE; — — — — — — — — / BENCH SLOPE PRIOR TO FILLING 3'GRANULAR BLANKET RIVERSIDE DRIVE CONNECTION WETLAND CROSSING TYPICAL WITH GRANULAR BLANKET ENGINEERING FABRIC UNDER GRANULAR BLANKET STA. 684 +20 TO STA. 686 +00 ENGLISH IOWA DOT DESIGN TEAM a) FarthTech t—gca 1": 161"°. °_ JOHNSON COLWTY PROJECT "BER HDP- 3715(628)- -71 -52 I SHEET MJM8ER B.03 I I fl� a� oe P1 V-1 3 9om NOOiF1ED — — io, IT 30' I 1�0' I T 30' I lO0' 2' -.4 I-r -0 4' 0 4 "� o Paint (R Paint ' Q9 DOTTED LINE (White) Gutter Ltne V Gutter Lin BROKEN CENTER LINE (Yellow) Curb Curb Joint Line 3 " -`' 4„ Lane Width 4„ Paint 12" width for 6" Standard Curb, � (�Y 3„ —J.. QB Paint 14" width for 6" Sloped Curb, �t71 — — — I (Joint) TRAFFIC am--)o- ��— l0 SOLID LANE LINE (White) l5 YELLOW CURB l6 WHITE CURB 3„ 4 „-J O3 DOUBLE CENTER LINE (Yellow) 24” 4'� 16" 12" �10�" 13 STOP LINE (White) � — — — (Joint) 724 v �4„ 05 NO PASSING ZONE LINE (Yellow) 51/4 © CHANNELIZING LINE (White) © CHANNELIZING LINE (Yellow) © YIELD LINE (White) 5i/4" 4„ Joint Line Lane Width —1 -1� t Ll 5y4I, T i �.❑ ❑ ❑— ❑ I❑ ❑ ❑ 10, 30' I lO0' H I T 30' I� T, f� O 6 BROKEN LANE LINE (White)T, O TRAFFIC �>/- EI ❑ ❑ ❑ ❑ 5Y4 TO MATCH 2'--i -44' 4 „� WIDTH OF Edge of SIDEWALK 18 DOUBLE DOTTED LINE (Yellow) Pavement APPROACHES (STA MEASURE) � STANDARD TYPES OF Q7 EDGE LINE RIGHT (White) 119 a PAVEMENT MARKINGS 8@ EDGE LINE LEFT (Yellow) CONTINENTAL CROSSWALK LINE (White) EACH UNIT = 3.84” —%Q--1 m EACH UNIT = 3.84" 4,_57„ 5,_Ii�„ i _2,_6 n1u rI_T_L._ -------- �-- _ PAVEMENT MARKINGS STRAIGHT AND CURVE ARROWS 5'19 ►I "ONLY" WORD 8' PAVEMENT MARKING DETAILS ENCUSN IOWA DOT DESIGN TEAR — EarthTech Atg0G Ud JOHNSON cou+TY PR0.IECT IUMBER HDP- 3715(628)- -71 -52 SHET + 8.04 0 0 3 �w �d cm as ae m nt :t OF DESIGN • CA00 • PRODUCED L— When this dimension becomes less than 2' the area shall be painted solid yellow. 0 BROKEN CENTER LINE (Yellow) O3 DOUBLE CENTER LINE (Yellow) O5 NO PASSING ZONE LINE (Yellow) 10 SOLID LANE LINE (White) 37.5' , I End of Curve � --0(— TRAFFIC N �-: 20 TRAFFIC 45' 20' TRAFFIC 12 12 TRAFF lG 2 � 14' l2 CHANNELIZING LINE (Yellow) OA If less than 400', extend the No-Passing Zone Line to the Double Center Line. OSymbol (when specifically listed in Tabulation 108 -29); for size and shape, refer to Typical Oetails 9002 and F90-0-81. � 1 D Np L U — L 0 3 f � N D 0 C (�� J '-(6) Typical Spacing 16'-_{ �_ 1­_� Q2 BROKEN CENTER LINE (Yellow) l0 SOLID LANE LINE (white) PAVEMENT MARKINGS @ DOUBLE CENTERLINE (Yellow) QW STORAGE LENGTH 150' MINIMUM (�)NO PASSING ZONE LINE (Yellow) QY � STORAGE LENGTH for Two -Way Left Turn Lane © BROKEN LANE LINE (White) Q 30' MINIMUM QO Symbol (when specifically listed in Tabulation 108 -29); for size and shape, refer to Typical Details F90-0-21 and 9008 . (X)Typical spacing (in feet) between sets of arrows should be approximately 10 times the speed limit (MPH) or one set located at mid- block. / 1 Shoulder 6' Min. 50' Max. 12' Mtn. Stop sign to be f placed within 25' Max, shaded area. I Edge of Traveled Way CASE 'A' WITH SHOULDER ENGLISH I IOWA DOT I DESIGN TEAM I 50' Max. 12' Min. Stop sign to be placed within 25' Max. shaded area. Edge of Traveled Nay CASE '8' WITHOUT SHOULDER 9503 07-15 -97 NOTES; Stop signs should be confined to the shaded areas, M as close to t1w, approach roadvay as possible to provide the motorist vith the best visual Impact. If possible, stop slgis should be placed at the point where vehicles are to stop or as near as practical. In rural areas, the lateral clearance should not be closer than 6' from the edge of a usable shoulder, or If none, 12' from edge of the traveled way. In urban areas, stop sign should be placed a mlmnn of G' from the near edge of the Intersected street or a minlmum of 4' in advance of the near edge of a marked crosswalk. Lateral clearance may be reduced to a minimum of 2' from the face of a cwt. Where the approach roadway consists of two lanes of traffic, a second stop sign dwuld be placed wfiere It Is visible to traffic In the Inner lax. At durellzed Intersection, the additional stop sign may be placed on a charnellzed Island or median. STOP SIGN PLACEMENT L (ft) Speed O- Offset distance In feet (mph) 10' 12' 14' 16' 25 105 125 150 170 35 205 1 245 290 1 330 45 450 1 540 630 720 55 550 660 770 860 65 650 180 910 1040 rt of Side Road 9502 w -30-96 f0' Edge of Thru Roadway ' 12' Edge of Pavement 13 l3 STOP LINE (White) s1OP For location details see Typical Detail F90-0-11. PAVEMENT MARKINGS Stop Lines COUNTY I PROJECT NUMBER E 9402 04 -17 -07 M PAVEMENT MARKINGS Painted Channelized Island PAVEMENT MARKING DETAILS SHEET NUMBER 8,05 1 REVISED r" t , i; 4,''\ �z ESTIMATE REFERENCE INFORMATION _100-71 ESTIMATE REFERENCE INFORMATION 100 -4b 10 -29-02 10 -29 -02 i1 Item Item Code Description Item Item Code Description -- No. e ^nn . 12 2121-7425020 Ouantlty Is for 4' vide qr ocular shoulder along the non - curbed tic-Ins an Riverside Drive 54 2515- 2475007 ReFer to Tab 102 -3 on Sheet 0.04 for locations. r U1" ' ;(' 13 2173- 7450020 Ouantity Is for the finishing of shoulders from .lout, both sides of McCollister Boulevard 55 2515-6745600 ReFer to Tab 110 -8 on Sheet 0.04 for locations. �! Riverside Or eve Tle - In, Revers Ida Or eve Connec t Ion, Be lntenance Or eve, and Napoleon Lane ( 14 2301-1033090 Connection. See Typlcals on Sheet B.OI B.02- 56 2518- 689(3032 Item Is for closure of Riverside Drive south of U.I. entrance a d(p r)l fd(sure.oY Napoleon Lane west of new bridge. (l f y, 'j, . tL II Quantity Is for paving of McCollister Boulevard from Sta. 873 +42 to Sta. 895 +77.75 and Sta. } 4/n 901 +13.50 [o5 ta. 911 +5].60. Revers ide Or ive Tle -In From Sta. 165 +801 to Sta. 165 +99.00!, anA 57 25 I8 - 6910000 Refer to Sheet J.01. Locations are at each closed street. r -,I Riverside Connection from Ste. 683+00.50 to Sta. 687 +30.17 as well as the relocated intersection with Riverside Orive at Sta. 686 +50.00. Refer to I -- Sheets for Intersection quantities. 61 2524 - 9325001 Refer to N- Sheets for details. Longitudinal grooving Is required. In ansverse Joints to be "CO" Joints at 20' spacing except as noted in the plans. Item includes 246.54 SY of double reinforced pavement over r box culvert. 63 2527- 9263117 See Tabulation 108 -22 on Sheet C.08 Certified plant Inspections shall be required as specified in Section 2521 of Iowa 001 Standard Specifications. 64 2527- 9263143 See Tabulation 108 -29 on Sheet C.07 16,17 2303 - 0121750 Ouantity is for corrections to existing Riverside Drive at the Riverside Tie -In from Sta. 164 +67.00 65 2528- 8445110 Refer to Sheet J.01 for details. 2303- 0122500 to Sta. 165 +80+ and to the hest of Riverside connection and at North end of Riverside Du ive connection. Refer to Typical 2311,2312 and 2315 on Sheet 8.02 and B.03 for details. Refer to 67 2547 - 0000100 Item is for temporary cross Ing of Willow Creek for bank grading. See Sheet R.04 L- Sheets for paving local Ions. Total thickness of "Base" tour sesis to be 7 inches. Th lckness of "Surface "courses is to be 2 Inches. An equivalent commercial DNA mix may be substituted if 68 2598- 3380040 Refer to P- Sheets for details. Refer to Special Provisions. approved by the Engineer. 69 2598- 3778008 19 2315- 8275025 Refer to Tab 102-3 on Sheet C.04 for locations. 70 2598-6745755 71 2598-8805608 20 2401 - 6745650 Refer to R- Sheets and Tabulat Ion 110 -2 on Sheet C.04 for locat Ions and items to removed. 72 2598 - 8805616 21 2402-2720000 Refer to Tabulation "Revetment" on Sheet C.10 and Sheet V.01 73 2599- 6300145 A. Refer to Tabulation on Sheet N.03. 22 2403- 0100020 Refer to Sheets V.01 -V.12. Certified plant inspections shall be required as specified In Section B. Post to be galvanized 14 gauge steel, 1.75 IN x 1.75 IN Square telescoping tub mg with holes 2521 of Iowa DOT Standard Specifications, on I- inch centers: Includes galvanl2ed 12 Gauge steel anchor base. Post to be installed per manufacturers specifications- 23 2404 - 7775000 24 2414- 6444410 C. Post shall conform to ASRI A570 -92 DES. G -90 25 2416-0100015 See Tabulation 104 -5A. Sheet C.05 for dotal is D. The contractor If II be paid the contract unit price per each. This shall be considered full 26 2416-0100024 compensation for furn lshing ail mater lal, equipment and labor for Installing steel posts. 77 2416 - 0100030 78 2416- 0100036 74 2599- 9999003 Refer to Sheets V- 01 -V.03 For details. Measurement will be In cubic yards as determined by plan 29 2416 - 0100048 dimensions. Payment at the contract price per cubic yard will be full compensation for furnishing and placing granular bedding in accordance with the plans and speelf ications. 30 2416-1160024 See Tabulation 102 -3. Sheet C.04 for details. 75 2599- 9999005 See Tabulation 104 -5A, Sheet C.OS for locations. See Sheets U.OI and U.02 for details. Measurement 31 2502 - 2301200 Refer to 0- Sheets and Special Prov is Ions for details. 76 2599 - 9999005 and payment will be per each for all utility accesses. All concrete shall be Class C. Reinforcing steel shall comply with Section 4151.03 of the Iowa DOT Specifications. 32 2502 - 8212016 See Tabulation 104 -9, Sheet C.06 for details. All subdrain pipes to be dual -wall 77 2599-9999005 33 2502 - 8215806 Refer to 0- Sheets for details. All subdrain pipe to be dual -wall 78 2599 - 9999005 79 2599- 9999009 34 2502- 8220193 See Tabulation 104 -9, Sheet C.06 for details. Modify for 6" subdrain. Use 8" GNP for Intake so 2599- 9999009 connections. 81 2599-9999010 This Item pertains to the dewatering of the wetland area between St.. 878 and 882, prior to 35 2502 - 8220196 placement of the granular blanket. Contractor shall provide a deate watering system, cons tst lug of a 36 2502-8220197 Refer to 0- Sheets for details. Modify for 6" subdrain, ser les of de•wate'Ing wells, to dry the surface of this area. and shall maintain the system in operation during the construction of the granular blanket and the reinforced concrete box culvert 37 2503-4470400 See Tabulation 104 -5A, Sheet C.05 for details. base section. The exact layout of the dewatering wells will be determined by the Contractor. 38 2503- 4470430 Measurement and payment will be lump sum, to Include installation, operation and removal of the 39 2503 - 4470435 See Tabulation 104 -5A, Sheet U.03 far modified RA -43 detail. elevator- lug system. 40 2503- 4470630 82 2601 - 7634100 0uanuty Is for disturbed area menus any paved or granular surfaces, not including those covered 41 2503 - 7181036 Refer to R- Sheets for locations of pipe. All pipe trenches to be compacted to 95Z of standard with wood excelsior mat. proctor density. Pipes not in conflict with other construction can alternatively be filled with grout and abandoned in place. Item includes removal, disposal and backfllling of the trench 83 2601 - 2636043 Item is for seeding all disturbed areas not covered by urban seeding. bt the Contractor. Measurement and payment will be per lineal foot of storm sever removed, as measured by the Engineer in the Field. Payment will be full compensation for Furnlshing all 84 2601 - 2636044 Item Is for seeding all disturbed areas west of Riverside Brice, and all areas between road and materials, equipment, tools and labor necessary For the removal and disposal. sidewalk, as directed by the Engineer. 42 2503- 7325015 "See Tabulation 104 -5B, Sheet C.05 for details. Pipe may not contain lift holes and all Joints 85 2601 - 2638351 Estimated quantity to be placed as directed by the Engineer. shall be 0 -rung confined gasket Joints." 43 2503 - 7325024 86 2601-7640350 Estimated quantity to be placed as directed by the Engineer. 44 2503- 7325030 45 2503 - 7325036 87 2601- 2642100 Ouantity is for disturbed area minus any paved or granular surfaces. 46 2503 - 7325042 47 2503 - 7325048 88 2602 - 0000020 Estimated units within project limits. Refer to Sheet C.12 and Tabulation 100 -19 on Sheet C.10. 48 2503 - 7375024 89 2602 - 0000030 4q 2504 - 4650007 See Tabulation 104 -11, Sheet C.04 for details. 90 2602 - 0000060 91 2602 - 0000070 50 2507-3520005 Quantity is placement of fabric under granular bedding and revetment 92 2602- 0000090 93 2602 - 0000100 51 2507-6800061 Refer to Tab Revetment on Sheet C.10 For locations. 52 2510- 6745850 Refer to R- Sheets for pavement removal locations. 53 2511- 7526006 Estimate is for the placement of an Or wide sidewalk on the left side of McCollister Boulevard and a 6' wide sidewalk along northers of the right side. Refer to the Typlcals on Sheet B.01 for details. See Tabulation 112 -4 on Sheet C.04 for locations Pedestrian Curb Ramps. ADA detectable warning strlps to be Included in bid price. Refer to Standard Oetall RB -6. Certified plant Inspection shall be required as specified In Section 2521 of Iowa DOT Standard Specifications. ESTIMATE REFERENCE INFORMATION - HDP- 3715(628)- -71 -52 _FEE N 1%- C.02 EarthTech .typo u�,,, T - JOHNSON n� I STANDARD ROAD PLANS 105 -4 0 -16 -07 The following Standard Road Plans shall be considered applicable to construction work on this project. Number Date Sheets Title RA -40 10 -18 -05 Intake (Curb) 12A -43 04-[9-05 Intake (Curb, Double Unit) RA -53 _ 02 11 -00 - — Details lls of Accessory Units for Concrete Utility Accesses Y _ - _ - - - -. - RA 54 _ _.. 10-19 -04 _ Cast Ut ll ity Access Cover -Heavy (Subject to Roadway Traffic) RA -55 10-19 -04 Cast Utility Access Covers -Light (Not Subject to Roadway Traffic) RA -63 (0 17 06 Open Ditch Intake (Beehive) for Tile Drain _ RB-3 01 -12 -99 Concrete Drives and Alleys RB -6 04 -17 -07 Pedestrian Curb Ram p0 RC -5 04 27 -99 Erosion Control Details (Wood Excelsior P1aU RC -10 04 -15 -03 Deta Ll of Chain Link Fence Construction RC -II 04-27 -99 _ _ - Supplementary Details of Chain Link Fence RC -14 04 -27-99 She P. Protection Details (blood Excelsior 14aU RC -17 10 -16 -01 Silt Fence RE-3B 09 -2I -99 Permanent Road Closure (Urban) RF -I 04 -03-01 Concrete Culvert Pipe RF -3 10 -03 -00 Concrete Aprons NF -I4 10-16-07 Connected Pie Joints RF -19A 07 -I5-91 Subdra ins for Fill or Foundation Ora )rage (Standard) RF -19C 10-18-05 Subdra ins (Longitudinal) _. - _ RF -19E 10 -16 -07 Outlets far-Longitudinal, Transverse and Backslope Subdra ins se a B op RF -19F 04 -25-00 C.M.P. Subdrain Outlets (Standard Subdrain, Pressure Release and Special I Pipe Apron RF -26 04 -15 -03 RF -30A 10 16-07 _ .Guard Culvert (Redd ung and Backf ill) 12F -31 03-28-95 Depth of Cover Tables For Concrete Pipe 10-18-05 RI-450 Two -Lane 31' Wide P.C. Concrete Pavement (With 6" Standard Curb) R14-50 04-17 -07 Joints (Traverse Contraction) RH -51 10 -17 -06 Jo cots ft. ong stud final Contraction ) Jo In ts_(F. Qans ion) RH -52 __ 04-1?-6- RH -55 IO-17 -06 Om•el Assemblies RL -1A 10 -03-00, Details of Excavation and Rebuilding Enbankments RL -1B 10- [7-06 Details of Embankment (Allowable Placement of Unsuitable Material) RL -2A 10 IS -OS beta tls of Embankment (Subgrade Treatment Moisture and Density Control and Special Corrpactlon) RL -6 10 -17 -06 Settlement Plate RL -16 10-16-07 TemporarY Stream. Cross ing or Causeway RR -10 10 -17-06 Full Depth Patch Hot Mix Asphalt (Existing HMA, PC or Composite_ Pavement) RR -23 04 -18 -06 Details for Double Reinforced Pavement over Box Culvert Work Not Affecting Traffic IC-1 10 -17 -06 _ TC -252 10 -17-06 Road Closure 01 -20-84 204 -2 All holes resulting from operations of the contractor, including removal of guardrail 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 -20-84 212 -1 Sounding and test boring data shown on plans were accumulated for designing and estimating purposes. Their appearance on the plan does not constitute a guarantee that conditions other than those indicated sill not be encountered. 10 -29 -02 213 -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 he incorporated into the work Involved on this project. These areas shall not impact wetlands or "Waters Of The U.S." No payment for overhaul will be allowed for material hauled to these sites. No material shall be placed within the right- of-way, unless specifically stated in the plans. 10-27-98 213 -4 The contractor shall apply necessary moisture to the construction area and haul roads to prevent the spread of dust. Refer to Article 1107.07 of the current Standard Specifications for additional details. - n I I -Eo 1 11 LEVI 04 -30-02 213-7 Unless otherwise directed or authorized, all hot mix asphalt and other bituminous materials which are not specifically addressed or described In the contract documents shall become the property of the contractor. The contractor, in accordance with current rules and regulations of the Iowa Department of Natural Resources, may: 1. With the approval of the Engineer, blend or Otherwise process the material for use with shoulder or special backfiil aggregate, for use on the project. 2. With the approval of the Engineer, place with material in areas designated by the Engineer as Soil Aggregate Subbase without extra charge. 3. Remove the material from the project and stockpile for the contractor's future use. 04 -25-00 214-1 The roadbed shall he trimmed to within 0.05 foot of the final subgrade elevation. Trimmed material shall be placed in a windrow on either foresiope for use in earth shoulder (ill after paving. No pending of water shall be allowed by the stored materials. Trimming of material shall be included In excavation required for Earth Shoulder Construction. Granular surfacing material, if placed over the winter, Is included in the trimmed volume. 01 -20 -84 221 -3 Estimated quantity for new concrete pavement Includes all integral curb, all street returns and special areas of repairs to connecting pavements. k Gm;A.zl ltf Qni ; 01 -20 -84 221 -4 In order to avoid any unnecessary surface breaks or premature spelling, the contractor Is cautioned to exercise extreme care when performing any of the necessary saw cutting operations for the proposed pavement removal. 12 -08 -95 222 -1 Special care shall be taken when forming at intersections so that the profiles and elevations shown on the cross sections, street return profile sheets, and staking diagram sheets are obtained. Short lengths of forms or flexible forms may be necessary at these locations. 01 -20-84 222 -2 To obtain the correct form grades at low points where intakes are located, the contractor must exercise extreme care when paving full width pavements. This may require pouring one half of the pave- ment at a time or other methods approved by the engineer. 01 -20 -84 232 -5 The contractor shall not disturb desirable grass areas and desirable trees outside the construction limits. The contractor will not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service areals) will be subject to the approval of the resident engineer. 01 -09 -90 232 -6 Selective clearing will be required on 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. 10-28 -97 232-10 The contractor is expected to have materials, equipment, and labor available on a dally basis to install and maintain erosion control features on the project. This may involve seeding, silt fence, rock ditch checks, silt basins, or silt dikes. 01 -20 -84 241 -1 Road contractor is to use due caution in working over and around all tile lines. Breaks in the the line due to the contractor's care- lessness are to be replaced at his expense without cost to the City Any the lines broken or disturbed by our cut lines will be replaced as directed by the engineer In charge of construction and and at the City's expense. 01 -19 -68 251-1 The contractor shall be responsible to maintain access to individual properties during construction. Relocated access shall be completed to Individual properties prior to removal of existing access. If the permanent access cannot be completed prior to removal of the existing access, the contractor shall provide and maintain an alternate access. Temporary Granular Surfacing will be paid for as a contract Item or by extra work. 06 -22 -84 251 -2 The contractor Is hereby notified that removal of any existing traffic markers, warning devices or guardrail barriers shall be scheduled subject to tire approval of the Engineer. The contractor may be required to place temporary warning devices at certain locations where replace- ment features are not installed the same day during which any such removals take place. 06 -22 -84 251 -3 A plan for stage construction of local accesses which are required to remain open to traffic during construction shall be submitted by the contractor for approval by the engineer. 1111 ( i " f -. 11 . 1 ' -1- 01 -09 -90 252 -1 Blading and shaping as well as any other incidental work in prepar- ation for any maintenance of temporary crossing or detour sffalli be considered incidental to other work on the project, tAdditlgnal� surfacing needed for temporary crossings or detours during corm struction shall be furnished and spread at congn O, rilce. 02 -10 -03 Contractor shall provide Certified Plant Inspectloq fp{ all . P.C. Concrete Construction, in accordance wlthil}gwa .00Tf t •� .i Specifications. U- 1 04-0301 203-2 During construction of this project, the contractor will be required to coordinate his operations with those of other contractors working within the same area. Other work in progress during the same period of the time will include construction of the follow- ing projects: Project Type of Work HDP- 3715(634)- -71 -52 Iowa River Bridge 11 -01 -05 SECTION 404 PERMIT CONDITIONS I. Equipment for handling and conveying materials during construction shall be operated to prevent dumping or spilling the material into waterbodies, streams or wetlands except as approved herein. 404 permit. 2. Construction activities shall be conducted during low to normal flows. Low to normal flows shall be determined in consultation with the project engineer and are defined as flows at or below the ordinary high water mark. The ordinary high water mark is that line on the shore of a stream or waterbody established by the fluctuations of water and best indicated by that line im- pressed on the bank containing vegetation above and bare soil below. The City of Iowa City shall employ controls to reduce the erosiveness of land adjacent to surface waters and wetlands, including establishment and maintenance of the erosion controls during and after construction and revegetation of all disturbed areas upon project completion. The prime contractor shall be responsible for installation of all erosion control measures. 3. Care shall be taken to prevent any petroleum products, chemicals, or other deleterious materials from entering waterbodles, streams or wetlands. 4. All construction debris shall be disposed of at an upland, non - wetland location, in such a manner that it cannot enter a waterway or wetland. 5. Construction equipment, activities, and materials shall be kept out of the streams and wetlands to the maximum extent possible. 6. Temporary construction crossings, structures, and fills shall Involve the least damaging and minimum amount of disturbance /Impacts to waters of the state and appropriate measures must be taken to maintain near normal downstream flows and minimize flooding, Fills shall be placed In such a manner that the material will not be eroded by high flows. All temporary fills shall be completely removed to upland, non-wetland sites and the area restored to pre - project conditions within 30 days of the end of their use. 7. Clearing of vegetation, Including trees located in or immediately adjacent to waters of the state, shall be limited to that which is absolutely necessary for construction of the project. All vege- tation clearing material shall be removed to an upland, non - wetland disposal site. —52 e 11.1 e 51 i r �r LIST OF INTAKES AND UTILITY ACCESSES 10-4 -571 LIST OF STORM SEWER PIPE 104 -58 Number Location (Station) Type or Standard Road Plan Bottom Well (Elev.) Extension Length (feet) Granular Backh ll (Tons) Notes Line Number Intake /Utility Access No. Class '0' Pipe Diameter (Inches) Len th 9 of Line (Feet) Sloe Flow Lines Granular Backfill (ions) pie profile Sheet No, Notes 20 ) Inlet Elevation Outlet Elevation Other Elevation From To I -IOTA MCCOLL[STER BOULEVARD_- 876 +00 00 70 0' RT _ RA -63 f646. 642.30 - 642.99 642.65 642.22 642,75 642.32 641 -47 641.52 640.54 5 - 640 -85 - P -101A P -I01 P -102 I-IOIA 1 -101 I -102 1 -101 1 102 l 1.04 2000 2000 2000 15 15 IS 48.0 4 1.0 150.7 0 50 0 80. 0 50 PLC [ 14.01 14.01 M.01 .0- t4.Ol � r / r ��II\f LI f`rA- ''` ', � -rf f \ /ll/�1�,1p l� VA 1 -101 I -102 103 8 /5 +88 00, 20 5' RT II75 +88 00 20.5' LT 877 +50.00, 20.5' RT RA -43 RA -43 RA -40 642.46 642.03 641.66 _ P -107_ P -104 P -105 1 -103 1 -104 I -105 1 104 1 -106 1 -106 2000 2000 2000 15 15 15 410 165.5 41.0 0.80 0.50 1].80 641.85 641.37 641.18 1 -104 1-105 -- 1 -106 877,50.00, 20.5' LT 879 +25.00, 20.5' RT - -- - - -- 879 +25.00, LT RA-40 RA -40 -- - RA-40 645.49 641.18 640.99 640.25 .__ P -106 1 -106 I -107 2000 15 116.8 41.0 48.6 0.80 0.80 -- 1.00 _640.44. 639.51 M.01 _ _ _ 1 -107 _20.5' 880 +50.00, 20.5' R1 - - 880 +50.00, 20.5' LT 880 +65,00, 75.0' RT -- RA-40 RA -40 RF -I 646 -13 639.22 - -- - - -- - P -107 - P -108 - -- - 1-107 I 108 - - I -108 _ 0 -109 - - 2000 2000 15 15 639.41 - -- 635.35 _639.08 634.86 6 6 - 634.80 - - -- - - 11.01 - - M.OI - - 15" AF -3 Apron Ely. = 639.50 - - -- - I -108 0 -109 646.13 - _ 635.16 634.80 - . 637.05 641.72 636.24 637.30 - -- - - P -200 P -201 I -200 I -201 1 -202 I -202 2000 2000 30 IS 44.6 33_7 _0.50 0_80 0.50 637.27 641.99 636.95 _- 14.01 11.02_ 30" RF -3 Apron Elv. = 637.00, Pipe Apron Guard _ _ 1.200 1 -201 885 +O.00, 16.85 LT 885,30.00, 16.85' RT R-4 RA-43 646.30 637.30 641.80 Utility Access OIa. = 60" P -202 P -203 P -204 -- P -205 1 -202 1414 03 I -204 - -- I -205 NH -203 205 I -205 -- 20 - 1 -207 2000 - 2000 0 21700 -- -- 2000 30 -- --- 30 15 30 14 L 2 M.02 1402 - - -- '4H -203 I -204 I -205 885+30.00, . 21 5' LT 887 +75.00,_ 21.5'_ LT II87 +75.00, 15.5' RT - - T 887 +75.00, 15.5' LT RA -43 -- - -- - M -A RA -43 -- - RA -43 646.30 - - 644.27 642.60 - 64260 635.66 94.1 31CI .0 - - - -- 92.7 - 0.50 0.80 0.50 636.14 - -- 63II.29 - -- -- 635.57 635.67 - - - -- 638.04 - _635.11_ - -- - - -- - M.02 -- - M.02 - -- - - h1. 02 - -- - - - - 635.35 - 638.10 635.28 - - -- - - - - - -- - -- - - - P -206 - - - -- P -207 P -208 I -206 - 1407 HH -208 - - - -- II-20 FIN 208 1 210 2000 - - -- 2000 2000 15 __3_G 38 31.0 --- - - - - 93.7 ]19.1 -- - 310 124.6 124.3 - 31.0 64.0 -- - 0.30 0. -30 0.30 0.80 0.30 0.30 -- 637.79 - - -- - - 634.71 634.33 - -- 637.54 - -- 634.43 633.97 - - -- _ - - -- -- -- -- - - _ 1 -206 1 -207 888 +75.00, 15.5' RT - - 888 +75.00,_ 15.5' LT - -L 889 +75.00, 19_5' T RA 43 - - - -- RA 43 - -- 11-A 642.10 - - 642.10 6 - - 643.26 637.60 -6 . 634.38 - - - -- 633.50 ----- - - Utility Access Dta. = 60" - - - -__P - - - - -- - - - -- Utility it Access Pin. 60' y = - - - - - -- - -- -- - - Stub 3D' of 24'Pi e and Ca End M.02 M.02 - '41-208 -.209 P -210 -P_211 P -212 P -213 - - - - - -_ P -400 P -401 1-209 1-210 ,141 -211 1-212 1-213 - - - - --- 1-400. 1 -401 -et [ 210 141 -211 f 213 1-213 0-214 -- 1 -401 1-404 2000 2000 - 2000 2000 2000 - 15 36 36 15 36 633.69 -. - 633.87 -633. - - 39 633.44 - - -- 633.49 - - - - - -- - -- 14.02 11.02 - V1.02 -- - - - - - - -- - I -209 --- 10 1-210 MH 211 891 +00.00, 15.5' RT 6 - -1 - - - -- -- _ .891 +00.00,_ 15.5' LT 892,30.00, 19.5' LT RA-43 - :43 RA-43 M -A 643.47 -64 643.47 645.76 Fi38.97 - .54 633.54 -- -- 632.56 - _ -- 2 633.02 - -- - 0.80 0 30 -- 642.66 - - -- 632.92 - - -- 642.41 -- - 632.73 - - -_ - -- - -- 14.02 14.02 -- N.04 - M.03 - - - -- - F -3A - -- _ - - - - - -- 3fi" AF -3 Apron Ely. - 632.71 -- - 1 -212 1 -213 0 -214 ------ 893 +60.00, 15.5' RT 893+60.00,_15.5' LT 883+97.31, 85.8'- LT RA -43 A -43 -1- 646.97 646.97. 642.47 632.59_ 632.71 _ _ 632.71 -- - 2000 2000 - - - -- 15 15 -- -- 38.8. 242.8 - 0.80 0.q0 _648.55 648.14 648.24 645.96 - _ -_ -_ -_ - - - -- I -400 .- 1 -401 -- -- 903+50 00, 19.4' LT _-_ - -- 903 +50.00, 19.4' RT - 652.86 652.86 -- - - -- 648.36 647.95 -- P -402 P -403 _.P -404 P 405 [nlet - I -403 I -404 4 l 403 1 -404 I4H46 2000 2000 -2000 20 24 24 24 15 30.0 41.0 -0 _420 41.0 0 SO 0 SO - - 640.50 640.35 11.03 14.04 M.04 Cap End - 24" AF -21 _I -403 I -404 1 -405 906 +00.00, _20.5' LT - 906, UO UO, 20.5'RT 908 +50.00, 20.5' LT [RA-43 -- R-A A -43 A -43 43 650.61 650.59 649.34 640.00 639.70 644.84 640.25 - 639.95 640.05 6 -- 639.11 1 -405 1-406 2000 _2.00 0.80 645.03 644.70 _ FI.04 P -406 P -407 --- P -408 1-406 2000 � 15 IS -- 15 _ 32.5 41.0 2.00 0.8U 643.53 643.78 642.88 M.04 M.04 I -406 908 +SO.UO, 20.5' RT 43 649.34 643.34 Re (aces Exist In Utility Access I -407 [ -408 1-410 _I -408 MH409 - 2000 2000 643.45 I -407 1 -408 911 +00.00, 20.5' LT 911400.00, 20.5' RT ------ 43 RA -43 - 648.09 648.09 643.59 642.09 - 58.2 - 2.00 - 642.28 - 641.12 M. 04 14H409 MH410 2000 _2000.__42 - 2000 3000 2000 - - 2000 - 2000 2000 42 42 -- -- 24 IS 48 IS 15 260.6 258_0 240.2 -- - 0.30 _633.71 - - 632_83. 631.95 632.93 M.03 - - M.03 _ - - - -- - -- MH409 911 +00.80, 85.3' RT M -O 647.81 632.33 _P_4?0 P -41[ P -412 P -413 - - -- - P -414 1.41410- 14H411 - - - -- 1 -412 I -413 -- F1H414 F1H41 I_ 111414 MH414 M114 14 - - 0 -415 - 1 606 1 -606 0 30- 0.30 - -- 632.05 631.23 - -- MH410 - MH411 _ 908 +50.00, 6070 RT - -- - - -- -- 906 +00.00, 15.5' RT H -0 - -- - H-0 648.00 - 648.00 631.45 - - -- 630.57 - - - -- - -- -- - - - - - - - - -- M.03 - -- I -412 - 903 +79.94, 94.0' LT -- RF -I -- - -- - H-0 H-0 RF -1 - - - - 647.00 638.15 206.0 - - 12.0 - - 3.76.0 - - 12.0 31.0 2.00 - 2.00 0.30 -- 0.80 638.03 - - 638.03 - - 630.83 - - -- 643.41 633.91 - -- 637.79 638.15 638. IS - - - _ M-. 04 11.04 24" RF -3 Apron Invert = 638.15, Pipe Apron Guard - -- 15" AF-3 ALT -Invert = 638.15, Pipe Apron Guard -. 68 "RF -3 Apron Ely. 62R.68 1M 13 MH414 0-415 903 +59,98, 140.9' RT - - -- - - - - 903 +60.00, 120.0' RT 899 +74.00, 126.00' RT - - - - - - _ RIVERSIDE CONNECT ION 687422.00, 15.5 RT - - - - - - -- 629.41 629,41 629.68 - - - - - - -- - -- - _ - -- 629.71 629.68 -- M.02/Ff.0348 - P -600.70 4 P -605 STUB I -605 - - -- 643.33 - -.05 _ 11.05 M.05 - - - -- -- Cap End IS" RF-21 - --- - - -- - --- -- -- t 635.6 - - -- 15" AF-3 Apron Invert = 635.67 - - -- - - _ _ - I -605 - 0 I -606 - - I- 607 - - - -- RA 40 -- 648.83 644.33 -6 - -- - - ---- - - - - 644.52 644.27 - P -606 P -607 - -- 1 -606 1 -607 - -- 1 -60B 1 608 2000 2000 -- 15 15 - - 15 316.7 31.0 0 52.0 0.80 0.80 -- 3.00 - 643.23 642.91 640.69 642.66 -- M.05 11.05 - - - 14.05 687 +22.00, 15.5' LT - -- - 684 +00.00, IS_. S' RT_ 684 +00.00, 15.5' LT __ RA -40 - - - - -- RA -43 RA -43 648.83 - 647.22 43.04 642.72 637.22 - -- - - - - - - - - -- - - - - - -- P -608 -- I -608 _ --- 0-609 -- 2000. - 637.41 635.85 635.67 - - - - - - -- - -- - --- - - - - -- - -- - - -- - 8 1 -608 647.22 - - - - NOTES; 1. RF -14 Type 2 Connections required (all Joints). 2. "Other Elevation" is end of apron. 3. "Length of Line" is pipe length excluding apron length. ...WA,,, I E'711 TE -1 JOHNSON nil, e- J u 4, H01 "FE -- O.v_ER 4c$ 691 c 0 "c ;s ow �9 Oy -C mE © Refer to Standard road Plan RF -19C TABULATION OF LONGITUDINAL SUBDRAIN 0 Refer to Solis Sheets Q Refer to Standard Road Plan RL -15 SHOULDER AND BACKSLOPE Mt. n�a ,ue 104 -9 04 -I5 -03 Location Lon ltudlnal Subdraln I C14P Subdrafn Outlet Porous s Backftll Class "A" # Stone Remarks Line No. Road or Lane Ident. Station to Station Side Depth 0 Shoulder Backslo a Brld a Berm RF -19E or RF -22 Size (2 ) Length Size Length Size Type Length Station Size (Inches) Type (Inches) (Feet) (Inches) (Feet) (Inches) (ABC) (Feet) (Cu. Yds.) (Cu. Yds.) S -101 MC 873 +42.00 875 +88.00 R 42 6 246 873 +42.00 32 Connect To Existing Subdrafn 875 +88.00 (1 5-102 MC 673 +g2.00 875 +88.00 L 42 6 246 873 +42.00 32 Connect To Existing Subdrafn 875 +88.00 (II S -103 MC 875 +88,00 877 +50.00 R 42 6 162 875 +88.00 (l) 21 877 +50.00 (1) S-104 MC 875 +88.00 877 +50.00 L 42 6 875 +88.00 (11 21 877 +50.00 (t). S -105 MC 877 +50.00 679 +25.00 R 42 6 877 +50.00 (1) 23 879 +25.00 (1) 5 -106 MC 877 +50.00 879 +25.00 L 42 6 877 +50.00 (11 23 879 +25.00 (1) 5-107 MC 879 +25.00 880 +50.00 R 42 6 M175 879 +25.00 (1) l6 880 +50.00 (l) S-108 MC 879 +25.00 880 +50.00 L 42 6 879 +25.00 ( U l6 880 +50.00 (1) S -109 MC 880 +50.00 882 +10.00 R 42 6 880 +50.00 (1) 21 882 +10.00 RF -19E S -110 MC 882 +10.00 885 +30.00 R 42 6 320 882 +10.00 RF-19EI 41 885 +30.00 (1) S -111 MC 880 +50.00 882 +62.50 L 42 6 246 880 +50.00 1 32 Connect to Riverside Drive Subdrafn 882 +62.50 (1) 5 -112 MC 882 +94.50 885 +30.00 L 42 6 269 882 +94.50 35 Connect to Riverside Or lve Subdra to 885 +30.00 (t) S -113 MC 885 +30.00 887 +75.00 R 1 42 6 245 885 +30.00 (1) 32 887 +75.00 (1) 5-114 MC 885 +30.00 887 +75.00 L 42 6 245 885 +30.00 (1) 32 887 +75.00 (1) S -115 MC 887 +75.00 888 +75.00 R 42 6 100 887 +75.OD (I) 13 888 +75,OD (I) S -116 MC 887 +75.00 888 +75.00 L 42 6 100 887 +75.00 (1) 13 888 +75.00 (1) S -117 MC 888 +75.00 891 +00.00 R 42 6 225 888 +75.00 (1) 29 891 +00.00 (t S -118 MC 888 +75.00 891 +00.00 L 42 6 225 888 +75.00 (1) 29 891 +00.00 (l) S -119 MC 891 +00.00 893 +60.00 R 42 6 260 891 +00.00 (1) 34 893 +60.00 (1) S -120 MC 891 +00.00 893 +60.00 L 42 6 260 891 +00.00 (1) 19 893 +60.00 (1) S-121 MC 893 +60.00 895 +35.00 R 42 6 175 893 +60.00 (1) 13 895 +35.00 RF-19EI 5 -122 MC 893 +60.00 895 +35.00 L 42 6 175 893 +60.00 (1) 1 13 895 +35.00 RF -19 S -123 MC 895 +35.00 896 +30.00 R 42 6 95 895 +35.00 RF -19E 7 896 +30.00 (1) Cap End S -124 MC 895 +35.00 896 +30.00 L 42 6 95 895 +35.00 RF -19E 7 896 +30.00 (1) Cap End S -125 MC 900 +60.00 901 +50.00 L 42 6 90 900 +60.00 (1) 7 Cap End 901 - +50.00 RF -19E S -126 MC 900 +60.00 901 +50.00 R 42 1 6 90 900 +60.00 (1) 7 G.p End 901 +50.00 RF -19E S -127 MC 901 +50.00 903 +50.00 L 42 6 200 901 +50.00 RF -19E 15 903 +50.00 (1) 5-128 MC 901 +50.00 903 +50.00 R 42 6 200 901 +50.00 RF -19 15 903 +50.00 (l) S -129 MC 903 +50.00 906 +00.00 L 42 6 250 903 +50.00 (I) 19 906 +00.00 (1) S -130 MC 903 +50.00 906+00.00 R 42 6 250 903 +50.00 (1) 32 906 +00.00 (1) S -131 MC 906 +00.00 908 +50.00 L 42 6 250 906 +00.00 IT 32 908 +50.00 (1) S -132 'MC 906+00.00 908 +50.00 R 42 6 250 906 +00.00 (1) 32 908 +50.00 (1) S -133 MC 908 +50.00 911 +00.00 L 42 6 250 908 +50.00 (1) 32 911+00.00 (1) S -134 MC 908 +50.00 911 +00.00 R 42 6 250 908 +50.00 (1) 32 911 +00.00 (1) S -135 MC 911+00.00 9I1 +57.60 L 42 6 58 911 +00.00 4 Connect To Existing Subdrafn 911 +57.60 (1) S -136 MC 911+00.00 911 +57.60 R 42 6 58 911 +00.00 4 Connect To Existing Subdrafn 911 +57.60 (1) S -137 RT 164 +60.00 166 +00.00 R 36 6 140 164 +60.00 10 Cap End for Future Extension 166 +00.00 Connect to McCollister 81vd Subdra In S -138 RT 164 +60.00 166 +00.00 L 36 6 140 164 +60.00 10 Cap End for Future Extension t -r ENGLISH I IOWA DOT I DESIGN TEAM 9) FarthTer"h A "'w.axmaw,a++wm I JOHNSON CO @ITY I PROJECT NUMBER HDP- 3715(628)- -71 -52 1 SHEET NUMBER C.06 o-c8 c 0 o0 .26 dd :o E :L TABULATION OF PAVEMENT MARKINGS 108 -2z MOOfftED Q2 Broken Center Line (Yellow) Q5 No- Passing Zone Line (Yellow) O7 Edge Line Right (White) 09 Dotted Line (White) © Chamelizuy Line (White) 13 Stop Lim (White) 1© Yellow Curb © Yield Line (White) Q3 Double Center Line (Yellow) @ Broken Lane Line (White) © Edge Line Left (Yellow) 10 Solid Lane Line (White) © ChanneluAng Line (Yellow) 14 Continental Crosswalk (White) 16 White Curb 18 Double` O,ut�ed Ltne�,(Yellow) Location Length (In Stations ) tl - - - -.i _; 411i1t ' +' Remarks Identification Station to Station Side O O O O O O O 10 Il l2 t3 l4 15 158 I6A 16B t7 IB L R McCOLLISTER BLVD. 58 - 870 +18.57 X .- 870 +19.57 TO 870 +69.81 X 50 870 +19.57 TO 870 +71.18 X 52 870+19.57 TO 870 +72.80 X 54 �� i 1 i(JVlist 870 +89.51 TO 872 +02.61 X 113 870 +91.20 TO 875 +00.00 X 409 870 +93.02 TO 874 +70.00 X 377 871 +00.00 X 26 871 +50.00 X 26 871 +98.72 X 26 875 +00.00 TO 876 +50.00 X 150 875 +75.00 TO 876 +50.00 X 75 RIVERSIDE DRIVE 165 +8812 X 25 McCOLLISTER BLVD. 876 +95.00 TO 879 +00.00 X 250 876 +95.00 TO 882 +53.00 X X 558 880 +20.00 TO 882 +53.00 X 233 RIVERSIDE OR[VE CONN. 683 +16,55 X X 112 683 +24.50 X 22 McCOLLISTER BLVD. 883 +09.80 X X 88 883 +12.00 TO 886 +35.65 X X 835 886 +36.65 TO 901 +30.16 X X 1,495 901 +30.16 TO 904 +32.87 X X 771 904+85.00 TO 905 +60.00 X 75 904 +85.00 TO 906 +35.26 X 150 906 +35.26 TO 912 +35.00 X 906 +65.26 TO 912 +65.00 X 912+65.00 TO 914 +37.30 X 173 913+40.00 TO 914 +25.30 X P600 80 914 +36.30 X 31 914 +45.00 X X 128 LENGTH SUBTOTALS 0 2,580 163 0 0 0 765 0 1,606 542 113 0 0 0 0 0 0 QUANTITY FACTORS 0.25 2 1 0.25 1 1 0.33 1 2 2 6.0 12 3 3.5 3 3.5 1.71 0.7 TOTALS 0 1 5,160 1,986 40.75 0 0 0 765 0 1 3,212 3;252 1,356 0 0 0 0 0 0 ENGLISH IOWA DOT I DESIGN TEAM 4-;) FarthTech eryao ,�, a:r��„.,, JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET HUMBER C.OB ' o; o, 'o. M� :i POLLUTION PREVENTION PLAN 5. INSPECTIONS Inspect tons shall be made jo ant Iy by the contractor and the contracting authority every seven calendar days and after each rain event that is one -half inch or greater. The contractor shall immediately begin corrective action on all deficiencies found. The findings of this inspection shall be recorded in the project diary. This PPP may be revised based on the findings of the Inspection. The contractor shall implement all revisions. All corrective actions shall be completed within 3 calendar days of the inspection. 6. NON -STORM DISCHARGES Non-storm discharge includes subsurface drains (I.e. longitudinal and standard sub - drains), slope drains and bridge end drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone or erosion stone. .,AIWA POLLUTION PREVENTION PLAN I EMLISH I IOWA DOT I DESIGN TEAM �D EarthTech ;°"e° �' p"` '' I JOHNSON COUNTY I PROJECT NUMBER HDP-37 15(628)--7 1-52 I SHEET NUMBER C. 11 1 ' POLLUTION PREVENTION PLAN 110 -IZ POLLUTION PREVENTION PLAN Ito -1z 02-23-97 02-27-93 All contractors / subcontractors shall conduct their 2. CONTROLS operations In a manner that minimizes erosion and prevents sediments from leaving the highwayy At locations where runoff can move offsite, silt fence right -of -way. The prime contractor shall be responsible shall be placed along the perimeter of the areas to be for compliance and implementation of the Pollution disturbed prior to beginning grading, excavation or Prevention Plan (PPP) for their entire contract. This clearing and grubbing operations. Vegetation in areas responsibility shall be further shared with not needed for construction shall be preserved. As areas subcontractors whose work is a source of potential reach their final grade, additional slit fences, silt pollution as defined in this PPP, basins, intercepting ditches, sod Flumes, letdowns, bridge end drains, and earth dikes shall be installed as 1. SITE DESCRIPTION specified in the plans and /or as required by the project engineer. This will include using slit fence as ditch This Pollution Prevention Plan (PPP) is for the checks and to protect intakes. Temporary stabil izing construction on the three -lane extension of seeding shall be completed as the disturbed areas are McCollister Boulevard from a point approximately constructed. If construction activity is not planned to 350' East of Old Highway 218, across the Iowa River occur in a disturbed area for at least 21 days, the area to the exstting McCollister Boulebard pavement which shall be stabilized by temmpporary seeding or mulching is approximately 100' West of Gilbert Street. The project within 14 days. Other stabilizing methods shall be used also includes a connection to Riverside Drive to the outside the seeding period. Southwest and a new connection of two -lane urban This work shall be done In accordance with Section 2602 of roadway to the existig North -South portion of Riverside the Standard Specification. If the work involved is not Drive. applicable to any contract Items, the work shall be paid for according to Article 1109.03 paragraph B. This PPP covers approximately 25.6 acres with an est lmated 12 acres being disturbed. As the work progresses, additional erosion control items may be required as determined by the engineer after field The project is located to an area of one soil association investigation. These may be items such as sod flumes, (Nodavay- Lawson - Waukee). ditch checks, rock outlet protection, letdown structures and other appropriate measures, which shall be installed The estimated average SCS runoff curve number for this PPP ti by the contractor as directed by the engineer. The after completion wall be 70. t. contractor will complete the construction with the establishment of permanent perennial vegetation on all Refer to the project plans for locations of typical disturbed areas. slopes, ditch grades, and major structural and non - structural controls. A copy of these plans will be 3. OTHER CONTROLS on flle at the protect engineer s office. Runoff from this project will Plow Into various unnamed ditches and Contractor disposal of unused construction materials and waterways and Willow Creek, which flow into the Iowa construction material wastes shall complyy with River, applicable state and local waste disposal, sanitary sewer, or sePtic system regulations. In the event of a POTENTIAL SOURCES OF POLLUTION: conf I act with other governmental laws, rules and regulations, the more restrictive laws, rules or Site sources of pollution generated as a result of this regulations shall apply. work relate to slits and sediment that may be transported as a result of a storm event. However, this PPP provides APPROVED STATE OR LOCAL PLANS: conveyance for other (non - project related) operations. These other operations have s orm water runoff, the During the course of this construction, it is possible regulation of which is beyond the control of this PPP. that sttuatlons will arise where unknown materials will Potentially this r ru unoff can dente In various pollutants be encountered. When such situations are encountered, related to site-specific land uses. Examples are: the will be handled according o all federal, state, and local regulations in effect at the time. Rural Agricultural Activities: 4. MAINTENANCE Runoff from agricultural land use can potentially contain chemicals including herbicides, pesticides, The contractor is required to maintain to all temporary 9 mP y fungicides and fertilizers. erosion control measures to proper working order, including cleaning, repairing or replacing them Commercial and industrial Activities: throughout the contract period. Cleaning of silt control devices shall begin when the features have lost 50% of Runoff from commercial, industrial, and commerce land use their capacity. may contain constituents associated with the specific operation. Such operations are subject to potential leaks and spills that could be commingled with runoff from the facility. Pollutants associated with commercial and Industrial activities are not readily available since they are typically proprietary. POLLUTION PREVENTION PLAN 5. INSPECTIONS Inspect tons shall be made jo ant Iy by the contractor and the contracting authority every seven calendar days and after each rain event that is one -half inch or greater. The contractor shall immediately begin corrective action on all deficiencies found. The findings of this inspection shall be recorded in the project diary. This PPP may be revised based on the findings of the Inspection. The contractor shall implement all revisions. All corrective actions shall be completed within 3 calendar days of the inspection. 6. NON -STORM DISCHARGES Non-storm discharge includes subsurface drains (I.e. longitudinal and standard sub - drains), slope drains and bridge end drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone or erosion stone. .,AIWA POLLUTION PREVENTION PLAN I EMLISH I IOWA DOT I DESIGN TEAM �D EarthTech ;°"e° �' p"` '' I JOHNSON COUNTY I PROJECT NUMBER HDP-37 15(628)--7 1-52 I SHEET NUMBER C. 11 1 ' 69l c gf0 �w V� a P£ �\ ' 873 +�\ b0 , \ JOHNSON C V / 1 /// ! / 2 il' WEST LUC� P. // / r / / \ Cz- ��7\ t Pa artners LLCA \ \`k� \\ 30� STA BB5a90.79, II555 LT) TAPER EGINV {NG S a of Iowa for he use a d ben fit o T- 79N1RW SECS 2 I� / /f. \ / / / ! END \ \' a \\ H 72A "A x"' f '•, — NG) s The Unive'rsit or Iowa \\ J �, 6937 0 . / / / I,.,l toY%10" ace ='xx.x / \ { gog0• {\ ,o BBIa 3.30x TEMP. EASEMENT 885a3 .84x .,� ` t 84.13' 92. 1 / ' � P.C. Sta. 873 +89.21 / / 00' ,( \ \ A 663a t2. 43.5' RT. ppC} � � � 1 �F•. \\ BEGIN - A \ / \ ` # C N Lit& FENCE t t , \'� TA BB3a f2 -.A zss \ \\ \ 80.002 877♦ .3 AE %.R /N / ItV Of Iowa C1tV ` \ I / /)C a "9 \ \ \ry BELT TN APER- I TEMP. EASEMEN // / 75.00' A 1 A\ A V °. �` (Mc 6111ster = AA ` , . y� fix. � •w , Sta. 76/ rb Boulevard) R7L Sta. 881 +46.41 � `\ / P.T. St a. 87 4. t \' \r` _ ' _ ` 8� Sta /1 + 2 (R / erslde Drive) // Sta.E 681+05.00 ,Skev a t5 Rt. ME. Lt. 631.80 / '' /xa / '✓- / /., -" ` Ht. 631.20 No. / tt /' STA BB5a90J9, 15.5' RT. / - ENO TAPER _° 'STA B83a65.79, 20.5' RT. _ _ _ _ — - D' / c 3 88 + - BEGIN TAPER wlc `o \ eSTA C N \\ \\ " \ \ �4 \" •-� \ w Rr- r r� = 'i°'"' cOLLISTER'��.... '' 68.80" Sta. 882 +80.00 (McCollister Boulevard) ' 24' �LE - Sta. 682 +80,00 (Riverside Connectlon) Rai Ir :+ \ \\ 3" : - „�= �• q r`'" j \ GATE �v s3. se 50s, m. o ' 43.5' 2 o 00 BEGIN 2 "�� m \\. CHAIN N% E CE City of Iowa City \. "its. 880 +77.9 to 881 +32.10 x \ \0 City Of Iowa City '(teinforced Pavement _ -- 5102.76 Per Std. Road Plan RR -23 4 510 100 iR IPLE i2'X 10' RCB O.A. %X.X Ac. P.I. Sta, 878 +05.85 FEET 670 670 Z Z 0 w ~ w 665 665 w __ a __ _ _ : -� -. _ _ r __ _ _ - - :.PVI ; „i ; Iay 'Y .:i I 1 i - 83 +25:0 660 660 ,. :,. ' L 3 0 0 -S DEW LK V F =, �< - - = - -� 655 655 , t!1 __ : :I ir'HA .YiGRA ING OQ 2' 67 * 650 i' iT/ 650 _ 05000/ _ �; _ ---.: ,. _ , / __ _ F ' __ -r ,_ r -- � _. _ i_ a 645 �_ P' t flew- L 180 -37_� SPY 9Q1 ±50.0. _ _ _ _ r __ .D ., :,.: - �\ 'PVC' +' _K:; 1 0i i 640 . ' 640 -. .,. .. - -. ., LpVI .. 8 3+4 ..:� �.00' - :.: .1. �:: �� ' .v -1 PH SE ,C.GR DING. _ - -j - �- -- i- -� -., ------------ � - -:.:' P I 79b - --I__ ... OTEN FOR fHlySE 7 .. GRADING : :W:HETL ND -'ARE PRGVTD :::! 635 635 -1 - .:: ,. .::�:l .:: , _ ..:: , ,. :: .. ..:.i �. .: Li A ERBUILD TOP WIDTH (841 6 ". TOT SOIL TO BE PLACED ON SIC-SLOPES ONLY. Mt, R0. Rt. 12'%10' FCB CULV RT n Y P_ e' N V e• N 't G' t` Y e' M1 O M ^ O (P N (G r• W W d' M N O P O n O w N V O n V r N ^ n N Y O P w MI N V M P f fl M) M) b O P m N W P M w N P P P N m W n n M! N M) M) M) U) (G V! fG M) M) Ul U) M) U1 tG N M) O M) tG tG U) U) V) (D fG M) M1 tG (G N U) M) M) v! (D M) V) M1 N IG M) O (G 884 RHS ENGLISH IOWA DOT DESIGN TERN EarthTech Atycoe JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 `SHEET NIMBER D,01 ww.m � .m.. r AT, u� os ^u° :i - L__ I IT. -I .rFl JOHNSON CO. For Bridge Setuation Plan I - - 3oz WEST LUCAS TWP. C� T -79N R -6W Refer to Sh t No. V.13 w 30.j-' i T - TINT & Pam Thatcher Sta. Inst 893 +25 Lt. Install 24' HF -! SEC. z2 CAL -of Iona -.City a - l — It. 633.37 F.L. Ht. 632.71 aw �; 10 Drive f +' AId I a IDua e n erso_' z STA. 901/�J,� iS'� ' ( r �- 120.00% RESUME ROAOW k V I iVz G 92000.. J 9.00' • raa 5 }00 120.00' IEUa. EasEVEeT -I 4 ''{ �\ �____ aTSI- _________ -- 1� t4aYntenanc� -0rty�._ _. _ -- j J_ I �.: .Tr P.I. Sta. i IP EIJ `lT' J. 6 00_ 889 +03.2391 ^ -� STA 892+87, +3 ��Lf 4'-. 3. %9 -- - Eu CHAIN LINK F£NEe -: �` 1P:� � ' ( 42.50' 895 \ 'o - 699+82061 0.00' 900 i 590 � 1 .STA 865+7004 _ - -- — _ _ R. YSS LT - \ �__- - - -._._ .._ .__ - - -- .. -=- +-80ULFVARD - -_._. �. - .... _. :° , JENO_rAPER. _ - �-- c. R McCOLLISTE _ /.�.. _` - - - -- - -- - 392' -9X57 -6 PRETENSTONED 1 T HERS)' __ PRESTRESSED CONCRETE BEAM - _ BRIDGE , - _ _ (BY OTHERS) - - _ St.. Q _ - - -. .I _ . . .. .. - sTA 6 5+28, 43.5' PT APPROA H PAVING - -- _,5 -- - -- - 1 - ....... 7 — TA 895 +77 5 ENO CiAirl urn Fe,cE (BY Of _- }F - - _ - - --- - - - ___ _ - - -- .. 1 E ND ROADWAY PAVING APPROACH PAVING t< 'SisSt 1 �' ✓,%'�- --- STA END TAPER ]9 Y5.5' Rl. �� BY OTHERS `9 0 00 � 300 001 0 I j I 7 69 9.43.87. 230.00 puane��An eYsonr' `• I - ? City of IOW Cit y 105 1 10 i 1 + � a 23�_0M' ET - — -- sso I i - L — PVj TIED )+25;00 -I -- s IE16 - ... I... _.: -. .._ -_ -__ -__- - `Tw .__ -__ - -__._- -__ - 65 6900 - - -L 55II 050 - V. -- o 1 1 387 1 0 60 DO/ 655 Si 5ewalet x_01 for :. : I. - K 23 1 _ - 655 I -1n ..Pro Y� i N N 65 0 _650 PVC 8 6t 15.00 .38 1/. .:. Elev �44. 9 .. L. 887+6,5.00:. 645 EjPVev - j q42.96 . _;-_ • - -_ _. -. —i {^0 -® 176%f .: ._1:38 �- - L.:_ 625Lt t 044.50 _- \ -. - -640 P 1 886+9 \ 00! .._ P5080_ VC 90. Elev 643_ L09 IOA-0 i \� Y ET 996+85M v 643.48 �\ 1 641640 +OOLt. ., E ev 843 _,1.8\ 4 -- 5 +95L#.. �_ Lt._ '. L K 150 0 0 169 < �� ' / \.\�__v \�,\ +8 ,- 1 BE L 150 00 i \� _ �� : .:� 635 _635 39. 0 ' _ -.. __ -r _.. _� - I ,�__ _.. _ 03971 f. PVI 8642 ._.__. __.._ - ._ ._ _ _ _ 4 �OgLt:- Ele 4100. 6D9 4� /. 630 63;.71 `Y` . ___ +3OLt. -. _ _ - -__ _ _ _ 630 Lt. Lt. 631.31 l Rt. . R t. - �. a O (O O O m ;; t0 Lommmm N' N.._ rO [O N_ N (O_. (➢ ON (D', [O t0 l0 l0 [O t0 r0 R, "T (O NN (0) (O (O 0. (O. (D (O (O- N To (O (O 10- (O NN r0 (D To (O N W, To 1 (O (O [O. l0'.._ (O (O (O -.V1L. -�OL -. (➢_ - _(D —t0 _r0- _ - _ - 8,10 ._.10. .[D - ENGLISH IOWA DOT DESIGN TEAM — EarthTech Atyca4>wuwr JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET NUMBED D,02 �99 c 0 of u� a. nu° ' JOHNSON CO. 'S PARCEL 3oe7- WEST LUCAS TWP. 1 pUD I TOR -1 �a T -79N R -6W 99093 e d r' STA. 9 01 +13.50 O SEC. 22 1 I - RESUME ROADWAY PAVING 4. 99:Ex. Rx s "o�i s C Sta. 903 +b6.59 o.oa - _ _ po.00• _ _ Install 241' RF -] Inst Skew = 5° Lt. Ahd( _ -Lt. 838.70 F.L. -Rt. 638.50 Q _ i 1 1 304 P.T. Sta. 9I3 +72.96 11 1 BP 0.00 1, ='' ��, �'\ iEUa. EASEUENi 00 .Southgate 1 i 1__ , _ _ Properties LLC ri�,'R]q'P"ipve \ - izo.00a - City of Iowa City rENP E sEUENT r 91 +55. Curb, Cp t�'uct Pedestrian - _ 1 P.C. Suer -_ Ramp 1 - hstectible _ STA. 9aH75.00, 15.5' u. P.T. Sta. h +54.8 s Wy11 BEGIN TAPER � 20.5' LT, r SiA. 911a55.00, 19.51 Lid s ,. y� E 50.0° ENO T ER ENO APER -. P.C. Eta. 9 50.26 IUaS1.ISa _ ' -� STA. RT. BEGIN TAPE _a..�,G._. 94N .IIA x.- "' ... 45 )-1 ` �jt y a City Of low %'ryNa�Rg es ^`�'" t/pEa.:* to �'Sl � � NaPole _, °n lane -.. � _� `+ a�01iL� ,� �_ � i 911 +57.50 ti cCOLfLTj - 1" - GTA. 904 +00.0 , �...:✓ END PAVING - _ ENO TAPER _ "'� ° ;- ���_ r .� STA 91 + `�T• (MEET EXISTING) I ' 1 +° 3 � , :> Y Entrance STA. 911a55� o TEUP.. ENT • _TS_ _ y vJl R.` of 303 N 00 City of Iowa City Q 50 iQ0 00 s` 1� 903.69.81. I � I � _ iss.00• � Duane Anderson 1 20 ntrance _ _ - - of Iowa City - FEET 660 660 �. ": PV.T1903 0000. 'i i , 1 1 w. Elel/ 65 .Z5 - -.- �. - - , - :� - - -- r _ _ _ _J �__ _ _ _ __ __ yr J _ _ .- .- .-r �.� -- .. 1 I: I: i i 655 655 ' ., :,._ -------------------- -- - - - - i r � - - �- 650 650: � �::- " :.:� 'ti , _ .._ .' .. ev - do - 645 549, 72: 51 7 :: Ele 651 OO 645: :1 A.i 1 ::.. 1 - - 1 ,.: + Lti _ .I .1 , L .� .ldw S 822 64 65 d1 _ _ __ _ _ _ 1 _ L i _ r ,_ __ _ __., _ _ 1 _ r. - _ _ __ .- .. _ . i 905 50:0 i 1 40 EleV. 651.25:1 640 -i.. �.T' _ :1 :: ,u -.... .-.,.. . .J_�" Vs-y- 1. .:L .:' _ K: 200 is i :I I' 1 :i is -T 635 :. +20. t._ .1 ,. - .. . 1: :� 18C :� Lt:: .:[ 1 :: .. , _ �' _ i.:: c : 1 i::: ' ., 635 L 3 15 .::. _ '� II - i.: - -. .._ ... ... 630 630. L� Lt. RL. V m m O m W m O m O to O m O in N N V O m m m m m Nm M O m N ti m m m m n m m n m m m P N O N O O rl� m m Y V Y < V m m m m N O O O m m m m m m N In N N N N N N N N m N m m m m m m m m m m m m m m m m m m m m m m m m m m ENGLISH I IOWA DOT I DESIGN TEAM Q EarthTech .tycn =m= JOHNSON COL94TY PROJECT NUMBER HDP- 3715(628)--71 -52 I SHEET MMBER 0.03 naoa c 0 ac b� �d Om P=yy OH CO. 1 Ill � ;� s � �d \ JOHNSON CO. � �� � \\ \\• ��, T LUCAS TWP. 1 6 LUS TWP _ I •, 111I o° I } ! \ T -79N R -6W I I T-79f R -6W 1 1 II J f ov ® II I ` A 1 'for the use and benefit of K. i. 69 91.00 to Xm' RCB EC. 22 , The University yf Iowa 11`j \\ I 111 � ., =.1 _ TtV IN \ �A o.n. x ac. \ \ 00— ' \ I lull - n r I 1/ 00 ! Sta. I66 +19.63 (Riverside Drive) 1 1 11 \ e Aian A 61j a. 876 +71,66 (McCollister Boulevard) 111 -' kl ' -v ty of lows Clty 1 1 1 �r \ - I `rc gl I -_ - Ci of Iowa \Cl.vy fi I I e - - - i .I- /` 1 1 11 i 11 - 6 / \x P.O.T. 6 75.03 �, @ µII I'I all r HMA PA7Et�'f�\ ' /RAVEfI 682 +80.00 (Riverside ConnectionA �v E 1 I t� I Iii\ } 1 / t. Id x i a„ P.T. Sta. 165 +89 48 11 - r , a yll I ,� �- o rt I I—Sta. I t 5 Sta. 882 +80.00 (McCollister Boulevard)tu >f'ir Vv'. o I>, 111 ) b I 1111 . 67 +00 0 P.C. Sta. 164 +67.00 165 Al m „� ;11 III` W 5 ., •<`` - \ 6� / -}L7l �4 �p(fY�iy lij A' P \VM T 1 �I ? 3 _ _ _ III` xr AV °`:;?^''' �"s'kP;i✓ Ors - End C B-� v !. — — _ �, _ �� n �. _ _ _ _ _ _ _ _ _ _ "UJ'l - �%*' _ __ ___ __ IiDli ��a DRIVE _ _ _ _ __ _ _ 24 ¢ -. ,c,_ kV QIDFF1, VL?.� _ = _i_7.�_ _ ___ _ _ LTEYP. EASEMENTJ P.. Sta. 50.00' O - � " �I P.C. 301 Sta. 686 +69.82 a i John x° �,v v w� v� II� Iq II ' Forest Park Partners LLC 1 �I / City of Iowa City I � i III / II I1 31 I Q 5�o �oo FEET �\ \.\ I FEET 670 s7o 665 665 ' :J 'r ':: 777 777-:7777-- L '' -_ ' _ __ _ __ _ _ _� _ _ _-- _ -------- _ _ L_ _!.. - i i I :,. 660 660 ,.: i, i '-_ , ' __ _ _T _ _ __ _ ' _ _ __ _ t __ _ T- i '_ _ ___ 655 -- "- ' - L ,_ L �� 'I En Be- PC :Pa kPayeme emeht - P'VI 14 r +67 00: i PV1465 9.1� - i :, I -;- PIaN68� 00.50 ._ ,r HM 1 - j 650 49:7 ev'646 5 r E 650r- ev -!' 63660' _ 645: 1 R 8 Q -, 645 .. IPVC 883 +16.0 ' i .r :EIe. �:6A- 53:r r .I _ 40 i :� .�: :i: ' _ , -i _ -E 640 ev 4 -,_: r is 1 .: - I ' :EIe 64 16 IV- .:i _ ___� 77`-77- _ _ _ _ L _ ` -- L _ __ r ., -- _., _ _ , - :;� ETesn -64 78 ., r , L eo:00 : � :: :. :�: .:: ' 635 635. r_.- ::.� .:.�.. I _.... _1 Lb Lt. RC. M O` 06 d' V V V V r. V V V V Y O Y �t V V Y V a v a P a Ifl to N N N m N m V V m m d' V m m V m Y m m m m m m m m m m m m m m m m m m m m m m m m 16A AR R ENGLISH IOWA DOT DESIGN TEAK — EarthTech °`�..'° °rte^ JOHNSON COIR(TY PROJECT NUMBER HDP- 3715(628r -71-52 SHEET NUMBER E.O1 FEET I -J It i 9¢01' F it — a+ Cl Of cit Tim & Pam `Th tc er 1 n w / ,� (( o r 1 (BY ROT R )A�ING 00 _____ a 0 a C Ao=-_ — "��- —__ /r'-_ I ,I ` 895 I I I ! 30 U neAA ata-0 - U8f\8 nde _01 .\ - _ 0 50 FEET -' - - - - - - - - - - - - Maintenance Drive / / \ � � Napoleon Lane Eyr 1904+ El tv 652.0 PVI 1190'1+90.00 7IiD '?VT _ ___ _ _ _ ___ ___, __ _ __ 1 __ -------------- r _ _ _I .r. 4° VC 892 45.(50 .i K 20 , 1 I + bPVC it ' Pu.. ev mi V s _ r :i f " , , -E J ^ 650 650 i ;: L 40,'0: I I. PV192+ 5.00 _ + !'_ _ _ 1 _ _ �_ 0 4 -�D 8457 ------------ _ ! _ Elev 6 D:6 is !ev 1 .. .. :: L 100. D' 1 PVC 199 8 +7500 ; _ e I D : 1 _ 63 . I. / 92+ 8:5 _ - -- I8 8 6 65 ( L 640 � 640 , Epv S� KI :1 , 1 i I VT + 1 1 _ _ -------- _ r - 0 :i --1766 -0 _ _ __J _ __ 38 i Eev 46. ;,` ._ 1 5f) El. 10 .35 n :iEle" 63 .40 ... + P Elev 40 5,0 VI .... + EIeVI 64_.04 1 _,_ __� _ J _ _r _ --- __ _ --- 1 =oa _ _ _ _ 1_ _ _ _ _i ----------------- '- EEV 6 9 -i. 5Q 00'2 :� .j_ i :1 630 H 630 ___ _r _ _ _ _L_ _ _ _ _ _ ___ _ _ r :1 7:-.-.-. , :1 ` 1 L+- L+- o Q q u> om °f :17- s ENGLISH IOWA DOT DESIGN TEAM ty °ON °e° " JOHNSON COUNTY PROJECT NUMBER HDP-3715(628)- -71 -52 SHEET NUMBER E.02 EarthTech a S99 ors 0 u� 0 sy �s .s TRAFFIC CONTROL PLAN 1. Riverside Drive maybe closed to through traffic, but access to adjacent properties must be ma lnta lned at all times from one direct Ion or the other. 2. Napoleon Lane must rem In open to traffic unt 11 the Napoleon Lane Connect Ion to McCollister Boulevard Is constructed and open to traffic. 3. Traffic control on this project shall be In accordance with Standard Road Plans TC -1, TC -202, TC -251 and TC -252. Traff lc control devices, procedures, layouts, signing, and pavement mark ings installed with In the Ilm its of this project shall conform to the "Manual on Un lform Traffic Control Devices for Streets and Highways" as adopted by the Department per Article 761 of the Iowa Administrative Code (IAC chapter 130). STAGING NOTES It Is not the Intent of the sequence of construction to confine the Contractor's activities to the areas of stages alone. It Is understood that some of the various steps, though listed In numerical order, may occur simultaneously. STAGING NOTES STAGE 2 - Construct embankments, Ste. 884 +00 to 911 +57.50 Construction: - Clearing and Grubbing iii I -r4" - Grading and Drainage. Complete the grading of the bridge abutment fills In the first part of this Stage Traffic Control: - Napoleon Lane to remain open to traffic STAGE 3 - Settlement of embankments jl, r -Embankments from Sta. 877 +50 to 872 +50 and Riverside Drive Connection must settle an estimated 6 mdhfhs before any paving, storm sewer or water main work 1s constructed In this area. STAGE 4 - Construct Water Main and Storm Sewer for entire project, except for that portion which Interferes with traffic Traffic Control: -All roads open to traffic 100 -26A II STAGE 5 - Construct RCB Culvert 10-29 -02 It is recognized that as the various activities related to construction progress, certain situations may arise which will preclude adhering to the original construction sequence or which, In the opinion of the Contractor, would readily adhere itself to a more efficient staging operation. Should this occur, and the Contractor desires to deviate from the original plan, he shall submit an alternative plan for approval by the Engineer. STAGE I - Construct embankments, Ste. 877 +50 to 884 +00 and Riverside Drive Connection Construction: - Dewater existing site -Clearing and Grubbing; Remove rip -rap and rubble as needed - Construct granular working blanket and engineering fabric - Install work drains - Construct initial embankment; Gap 20' wide with 2:1 end slopes at Willow Creek - Install settlement plates along with embankment - Complete downstream bank excavation near Willow Creek (See Sheet R.04) Traffic Control: -All roads open to traffic E STAGE 6 - Pave new roadway, Sta. 904 +00 to 911 +57.50 and Riverside Drive Connection (PCC portion) Construction: - Complete paving and storm sever Inlets - Granular surface Napoleon Lane Connection - Construct sidewalk Traffic Control: -All roads open to traffic -Place traffic on new Napoleon Lane Connection when constructed STAGE 7 - Complete rem lning grading and paving Construction, Stage 7A: - Finish grading west of Ste. 877 +50 and side road connections - Complete water main and storm sewer -Pave remainder of McCollister Boulevard and tie -ins. - Construct sidewalk Construction, Stage 7B: - Construct Riverside Drive tie -in after McCollister Boulevard is open to traffic. Traffic Control, Stage 7A: -Close Riverside Drive south of the north U.I. entrance -Maintain access to driveways on Riverside Drive -Use Standard Road Plan TC -252 -Open McCollister Boulevard to traffic upon completion Traffic Control, Stage 7B: -Close Riverside Drive north of U.I. entrance -Maintain access to driveways on Riverside Drive. -Use Standard Road Plan TC -252 -Open Riverside Drive Connection to traffic upon completion. cleanup and Incidentals Traffic Control: -Use Standard Road Plans TC -1 and TC -202 as needed ENGLISH I IOWA DOT I DESIGN TEAM =) FarthTach Tyco w,MS.rviaa.u.n7 I .JOHNSON MINTY I PROJECT NUMBER N I1DI1----2'0'0 FEET �J TRAFFIC CONTROL PLAN AND STAGING NOTES SHEET NUMBER IJ,O I 99-' ,It me oeQ 'szc 6L 9 V E� u. �m CIRCULAR CURVE DATA 101-100 10 -29-02 No. 0 D T L E R I I; 1 -, 91 °10'09" 114 35'30" -2-r�- 76.77 21.44 50.0 B -2 88 049'12" 114 35'30" I 78.72 19.99 50.0 w I I w U) \ U) X11 J Y.' W 11 05 CO > eo° II > II 11 E E EEI I 8 0' « 00 00 `n ° II 00 a e II N I I (D I I EE EEI I cD II CD Sto.. 683 +51.86 1 1 10 1 '5 1 1 II ]5.50' Lt. 1 El. 647.60 1 1 Sta. 683 +49.17 I I 115.50' Rt. N I I STANDARD CURB EI. 647.63 C -' 60 80 CURB DROP ., n STANDARD CURB 10.5 10.5' 4 0 X21 1 R13-6 PEDESTRIAN 1 1 RB -6 PEDESTRIAN ml 1 CURB RAMP 12' 1 1 CURB RAMP Y° t �' 1 15' 1 1 Sta. 882+13.04 SLOPED CURB o° P 1 CURB DROP p 1 1 882 `o 4 SLOPED CURB 882 20.50 Lt. a + El. 648.34 ` _ 20 50' Lt. _ C' c Q a1 do El. 648.75 N 15.0' X5.0' N Om x KT- (0 KT -2 0 a Constant Slope in nstant Sla Co a Constant " o -2 m - '" -2 1-2 " s \ " � 89 °49'19" �'' o Slope " 2 °(Mex• 9 °4 '19 20L Max. II Constant Slope �n. Constant lope N N Consta t H No 20'(Max.) 20 LMax. 14.0 13.0' 13.0' 12.0' 5.0 15,p• 77.0 12.0 12.0' L -2 16.0' L -2 2 ex. N N N N slop[ N m m N U ~ U q N \ a P.T. Ste. 881 +46.41 P.T. Sta. 881 +46.41 CURB DR RB-6 PEDESTRIAN S5 _ _ _ SLOPED CU _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ - _ _ - - _ - - _ _ _ - _ 0= P.C. Sta. 883 +65.79 P.C. Sta. 883 +65.79 FD ,a Ste. 882 +80.00 (McCollister Boulevard) = Sta. 882 +80.00 (McCollister Boulevard) = 6' Ste. 682 +80.00 (Riverside Connection) Sta. 682 +80.00 (Riverside Connection) q 93 so, as. YY N' " N 99-' ,It me oeQ 'szc 6L 9 V E� u. �m CIRCULAR CURVE DATA 101-100 10 -29-02 No. 0 D T L E R B -I 91 °10'09" 114 35'30" 51.03 76.77 21.44 50.0 B -2 88 049'12" 114 35'30" 48.98 78.72 19.99 50.0 N 0 20 F� - Intersection Geometry /Staking eo ENGLISH IOWA DOT DESIGN TEAR Q EarthTech AMt"yco �ma JOHNSON COl1NTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET NUMBER L,DQ I� -- - -- r 1 - ' i 5 a: 668 +40.00 ' / ' '' � - I • - _ _ _ _ _ _ _ _ _ - _12.00' Lt. U _ _ _ _ _ _ _ _ 1 � EL 649.60 I. Match EMStl 9i I � < ' 1 ' ' 1 ' a J f Sta. 688 +40.00 I' ' I� 12.00' Rt. I� El. 650.15 ' 1 1 I i � EI I 1 I I - I 00 HMA PAVEMENT - I 00 CO 00 Lj ' " 1 -- - - -- f I e' /. I� I I .I I \ I� I 1 Sta. 68 0.17 ' 15.50' EI� 48.8 1 68+307 27. 3% ' HT I T 5.5' End P1� C.C. Pav�nS ' ta. 687+ .1 1 I 18e01n Full-Depth �' a 4 e I \ i 15.50' L I I' HMA Pavtn9 \ I I \ ' E1. 6 8 1 \ i Sta. 687 +30.17 \ 4E Iv o EE I I \ i •m b. s,ae 1 1 15.50' Rt. CUR 0 0 �� ( \ I El. 648.87 \ N I C CD CID I I Granular Approach \ p� /�jS? 001 \ I I \ CO, 30.5 10. I I \ 66.83' Lt. s r o I \ x I I -Sta. 686 +40.47 c EL 648.1 EI. 645.001= ' $ta. 686 +6 2 ° I I \\ 5' )` 4' F et e Gam. / 1 it 6" 0 0 "Curb \<� y1 E03.05' 6 04 '4 ;. MA Pavement Unirorm N I^ Constant r U;l I I�71 /I 15'iR. _ _ _ _ ' TranslUOn o $lope o I 1541 _ 1 12.9 1.2 p / 41�6 +49.% Riverside �i / r6 +49.96 Riverside 1 DNve Connection= . rrive Connection= GL�dnnection �l o Cd nection Q3 -" sta. e 3720-- C,„,- 01 I -- --5. an,$ROO" -. o .I In o£ Olt. Fd z8 1. �r D U o rg �' S`` -i` 1 4J�r : ` t,, ^I PV• nd ` U ,'- V U •._i,F., t;r; iii' 1 -•� (moo yy s'- i f w r�RO• tyll I - '1 rv� r' i,� , 1 �� \`C WI I o:r Sta. 686+38 65 ) �J ? 00 104.30'L '1:1 �I�6 �8�+3/261 �i�rl c..�I rD \ ZIIt1�li(lhr �)I��'�1h 11 v`�4i)I \1= N Z I I as '-/-r5 if , r 6 lli Z I U 1 1 t y ZII I 0o El. 64 5 t1)4� I I )�� C O OI itIJ S� C.�.�I to UJU %q CO \ O �r J\ -'n� 1 tl( :, (1. 1 1�'> III ain Sta. 686 +20.17 �, ^C� ilJ_.CC' y. III �'Yh. i' UJ C� 1i,. r_� �- (J �� ) r , f"lr W \ b U m / ll (- V �IG' 1 I .,V t� 65 +a�1�Ji' I I J 1l ,� 1 � 189.70' Lt. IC'lr'h,�l -> �U.S J � I I Ir�l� �r � rl �w 1„,�pJ�''Q�i> >I.� � -,J�O I � 1111 i n ,, '�O Ci' CiTr�.TiO, Lt rj- WI It rl r7 - tiC 4 v > WI I 88 El. 645.00t Y'j C.Z �o EL74$,) �J' C)� > I II 1 ��) �)1' °1 - (- �'If�IJ �_d, 14.5' 10.5'N19 XI I l H 1! i" V�tY'y hJ rs� 4:1 ��- ii�l�pui N UI I �'r��� -�_�1 OI I gym }.r� {�71� pl pl 38� 1 an V- I�n l(iGC A ° rry II �' 1 rr curl U) II UO �a"o= 9 9LL E 699 , C i§ 0 u "? om •s ay CIRCULAR CURVE DATA 101 -103 10 -29 -02 No. D T L E R C -1 89 °59'20.4" 114 3531.2" 49.99 78.53 20.70 50.0 C -2 89 °59'20.4" 114'35'31.2" 49.99 78.53 20.70 50.0 C -3 35 032'35.2" 33 3235.2" 48.22 93.67 07.11 160.0 Of t, ? � w 11 II > LLJ Ii Gf ,4 5 I 0'1 ' CD 0.5' I If t Intersection Geometry /Staking „s ENGLISH IOWA DDT DESIGN TEAM @ EarthTech n JOHNSON COUNTY PRaECT HuomER HDP- 3715(628)- -71 -52 SHEET NUMBER L.03 s ., _ != / JOHNSON O(•� 1 /�/ 1� / t "u/ \I'! \\ \ 301 hest Park Partner LLC. 1 - a, _ \ WEST - Sta of Iowa T -79N 1 I \ 's= or the use a beneflt of SE 2Z� The Unlve'2_1 of Iowa xi�l'1 CltvoBP' Iowa City AI V i i AND q\ �\ \� \� /✓ // 1 -lay / r / 1❑os rloP �/� `� N��� / ro ii�� em 0o-0 ubba i: ' mO� O T� \\ o J '/' ! City of Iowa City `may' Glty of Iowa City -'- ,- 50 1 0 I FEET --- ' -- - - - — -1 - 1 665 665 , ___ _ L q , 660 660 ro i- [ i 1 , -------------- __ . _ _ _ __ _ r r_ __ _ _ . _J _ r_ ; __ __ L _ { IF? I 1 - - - 1 ! 1 655 £D 655 i of P -1P ADJ ;ST: I MISTING .1-201 t _ __ '_ __ _ _ , _ �__ _ _ -%, ------------ '- - - 1 1 1 .1d1 ::: 1 103 r ��_ i :II ; :9 650 I 1 oz - ::, :! -1w ! 1 los _ — 650 �m g'g � 11 r - -- - . r 1 --- _ r 1 � P2 2 - J1 - -- - - - r - -- -- o'o' 645 ilil is _ 1 I 64 I _ _ _ L Ali ?q08 __ _ __ _ _ ___J'F _'.I6 W TER-MAI ----------- L uJ .. ..: .. _ W 7ER!MA1 - - P l0a ' n _ IF 1 ' ' __ _ 0 SST gg —'r. X1.8 -� .. nvv_ _ �_ . _ _ _ .I_ i _ _ L __ _ __ EX }ST G 7$ __. r .'_ _ _ _ _ _�__ .___ _ _ __LEXI TING' 78' 63 i ' 1 - -SA I7A�Y S WER; MAI 12'R C6 T; -LY RT ' SANITAR 5EWFR: 4AIN; , � ' 630 i r_ __ r .: ! :, L ,€ :i:' ' 625 3L 625 �. '1 I ! :, �: 1 1 .I 1 SSTORM SEWER LAYOUT szo 620 Y 477 Milt, - ENGLISH IOWA DO DESIGN TEAM — EarthTech .r qua o= 1 �i.u= JOHNSON COUNTY PROJECT IMIOER HDP- 3715(628%- -71-52 SHEET NUMBER M,Q 1 0 aqq� «°.k .w as u^ oO0 �� �o u rE R L FOX L- I 1:900 I mal M. 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N 63A:1:1 INV.. :S 04t8a 7--- -77-`-- - ------- - --- --- I -------- --- --- --- --- -------- ------- --- ------------------------ --- ------- -F--- -7, � ITNY.: S 634,.Il --- ---- -- ---- t ------ .... ... 71 7- - 7- 7 7' .77 . ....... .. .. 77 7� - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - -- - - - I ; STORM SEWER LAYOUT ENGLISH I IOWA DOT I DESIGN TEAM $5) FarthTpr-.h I jnHN.cznw COUNTY I PROJECT MMER HOP- 3715(62R)- -71 -52 1 SHEET MUMaER .w �ao 3' u� e 0 aa _ \ JOHNSON CO l "�/ /\� /i WEST LUCQ� AIr Par Partners LLCr I - Sta of ova T-79N1R - / r / \ • I 1 for the use a d be fit of The UntveFslt of Iowa ,\ SE 22a �Scp - n9 ` I \\ \ WA R MAIN � , 1 \ 'lj XISTING 8" WATER MAIN f / Elty of Iowa C1ty >ul \` • - 1 EXISTING 16:, MAIN i �`\ � '8 \ \ �\ l , / 16" x %4E - srn �R(t T, UUTF , o �_ _ i� Elm REMOVE FIRE- (0 r HYDRANT �` _.r ".t' "+' I INSTALL 16" , �• �. / / $'/ aaQ �,.. "`-a€ .e a /-� ~ n DATER MAIN 45 DEG BEND AND TH UST BLOCK 0 \REMOVE HY u ba AND R J AN Feeds c \ n \ G\ o- � 00 Ctty of toga City \ �iy l ' —" -�.- - 16." BF VALVE (TYP) City of Iowa C11 y r/ �y , -� x 8" TEE AND � rs•. THRUST BLOCK \ HYORANT'I � tea' I�I Q �jQ jQQ � ooh /o, � � \ \ ti (TYP) IYI�I p9PN/ / %P a a I MrWY urt,lY t b, Eylrtet ,­d nY l:g wr / FEET ' 8" GATE VALVE \o, i / AND BOX e i ' - - _ a I s,,,, mr aoe<t penm.,l eweofe lsl ana tx,t / oasuogr I ar, a awy ucen:ed v.ore.nmal og,n«r . ,a i .. , WATER MAIN 10 I - i r,.••••..�\ �nof me state or 1wa _ 1 =5 6 SE VICE 76 WATER: ,GSTpT1E S S{TAl 8" SLEEVE ~ nn' •A f alauvu L. InocEa < :'z 1 665 REMOVE 12 LF ;: BE MA1 TAI ED WHI .E P RF_ HMIN'G r 8" WATER MAIN N €1 1 H i' ua� :<,..e<. eua �oxA MY lean rene.al date Is pece.ber I- JI,]00] 665 6 g \a, 8'x22.5 2 ,:CO RDIAATE CONSTR CTION W TH:1 I _- I -� vaa<s o. :"e<t, <a.erm by to 1. . <,I: L J_ _ -w \sue DEG RENO AND ' =10 A- L1-T`F A-T&R0 FA TM€ T -� — - - P.01 P.06 - - - - THRUST BLOCK r6., _ is i .I :i _- - '- I' i 1 , ,I w' 60 660 FITTING DETAIL 1 NTS -' -:� L _ _ _ _ --- _ '_ L r_ I __ _ _ _ _ _ _ _ �- — 77 is ' .:' , i ' :. r .'1 1 ! ::I :,i i! ..,:YDRANT TEE] AN -' 655 -- .: :. V LAVE AN ' BOK :: I :: : ; , : = "- _ _ __ _ B i ' 16'. BF :YALY A D: �B X L [ I _ ADJUST: XISIING i : L. HYDR NT TEE AND HY RANT 'A EM6GY i .- _ SANETAf3 MAAiHOL -- - - - -.� r- XISTING AY -0�tAN TF$ _ ._ _., _ _ AND- YOR NT ;ASS MBL"f I ;: : : -' EXIST. .GRADE. :' NY RANT TE :AND ', 1 ' 16 ` BF VA VE : I . — .' 'i:.: '-.; ..1 .! - 650 650 ::::! ,:.__ :: ::', : !:. .. :. :: ...�NYbRANAS EM LY 0:. .I'_ . .� �_ _ _ _ ,- _ _ _ i �� - -- GRADE - - -- „ . - - '� .OPQSfi) 432.0 L 16 � ` 645: z> . I: 1 ': , v'.: .. .. ,. :, j. Alp i 645 T E EXSSTI G GAS. MAN '.: 29': F '- :1�' � �� . ,: :-. -1 . L ' 1..I . .. _.1: is _ _ '- _ 1 _ __ _ .. l Wis R. I r __�, __ _ _ __ I: 640: 1 ]I XIB'TING 6'! -: t.:.- ;... , WATER AINI �. i.. .� T TQ: b ISTi�JG 41 - '. i ! .:: - 640 -CONNE L f - ; 54 4 LF 1 " WATER MAIN -V- .; ---" -' -- -- f - *- - - '- - SEE: FI TIN,ADE AIL U1' - - ';. ` - - r - 1 -; :. - - \ T!3 E6- ICINED J lNl;$ ; `x4 16'i ,;: - ..; :' ..:} OE .:VERTI AL:;: '20.6 LF i 635 _ ._: _. 4 RE OVE PLU AAD_ T RU&T B OCK!' i ;1 i ,, - -- GGEO_ J [NTS - �_.. __ -' _ IAN ' ., _ .. CONNEC Td EX 5TING W T WIMA N.: ;. _ , t�EXIST G 7$' r - is - WER'MAI ___ _ ; _ ' .. _ - INC' , .. `E}CI T; 78.' - - 1 ti.:: ' - - SAN�TAR SEVER A1N .:1. ' :';:.. '. $A ITARY S ; : 12'X B::G LV -T 63 630: ..: .� 45 bb.EyG ERtIbA BEND - - ; - `._ - -; i 1',4G -DG €D_ fl]FS — _ - X ,. .- ....! ._:.. ... �.::. :; , _1 i:.L'f:.. MAN �,: i__ 1 „ WP7E ,,..,: 625 625: :.' :.:: :::i:.: ; :: :.'i.: ; .. ... v _ _� ; 2 ' F - -1�'= TER MAN 1NSID „ _ J ::, -i: _Y- -__`__' �- --' -` --- -- -- _ _ - 6 - -^ - - MIN (' ;. ST _ E $ N WE6D€ T 6N Ib EN U R . D Tm WATER MAIN 1 620 ! ::::,,::I.::: ..- .. _: : ..:I: :: 1 .::. ., .'I:: ..:: ,: ENGLISH IOWA DOT DESIGN TEAM EarthTech stycow�aaanua.u�wn JOHNSON COUNTY PROJECT MMBER HDP- 3715(628-71 -52 SHEET NUMBER P,O I w� a �a as EXISTING 16" P JOHNSON CO. WATER MAIN WDITOR' S WEST LUCAS TWP. ARCEL T-79N R-6W Al 99093 d SEC.22 @) < P 0—urlb P ro,e�rtl,, L City Of Iowa Cit C I tX M 16" 8" TEE AND THRUST BLOCK k 8" GATE VALVE AND BOX k AT 12.0 LF 8" WATER MAIN Ly HYDRANT TEE AND HYDRANT ASSEMBLY --9 jp WITH 8" PLUG AND THRUST BLOCK GAO INSTALL 16" WATER MAIN — -- — -- X City of Iowa City ENGLISH I IOWA COT DESIGN TEAR EarthTech A.tqco --- I JOHNSON Y eaweGI NMR HDP-3715(628)--71-52 I SHEET 9MR P.03 City Of Iowa City I Q QQ wmmmmmlr!T= City of Iowa City FEET . ..... i::: w ------ --- ------------ - - - -------- - ------ ---- -- -------- - -- -------- t7.. - - - - - - T 7 --- --- ------------ --- 7 7..- 777 F 7 7 �.7 ...... 660 I - - - 655 . . . . . . . . . . . . . . . . . . . . . . . . . . . „l ..:B :VALVE AND 130� J650' TEE TH�Usf BLICk ------- --- -------- -------- --- --------- --- -------- -------- -PROPOSI ....... D 7GPADI . . . . . . r . . . . . . f7. -------- 650 . . . . . . . . .. . . - - - - - - - - - - -- - - - -- - - - - -- - 645 EXI TING : t ----------- -------- -WA ER -.-MAIN . 77 640 t L 16 W E. ew E RAlk t 7 7 4 -------- -7- -ReOVE .... ... 40-+ ;T- -B E-X�I!Effl 4fGm HYDR NT& FEE-, v . . . . . . . -ND T: TO IS ING WA I ER MAIN I :AND: H' DRAT �SSEMBL!Y 635 + - - - - - - - - - - - - - 630 7777, —v& r_ - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - 7 77& 7--& F. 7 7 -7.' 7v 625 j; j ... ... .... 620 - - - - - - - - - - - - - - - -jt - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -j - - - - - - - - - WATER MAIN ENGLISH I IOWA COT DESIGN TEAR EarthTech A.tqco --- I JOHNSON Y eaweGI NMR HDP-3715(628)--71-52 I SHEET 9MR P.03 o� �a mE :i r f f Hill II T, Pic, IIII , \1� i irk Im NOTES: I. WHERE A HORIZONTAL KENO IS MOUE, THE PIPING SHALL BE RESTRAINED BY PAEANS OF A THRUST BLOCK AS DETAILED ON THIS SHEET. WHERE VERTICAL OFFSETS ARE MADE , THE TOP BEND SHALL BE RESTRAINED BY RESTRAINING RODS AND STRAPS, CONCRETE THRUST ANCHOR BLOCKS AND RESTRAINING RODS, OR A COMBINATION OF BOTH. THE BOTTOM BENDS SHALL BE RESTRAINED BY THRUST BLOCKS AS DETAILED. 2. A', B' AND 'D' DIMENSIONS SHALL BE AS LARGE AS POSSIBLE WITHOUT INTERFERRING WITH THE MECHANICAL JOINTS OR THE M.J. BOLTS. 3. "C" DIMENSIONS SHALL BE LARGE ENOUGH TO MAKE ANGLE 0 EQUAL TO OR LARGER THAN 45. 4. ANGLE 0 SRALL BE EQUAL TO OR LARGER THAN 45. 5. "B' AND 'D' DIMENSIONS SHALL PROVIDE REQUIRED BLOCKING AREA AS LISTED IN SHEETS 3 AND 4 OF THIS DETAIL. REFER TO THE SPECIFICATIONS FOR THE PRESSURE RATING OF THE PIPING SYSTEMS. 6, CONCRETE SHALL BEAR ON THE CONCRETE QUADRANT OF PIPE AS A MINIMUM, SEE DETAIL ABOVE. 7. THE THRUST BLOCK AREAS SHOWN ON SHEETS 3 AND 4 OF THIS DETAIL ARE CALCULATED USING A SOIL BEARING CAPACITY OF 2000 ESP. IF GREATER SOIL BEARING CAPACITY IS AVAILABLE, THE CONTRACTOR MAY, AFTER REVIEW BY THE ENGINEER, REDUCE THE THRUST BLOCK AREAS SHOWN, THE THRUST BLOCK AREA SHALL BE INCREASED IF THE SQL IS NOT CAPABLE OF PROVIDING 2000 PST SOIL BEARING CAPACITY. FILE NO.: 2500 -021 APPROVAL DATE: APRIL 2003 REVISION NO.: REVISION DATE: THRUST RESTRAINT NO. DETAILS — SHEET 2 OF 4 2500 -021 I WATER MAIN DETAILS ENCASH I IOWA DOT I DESIGN TEAM 20 Earth Tech JOHNSON COUNTY PROJECT NUMRER HOP- 3715(628)- -71 -52 SHEET NUMBER P.05 N OFFSET CASTINGS PERIAHTED WHEN CHANGE IN GRADE. r SEE NOTE N0.3 OVER COVER IS 18' OR LESS FOR % PIPING 4' THIRD 16' / - SEE STRAFING DETAI. C C ' C EXISTING PIPE ASIK ALLOWED } OR STRUCTURE �� � FOR REPAIR OF JOINT z CAP OIL SPIGOT END PLUG ON BELL END r (PLUC SHDY,N1 PLAN RESTRAINING DISTANCE io P, /l)� v�TT{RUST REQUIRED BY SOIL CONDITIONS AND SYSTEM ANCHOR jS��j BLOCK 1> SEE NOTE NOA PRESSURE / �ICtiI✓ (TOP) p 7, TURNBIICI(lE _ `; TYp t' j d ! 3/4 DEPTH BELL END i OF CONCRETE w SEDDING MATERIAL TRENCH —HOOK SECTION C —C WIDTH SECTION A —A SECTION B -B THRUST BLOCK DETAIL DETAIL FOR PRESSURE PIPE OFFSET FOR DEAD END SEE NOTE 3 SEE NOTE 3 SEE NOTE 3 T� a E _ E c '0 RANG I Ov PLAN — 11 1/4' PLAN — 90' BEND PLAN & 22 1/2' BENDS SEE NOTE 3--,j a S SEE NOTE 4 SEE NOTE 7 L4 - t � SEE 11111 T 4 e SEE NOTE 7 BEDDING MATERWL 5 3f APPROX. 1:1 SLOPE BEDDING I.LATERIAL -� 1 P WHERE BE TIP BELOIW PIPE CE DS 6" SECTION E -E PLAN — 45' BEND SECTION D —D THRUST BLOCK THRUST BLOCK DETAIL FOR BENDS DETAIL FOR TEES FILE NO.: 2500 -021 APPROVAL DATE: APRIL 2003 REVISION No.: THRUST RESTRAINT DETAILS — SHEET 1 OF 4 NO. 2500 -021 R EbI r f f Hill II T, Pic, IIII , \1� i irk Im NOTES: I. WHERE A HORIZONTAL KENO IS MOUE, THE PIPING SHALL BE RESTRAINED BY PAEANS OF A THRUST BLOCK AS DETAILED ON THIS SHEET. WHERE VERTICAL OFFSETS ARE MADE , THE TOP BEND SHALL BE RESTRAINED BY RESTRAINING RODS AND STRAPS, CONCRETE THRUST ANCHOR BLOCKS AND RESTRAINING RODS, OR A COMBINATION OF BOTH. THE BOTTOM BENDS SHALL BE RESTRAINED BY THRUST BLOCKS AS DETAILED. 2. A', B' AND 'D' DIMENSIONS SHALL BE AS LARGE AS POSSIBLE WITHOUT INTERFERRING WITH THE MECHANICAL JOINTS OR THE M.J. BOLTS. 3. "C" DIMENSIONS SHALL BE LARGE ENOUGH TO MAKE ANGLE 0 EQUAL TO OR LARGER THAN 45. 4. ANGLE 0 SRALL BE EQUAL TO OR LARGER THAN 45. 5. "B' AND 'D' DIMENSIONS SHALL PROVIDE REQUIRED BLOCKING AREA AS LISTED IN SHEETS 3 AND 4 OF THIS DETAIL. REFER TO THE SPECIFICATIONS FOR THE PRESSURE RATING OF THE PIPING SYSTEMS. 6, CONCRETE SHALL BEAR ON THE CONCRETE QUADRANT OF PIPE AS A MINIMUM, SEE DETAIL ABOVE. 7. THE THRUST BLOCK AREAS SHOWN ON SHEETS 3 AND 4 OF THIS DETAIL ARE CALCULATED USING A SOIL BEARING CAPACITY OF 2000 ESP. IF GREATER SOIL BEARING CAPACITY IS AVAILABLE, THE CONTRACTOR MAY, AFTER REVIEW BY THE ENGINEER, REDUCE THE THRUST BLOCK AREAS SHOWN, THE THRUST BLOCK AREA SHALL BE INCREASED IF THE SQL IS NOT CAPABLE OF PROVIDING 2000 PST SOIL BEARING CAPACITY. FILE NO.: 2500 -021 APPROVAL DATE: APRIL 2003 REVISION NO.: REVISION DATE: THRUST RESTRAINT NO. DETAILS — SHEET 2 OF 4 2500 -021 I WATER MAIN DETAILS ENCASH I IOWA DOT I DESIGN TEAM 20 Earth Tech JOHNSON COUNTY PROJECT NUMRER HOP- 3715(628)- -71 -52 SHEET NUMBER P.05 c a ,!1 Ei °on as mE :E ' THRUST RESTRAINT DETAILS THRUST RESTRAINT DETAILS RESULTANT THRUST AT FITTINGS, POUNDS J I FOR TEST WATER PRESSURE OF 100 PSI RESULTANT THRUST AT FITTINGS, POUNDS FOR TEST WATER PRESSURE OF 150 PSI SIZE TEE OR 90 -DEG 45 -DEG 22.5 -DEC 11.25 -DEG IN, DEAD END BEND BEND BEND BEND SIZE TEE OR 90 -DEG 45 -DEG 22.5 -DEG 11.25 -DEG 4 1,810 2,559 1,385 706 355 IN. DEAD END BEND BEND BEND BEND ' 6 3,739 5,288 2,862 1,459 733 4 2,715 3,839 2,078 1,059 533 8 6,433 9,097 4,923 2,510 1,261 6 5,609 7,932 4,293 2,189 1,100 10 9,677 13,685 7,406 3,776 1,897 8 9,650 13,646 7,385 3,765 1,892 12 13,685 19,353 10,474 5,340 2,683 10 14,516 20,528 11,109 5,664 2,846 16 23,779 33,628 18,199 9,278 4,661 12 20,528 29,030 15,711 8,010 4,025 20 36,644 51,822 28,046 14,298 7,183 16 35,669 50,442 27,299 13,917 6,992 24 52,279 73,934 40,013 20,398 10,249 20 54,966 77,733 42,069 21,447 10,775 30 80,425 113,738 61,554 31,380 15,766 24 78,419 110,901 60,020 30,597 15,374 36 115,209 162,931 88,177 44.952 22.585 30 120,638 170,607 92,331 47,070 23,649 42 155,528 219,950 119,036 60,694 30,489 36 172,814 244,397 132,266 67,428 33,878 48 202,683 286,637 155,127 79,083 39,733 42 233,292 329,925 178,554 91,026 45,734 54 256,072 362,140 195,989 99,914 50,199 48 304,025 429,956 232,691 118,625 59,600 54 384,108 543,210 293,984 149,871 75,299 MINIMUM AREA FOR THRUST BEARING, S0. FT. FOR TEST WATER PRESSURE OF 100 PSI MINIMUM AREA FOR THRUST BEARING, SO. FT. FOR TEST WATER PRESSURE OF 150 PSI S17E TEE OR 90 -DEG 45 -17)EG 22.5 -DEG 11.25 -DEG SIZE TEE OR 90 -DEG 45 -DEG 22.5 -DEG 11.25 -DEG IN DEAD END BEND BEND BEND BEND IN. DEAD END BEND BEND BEND BEND 4 1.0 1.3 1.0 1.0 1.0 4 1.4 1.9 1.0 LO 1.0 6 1.9 2.6 1.4 1.0 1.0 6 2.8 4.0 2.1 1.1 1.0 8 3.2 45 2.5 1.3 to 8 4.8 6.8 31 1.9 1.0 10 4.8 6.8 3.7 1.9 1.0 10 7.3 10.3 5.6 2.8 1.4 12 6.8 9.7 5.2 2.7 1.3 12 1.03 14.5 7.9 4.0 2.0 16 11.9 16.8 9.1 4.6 2.3 16 17.8 25.2 13.6 7.0 3.5 20 18.3 25.9 14.0 7.1 3.6 20 27.5 38.9 21.0 10.7 5.4 24 26.1 37.0 20.0 10.2 5.1 24 39.2 55.5 30.0 15.3 7.7 36 40.2 56.9 30.8 15.7 7.9 30 60.3 85.3 46.2 23.5 11.8 36 57.6 81.5 44.1 22.5 11.3 36 86.4 122.2 66.1 33.7 16.9 42 77.8 110.0 59.5 30.3 15.2 42 116.6 165.0 89.3 45.5 22.9 48 101.3 143.3 77.6 39.5 19.9 48 152.0 215.0 116.3 59.3 29.8 54 128.0 181.1 98.0 50.0 25.1 54 192.1 271.6 147.0 74.9 37.6 THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPA- THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACI- CITY OF 2000 PSF. IF ACTUAL SOIL BEARING STRENGTH IS TY OF 2000 PSF. IF ACTUAL SOIL BEARING STRENGTH IS LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON THE ACTUAL SOIL BEARING STRENGTH. INCREASED BASED ON THE ACTUAL SOIL BEARING STRENGTH. FILE NO.: 2500 -021 FILE NO.: 2500 -021 APPROVAL DATE: APRIL 2003 APPROVAL DATE: APRIL 2003 REVISION NO.: THRUST RESTRAINT NO . REVISION NO.: THRUST RESTRAINT 40. REVISION DATE: REVISION DATE: DETAILS - SHEET 3 OF 4 2500-021 DETAILS - SHEET 4 OF 4 2500 -021 WATER MAIN DETAILS ENGLISH I IOWA Dot I DESIGN TEA, 0 EarthTeeh JOHNSON COUNTY I PROJECT IMSER HDP- 3715(628)- -71 -52 SHEET NUMBER P,06 a Ea NN 0 0 of mE eF HYDRANT TO BE SET PLUMB WITH HYDRANT TO BE SET PLUMB WITH PUMPER NOZZLE FACING ROADWAY PUMPER NOZZLE FACING ROADWAY UNLESS SPECIFIED OTHER'NISE �' UNLESS SPECIFIED OTHERWISE JURISDICTION'S STANDARD HYDRANT i JURISDICTION' S ` j 1. , i / STANDARD HYDRANT ' GROUND FLANGE TO BE GROUND FLANGE TO BE � 2" ABOVE FI PIISHED GRADE /2" ABOVE FINISHED GRADE / 5 1/4" VALVE BOX 5 1/4" VALVE BOX i COMPLETE /COMPLETE AU Av/4 \�/,(n=/,\\VAV/A\\�/ V(\,\\V Y�W//(A\VA\\y \�iAVAVA \V//NVAY a 0 INSTALL WITH INSTALL WITH CONCRETE OR CONCRETE OR STONE BASE AND STONE BASE AND - BLOCKING_ MINIMUM w BLOCKING. MINIMUM w OF 4 CU. FT. OF I' a OF 4 CU. FT. OF 1" p TO 2' ROCK OR TO 2" ROCK OR GRAVEL DRAIN GRAVEL DRAIN MATERIAL. MATERIAL. COVER COMPLETELY 6° GATE VALVE COVER COMPLETELY �_ G' GATE VALVE WITH POLYETHYLENE O R TAPPING VALVE WITH POLYETHYLENE MJ X FL SHEETING iO RESILIENT WEDGE SHEETING RESILIENT WEDGE \\\ AND VALVE BOX COMP. IJD \\\ AVALVE BOX COMP. \\\\ i \\\\ WATER MAIN WATER MAIN G" ANCHOR PIPE . _ 2" ANCHOR PIP VARIES /. EXISTING -- - - -- _— EXISTING GROUND GROUND STONE BASE AND STONE BASE AND CONCRETE BLOCKING CONCRETE BLOCKING MATERIAL MATERIAL NOTE: SEE SPECIAL PROVISION SECTION 02500 NOTE: SEE SPECIAL PROVISION SECTION 02500 FILE NO.: 2500 -042 FILE NO.: 2500 -042 APPROVAL DATE: APRIL 2003 APPROVAL DATE: APRIL 2003 REVISION NO.: HYDRANT SET DETAIL PERPENDICULAR NO. REVISION NO.: HYDRANT SET DETAIL PERPENDICULAR o. REVISION DATE: REVISION DATE: E2501C TO WATER MAIN — SHEET 1 OF 2 2500 -042 TO WATER MAIN — SHEET 2 OF 2 -042 FwATER MAIN DETAILS ENGLISH I IOWA DOT I DESIGN TEAM @Earth Tech JOHNSON COUNTY I PROJECT IUMBER HDP- 3715(628)- -71 -52 SHEET NUMBER P.07 PVC TRUSS SANITARY SEWERS PVC STORM SEWERS HOPE STORM SEWERS PVC SANITARY SEWERS PVC SANITARY SERVICE LINES CLASS A i^ WN / E ., COMPACTED BACKFILL COMPACTED BEDDING RCP STORM SEWERS RCP AND ESVCP SANITARY SEWERS CLASS C (COMPARES TO AWWA C150, TYPE 4 BEDDING) DEPTH OF BEDDING MATERIAL BELOW PIPE D d MIN SEE NOTE 4 30 10 60 1 6 66" & LARGER 1 8" I REVISION NO.: I REVISION DATE: APRIL 2003 !. ONE a° E E14GLFSH IOWA DOT QQ o /N� COMPACTED o BEDDING a h fj PVC TRUSS SANITARY SEWERS PVC STORM SEWERS HOPE STORM SEWERS PVC SANITARY SEWERS PVC SANITARY SERVICE LINES CLASS A i^ WN / E ., COMPACTED BACKFILL COMPACTED BEDDING RCP STORM SEWERS RCP AND ESVCP SANITARY SEWERS CLASS C (COMPARES TO AWWA C150, TYPE 4 BEDDING) DEPTH OF BEDDING MATERIAL BELOW PIPE D d MIN 27 & SMALLER 4 30 10 60 1 6 66" & LARGER 1 8" P.0.0.= OUTSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING PVC TRUSS SANITARY SEWERS PVC STORM SEWERS RCP AND ESVCP SANITARY SEWER WATER MAINS 20 -INCH DIA. AND LARGER PVC SANITARY SERVICE LINES CLASS B (COMPARES TO AWWA C150, TYPE 5 BEDDING) i. 7/N/ A d a -Ku SELECT EXCAVATED MATERIAL WATER MAINS UP TO AND INCLUDING I6 -INCH DIA. CLASS D (COMPARES TO AWWA C150, TYPE 2 BEDDING) NOTES: 1. FOR OPEN -JOINT OR PERFORATED, USE DRAINABLE BACKFILL, FOR ALL OTHER APPLICATIONS, USE GRANULAR BACKALL 2. COMPACTED BACKFILL IN PIPE ENVELOPE MAY BE SUITABLE EXCAVATED MATERIAL, UNLESS GRANULAR BACKFILL OR DRAINABLE BACKFILL ARE SPECIFIED. STANDARD PIPE ENVELOPES FOR CIRCULAR PIPE me -masw uy�mm NO. 2200 -020 TRACER WIRE SHALL BE WRAPPED AROUND BOLTS ON FITTINGS (TYP) ___, .D\ EXISTING PIPE AND FRANC. TRACER 'WIRES NE BOX. JTE 4 iRD VALVE BOX TRACER WIRES OF i -INCH DIA. JLE 40 PVC TUBE FILE NO.: 2200 -020 da APPROVAL DATE: APRIL 2003 I REVISION NO.: I REVISION DATE: APRIL 2003 a° E E14GLFSH IOWA DOT DESIGN TEAM :E STANDARD PIPE ENVELOPES FOR CIRCULAR PIPE me -masw uy�mm NO. 2200 -020 TRACER WIRE SHALL BE WRAPPED AROUND BOLTS ON FITTINGS (TYP) ___, .D\ EXISTING PIPE AND FRANC. TRACER 'WIRES NE BOX. JTE 4 iRD VALVE BOX TRACER WIRES OF i -INCH DIA. JLE 40 PVC TUBE INSTALLATION OF TRACER WIRE IN VALVE BOX HYDRANT BARREL INSTALL TRACER WIRE IN MAINLINE AND HYDRANT VALVE BOXES PER DETAIL r NEW MAIN HYDRANT TEE TRACER WIRE AS SPECIFIED FASTEN TO TOP OF EACH PIPE SECTION WITH PLASTIC TAPE, SEE NOTE 2 TRACER WIRE DETAIL NOTES: 1. NO WIRE SPLICES ALLOWED FOR WIRE LENGTHS LESS THAN 500 FEET. 2. GROUND RODS SHALL BE INSTALLED IF SPECIFIED. 3. CARE MUST BE EXERCISED TO PRESERVE THE INTEGRITY OF THE INSULATION ON THE TRACER WIRE. REPAIR ANY DAMAGE. 4. TRACER WIRE SHALL BE FASTENED TO VALVE BOX USING STAINLESS STEEL HARDWARE. DRILL 5/8" DIA DOLT HOLE IN VALVE BOX. 5. IF INDICATED IN PLANS, TRACER WIRE SHALL BE FASTENED TO HYDRANT BARREL IN LIEU OF AUXILLARY VALVE. FILE NO.: 2500 -022 APPROVAL DATE: APRIL 2003 REVISION NO.: REVISION DATE: TRACER WIRE DETAIL N° 2500 -022 WATER MAIN DETAILS COUNTY I PROJECT NUMBER HOP- 3715(628)- -71 -52 SHEET IMBER P,Dg I INSTALLATION OF TRACER WIRE IN VALVE BOX HYDRANT BARREL INSTALL TRACER WIRE IN MAINLINE AND HYDRANT VALVE BOXES PER DETAIL r NEW MAIN HYDRANT TEE TRACER WIRE AS SPECIFIED FASTEN TO TOP OF EACH PIPE SECTION WITH PLASTIC TAPE, SEE NOTE 2 TRACER WIRE DETAIL NOTES: 1. NO WIRE SPLICES ALLOWED FOR WIRE LENGTHS LESS THAN 500 FEET. 2. GROUND RODS SHALL BE INSTALLED IF SPECIFIED. 3. CARE MUST BE EXERCISED TO PRESERVE THE INTEGRITY OF THE INSULATION ON THE TRACER WIRE. REPAIR ANY DAMAGE. 4. TRACER WIRE SHALL BE FASTENED TO VALVE BOX USING STAINLESS STEEL HARDWARE. DRILL 5/8" DIA DOLT HOLE IN VALVE BOX. 5. IF INDICATED IN PLANS, TRACER WIRE SHALL BE FASTENED TO HYDRANT BARREL IN LIEU OF AUXILLARY VALVE. FILE NO.: 2500 -022 APPROVAL DATE: APRIL 2003 REVISION NO.: REVISION DATE: TRACER WIRE DETAIL N° 2500 -022 WATER MAIN DETAILS COUNTY I PROJECT NUMBER HOP- 3715(628)- -71 -52 SHEET IMBER P,Dg Cft0UN0 LEVEL A I �E L 0 STAND PIPE VARIABLE DEPTH W /CAP 5.25" VALVE BOX / W/5.25" LID TOP HALF BRASS FITTING 1" ORISEAL OR TEFLON COATED BALL VALVE COPPER TO IRON CURB STOP VARIABLE VARIABLE TYPE K COPPER TUBING IRON PIPE CORPORATION STOP W /90' BEND - SEE SPECIFI- CATION FOR TAPPING SADDLE REQUIREMENTS CORPORATION TO BE SIZE NOTED ON PLANS PIPING TO BE I INCH MINIMUM WATER MAIN J AIR RELEASE DETAIL rwco u „a z a,TM NO- 2500-060 JOHNSON 1” CURB STOP AND BOX j MIN. I CY CLEAN STONE SUMP COUNTY I PROJECT NUNOER WATER MAIN DETAILS - 3715(628)- -71 -52 SNEET NUMBER P,09 Em N la1 on an N'+N ao FILE NO.: 2500 -060 APPROVAL DATE: APPAL 2003 REVISION NO.: 2 REVISION DATE: ow mE ENGLISH IOWA DOT DESIGN TEAM e £ AIR RELEASE DETAIL rwco u „a z a,TM NO- 2500-060 JOHNSON 1” CURB STOP AND BOX j MIN. I CY CLEAN STONE SUMP COUNTY I PROJECT NUNOER WATER MAIN DETAILS - 3715(628)- -71 -52 SNEET NUMBER P,09 z °m �N N< ON m� Ow NE N .E RESTRAINING ROD REQUIREMENTS FOR MECH. JT. PIPING SYSTEMS NO. AND SIZE OF THREADED ROD REQUIRED FOR 100 PSI TEST PRESSURE (CALCULATED USING ASTM A307 STEEL) SIZE TEE OR 90 -DEG 45 -DEG 22.5 -DEG 11.25 -DEG IN. DEAD END BEND BEND BEND BEND 4 2 -3/4" 2 -3/4" 2 -3/4" 2 -3/4' 2 -3/4" 6 2 -3/4" 2 -3/4" 2-3/4" 2 -3/4" 2 -3/4 " 8 2 -3/4" 2 -3/4" 2 -3/4" 2-3/4" 2 -3/4" 10 2 -3/4" 2 -3/4' 2 -3/4" 2_3/4" 2 -3/4" 12 4 -3/4" 4 -3/4" 2-3/4" 2 -3/4" 2 -3/4" 16 4 -3/4" 4 -3/4" 2-3/4" 2 -3/4" 2-3/4- 20 6 -3/4" 6 -3/4' 2 -3/4" 2 -3/4" 2 -3/4" 24 8 -3/4" 8 -3/4" 3 -3/4" 2 -3/4" 2 -3/4" 30 7 -1" 7-1" 2 -1" 2-1- 2 -1" 36 10 -1" 10 -1" 3 -1'1 2 -1" 2 -1' 42 8 -1 1/4" 8 -1 1/4" 3 -1 1/4" 2 -1 1/4" 2 -1 1/4" 48 11 -1 1/4" 11 -1 1/4" 3 -1 1/4" 2 -1 1/4' 2 -1 1/4" 54 14 -1 1/4" 14 -1 1/4" 4 -1 1/4" 2 -1 1/4' 2 -1 1/4" RESTRAINING ROD REQUIREMENTS FOR MECH. JT. PIPING SYSTEMS NO. AND SIZE OF THREADED ROD REQUIRED FOR 150 PSI TEST PRESSURE (CALCULATED USING ASTM A -307 STEEL) SIZE TEE OR 90 -OEG 45 -DEG 22.5 -DEG 1 t.25 -DEG IN. DFAI END BEND BEND BEND BEND 4 2 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 6 2 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 8 2 -3/4" 2-3/4- 2 -3/4" 2-3/4" 2 -3/4" 10 4 -3/4" 4 -3/4" 2_3/4" 2 -3/4" 2 -3/4" 12 4 -3/4" 4 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 16 6 -3/4" 6 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 20 10 -3/4" 10 -3/4" 3 -3/4" 2 -3/4" 2 -3/4" 24 12 -3/4" 12 -3/4" 4 -3/4° 2 -3/4" 2 -3/4" 30 10 -1" 10 -1" 3 -1" 2 -1" 2 -1.1 36 15 -1" 15 -1" 5 -1" 2 -1" 2 -1" 42 12 -1 1/4" 12 -1 1/4" 4 -1 1/4" 2 -1 1/4" 2 -1 1/4" 48 16 -1 1/4" 16 -1 1/4" 5 -1 1/4" 2 -1 1/4" 2 -1 1/4" 54 20 -1 1/4" 20 -1 I /4" 6 -1 1/4" 2 -1 1/4" 2 -1 1/4" RESTRAINING ROOS SHALL BE INSTALLED IN ACCORDANCE WITH THE NUMBER AND S12E LISTED IN THE TABLE FOR THE REQUIRED TEST PRESSURE. RODS SHALL BE SPACED AT EQUAL INTERVALS AROUND THE CIRCUMFERENCE OF THE PIPE AND SHALL BE SECURELY ANCHORED TO PROVIDE A RIGID PIPING SYSTEM. RESTRAINING RODS SHALL BE STEEL WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI. RESTRAINING RODS AND THEIR APPURTENANCES SHALL BE ENCASED WITH 8 MIL POLYETHYLENE FILM. FILE NO.: 2500 -063 APPROVAL DATE: APRIL 2003 REVISION NO.: RESTRAINING ROD REQUIREMENTS NO. 2500 -063 REVISION DATE: FWATER MAIN DETAILS ENGLISH IOWA DOT ♦ DESIGN TEAM �— Earth Tech wtyw m; M�, Kaiuf.� JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET NUMBER P.10 CUT ISTUR 86 37 CLAD NSITY'( ,UWTT cO '. ,: — "— ...... . "- N 690 PLAST — 9 s0 I I -- 685 685 - - - 680 -: .: : j :: :: :i.. Vii`. 680 — — 675 ,: - :::::. ::.:. :.:. :. :;: ;: _...:.. ::._ ::. '! :.' 675 670 :- ;.. _ i:'. _ : -: :.:.. . 670 _�__ _. 665 665 o. o - ° :PYI. 883 +25.0 660 - 660 L 350.00 .- . -- _ _.,.._ . .. ._ : _ _ .." _ _ _ 655 : ..- •. I ,.:: YI. 873 +4 .00 _.: ..: + � I FILE 885 Elev. 64A30 .00.00--- • Lev B �:.- �Z• 650 ' 1:700 2 ja._ 650 Lot 0 ..; . ..: - 645 : ;.. .—. ._... :�- 645 1: E7 -FLEM TOPIAYE \_ P C 8 50.00 - - - -- \ PVG 878 50.00 - "- -" tev' 4 7 R 19ASU� RAIN _ _ 640 - 64 635 PV •'8 ' I 635 S 77T 630 1 OFT -SIL CLAY 177 630 625 ME U 1 SAND 'L...i- 6 5 ;. '. -: . ;..: "... .. : • Intent when Installing wick silty clay to the medium drains is to penetrate the soft dense sand or the weathered limestone : - -. , N 2 - ' From Station 877 +85 east to Station 880 +90 and from . - • _ - - - - I I �)'I 881 +25 882 +10 Install Engineering Station east to Station 620 - _' Fabric ( 4196.01), a 3 -fool thick Granular Blanket (2107.11) and vertical wick drains as shown on this sheet and Q.02. - -' - .,:: ,:.: : "'_ _ :: The Granular Blanket will be drained by RF -19A subdrains - :..I OFT SIC. CLAY N - with Type RF -19F, Type B Pressure Relief Outlets al Stations 6 I S _ . -' - - - - • - _- 878 +90 and 881 +75. Vertical wick drains to be installed in a 615 _ depth ow de of 37 feet bet GEOTE(MICAL DESIGN - I the top of GranularnBlanket or to efusala 4 zw 610 1pO5l5S`pH4`gircer •' 1. I frmr farlil flat Ibis e:gillerllq Lacuetl am Ve orbl ryDy y Ilanro! tlero Sid eol ia 610 I- gu « 605 filmsxY " L �����aaeeee T. i "/Z(-/141 Up "r"' MOTHY T. WI L ES as. ay a oo,o reoe.al au a ceeaa4ba. 31. 2007 :.. - -: - - J1 I. ;..M ... OIUM �UMESI ONE: 82 605 _ , :... : -, .. ::: ; R:28 ('. • ... _' - _ ..:. .. : -. C o �L 6 0 Pagesord ets cmereE by Nis seal: SHEET$ Q.01 $ Q.02 : "' ...: '--- .. --" -" ... "" "— "" .. ;.._. ..... "" _ :i. t: _ - 600 Uob 0 PENGLISH F owa DOT 9ESICH rEUf — EarthTech t„va.`° �` JOHNSON courr MOJECT M 8ER HDP- 3715(828)- -71-52 sEr MYBER 0.01 REVISED W t SA t9 I w \ I em \ \ Y.y �V I I D i 11 I I I / / I I 1 h I 1 I I 1 � E) I ' (0.421AGres_ �.... L. .. I I ENGLISH I IOWA DOT I DESIGN TEAM \ (2.24 Acres) A ,1 ,I C and Grub ME J OHNRnM COUNTY PROJECT NUMBER {7J \ \ 1 \ / 1 I \ 1\ 1� 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I ac( I I I I i I I 1 i I I I � Remove 36"\Plpe and Apron \ll 1 V v F M `V \ 1\ 36 � i i mss Pavement Removal (2 SY) Saw Cut 14 LF SHEET NUMBER R.03 S, nvv s �s u� em a� :z - -� 0 a // � /E \ / / � rY'2 i • .•.. rib ly J PHA E 1V WILLOW CREEK I I PRO OSLO 12'X10' RCB ® , I. ACCESS ROUTE �9 ° WICLO -w - E: BANK GR LOOOCT�a - NOTES: sr 1) CONTRACTOR SHALL PROVIDE SILT FENCE PROTECTION ALONG CHANNEL EMBANKMENT PRIOR TO ANY CONSTRUCTION ACTIVITIES. , 2) CONTRACTOR TO PROVIDE TEMPORARY STREAM CROSSING 1 PER IDOT GENERAL SUPPLEMENTAL SPECIFICATION SECTION 2547. ISPO AL AREA 3) TOPSOIL SHALL BE REMOVED, STOCKPILED AND PLACED AT A , ` ) ( BOVE ELE. 644, RADE TO DRAIN) / MINIMUM DEPTH OF 6 INCHES. �, � P 4) EXCAVATED MATERIAL SHALL BE SPREAD IN THE AREA ON THE a � 1 EAST SIDE OF WILLOW CREEK JUST EAST OF THE EXCAVATION SITE. �! < MATERIAL SHALL BE PLACED ABOVE ELEVATION 644 AND IN SUCH A 80' I EXISTING BANK MANNER AS ALLOW FOR PROPER DRAINAGE. Elev. 635 �O, I 5) ALL DISTURBED AREAS SHALL BE SEEDED WITH A RURAL SEED Ze,I MIXTURE UPON COMPLETION OF GRADING. q I� N BOTTOM OF CHANNEL EARTHWORK 630.6± 3917 CY CLASS 10, UNSUITABLE EXCAVATION 975 CY TOPSOIL STRIP, SALVAGE AND SPREAD WILLOW CREEK CROSSING RURAL SEEDING = 0,59 ACRES SECTION A -A SILT FENCE = 300 LF / 50 1 0 EET Willow Creek Bank Grading ENGLISH I IOWA DOT I DESIGN TEAM EarthTech =qvu 7 JOHNSON COMY PROJECT WMER HDP- 3715(628 )--71 -52 SHEET NJMBER R.04 TABULATION OF TEMPLATE QUANTITIES AND ADJUSTMENTS 1m -za 04-03-01 Refer W Sl and Rce PL, RL-IA o RL-I8 ; - -, MOISTURE ADDITIONAL MOISTURE - f "S MASS STATION TEMPLATE M101T1DIAL SU'BCAADE AND TOPSOIL SELECT PAVEMFJT TOPSOIL ADJUSTED POCK ROCK PERCENT ADJUSTED TEMPLATE EARTH AND PAVEMENT TOPSOIL OVERBUILD SUBTRACT SUBGRADE GRWNLAR TOPSOIL ADJUSTED UNSUITABLE PERCBIT ADJUSTED UNSUITABLE '019Rh4 DIAGRAM z CUT OW411TY TREATMENT DENSITY PLACEMENT SOIL REMOVAL ROCK REMOVAL EARTH UNSUITABLE UNSUITABLE CUT CUT SWELL ROCK + FILL SHOULOEH DENSITY REMOVAL REMOVAL OUAIITITY TREATMENT BLANKET PLACEMENT FILL FILL 4g1P4 FILL + FILL + ORDINATE ORDINATE -� +C +C +C +C -C -C C -C CUT - C 3 - - C - 5 +C SWELL +F +F +F +F +F -F -F F -F r Iryllk;!' STPIK SUItABLE UNSUITABLE m McCOLISTER - -_- - -- - - 873 +42.000 11 1 48 4 7 29 5 - 22 91 13 - 14 39 45 - _ _ 2 12 1 28 - 5 87 II 35 0 0 0 0 0 2 40 0_ 8 131 30 f 6 30 1710 t _13 ` -� -50 _ 873 +50.000 873 +75.000 - - -_133 46 138 56 4 22 90 12 15 5_ 87. 34 0 U 0 10 131 30 I': 17/1 "' 82 874 +00.000 57 5 22 92 16 48 144 6 _ 5 87 31 0 D 0 5 124 30 ' " '164 �'T`+ -99- T - 874 +25.000 73 5 22. 96 20 52 164 I 5- 87 26 0 0 0 I 118 30 153 -88 874+50.000 0 0 110 97 5 - 22 100_ 21. _- 60 201 5, IS 0 0 -_- 30 143 - -__ - 874 +75.000 119 5 22 102 21 _ 68 201 _0 0 -. - -87 - 5 87 II 0 0 0 0 103 30 134 21 875 +00.000 -875 129 S 22 100 21 71 206 0 5 87 8 0 0 0 0 (00 30 130 97 97 '.. _ +25.000 _' - -- 22 97 20 -- - -_ -_ 65 203 __._ __ -_ - -__ 0 - - 5 87 ___ I2 ___ 0 0 _ 165 '. 124 5 0 0 104 -- _ 30 135 875 «50,000 116 5 III 5 22 97 20 22 98 18 _ 60 200 59 195 - - - - - -- 1 4 5 87 5'. 87 I8 20 - 0 0 0 0 0 1 110 0 4 112 30 143 30 146 222 271''. 875 +75.000 876 +00.000 97 5 _ -- - 22. 99 16 58 181- 7 5' 87 23 0 0 0 6 116 -- 30 151 301'. 876 +25.000 100 5 106 5 22 99� 18 22. 97 19 _ 59 185 58. 191 _ _ 4 2 5 87 5 87 21 21 0 0 0 0 0 4 113 0 2 113 30 147 30 147 3391 383 _876+50.000 876 +75.000 877 +00.000 _ 5 87 31 0 0 0. 9 ___ 127 - 30 165 _ -__ 363'. 268.1 - - - -65_ 4 22'. 91 12 __ -49 145. 41 ION _ - _ __ - -___. 13 - -- 27 2 22, 87 4 5 87 43 0_ 0 0' 20 151 30 196 877 +25.000 12 1 15' 87; 1 _ 93 -_ -_ ___ - - - - - -- -__36_ 103 _ 51 87' 74 - -- _ 0: 7 0. - 29 233 ., 30 303 = 58 877 +50.000- - - 0 0 4- 53. I - _23, -- 4, 54 -. 366 .il 53. SU ISSN IB 32 38 - 543 30 706 5941 871 +75.000 -- 10 _ la. 10 _ ,. .- -_ 17 i 878 +00.000 - - - - - - -- - _ 3`1 43 _ 878 +25.000 878,50.000 - _._O O " "- T -. - -_ 0 324 22 -_ -27 358 46 1152 30 1498 .. -- - - -_ -_. 4682 O O S, 306 878+75.000 0 0 0 0 0 - 0 0 - - 125? 1211 5 0 0 0 32�; 27 4� 1031 402 46 1069 30 144 ?.. 30 1390 -66001 - 8994 1 _ 879+00.000 _ 879+25 000 - - -. - -- 1175 -- 5 01 -- 0 --- 322' 22 - - -_ -22 -- 404 4S 1031 0 0 - - 0 0 0 - -�� - - - -- - 0 0 - - -__ - -- 30 1340 10334 879#50,000 0 0 0 0 0 0 0 0' 0 -0 0 0_ 0 0 -- -- 1145 1145 5. 0 51 01 0 0 321 77 321 396 45 1008 393 - 44 987 30 1310 30 1283 11644 129271 1 _ 879 +75 000 _880 +00MO _._ 1; .. -_. __- 1125 T -__ _____ 5, 0; 0 -_ __ 370 72 0'. 0 0'i 0 0 0', 0 _-. 395; 44 989 -, _.__. 30 1286 - 14213_] 880 +25.000 0 0 - 0 -� 01 0 ;. 0 - 0 0 _ 0: 0 _ - _ I 1150 __1190 _ 5: 01 - 5'_ 0.. - 0 - 0 3211 22 323323T 3961 44. _1014''1- 403_; 45 1048, 30 1318'. 30 1362- - 155311 _ _ 1 -168931 _ 860+50.000 880 +75.000 - .__- _____ 0, 0 0 0'', 0 0 0,- __- 1294 _ 5. 0'_ 0 _22 162! 22 205 52; 1182 30 1537 - 184301 881 00.000 D 0 -- - D - .. - . - 22 265 S3 1235 - 30 1606. - - 20036 88125.000 -- 0 0 0,1 0 0 0 0 1305- 5 01 0 330 22 358 �;_- 50 1210 30 1573 -21609 881+50.000 0'. 0 0 0: 0 - - 0 0 1063 5 Oi 17 775 22 93 55 1250 30 1.6.25,_ _.. 23234 881175.000 OI 0 0' 0_ 1 _ - -- 0 1 _ _ __ _ 855 _ -- 5 0 - -� -. _ -_ 149 109 22 0 56, 1040 _ ._ 30 1352 I 24585 _ 882+00.000 0. 0 7; 371 1 2 38 l 553 5 371 133 0; 20 0! 491 659 30 857. 25404 _882 +25.000 0' 0 12: 1 - - -- -- -- - 13 80 5 811 99 OI 10 0. 37 371 '_ 30 482 882 +0.000 3 0 10 0 - - 20 87 1 20 : 871 1 - -- 23 88 32 86 - _ -_233 99 72 _ - 5 _ 87 5 87 71 58 0'. 2 0' 1 1 0' 79 231 0 _ 27 194 1 30 300. _ 30 252 26018 -26184 - - -- 882 +75.000 883+00.000 -._ 34 2 22' 911 6 -- 46 .. _ 217' 26292 883 +25.000 - 66 3 - 87 22 961 12 _ _ 54 145 __ - - -- 5! 87' 46 0' 0 _ D 70 205 30 267 __ 26414-; 883 +50.000 -- -- 82 ___ -- 3 77 2 _ 22 97! 12 54 162. - 157_ 51 871 55 0 0 0 25; 279 - 30 363 30 417 266151 2I'.. 991 II 50 160 _._.. 196 5 87 57 0 D:. 24 32l 884 +00.000 - -- -- _ 59 -___ 1 ._ 242 _ _ - - S 87 66 _ -- _ -_ 0: 4 _,_ 0, 24 372 - 17 109 12 __ . - -41 157 -_ _ 30 484 - -.___ __26872] 27199 884 +25.000 39 1 12 115; 12 , 31 148 - - 309 5 86 77 0. 9 - - 0' 25 443 30 576 - 884+50.000 - -_ - 35 I ._._ _ fil__ 103'__ 12 _ -...__ -_ _ 29 133 _ _____ 322 _ _ , -� - -_ - - 5.- 79 _ 80 - 0, 8 _ 0 26 452 30 588; _._ ..27627 280821 884+75.000 86 12 _,. 73 _- _.. 0' -. 6 ._- -.. _ -_ _ 36 123 - -40 _,_ _____- 292 Si _ _71;_ 0 27 408 - -i 30 530' -28489 885 +00.000 S2 t 17'. 81 119 - 2% 5 64 68 0.1 _ 7 01 26- 400 :. 30 520 -28890 _865 +25.000 57,' 1 __. _I3 10 78 14 41 119 _ ,_ - 283 5, 58 64 0I 8 0, 24 378 30 491 -29262 885 +50.000 - - 1 q 62 15 _ _ -- ___ - -- 113 , 9 0 21" 332 ,_.. 30 432 -29581 885475.000 74 I - 73 1 8 43 I6 6', 36 IS - 42 100 40 94 - - - - _ - -. - - - 220 196 _ - -- -- - 51 SE 51 54 5S - 011- 9 0, 0 19 302 '_ 30 _ 393 30 351 29874 ODI .886 +00.000 886 +25.000 174 0 - IB - 270 48 - 74_ 1 5 - -- 31 19 40 90 - -- - - -- _5: 5:; 394 60 a'' 12 1 30 322 _ 30363 886 +50.000 74 1 68 _ I 5 281 20 4- 29'. 21 _ -. _ -_ 417 87 - _ 41 82 . 1 -- _.. ___.,__ - --._.- - 162 -5 153 5 37,. -_ 5''. 41''.. 62 63 0''. 13 -. 0 13 _ 0' I8' 235 - 0' 181 231 - - -30: 306 30 300 - -30581 - 30800 886 +75.000 887 +00.000 - -_ -. 61 0 31 34' 21 -_ 44 75 5'I, 64 0: 14 0_ 19 223 . 30 290 : -31015 T 887 +25.000 53, 0 2 40 21 68 _ _ _ -. _ _ _138 128 _ _ _49,, - - -- 5! 581. 62 _. _ -_ 0. 15 _0; 21 217 . - 30 282_ _ -. 31229.1 +50.000 _887 43. 0 4' 45 20 53. 59 117 --_ 5 63 58 0. 13 0Q_ 22 208 30 270 31440' _887.75.000 - -,._ - - -_ .- _. __ -: 54 _888+00.000 36 0 6 48 18 7:_ - 58 - -50 - - - - - - - 109 5 64 56 0 11 0- -- 24 - 199 -- _ - 30 259 31854 _888+25.000 35- 0 50 55 52, - - 106 - 5 S9 0 10 0 27 30 267 - -3200' 9 _888 +50.000 -- 131 .- -__62 5_ 63.1 60 -__ 0` 8 0 -- 29 222 33 0 _15- 9. 54 12 56_ 30 289. -32302.1 888 +75.000 28 7 _52 _ 26- 32 _._ _ _. 245 - 41 7q 0 12 6 33 325 30 423 _ -326q3' --0. - 453 -- 5 - -_.. - _._ - - 17 0 33 -. -569 30 636._ _ 889 +50.000_ 0 8 13 13 109 -. 33994 889+75.000 34 0 72 0 0 0 II __ __ 0 -- 0 15 18 27 -_ 529 502 -5- 5 0' 111 0 17 0 44 584 30 759 35450 890 +00.000 ____. _ .- 27. 60 _ ,. -.. - -_. - IIJ 0 17 0 44 559 30 _ 727_ 361171 89025.000 - 110 0 0 0 19 __. -_ -- 34 95 _ 444 5 0 116 0 17 0 45 503 30 654 36676 890 +50.000 0 0; 1 21 _ _ 38 124 - -. _ 427 5 - 0 ___ 122 _ _ 0_ _ 17 _, 0_. -- 47 490 30 637 -'. 371.89 890 +75.000 - -_ -140 - _._.. 11 1 _H _l.:A _ - CG,rill 1E =.'I EarthTech JOHNSON II II P- F II 1-F HOP- 3715(628)- -71 -52 T.O1 TABULATION OF TEMPLATE QUANTITIES AND ADJUSTMENTS 10778 Refer to Sta,dvd Road Plen RL-IA or ft-18 MOISTURE ADDITIONAL MOISTURE - "'"' PASS PASS " STATION TEMPLATE ADDITIONAL SUBGRADE AND TOPSOIL SELECT PAVEMENT TOPSOIL ADJUSTED ROCK ROCK PERCENT ADJUSTED TEMPLATE EARTH AND PAVEMENT TOPSOIL OVERBUILD SUBTRACT SUBSUME GRANULAR TOPSOIL ADJUSTED UNSUITABLE PERCENT ADJUSTED UNSUITABLE DIAGRAM OIAGRA4 CUT GUA4TITY TREATMENT DENSITY PLACEMENT REMOVAL HOCK REPAVAL EARTH USUITABLE UNSUITABLE cut CUT SWELL POCK + FILL SHDULOER DENSITY REMOVAL REMOVAL OLVNTITY TREATPEIIt 8LANKET PLACEMENT FILL FIL( I SHRINK FILL +-.., FILL « ORDINATE ORDINATE .0 TO TO +C - -SOIL C C., -. C -C CUT C -3 C -5 ±C SWELL -. -- +F +F +F - +F 4F F F F -_. F - r _: 1,I 5}MNt 'il ywlr °(� UNABLE UNSm7ABLElm N1cCOLLISTER - - - -- -�- - 890 +75.000 891 +00.000 -- 118 0 0 1 23 - - - 42 160 444 5 0 126 0 17 0 47 490 "' 30 637 - 37189' +75.000 188 0 0. 0: 24 43 169 465 5 0 128 0 17 ____ 0 48 510 - - r� �v , -.17� 6675 1\ 1.'��t 37692 186 0 0'. 0, 24 -- - - 44 166 - _891 891150.000 471 - 5 0 130 0 17 0- 49 532 �. i7 ,I 1692 -__ -382 15 891+75.000 203 0 0 0 25 45 183 487 5 0 133 0 17 ___. 0 50 539 30 701 .� -38750 +00.000 220 0 -_ - -0 0 2' 31 _ 48 205 -- - -- - - - -- 513 - - -- 5 0 - 159 0 - -- 0 0 51- 557 30 724 - 39291 525 528 _ 5 0 5 0 163 139 0 -" 17 0 17 0 60.__ 600 0 61 615 - -- 30 780 - - -- 30 BUO - 39866__ -- 4046/ _892 892+25.000 213 191 0 0.... 2: 31 0, _ 0. 26 _ 47_ 199 45 178 892 +50.000 _ 892 +75.000 204 0 0 0 25 _.- 45 184 - -.. 543 5 0 _- 136 -_ 0 17 _ - " 0 54 601 30 781 - 41070- 167 0 54 0 0, 0 26 0'. 0 15 -' - - 44 144 21 48 137 156 __ 0;. 52 .615____ 0'. S2 63_3 ' - 30 - 800 30 823 893 +00.000 560 936 _ 5. U 5 0 0 I/ 0 11 -41686 -42365 893125.000 893150.000 - 0; 0 U 0 4 0 4 1037 5 0 172 0 17 _ 0'. 64; - 1016 30 1321 43638 0, 7.. 15 22 83 .__ - - - -_ _ _ -_ 763 _... -_ 5 0 155 0' 17 0`- 691 _ 30 1466 -45100 _ 893 +75.000 88 0 894 +00.000 160_ 0 a, 2. 24 41 145 920 5 0. 145 0 : 17 _1128 01 58- 848 30 1102 -46119 894 +25.000 97' 0 0. 01 19 32 84 -- - 1228 5 0 161 0 17 -17 _ 0" 57 996 301 1295 - 47269. 60 __ 0 0 _ 0'.- 17 - -- - -26 - - - -51 30 66 33 84 1351 1313 1317 J - - -0 5. 0 5 0 _ 894 +50.000 ___170 165 161 0'.. 0 17 -._- 0: 17 0! 66 tilt 0; I t 1438 - -_- - 0'i 67 1399 _ 30.- 1704 _ 30 _ 1869 _ 30 ' 1819 -50707 - ; -52460 - 894+75.000 77 0 93 0 -- - 0 0 19 - 8 01 24 - - -- -- - 895 +00 000 33 89 - - -__ _- 1364 5 0 __. 163 -.._ 0- 17 _ 0 61 1405 _ _1''- 30- 1827 -59203 " - 895 +25.000 96 0 92 0 0; 0 26 - 895 +50.000 0_ 0 23 31 84 _ t448 5 0 - - UO 0 17 _ 0 61; 1459 30 {. 1890 _ 56004 +75.000 -- - 100 0 0i 0 22 31 91 1564 S: 0 174 0., 17 _ -- 0 67� 1539 - 30 2001 -J 57921 -. 1081 0 0, 0 25 35 98 _. _.. 1652 5: 0 V3 0! 17 0 68 1658 30 7155. -59985 _895 896 +00.000 NIB 0 39 106 1805 - -_ _ _ 5, 0 175 0: 17 0!,.- 67 (746 30, 2270 -62151' 896 +25.000 Oli 0. 27 - -- - - -- 896+50.000 119. 0 - of 0: 24 0' 143 - - 964 2% 0: 0 0 9 0 69 1899 30 2469 -64520 -' 896 +75.000 112', 0 0 0 20 - 0 132. 0 0 0 - - -0 0 0! a 0i_ 36'. 921 30 1197 - 65574 " +00.000 132:, 0 01 0 20 0 152. t 0 0_ 0 0 0 0 0 0; 0 0 0 0` 0 _ 0 of 0 0 30 0. 30 0 65442 -65290 _897 897 +25.000 897 +50.000 tl 0 0.' 0 5 0 16 0 01 0 Oi 30 0. -65190, 897+05.000 Oi 0 - - - 01 0 - -0 5 0 0 0l 0 0 _ - - 0 0' 0 0 - 0 0_ D 0 0; 0: - 0 0 o _ U 0 0 OT 0: p 0! -0 30 0�- JO 0 ": 65174 -65174 898 +00.000 - -898 +25.000 - 0; Oi_ 0 __ -0 - -_0 _.0' _____ 0 a! 0 0 Oi ' 0 0; 0 0 30 0. -65174 " 898 +50.000 0: 0 - .- _. ' 0 0 0 i - - - 0 0 0- 0_; 0 - _. 0 0 - 0 0, 0 - 0 i 0 _ -1. - 0 0 0 -- 0, 0 0 - I - 30 0- 1 30 0.. -65114 - -65174 -- 898+75.000 899 +00.00_0_ o! a of o 0 0 0 0. 0 0 0 0 0 30' 0_ 65174 899 +25.000 0 0 -. - - o' 0 O1 0 0 _ 0 0 o - _- - 0 0 a a - - -.. - - - 1 - - - -- 0 o 0 - 0 0 _ _0 0 0 0 - 0. o _ 0 0 o a 0 i._. 30 0! 1 30 01 65174 65174 899 +50.000 899+05.000 " T �, 1_ - 00 00 0 .. 0 0 0 00 -0 _ -0 0 30 1 0 65174 900 +00.000 - 0 - - - - 0 o 1 - �.. - - -. _. _ _, - 0 - - _.. . -_.. 0- _. _ - o,' 0 :_ a1 0 __L 0 ._ _ _ 0 _. _ 30 0. 30 a 65174 !. -65173 900 +25.000 900 +50.000 -_ - 0 -65197 27 0 0.!____0 103 _____ _.- 1881 5 ": 0 _ - "- --202 0 107 0!:. 37 1000 r _ , 30� - 900 +75.000 8 27 -- -2237 _ -17 __ 81 1990 30 25807 1, +?5.000 20 _0 0. 01 10 "- _._105 I5 5!, 0!. 218 0; -2-1-0-8 0' _68957_- _901 901 +055.000 23 ___.0 29 0 32, 0 - _- 0... Oi 11 __16 -_ 18,' _ -_ -- 2369 5 0 -__- -0 222 _. 0 - 17 Oi 95 2348 '- 30 3052" -- -74681 -' 951+75.000 0" _ 0': i_4 0; 0. 12 IB 25 18 26 ':. 2397 _ _. 2457 - 5 5 0 225 223 0; _I7 0'_ _ 17 01 6 A, _2483 0, 961 2514 .__ 30 3228. -__- :. 30 3268- _77931 81174 902 +00.000 _. ��- -._ -- _ 30 130 �_ -_- - 51 22� 0 O -- 0' - II _- - -- - 5- - -- 18 ._. - _ - - 2631. -_. . 0 " -- - - - 224 Oi - 19 O 88 27451 3569; - 91490 902 +75.000 261 0 0 0; 10 13 23. - 2609 223 o: 19 0 86 2755 30 3582: -95054 �I 903 +00 000. 5 0 -- - 903+25.000 311 0 ... _ -. 25 0 0' 0 10 _.. 10 01 0, 10 -.. - -_ -_.__ _ 12 29 12 23 - -- i - 2596 2612 5 0 - -__ 5 0'. 223 223 Oi 20 - 0' 20 _ 0! 86 2732 _ -- -- D' 85� 2719 - 30 3552 __. 30 3535' -98583 - - 102089 +50.000 _903 903+75.000 - 8 0 Oi 01, -_. -.. 6 2759 5 0;_ 221 0' 2l _- + - 0' 84! 2736 -... 30 3557= - 105623 0! D 1 I- 0! 0- 2 0 I 1 - 0 2 _ -- __ '.- _- -- - 2505 1376 __ 5 0 5 0 - 210 181 0' _- 22 0' 27 ,. _ 01 84, 28BO ol. 80 _. 2618 -_ '� 30 3744' -- ', 30 3403 "109360 - 112762 ' -- 904+00.000 0 ". 0 _ 0__ -_ _ 0 - - 904 +25.000 - -50 904 +50.000 0; 0 0;.___._24! 2 0 26 487 5 24 151 0 22 0�', 64 1476 _ -'" 30 19,19 - 114679: - - -- --_ -- 0 0 OI 0 - -0 0 - 39 1 - 0 21� _ I - - 0 40 0 22 ._ ___ _- - -__ _ --- -- -___ -___.- 334 __- 328 9 39 - -_ -_-- 5 21 _.. 127 II5 01- 22 - 0 22 - 0 _ 40� 443 D 401 599 -0: __ - ___ 30 779_ _ 30 576 -115432 -115966 +00 000 _905 905r25.000 0 0 8 1 -_ _ - 0 4 356 5 8 117 0 22 401 40 407 30 529 - 116475 81 0 276 - 0 0 _ 11 It 0' 211 _ . 25 21 82 52 _ _- _ - - -- - - -,. _ - 352 334 - _ 2 5_ _ _I 111 104 0 _ __- 22 _ 0 _ 22 0, 41 423 0_ -_ 37 _ I;. 30 550 30 534_- 905 +50.000 - 117016 - 117468 905175.000 - - 906+00.000 3671 0 0� 75' 29 _____ 361 60 361 �' ____ . -___ 328 5: 2 -_. t04 0 22 390 OI 321 39D'. 30.. 507 - 117705 - 906 +25.000 _ 32_3'._ _.._ 0 _ 151' 0 _ _ _Oj. 25_ _ 28 0_ _. 14 J4 58 318 28 (5( _ ,_- _ 327 328 5: 2 .. 5_ 3_ -_ 105 106 -_ 0_'.. _ _ 22 0_ -22 0i 32' _ 385_ 0 33 364 ___ __ 30 501 _ 30 499'. -117845 ' - 118026 906 +50.000 - _ 906 +75.000 _- -_0._ _ 0. 0'. 4! 0 - _ - -__ ___ -- 0 4 - 333 5---- _4 ....___ 107 0 22 -.... 0' 34 3BG 30 502 -118377 - -- 907 +OO.OW 0, 0 _0 _- 4 0 -- 0 -4 _....___ 342 -_. 5: 3 109 0 77 0', 35! 397 30 510 - - 118883 907+25 000 0 0 0 5 0 0 5 346 5. 4 III 0 22 01 37'. 400 30 520 _ -119399 907+50.000 - -- 0 0 0: 111 I 0 12 __... _ 338 5 la. 112 5._ 22 0: 38 406 30 528 - 119922' 907 +75.000 0 0 0'_- . - -17' 1 0 18 - -_ - ..327 5 17: -112_- 0' ._ - - -22 0'i 381 405: 30 527 -- 120437 908 +00.000 0' 0 0- 24' _ 1_ 0 25 317 5' 24' 112 0 22 O. 38; 401 -- 30 -521' -120940 _ - 908 +25.000 0, 0 0:- 32! I - --- 0 33 -____ ',_ 299 _- 5 32 112 0._ 22 Oi 381 398 30 517 - 121432 r _ EarthTech :l °o-t-a, ",; JOHNSON r � 'H ::n E1iSll TE -J1 � 4 - -- -- - -- - -- - -- -..__. HDP -37 15(628)- -71 -52 T.02 TABULATION OF TEMPLATE QUANTITIES AND ADJUSTMENTS -) ion -zs 04 -03-01 Rear to St B-d Road Plen AL -IA o, SLUR I _ j 1 -.. ' Connection North Earthwork Class 10 Cut = 11,558 CY FIII + 30% - 138,054 CY MOISTURE Class 10 Cut = 2,142 CY F I I I + 307, = 3,629 CY Class 10 Unsuitable Cut Borrow 20 CY ADDITIONAL 1,487 CY (From Topsoil Stripping) = 6,g4C CY Class 10 Cut + Borrow = 359 CY MOISTURE Borrow = 3,629 CY Borrow : 119,556 CY - °- PASS PASS STATION TEPPLATE ADDITIONAL CHARADE AND TOPSOIL SELECT PAVEMENT TOPSOIL ADJU>IED HOCK HOCK PERCENT ADJUSTED TEMPLATE EARTH AND PAVEMENT TOPSOIL OVERBUILD SUBTRACT SUOGRADE GRANULAR TOPSOIL ADJUSTED - UNSUITABLE PERCENT ADJUSTED UNSUITABLE DIAGRAM DIAGAA4 CUT OLV,NTNY TREATMENT DENSITY PLACEMENT SOIL REMOVAL ROCK REMOVAL ENIII UNSUITABLE CUT tC SWELL SOCCK FILL SHOUL ER DE +FTY REMOVAL REPDIaL OL41lNIY TREATMENT BLA' .MET PLACEMENT FILL 1 F ! I SHA[t,✓ "L� + iFILL + l i ' ORDINATE ORDINATE m C -C C C SUITABLE N! +F +F F F -F F " •' SH 1tQ "5HPINX SUITABLE UNSUITABLE +C +C +C +C ,. McCOLLISTER -- - 908 +25.000_ D 0 0 40 I 0 0 41 280 267 5 40 5 45 112 1 1 1 0 22 0 22 0 38 377 0 38 :268 �i490 :'�3D N +478 - 122352 -122784 906 +50.000 908+75.000 0 0 0 45 I 0 0 46 _ 254 _ 5_ 50' _ III _ - 0 22 0 38 - 360, I . (_,,.- 30 '40 _ - 123201 0 0 0 0 0 0 0 SO I 0 52 1 0 52 1 _.._ 0 0 0 909 +00.000 0 51 0 53 0 53 - - - -- 246 246 -- -235 5 52. 5 _ 52 III - 111 0 22 _-0 _ -_ _ 22 0 37 355 0 38 354 30 )4� - 30 460 - 123610 124017 - -- 909+25.000 - - - -- - - 0 - -- S6 -- 1 -- - - " " -- 0 - -- 0 57_ - - - -- -- 5_ 56 III 0 72 0 3R_ 347 30 451 909+50.000 - 0 -_ -- 0 - 124411 909 +75.000 0 _ 0 63 1 0 0 64 _ 217 5 63 110 0 22 0 37 336 30 437 _ - 124784 910 +00.000 D 0 1 0 0 71 202 5 70 -5 _ -_ 109 - 0_ -. 22 0 37 327 30 425 - 125138 910 +25.000 -- -- 0 0 __- -0 -__ 0 - -- 37 -- 322 30 419 -__70 0 8I -- __. _ -__ _ 187 80, 109 0 22 125476 0 0 0 0 0 0 0- 80 1 0 84 1 4 86 1 0 _ 0 85 4 87 - -. 112 150 5_� 84 5 _86_ 107 102 0 21 0 18 0 36. 311 0 3S - _._ 30 404 _._ _30 377 - 125795 - 126085 _910+50.000 910 +75 -000 911+00.000 -__ _. _.0 0 _ 0. 7 __290 0 34 246 - _ __. 20 85 _- __....___ 110 5 87' 85 30 320 - 126320 911 +25.000 4 0 19 2 9 1 14 86 I 21 85 3 6 25-_ 2 0 0 36 92 g. 43 _ 68 15 5. 87 1 26 65 -_ 12 __ 0 0 0, 0 0 32 193 0 8 46 30' 251 30 60.. - 126479 - 1264% 9IM 0 __,.. _ . 91(3.000 .600 _ 681 4383 , 696 4608 1559 3376 11558 13262 5049 2023 5247 5693 106191 138054 RIVERSIDE DRIVE CONNECTION SOUTH - - -- - - - - _ - - - _ 164 +67.000 6 I� 4 IB 0 0 0 29- .. __ _ - - 0 -._ 5 69 -- - -0 0'. 6 _ _ 30: 108 30 109 -__ -_ 30. 107 2i ' 25 „ 20 164+75.000 - 2 32 2 42 7 13 56 I 13 56 7 13,__ 10 - 0 0 0.__ I 93 5 105 II 112, _ 0 0 5 69''. _ 5' - 69 9 10 8 0. 0. 0 0 -. _ -- 0 - 0 83 0 0 64 __ 0 0 82 _ 165 +00 000 _ 165 +25.000 -- +50.000 - - -_56- _165 43 186 18 17. 339. - 1. 16., 229' 31 0 0 0 0_ 276 '.. 359. RIVERSIDE DRIVE CONNECTION NORTH - + 25.000' 0 - 9 - I 0 - 0 92 _ �, - 56 -. 5 79 72 0 8 0� 16 188 301 244 -157 _683 683 +50.000 0 _ 0 0 87' - 6 62 1 I 0 0 _ ' _ 0 69 gl _ -- _ - 64 55 5 62 5 61 71 - 70 0 0'. 12 12 0 _ 16 174 0 15 164 _ 30 226' - 301 213 -309 - -454 683+75 000 _ 684 +00.000 0 0 6 61 5 60 I _ -- 0 _ 68 0 66 77 _ 5 60. 0 01-- 0 12 _ 6, 201 104 _ -- 301 135'. -523 684 +25.000 01 0:: 0 - - -- - 5 59'. 0 0 0 0 - - -- -_ 0 64 0 - - !. 161 196 5 59 5 62 0 0 0 12 0, 12 33: 26 _154 47 -' 26 178 30+ 200 30 231 -659 -823 ! 684 +50.00.0 _- 684 +75.000 0, 0 5 62 -. -. - - 0 67 01 78 - -__ - 178 _ _ 5 66 _- 0 0'. q _ __. 45 25 170 - I 30; 221. -966 685 +00000 3 0 13 0 8 66, 1 14 67 -3 6 P 0 2; 45 16 111. -. - 207 236 5 67. 5, 671 0 0 01 4 0 2 - 58 21 1% 66_ 19 219 __ _ 30 255'. 30 285. - -1126 -1300: 685 +25.000 -- 685x50.000 36 __ 1 16 68 -- 7 _ - 0 30 II9 -- - 197 _ _ 5 60: 0 _ _ 0' I _. _ 55 IB 196. 30 255' - -1436: - - - 685x75.000 54 3 58 : 4 56 16_ 69'.. 17' 73 _ 9 It - -� D -- 0 - 34 127. - -48 157 _ - " ". _ 79 I -- 5'I 70 '', S 86 44 0: 0 21 10 - 167 _ 30 217 30, _-- 1_5261 _ - +00.000 _686 686 +25.000 - 5 64 5 17 III. _- 17 12 0 1 6I 230 - _ 1 _ - 5 130 30 0 0 0 -.- , _ ! 686 +75.000 -686+75.000 -- 65 5 I7 201 12 201 _ _ 0 601 240 -- _ -_ _ . _- -- 193 2 179 -- 30 233 14991 12 0 _ 61 179 32 01 0 0 2 130 30 169; 1489, 687 +00 000 69 5 17 137. _ _ I -- 5_ 29 0' 0 0 I --107 30 139: -14811 _ 67. 5 102 13 4 53 147 .." - " -_ - _ 687 +25 000 _. 58 3 -. 45 1 _.17 I7 46 14 16 0 12 7 - - 13 12 _ - -. 33 92 _ "181 44 l0i 39 _ _ _ 2 2 2 2 34 0 0 0_ 0 25 IS 17 - 0 OT - - - -- 0 - 2' _ 66 0 2 28 2- 30 301 86 30 r 36 30 39 1475 i 1467 ..__.- 1467 _- 687 +50 000. 687N5 000 688 +00.000_ 31 I - 15 0 - -- 5 - -. -- - __ -.. 2 0' 0 IS 0' 0 O 2i 301 40; _ - 23 :.. I 15,_. 0 6 3 - --- 4 38 - - _3I ,.- _ _1469 -. 688+25.000 __ - 11 . _ 1 _- 8I_ 0 3 _ _ -_2 -. -_ I i -20_ _ 15 01 - 0 0. 1_ -29 _._ ; _ 301 38- - -1487 _ 668+40.000 -- - - -- 263' 1519 - -_- -132 _- -_ -_ - 431' 2142 _ __ -- 802 1271 505 - 0' 84 ! 333_ 228' 2792 3629' _ McCollister Boulevard Earthwork Riverside Drive Connection South Earthwork Riverside Drive Connection North Earthwork Class 10 Cut = 11,558 CY FIII + 30% - 138,054 CY _ Class 10 Cut = 339 CY F I I I + 301 - 359 CY Class 10 Cut = 2,142 CY F I I I + 307, = 3,629 CY Class 10 Unsuitable Cut Borrow 20 CY Borrow 1,487 CY (From Topsoil Stripping) = 6,g4C CY Class 10 Cut + Borrow = 359 CY Class IO Cut + Borrow = 3,629 CY Borrow : 119,556 CY Class 10 Cut + Borrow =138,054 CY - ; 01 TE:, EarthTech ,rgoni_ ;:, -:i _ JOHNSON na. n 1 "+ HDP -37 15 Total Project Earthwork Total Project Cut = 14,039 CY Total Project FIII + 30X - 142,042 CY Class LO Unsuitable Cut (Topsoil Stripping) = 6,940 CY Total Borrow = 121,063 CY Total Project Cut + Borrow : 142,042 CY (628)- -71 -52 T.03 �z L r,_.'.H I C'; 1111 TE ''1 0EarthTech .. Ua L­'M 7 , RING ADD COVER: SURFACE FOR IMPROVED — (SEE PLAN OR SPECIFICATIONS) OR MOWED AREAS SURFACE FOR UNIMPROVED AREAS. NOT A(OWED z ---- - - - - -- ADJUSTING RINGS - SEE SPECIFICATION s� mL —PRECAST CONS. FLAT TOP OR PRECAST f';27 _- SHORT CONE SECTION MEETING hASHTO IIS -ZO LOADING REOUIRElAENTS -5" NON. PRECAST UTILITY ACCESS SECTION D 48" PAIN. DIA. CONCRETE BASE PRECAST i — 612>:. f 11 OR POURED IN PLACE WITH T 'SFF -APJ F " 4 0 12" ON CENTER CONCRETE BOTH WAYS. ''. SHAPED — INVERT I � D CONCRETE BASE PRECAST i K OR POURED IN PLACE WITH T °� " 4 0 12" ON CENTER BOTH WAYS. -3° PENETRATION } — ELIDED 3" UNDISTURBED SOIL— _SECTION (UNLESS BASE IS PRECAST) �11 I'_nE5 t eg 5 4 1 — *DP A�Dt Ip11A; ❑FI .. ?ATIO _ IA111= 1011.1 IF 1, ICNES 111CRFT- CAF E FE"Nr. - 0& CIRCULAR ML C TABLE I 2 Iansio4__ . v 0 Hr TYPE "M -AI' UTILITY ACCESS (STORM SEWER) FIGURE: SHEET I OF I DATE: 01-01-98 — JOHNSON — HDP- 3715(628)- -71 -52 °` It " "F- :f4." II. °PCB z SURFACE FOR UNIMPROVED AREAS, NOT MOWED j6. I - -- STO. RING 8 COVER - SEE PLANS OR SPECIFICATIONS _ - - -__ SURFACE FOR IMPROVED OR lPOWED AREAS _ - ADJ. RINGS _ r PRECAST SHORT CONE SECTION 27 . ONE OR lNORE :PRECAST CONIC. UTILITY ACCESS _.�. SECTIONS. A 48" MIN °5x4' -0 "(FIELD °5 HOOP BENDW I'-0 "O.C. PERIL WALLS. o z • • 36" •I • ° x I � I P� I. I I, •I I� N+ M •� • o • I i f; 4� U 0 0 1 J - --1 i i 1 VARIABLE SECTION A -A O'3 o V' • i 84" t 78' II7" t 110" 66" 103" 60" 2-'50 � I • FIELD BEND ITYP.) 1 r 42" _ 75" 36" — 68" • '_ »Sx N01- 0 "O.C. EA. FACE (5 _ - PERT. WALLS 44" 12'OR LESS O 5 HOOPS--- •_• J v �' O'3 o V' TOP SLAB REINFORCING 2" 5 0 9 O.C. EX - TYP. - -- 1 --i ^5 HOOP \_l 5 HOOPS EACH WAY 0 C EACH FACE BOTTOM SLAB REINFORCING °s 0 1' -0" O.C. E.W. T f� HOOPS LAIN. INSIDE DIM. FOR CORR. SIDE 84" 124" 78' II7" 72" 110" 66" 103" 60" • i iI fl' C -.� 48" 82" 42" _ 75" 36" — 68" 1 61" 24 (5 B" 47" 0 44" 12'OR LESS 40" TOP SLAB REINFORCING 2" 5 0 9 O.C. EX - TYP. - -- 1 --i ^5 HOOP \_l 5 HOOPS EACH WAY 0 C EACH FACE BOTTOM SLAB REINFORCING °s 0 1' -0" O.C. E.W. T f� HOOPS ,1Y I =� -5 0 U -0" O.C. E.W. EACH FACE I I < CONCRETE BEVELED 2"x 4" J �• FILL,� - -. KEYWAY(TYP.) _ rte}- •' • � i o �.5 0 P -0 "C -C EACH WAY 4" 1'-0 I 40 MIN. -0' 4" NOTE: r VARIABLE . PRECAST SECTIONS AND SHORT CONE No A SECTION OPTIONAL WHERE UTILITY ACCESS DEPTHS PERMIT. SECTION B -B PIPE SIZE INSIDE DIM LAIN. INSIDE DIM. FOR CORR. SIDE 84" 124" 78' II7" 72" 110" 66" 103" 60" 96" 54" 89" 48" 82" 42" _ 75" 36" — 68" 30" 61" 24 54" B" 47" 0 44" 12'OR LESS 40" 5 HOOPS--- O Ir -0i I 0�40R0 J v WE. SHORT WALL BARS: RUN. UTILITY ACCESS SIZE ,1Y I =� -5 0 U -0" O.C. E.W. EACH FACE I I < CONCRETE BEVELED 2"x 4" J �• FILL,� - -. KEYWAY(TYP.) _ rte}- •' • � i o �.5 0 P -0 "C -C EACH WAY 4" 1'-0 I 40 MIN. -0' 4" NOTE: r VARIABLE . PRECAST SECTIONS AND SHORT CONE No A SECTION OPTIONAL WHERE UTILITY ACCESS DEPTHS PERMIT. SECTION B -B PIPE SIZE INSIDE DIM LAIN. INSIDE DIM. FOR CORR. SIDE 84" 124" 78' II7" 72" 110" 66" 103" 60" 96" 54" 89" 48" 82" 42" _ 75" 36" — 68" 30" 61" 24 54" B" 47" 15" 44" 12'OR LESS 40" NONE 4O "Sx ", @ I'- 0 "O.C. WALL LENGTH - 4" PLAN 1 10/19/04 I FOR ADDITIOAL DETAILS SEE SHEETS 2 9 3. PC EE TE 1 3r TYPE "M -D" UTILITY ACCESS (STORM SEWER( F( GURE; REV, TYPE _'M-D` UTILITY ACCESS !STORM SEWER) FIGURE: 2 OF 3 FIGURE. ,EV. 01 -01 -98 SHEET OF 3 DATE: 01 -01 -98 _ DATE: DATE 98 E� TYPE M O" UTILITY ACCESS (STORM SEWER) SHEET 3 OF 3 -_ H -E.i4D TE EarthTech . JOHNSON nvr r 11141 HDP- 3715(628) - -7 g99 E �w V� 0 o� �E 4'-0" 8" r Y v I 6I@ I 'E' Joint % FLOW LOCATION STATION r ti Edge to %" Radius 'EE' Joint Existing Pavement Joint 8" 8" Beam Standard Road Plan RA -55 Type 1 Frame and Cover 4t1 Typ O.D. + 1'-0" 2'-0" Min, on Grade 4' -0" Min. at Low Point — — —'E' Joint ar I � 'B' Joint Existing Pavement Joint 15' -4" Min., 20' -0" Max. PLAN VIEW g" O.D. Top\ 4t2 Normal Slooe r 1�" Clear 4ti = 14%„ Optional Joint - - - - - • Form Normal 2' -6" Min. 1'-6" Joint 2'-6" Face of Standard Curb INSERT DETAIL Ql 2:1 Slope (Horizontal : Vertical) N 60 `O N 6d3 N `O 5wl 5w1_TJ BENT BAR DETAILS I • IExisting Pavement Keyed Jo (should n extend o front we of box) 2�" --� � 2 lt "-yz„ i �1 �2„ I KEYED CONSTRUCTION JOINT DETAIL GENERAL NOTES: This detail sheet shall be used when RCP pipe sizes are in excdss;of 36" diameter and less than or equal to 54' diameter Horizontal dimensions will vary according to pipe sizes. ? i x " `� { , . . 7 This detail illustrates the construction and installation of a_double unit curb intake for use with storm sewer located bgbmd the back of CUdb? All reinforcing bars shall be ASTM A 615, Grade 60. Precast concrete units with these dimensions may by utilized. The Contractor shall be responsible for any additional reinforcement necessary to prevent cracking during transportation and installation. Dimensions shown hereon are for the construction of a 6 -inch Standard Curb as a part of the pavement. Modifications may be made to conform to other curb shapes and intake designs when necessary, subject to the approval of the Engineer. If unit is cast in place, storm sewer pipe shall be installed before intake sidewall construction is started. Sidewalls shall be constructed as Indicated Is with openings for storm sewer pipe(s) smoothly shaped and inlet pipe(s) not projecting unnecessarily into well. Outlet pipe(s) shall not project beyond inside face of sidewall. Storm sewer pipe locations shown hereon are typical. Refer to detail project plans for exact locations. A concrete fillet shall be placed in the bottom of the intake approximately as Indicated. Special shaping of this fillet is required to provide a smooth channel through the intake. Top surface of the fillet shall slope at a rate of approximately 12:1 (Horizontal: Vertical) toward the channel. - Insert area shall be included with the quantities for either concrete i pavement or curb and gutter (only when curb and gutter is being added to existing pavement). Special shaping of insert area shall be included with - - price bid for intake. Concrete for insert area may be either'Intake' or 'Pavement. Finish of the insert area shall be the same as for the pavement. ISOMETRIC VIEW Finish of the intake top or any exposed portion shall be as required for INTAKE WELL, WALLS AND TOP "Structural Concrete" in the current Standard Specifications. Trowel smooth and place subgrade paper to prevent bond. Variable ¶ I —s Beam -s� 6d2 (Sides) 4'O" Min. 5d1 I = = = = =— -- - -- --= 6d3 (Ends) 16' -0" Max. Possible 5w1 Special Outlet Shaping B I — Possible Note: Field Cut 60, 6d & 5d Bars Pipe Channel inlet I Inlet Pipe 2" Clear of Pipe Openings. 5d1 (Sides & Ends) I r= i i outlet Elev.� I Bottom Well - Elevation �6b3 6b3�6b3� 2 " Clear O.D. + 1'-0' 561 6„ O.D. + 2'-4" SECTION A —A ENGLISH IOwA OIT I DESIGN TEAM ) FarthTPrh �tyco kere,nxwuar am B" 5b2 Base 12�" 2„ 4" 2" SECTION B —B CENTER BEAM Placing sequence: 1. Base; 2. Walls; 3. Insert; 4. Top REINFORCING BAR LIST MARK SIZE LOCATION SHAPE NO. LENGTH SPACING 561 5 Base 19 O.D. + 2'-0' 6" 5b2 5 Base — -Vanes 9 -0" 6" 6b3 6 Base I— varies 4' -4" 6" 5w1 5 Beam r-1 2 O.D. + 5' -8 4" 4t1 4 Top 9 9' -0" See Detail 4t2 4 To 9 O.D. + 1' -6" 12" 40 4 To 16 O.D. - (1'-2 "1 6" 411 4 Insert 4 14' -4" 15' Insert 19'-4" 20' Insert 5di 5 Wall Varies Yarles 6" 6d2 6 Wall t—� Varies 10' -10" 6" 6d3 6 Wall t� Varies 1 3'-10" 6" COUNTY I PROJECT NUMSER Joints in pavement adjacent to intake shall be as shown on Standard Road Plans RH -50, RH -51, and RH -52. Joint locations shall be as indicated except where specifically modified by other plan drawings or by the Engineer Price bid for "Intake, Modified RA 43" shall include: A. All necessary excavation and backfill. B. Satisfactory connection to new or existing storm sewer as per detail plans. Connections to precast units shall be grouted. C. Furnishing all materials and constructing insert as detailed. D. Furnishing all materials and constructing Intake as detailed. MODIFIED RA -43 INTAKE SHEET RP48ER U.03 SUMMARY OF REINFORCING STEEL LOCATION QUANTITY WEIGHT 12'x10' STD. HDWL. 150 SKEW (2 REO'D) 2 AT 5610 11,220 23' -0 END SECTION (I REO'01 I AT 6499 6499 16' -0 END SECTION (I REO'D) I AT 4521 4521 38' -0 BARREL SECTION (2 REO'D) 2 AT 10,738 21,476 STD. BELL JOINTS (3 REO'D) 3 AT 1126 3378 AT 6.0 23.5 38' -0 BARREL SECTION (2 REO'D) 2 AT 18.9 = 37.8 2 AT 22.6 = 45.2 2 AT 14.1= 28.2 111.2 STD. BELL JOINTS 0 REO'D) 3 AT 3.2 = 9.6 3 AT 2.8 = 8.4 3 AT 2.7 = 8.1 26.1 74 GRANULAR BEDDING C.Y. 264.0 TOTAL (LBSI 47,094 CONCRETE PLACEMENT QUANTITIES LOCATION FOOTING WALLS SLAB TOTAL 12'x10' STD. HOWL. 150 SKEW (2 REO'D) 2 AT 32.2 = 64.4 2 AT 14.1 = 28.2 *2 AT 1,7 = 3.4 96.0 23' -0 END SECTION (I REO'D) I AT 11.5 1 AT 13.7 1 AT 8.6 33.8 16'-0 END SECTION (I REO'D) I AT 8.0 1 AT 9.5 AT 6.0 23.5 38' -0 BARREL SECTION (2 REO'D) 2 AT 18.9 = 37.8 2 AT 22.6 = 45.2 2 AT 14.1= 28.2 111.2 STD. BELL JOINTS 0 REO'D) 3 AT 3.2 = 9.6 3 AT 2.8 = 8.4 3 AT 2.7 = 8.1 26.1 74 GRANULAR BEDDING C.Y. 264.0 TOTAL - (C.Y.) 131.3 1 105.0 54.3 1 290.6 t INCLUDES PARAPET AND TOP OF WINGWALL. ESTIMATED CULVERT QUANTITIES ITEM NO. ITEM UNITS QUANTITY AS BUILT QUANTITY 21 EXCAVATION CLASS 20 C.Y. 715.0 `w�� •:�Zssa 22 STRUCTURAL CONCRETE (RCB CULVERT) C.Y. 290.6 THOMAS J. CUM Date 23 REINFORCING STEEL LB. 47 094.0 24 STEEL PIPE PEDESTRIAN HAND RAILING L.F. 156.7 V.01 - V.12 51 ENGINEERING FABRIC S.Y. 457.0 74 GRANULAR BEDDING C.Y. 264.0 ITEM NO. ESTIMATE REFERENCE INFORMATION GENERAL NOTES IT IS THE INTENT OF THIS DESIGN TO CONSTRUCT A 12'x 10'x 115'-0 REINFORCED CONCRETE BOX CULVERT. THE PROPOSED CAST -IN -PLACE CONCRETE CULVERT IS DESIGNED FOR HS20 -44 LIVE LOAD AND EARTH FILLS OF 4'-8. UTILITY COMPANIES AND MUNICIPALITIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR ARE KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS, SHALL BE NOTIFIED BY THE CONTRACTOR OF THE CONSTRUCTION STARTING DATE. ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION, THE CLASS 20 EXCAVATION QUANTITY IS BASED ON THE ASSUMPTION THAT AT THE START OF CULVERT CONSTRUCTION, THE EXISTING GROUNDLINE SHOWN ON THE 'LONGITUDINAL SECTION ALONG CL CULVERT" HAS REMAINED UNDISTURBED AND NO ROADWAY FILL HAS BEEN PLACED. EXCESS CLASS 20 EXCAVATION MATERIAL SUITABLE FOR BACKFILLING SHALL BE STOCKPILED AT THE CONSTRUCTION SITE,AS DIRECTED BY THE ENGINEER. CLASS 20 EXCAVATION MATERIAL UNSUITABLE FOR BACKFILLING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE SITE. FOR NOTES ON GRANULAR BEDDING MATERIAL AND ENGINEERING FABRIC, SEE SHEET V.03. WHEN DE-WATERING PRESENTS A PROBLEM FOR PLACING THE HEADWALL CURTAIN WALLS AS DETAILED, ALTERNATE METHODS SUCH AS STEEL SHEET PILE AND PRECAST CONCRETE WALLS MAY BE APPROVED BUT AT NO ADDITIONAL COST. THE CULVERT CONTRACTOR IS TO SUBMIT TO THE ENGINEER FOR APPROVAL COMPLETE DRAWINGS OF THE PROPOSED CURTAIN WALL ALTERNATE BEFORE BEGINNING CONSTRUCTION. ALL CALCULATIONS AND DRAWINGS SHALL BE CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF IOWA. ALL DIMENSIONS IN FEET AND INCHES UNLESS OTHERWISE NOTED OR SHOWN. ALL ELEVATIONS ON THESE PLANS SHOWN IN FEET. ALL STATIONS SHOWN IN FEET. 21 INCLUDES CLASS 20 EXCAVATION FOR PLACEMENT OF GRANULAR BEDDING AND FOR CONSTRUCTION OF CULVERT BARREL AND HEADWALLS. INCLUDES ALL DEWATERING NECESSARY TO KEEP THE GRANULAR BEDDING DRY. DOES NOT INCLUDE EXCAVATION FOR RIPRAP AT INLET AND OUTLET HEADWALL. SEE SECTION 2402 OF THE IDOT SPECIFICATIONS. 22 ALL STRUCTURAL CONCRETE TO BE CLASS 'C ". INCLUDES PREFORMED EXPANSION JOINT FILLER AT BELL JOINTS. SEE SECTION 2403 OF THE IDOT SPECIFICATIONS. 23 SEE SECTION 4151 OF THE IDOT SPECIFICATIONS. 24 REQUIRED ON INLET AND OUTLET HEADWALLS. SEE SHEETS V.11 & V.12 AND SECTION 2414 OF THE [DOT SPECIFICATIONS. 51 INCLUDES FABRIC UNDER GRANULAR BEDDING MATERIAL ONLY. SEE SECTION 4196 OF THE IDOT SPECIFICATIONS. 74 REQUIRED UNDER CULVERT BARREL AND HEADWALLS, SEE SHEET V.03. DESIGN TEAM CULVERT NOTES : FOR VERTICAL LOADS THE WEIGHT OF EARTH IS ASSUMEO AS 140 pcf. Z = 170 FOR CRACK CONTROL. LATERAL EARTH LOADS EQUIVALENT FLUID PRESSURE IS ASSUMED Aj36'ps9 /FT,., METAL BAR CHAIRS SPACED AT NOT OVER 3' -0 C-C IN EITHER DIRECTION -.! ARE TO BE USED TO SUPPORT ALL SLAB AND FLOOR STEEL AS OUTLINED 'IN.1. THE STANDARD SPECIFICATIONS (ARTICLE 2404.07). THE CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR'EOGE OF END OF REINFORCING BAR SHALL BE 2' UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL IS TO BE SECURELY WIRED IN PLACE BEFORE THE CONCRETE IS POURED (ARTICLE 2404.06). FLOOR OF BARREL IS TO BE FINISHED SMOOTH. SIDES OF FOOTIN0 ARFI TO BE FORMED TO INSURE CORRECT LINE AND GRADE. ALL EXPOSED CORNERS SO OR SHARPER TO BE F ILLEVED' WITH A : "� +, , DRESSED AND BEVELED STRIP. THE REINFORCEMENT SUPPLIED FOR THIS STRUCTURE SHALL BE GRADE 60 REINFORCEMENT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE DESIGN STRESSES ARE BASED ON 60 GRADE REINFORCEMENT. THE VERTICAL BARS IN THE WALLS MAY BE SPLICED ABOVE THE FOOTING AT THE CONTRACTOR'S OPTION AS FOLLOWS: BAR SIZE NUMBER 4 5 6 7 8 MINIMUM SPLICE LENGTH 21' 26' 31' 43" 55" THIS SPLICE, IF USED WILL BE AT THE CONTRACTOR'S EXPENSE. REINFORCING BAR CLEARANCES WILL BE AS FOLLOWS: EDGE CLEARANCES: 2'EXCEPT TOP OF FLOOR 2:" TO NEAR TRANSV. REINF. BAR BOTTOM OF FLOOR 3 }' TO NEAR TRANSV. REINF. BAR END CLEARANCES: VERTICAL TOP 2' VERTICAL BOTTOM 3' TRANSVERSE 2" ALL CONSTRUCTION JOINTS SHALL BE FORMED WITH A BEVELED KEYWAY EXCEPT AT BELL JOINTS. ALL BEVELED KEYWAYS SHALL BE CENTERED. KEYWAY SIZE SHALL BE 2 x 4. SPECIFICATIONS: OESIGN:AASHTO SERIES OF 1983,EXCEPT AS MODIFIED IN THE FIRST TWO NOTES ABOVE. CONSTRUCTION: STANDARD SPECIFICATIONS OF THE IOWA DEPARTMENT OF TRANSPORTATION SPECIFICATION, CURRENT SERIES, PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS. DESIGN STRESSES: DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES,SERIES OF 1983. REINFORCING STEEL IN ACCORDANCE WITH SECTION B,GRADE 60. CONCRETE IN ACCORDANCE WITH SECTION B, f'c = 3,500 PSI. POLLUTION PREVENTIO7PLAN REFER TO SHEETS CAN & TRAFFIC CONTROL AND CONSTRUCTION STAGING PLANS REFER TO SHEET J.01 DESIGN FOR 150 (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT GENERAL NOTES AND QUANTITIES STA. 881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. I OF 12 FILE N0, DESIGN W. JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V,OI i hereby certify that this Engineering document was prepared by me or under my direct personal superwlslou and that a °N FESSlO4w I am a duly Licensed Professional Engineer ,e�FO: ••,••....4, under the laws of the State of Iowa. `w�� •:�Zssa ',A €Ii THOAA$1. :c Q l.LA, 4/V6 0-7_ _ 5 1179151 j� t THOMAS J. CUM Date ' �'• ' �i' 4j`'= License number 17951 • " °••• {?F` M I icense renewal dale is December 31,2007 Y Pages or sheets covered by this seal: V.01 - V.12 POLLUTION PREVENTIO7PLAN REFER TO SHEETS CAN & TRAFFIC CONTROL AND CONSTRUCTION STAGING PLANS REFER TO SHEET J.01 DESIGN FOR 150 (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT GENERAL NOTES AND QUANTITIES STA. 881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. I OF 12 FILE N0, DESIGN W. JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V,OI BENCH MARK N0. 7 660 DESIGN FILL HEIGHT - 4'-8 SPIKE N. SIDE OF POWER POLE /TRANSFORMER AT N. SIDE PROPOSED lACCOLLISTER BLVD. �l 660 ENT. TO BOWLING ALLEY W. SIDE OF HWY. 921, EL. 652.17 I WORKING PT. STA. BBI +1916 - NAII,INGS, SHALL NOT BE PLACED UNTIL „S,ETT4ElIENT___ VIORKING PT. STA. BBO +89J5 P/G EL. - 647.20 EL. 648.27 � � � HAS OCCURRED; SEE SHEET N0. V.12. 650 EL. 647.76 l p FMAL SLOPE AFTER SETTLEMENT HAS, OCCUREO._ _ _ - _ _ - 650 VPI STA. 880 +60.0 EXISTING ._ ' 640 GROUND PROPOSED GRADE 64O CL - i 2'-0 CLASS E REVETMENT WITH ENGINEERING FABRIC 80' 630 o.7e9 %e - 630 0.500% LTOOX 620 2' -0 CLASS E REVETMENT \ IPT 63620 620 ..I FILE GRADE - -- YNTH.ENGINEERING. .._ - -- ...._... ....._ ...... .. IPT, NO. 71 ... _.. ..... .... - -. ........ PRO EL. 631.80 - EL. 632.00* -DL. 632.80* EL. 632.50* EL. 632.208 EL. 631.36# L 610 FT. NO. II IPT. N0. 2) (PT. NO. 3) FT. NO. 4) (PT, NO. 5) (PT. NO. 6) 610 2'-0 GRANULAR BEDDING UNDER CULVERT * NOTE: , LONGITUDINAL SECT 10 N ALONG CULVERT AMID HEADWALLS, SEE SHT. NO. V.03 FOR BELL JOINT AND HEADWALL ELEVATIONS SHOWN ��__ ANTICIPATED SETTLEMENT = 12" - CAMBER REQUIRED # DETAILS. ARE ESTIMATED, dN0 MUST BE CONFIRMED AT �. PROPOSED _ RIVERSIDE _ _ _ _ TIME OF CONSTRUCTION BASED ON SETTLEMENT I MCCOLLISTER BLVD. l - - � - �"- CONNEC710N _� •ply -3ruv 1 I I _ IO'-Q, 12-0 20' -6 201-6 16' -0 6' -0 2% 27. 27 I 7 - I / I 1 STANDARD 150 HEADWALL ! / LIMITS OF RIPRAP Do -'- - STA. 880 +83.68, 0 \ 114.73' LT. 1) DESIGN TEAM 1A LIMITS OF RIPRAPa - STA. 880 +42.40, 100.36' LT. 4.881 +05.00 � MCCOLLISTER BLVD. PROPOSED 12' x 10' x 115' -0 REINFORCED VCRETE BOX CULVERT 2' -0 �J P I I I I / I 3:1 I MCCOLLISTER BLVI 0 -0 I� 31 1 Do I' Go fill I SITUATION PLAN ZG -` 64 / \ LIMITS OF RIP RAP" STA. 881+47.33 116.40' RT. 7 -_ - LIMITS OF RIPRAP STA. 881 - 16.04, 120.17' FIT. STANDARD 150 HEADWALL POINT NO. ESTIMATED INITIAL F.L. ELEVATIONS AT TIME OF CONSTRUCTION FINAL F.L. ELEVATIONS AFTER SETTLEMENT I 631,80 631.80 2 632.00 631.80 3 632.80 631.80 4 632.50 631.50 5 632.20 631.20 6 631.36 631.20 7 631.20 631.20 C TYPICAL APPROACH SECTION CURVE DATA HYDRAULIC DATA A = 59 °25'48.80' DRAINAGE AREA= 4.69 M12 0 = 7 050'55.45° STREAM SLOPE= 14.3 FT. /MI. T = 416.640' 0 p = 292.0 CFS L = 757.195' STAGE = 638.64 E = 110.529' R = 730' 0 50 = 416.0 CFS P.I. = 878 +05.851 STAGE = 641.38 P.C. = 873 +89.211 O ma = 481.0 CFS P.T. = 881 +46.406 STAGE= 642.39 0500= 618.0 CFS STAGE= 643.98 TRAFFIC DATA LOCATION 2004 AAOT 5300 V.P.O. T 79 N R 6 W 2025 AAOT 6700 V.P.O. SECTION 21 2025 OHV 670 V.P.H. WEST LUCAS TOWNSHIP JOHNSON COUNTY DESIGN FOR 15° (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT SITUATION PLAN STA. 881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 2 OF 12 FILE N0. DESIGN N0. JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 1 SHEET NUMBER V,02 TYPICAL BELL JOINT ENGINEERING FABRIC COMPACTED GRANULAR BEDDING WITH ENGINEERING FABRIC TYPICAL GRANULAR BEDDING AT BELL JOINT PERMISSIBLE CONSTRUCTION JOINT - -� RCB ING FABRIC END OF ENGINEERING FABRIC, TYP. ION LINE / J1 2'-0 COMPACTED GRANULAR BEDDING WITH ENGINEERING FABRIC UNDER CULVERT AND HEADWALLS. TYPICAL CAST -IN -PLACE BARREL SECTION ENGINEERING FABRIC NOTES THE ENGINEERING FABRIC PLACED BENEATH GRANULAR BEDDING SHALL BE IN ACCORDANCE WITH SECTION 4196.01C OF THE SPECIFICATIONS. GRANULAR BEDDING NOTES GRANULAR BEDDING SHALL BE PLACED TO THE DEPTH AND LIMITS SHORN UNDER ALL SEGMENTS OF THE 12'X10' REINFORCED CONCRETE BOX CULVERT, INLET HEADWAI_Ej(AND DBILET''.! HEADWALL. THE GRANULAR BEDDING MATERIAL SHALL CONFORM TO THE FOLLOWING PAIPAGRAFHSI THE AGGREGATES SHALL CONSIST OF BOTH FINE AND COARSE FRAGMENTS, OF CRUSHED STONE, CRUSHED SLAG, CRUSHED CONCRETE,OR CRUSHED GRAVEL MIXED OR 8LEN00w ITH SAND SCREENINGS,OR OTHER SIMILAR APPROVED MATERIALS, THE CRUSHED �TOK, SHALL CONSIST: ` OF HARD, DURABLE PARTICLES OR FRAGMENTS OF STONE AND SHALL k 'FREE IFROM E CESS, FEAT -,\ ELONGATED, SOFT OR DISINTEGRATED PIECES, DIRT, OR OTHER OBJECTIONABLE MATTER. THE CRUSHED SLAG SHALL BE AIR-COOLED, BLAST FURNACE SLAG AND SHALL CONSIST OF ANGULAR FRAGMENTS REASONABLY UNIFORM IN DENSITY AND QUALITY AND SHALL BE REASONABLY FREE FROM THIN, ELONGATED, OR SOFT PIECES, DIRT, AND OTHER OBJECTIONABLE MATTER. IT SHALL WEIGH NOT LESS THAN 70 POUNDS PER CUBIC FOOT AS DETERMINED BY ASTM C 29. THE CRUSHED GRAVEL SHALL CONSIST OF HARD, DURABLE STONES, ROCK, AND BOULDERS CRUSHED TO SPECIFIC SIZE AND SHALL BE FREE FROM EXCESS FLAT, ELONGATED, SOFT OR DISINTEGRATED PIECES.DIRT,OR OTHER OBJECTIONABLE MATTER. THE METHOD USED IN PRODUCTION OF CRUSHED GRAVEL SHALL BE SUCH THAT THE FRACTURED PARTICLES OCCURING IN THE FINISHED PRODUCT SHALL BE AS NEARLY CONSTANT AND UNIFORM AS PRACTICABLE AND SHALL RESULT IN AT LEAST THE SPECIFIED PERCENTAGE OF MATERIAL RETAINED ON THE } INCH SIEVE HAVING ONE OR MORE FRACTURED FACES. IF NECESSARY TO MEET THIS REQUIREMENT OR TO ELIMINATE AN EXCESS OF FINE, UNCRUSHEO PARTICLES, THE GRAVEL SHALL BE SCREENED BEFORE CRUSHING. ALL STONES, ROCKS, AND BOULDERS OF INFERIOR QUALITY IN THE PIT SHALL BE WASTED. THE CRUSHED COURSE AGGREGATE SHALL HAVE A PERCENT OF WEAR NOT MORE THAN 50 AT 500 REVOLUTIONS AS DETERMINED BY ASTM C 131. ALL MATERIAL PASSING THE 2' INCH SIEVE PRODUCED IN THE CRUSHING OPERATION OF EITHER STONE, SLAG, OR GRAVEL SHALL BE INCORPORATED IN THE BASE MATERIAL TO THE EXTENT PERMITTED BY THE GRADATION REQUIREMENTS. THE GRADATION OF THE CRUSHED MATERIAL SHALL MEET THE REQUIREMENTS OF THE GRADATIONS GIVEN IN THE TABLE BELOW WHEN TESTED IN ACCORDANCE WITH ASTM C 117 AND C 136. REQUIREMENTS FOR GRADATION OF AGGREGATE SIEVE DESIGNATION PERCENTAGE BY WEIGHT PASSING SIEVES 2 INCH 100 121 INCH 80 - 90 I INCH 40 - 60 i INCH 20 - 50 } INCH 5 - 15 e INCH 0 - 5 THE GRADATIONS IN THE TABLE REPRESENT THE LIMITS WHICH SHALL DETERMINE SUITA81LITY OF AGGREGATE FOR USE FROM THE SOURCES OF SUPPLY. THE FINAL GRADATIONS DECIDED ON WITHIN THE LIMITS DESIGNATED IN THE TABLE SHALL BE WELL GRADED FROM COURSE TO FINE AND SHALL NOT VARY FROM THE LOW LIMIT ON ONE SIEVE TO THE HIGH LIMIT ON THE ADJACENT SIEVES,OR VICE VERSA. THE GRANULAR BEDDING MATERIAL THAT IS CORRECTLY PROPORTIONED, OR HAS BEEN PROCESSED IN A PLANT, SHALL BE PLACED ON THE PREPARED UNDERLYING COURSE, ON TOP OF THE ENGINEERING FABRIC, AND COMPACTED IN LAYERS NOT TO EXCEED 6 INCHES IN THICKNESS. THE DEPOSITING AND SPREADING OF THE MATERIAL SHALL COMMENCE WHERE DESIGNATED AND SHALL PROGRESS CONTINUOUSLY WITHOUT BREAKS. THE MATERIAL SHALL BE DEPOSITED AND SPREAD IN LANES IN A UNIFORM LAYER AND WITHOUT SEGREGATION OF SIZE TO SUCH LOOSE DEPTH THAT, WHEN COMPACTED, THE LAYER SHALL HAVE THE REQUIRED THICKNESS. IMMEDIATELY UPON COMPLETION OF THE SPREADING OPERATIONS, THE GRANULAR BEDDING SHALL RE THOROUGHLY COMPACTED. THE NUMBER, TYPE, AND WEIGHT OF ROLLERS SHALL BE SUFFICIENT TO COMPACT THE MATERIAL TO 95X OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DENSITY VALUE (ASTM D 698). DESIGN FOR 150 (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT TYPICAL BARREL CROSS SECTIONS STA, 881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION LESION SHEET N0. 3 OF 12 FILE NO. DESIGN NO. I DESIGN TEAM r) EarthTech - JOHNSON COUNTY I PROJECT NUMBER HDP- 3715(628)- -71 -52 1 SHEET NUMBER V,03 DIMENSIONS AND QUANTITIES FOR 12' x 10' BARREL SECTIONS BAR LIST DUAtmnES DD1EN$IONS "428 f1 f2 kl MI k2 m2 CONCRETE YD3 /FT STEEL S H A B C D E SP IZE SP N0. IZE CONSTRUCTION JOINT SP N ND. IZE SP tm. RE SP i♦D. IZE SP L 512E SP L RE SP L h v IZE SP L h v SLAB FLOOR WALLS TOTAL lBS /FT 12 10 B 10.5 10 9 3 4 12 II 4 14 14 6 4 12 13 4 14 6 9 R 13'-4 8 9 U' -10 1 9 R'-0 3'-4 4' -B 7 S'- T2 "11 f– Y14, T -T .372 .498 I 594 1.464 282.58 0=5d J- "h m2 & k2 NOTE: ALL DIMENSIONS ARE OUT TO OUT. D _ PW DIAMETER. DESIGN FOR 150 (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT BOX CULVERT DETAILS _ STA.881r05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 4 Of 12 FILE N0. DESIGN NO. DESIGN TEAM EarthTech _ JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V,04 { SP i SP ml BARS VAR. PERMISSIBLE E E SP CONSTRUCTION JOINT SP SP ypq, : m2 BARS 3 el k2 —. kl 4e2 401 VAR. I a1 BARS 3 1 c " u �.b ... o. °. < • > ! 4P BARS , 4e 3 0 yet . } m2 \ ml BARS SP a E -0 C.C. 6 ` \' BARS el FLOOR ••, y o' e v s al FLOOR CUT ENDS & RELOCATE, kI BARS; I' -0 mIBARS TO EXTEND RED HEADWALL APRON SP a 1' -0 C.C. ° SLAB 3 6 BARS 4fl n SLAB ml— — — — — _ — — — — — _ .— _ — — — — — _ — — — SP I kI OARS i SP VAR. ; 4i , ; 41, m2 N 4f2 ° SP 3 k1& k2 BARS 3 VAR. k2 BARS 3 3 a1 BARS VAR, al BARS BARREL SECTION PLAN - SKEW TYPICAL STANDARD SECTION PLAN VIEW (BELL JOINT NOT SHOWN ) (BELL JOINT NOT SHOWN 1 NOTE :ALL LONGITUDINAL BARREL STEEL SHALL EXTEND AT LEAST TO THE BACKFACE OF PARAPET. 0=5d J- "h m2 & k2 NOTE: ALL DIMENSIONS ARE OUT TO OUT. D _ PW DIAMETER. DESIGN FOR 150 (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT BOX CULVERT DETAILS _ STA.881r05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. 4 Of 12 FILE N0. DESIGN NO. DESIGN TEAM EarthTech _ JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V,04 PLAN VIEW x I 4 I r� ij DIMENSION TABLE DESIGN FOR 150 (R.A.)SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED NOTES: CONCRETE BOX CULVERT I. SEE SHEET NO. V.01 FOR GENERAL INFORMATION, SPECIFICATIONS, AND DESIGN STRESSES. FLARED WING HEADWALL DETAILS 2. FOR TABULATED DIMENSIONS NOT SHOWN IN "PLAN VIEW' ON THIS SHEET, SEE SHEET NOS. V.06 & V.07. 3. SEE SHEET NO. V.OB FOR HEADWALL NOTES. STA. 881r05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION IDES IGN SHEET 140. 5 OF IZ FILE N0. DESIGN N0. DESIGN TEAM ` EarthTech JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V.05 PLAN VIEW - TOP OF APRON REINFORCING BARS PLAN END OF WING I =.. PLAN VIEW - BOTTOM OF APRON REINFORCING BARS T nv j M1 U PERMISSIBLE CONSTRUCTION JOINT F 5tl BEVELED 2xG KEYWAY L : 60 s u h CL. 2, CL. 4 SECTION NOTE : FOR DNENS0 TABLE SEE SHEET NO. V.05. i DESIGN FOR 15" (R.A.)SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT FLARED WING HEADWALL DETAILS CURTAIN WALL DETAILS STA.881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION IDES ON SHEET NO. 6 OF 12 FILE N0. DESIGN W. DESIGN TEAM EarthTech JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 1 SHEET NUMBER V.06 6s3 6s5 4b B.FJI SG B.F.V DESIGN TEAM TYPICAL VIEW - FRONT FACE REINFORCING SHORT WINGWALL TYPICAL VIEW - BACK FACE REINFORCING SHORT WINGWALL TYPICAL SECTION - NEAR CENTER OF APRON BEVELED KEYWAY TYPICAL VIEW - FRONT FACE REINFORCING LONG WINGWALL TYPICAL VIEW - BACK FACE REINFORCING LONG WINGWALL TOP OF PARAPET TOP OF PARAPET 4 a. 6; TOP Of OPENING °s PERMISSIOLE "ALTERNATE CONSTRUCTION JOINT TOP OF OPENING CONSTRUCTION JOINT TOP OF WINGWALL DETAILS NOTES : I. TWO 4G3 BARS - LONG WINGWALL, ONE 46 BAR - SHORT WINGWALL. 2. TWO 5G9 BARS - LONG WINGWALL, ONE SG9 BAR - SHORT WINGWALL. 3.FOR DIMENSION TABLE SEE SHEET NO.V.05. JOHNSON COUNTY I PROJECT NUMBER SECTION THRU PARAPET DESIGN FOR 15" (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT FLARED WING HEADWALL DETAILS STA.881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2001 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. i OF 12 FILE N0. DESIGN NO. HDP- 3715(628)- -71 -52 I SHEET NUMBER V,07 BILL OF REINFORCING FOR ONE HEADWALL 150 SKEW LOCATION SHAPE BAR 12' X ID' NO. LENGTH WT. WINGWALL, B.FH. L 4b1 1 1 38' -3 1 26 WINGWALL, B. F.H. s 4b2 1 33' -10 27 WNGWALL, BFH. L 40 VAR 12' -0 i0 36'-8 132 WINGWALL, B.F.H. s 41L4 VAR IP -3 i0 32'-3 116 WINGWALL, F.F.H. L 5b5 1 38' -3 40 WINGWALL, F. F. H. s 51>6 1 37'-10 75 WNGRALL, F.F.H. M SHE VAR T -2 i0 36'-B 215 WRIGWALL, F.F.H. s Sb8 B' -7 TO 32'-3 190 WINGRALL, F.F.V. L 9cl [35 2' 10 i0 2' -9 182 WINGWALL, EF.4. s 4c2 i0 12' -11 164 WNGWALL,E.F.4. L 4c3 Ir -9 16 WINGWALL, F. F.V. s 4c3 II ' -9 8 WINGRALL, B.F.V. L 5c4 VAR 2' -10 TO 5' -2 30 WINGWALL, B.F.V. s 56 VAR 2' -II r0 4' -7 23 WNGWALL, B.F.V. L 56 26 R 9' -5 r0 16' -8 354 WNGRALL, B.F.V. s SOL VAR i0 8' -11 16'-11 737 ----I WNGWALL, 8. F.Y. L ----1 SO$ 11 10'-6 186 WINGWALL, B.F9, s _1 Sce 13 101-6 142 IT INGWALt, B.F.V. L —1 5c9 2 I5' -8 33 WNGWALL, B.F.V. s Sc9 1 15' -8 16 APRON, LONGIL,BOTT. 401 9 24' -2 NS APRON, LONG ILAOTT. L 4d2 7 72' -8 65 APRON, LONGH.,BOTI. s 4d3 3 29' -0 58 APRON, LORDIT.,TOP 6fl 12 24' -2 435 APRON, LONGIT.,TOP L 6f2 VAR i0 20'-5 121 APRON, LONGIL,IOP s 6f3 VAR i0 20'-4 109 APRON, LONGIL.TOP L OFT 1 38' -3 51 APRON, LONGIL,TOP s 65 1 33' -10 51 PARAPET, VERTICAL 411 25 G' -2 103 PARAPET, HORIZONTAL 771 4 12' -9 104 APAON,TflAH5.,i0P 6m1 VAR 4'-2 i0 N' -7 65 APA0.4,TAANS.,iOP 6412 VAR 4`7 i0 23' -7 716 APRON,iRANS.,TOP 6m3 3 I7' -2 1 21 APAON,iRANS.,BOTi. 6m9 V AR 81-0 TO IS'-3 794 CURIA HORIZONTAL 6P1 4 12'-11 78 CURTAIN. HORIZONTAL L 6P2 4 181-9 113 CURTAIN, HORIZONTAL s 6P3 4 14' -7 88 WING SLOPE, BOTH F. L GAL 2 61-11 21 WING SLOPE BOTH F. s 6s2 2 61.6 20 WING SLOPE,BOTH F. L Gs3 2 74'4 114 WING SLOPE,BOTH F. s 6 s4 2 3r -0 93 WNG SLOPE, FS L 6s5 1 38' -II 58 WRIG SLOPE, fF s 6s6 34'-11 52 CURTAIN, VERT. 511 26 V -5 201 ESTIMATED OUANTIi _S ONE HEADWALL REM. STEEL 5610 Ws. pARpPEI A 1.7 48.0 cu. yd. CONCRETE WINGWALLS 14.1 FOOTINGS 32.2 A NOTE: INCLUDES TOP OF WNGWALL OUANTITIES. SUBSCRIPT LDEHOIES LONG WING. SUBSCRIPT SDEHOTES SNORT WING, 4' -109 5] 0-91 6s1 C -8I LENGTH - A 2'-101 LENGTH - 13' -01 m o � S 4b 1, 2, 3,4, &5b5,6, 7,8, &G f 4,5 2'-3i =IT 6P2 NOTE: ALL DIMENSIONS ARE OUT TO OUT. 0 = PN DIAMETER. HEADWALL NOTES: j 40 5c6,7,8,9 TA IL 4`21 9i 0:41 4'-7 LENGTH, -... 1 � S.0 6s6 D'2 2'-7 411 V -41 IDIGTN GP3 I I 5t1 SEE SHEET NO. V.0I FOR GENERAL INFORMATION, SPECIFICATIONS, AND DESIGN STRESSES. THIS HEADWALL IS BASED ON A 3:1 SLOPE NORMAL TO CENTERLINE OF ROADWAY. THE SIDES OF THE FOOTING ARE TO BE FORMED TO INSURE CORRECT LINE AND GRADE. ALL EXPOSED CORNERS OF 90° OR SHARPER ARE TO BE FILLETED WITH A 3, DRESSED AND BEVELED STRIP. ALL REINFORCING IS TO BE SECURELY WIRED IN PLACE BEFORE THE CONCRETE IS POURED. ALL SLAB AND FLOOR REINFORCING STEEL IS TO BE SUPPORTED BY BAR CHAIRS AT INTERVALS OF NOT MORE THAN 3-0 IN EITHER DIRECTION AS OUTLINED IN THE STANDARD SPECIFICATIONS, CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN. CLEARANCE TO THE BOTTOM ENDS OF VERTICAL BARS SHALL BE 3 INCHES. CONCRETE QUANTITIES ARE ESTIMATED FROM BACK OF PARAPET. HORIZONTAL TAILS OF BARS "b" & "s" ESTIMATED TO EXTEND 2' -0 BEYOND BACK OF PARAPET (INTO END OF BARREL). LONGITUDINAL BARS "d ", "6fl % "6f4" AND "6f5" ESTIMATED TO PROJECT INTO END SECTION OF BARREL A MINIMUM OF 2' -0 BEYOND BACK OF PARAPET. THE 'LENGTH' COLUMN REFLECTS TOTAL NUMBER OF FEET NECESSARY TO MEET THESE REQUIREMENTS. DESIGN FOR 15" (N.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT FLARED WING HEADWALL DETAILS STA. 881 +05.00 MCCOLLISTER BLVD (0.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION ]ESIGN SHEET NO. 8 OF 12 FILE NO. - DESIGN NO. DESIGN TEAM @ EarthTech - JOHNSON COUNTY I PROJECT NUMBER HDP-37 15(628)--7 1-52 1 SHEET NUMBER V,08 PERMISSIBLE CONSTRUCTION JOINT o m�� N a # o- a W x N Q � a m a r '^ CONSTR. m i JOINTS M Gxl- u+ m N # x # x x -1 i6x2 �I OI m I SPAN # F -8 IRS Gyl a 1' -0 C -C 0. OF SPS. = S # I SPAN + 6 } SPAN 6xl f1 -3 — 6x2 F2' � SPAN + 6 BARS 6y2 & Gz a 1' -0 C -C N0. OF SPS. = S + I SPAN r 2-2 SPAN + 4- JOINT DETAIL SECTION THRU BARREL 2' -6 1-3 -3 ._ I,GYl 6xl }" PREFORMED EXP. JOINT FILLER 6x2 6yl 6x I 6y2 PERMISSIBLE CONSTRUCTION JOINT (SEE SHEET NO. V.10) LONGITUDINAL SECTION m , mm � I�I r■■[tlr — m MARV ' =_ SHAPE 6yl } "PREFORMED E %P. JOINT FILLER KEYWAY (SEE BARREL) 6y2 & 6z LENGTH r w x 3 _L m + x -� o - + IT1� i 11 =� - 152 6x2 FLOOR AND WALLS I_J '. 9 ; 30' -11 239 6y1 TOP AND SIDES — 6x2 F2' � SPAN + 6 BARS 6y2 & Gz a 1' -0 C -C N0. OF SPS. = S + I SPAN r 2-2 SPAN + 4- JOINT DETAIL SECTION THRU BARREL 2' -6 1-3 -3 ._ I,GYl 6xl }" PREFORMED EXP. JOINT FILLER 6x2 6yl 6x I 6y2 PERMISSIBLE CONSTRUCTION JOINT (SEE SHEET NO. V.10) LONGITUDINAL SECTION m , mm � I�I r■■[tlr — ORMED PREFEXP. JOINT FILLER MARV ' =_ SHAPE Ili LENGTH WEIGHT 6x1 SLAB AND WALLS IT1� i 11 =� - 152 PLAN VIEW 5 4; 1' -2 13 M GxI 6yl }" PREFORMED EXP. JOINT FILLER TOP & SIDES - BARS 6yl "PREFORMED E %P. JOINT FILLER H Gz 6y2 0 PERMISSIBLE CONSTRUCTION JOINT (SEE SHEET NO. V.10) 44' 11-1 24 2' -6 I'-3 BOTTOM BARS - 6y2 & 6z ESTIMATE OF QUANTITIES -ONE JOINT BILL OF REINFORCING STEEL IFOOTINGLWALLS 12' x 10' MARV LOCATION SHAPE NO. LENGTH WEIGHT 6x1 SLAB AND WALLS IT1� i 25' -3 - 152 6x2 FLOOR AND WALLS I_J '. 9 ; 30' -11 239 6y1 TOP AND SIDES E_/ 40 B' -0 481 6y2 BOTTOM 14 8' -7 - IBO 6z BOTTOM & FLOOR ` , } 14, ' i 3'-,9 r 79 TOTAL WEIGHT (CBS.) TOTAL CONCRETE 4 8.7 cu. yds. '1 BENT B S r_3' -8; 1' -9 yI 6xx � I - ITYPI - rv� p =qi m D =4 }. � P F 6Z 6x2 6xl& 6x2 2'-3 1'-73 D =4} (TYP) 2. Ali 2'-6 Gyl - f~y o� _ m 0 =9} (TYP) % 2' -2 1' -3, NOTE: 6y2 ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER. CONCRETE PLACEMENT SIZE IFOOTINGLWALLS _ I SLAB 12' X 10' 1 3.163 1 2.797 1 2.677 NOTES: I. ALL BAR LENGTHS ARE ESTIMATED WITH A 2' CLEARANCE FROM CONCRETE EDGE TO OUTSIDE OF BAR,E%CEPT AS NOTED. 2.MATERIAL AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS OF I.D.O.T. 3. SEE SHEET NO. V.01 FOR GENERAL INFORMATION, SPECIFICATIONS, AND DESIGN STRESSES. 4. BARREL FLOOR BARS ml ARE TO BE SHORTENED 6" AT BELL JOINTS. DESIGN FOR 15" (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT BELL JOINT DETAILS STA.881a05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 9 OF 12 FILE NO. - DESIGN N0. DESIGN TEAM EarthTech JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 I SHEET NUMBER V,09 6x1 BARS 2" x 6" BEVELED KEYWAY r PHASE Q BELL JOINT / AND BARREL FLOOR 6z BAR SWELLSTOP WATERSTOP OR APPROVED 4 M W EQUAL 1 I / 6y2 BAR PHASE I BELL JOINT FLOOR 10 SECTION 13-13 BELL JOINT AT FLOOR COST FOR WATERSTOP CONSIDERED INCIDENTAL TO THE PROJECT. PLAN VIEW - PHASE I I SHOWING PHASE I OF FLOOR BELL JOINT CONSTRUCTION ) NOTES: THE DETAILS SHOWN ON THIS SHEET ARE AN OPTION FOR THE CONTRACTOR TO CONSTRUCT THE FLOOR OF THE BELL JOINT WITH A PERMISSIBLE CONSTRUCTION JOINT AS SHOWN. REINFORCING STEEL WILL BE PLACED PRIOR TO PLACING THE PHASE I CONCRETE. THE COST OF THE WATERSTOP IS CONSIDERED INCIDENTAL TO THE PROJECT. A 2" x G" BEVELED KEYWAY WILL BE FORMED TO THE DISTANCE SHOWN AND LOCATION NOTED BEFORE PLACING THE CONCRETE. PLAN VIEW - PHASE U I SHOWING PHASE Q OF FLOOR BELL JOINT AND BARREL FLOOR CONSTRUCTION ) DESIGN FOR 15" (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT BELL JOINT DETAILS - STA. 881+05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION — HIGHWAY DIVISION DESIGN SHEET NO. 10 OF 12 FILE N0. DESIGN N0. DESIGN TEAM EarthTech JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V. 10 6x1 BARS PHASE I BELL JOINT FLOOR 2" x 6" BEVELED KEYWAY 1O r PHASE B BELL JOINT rPHASE Q BELL JOINT I - e / AND BARREL FLOOR / AND BARREL FLOOR PHASE Q BELL JOINT FLOORL 6z BAR �Ir SWELLS TOP Wl ISTOP I OR APPROVED I EQUAL SWELLSTOP 2" x 6' — WATERSTOP KEYWAY PHASE I BELL 1 JOINT FLOOR >1 6y2 BAR PHASE I BELL JOINT FLOOR SECTION A -A BELL JOINT AT FLOOR COST FOR WATERSTOP CONSIDERED INCIDENTAL TO THE PROJECT. 6x1 BARS 2" x 6" BEVELED KEYWAY r PHASE Q BELL JOINT / AND BARREL FLOOR 6z BAR SWELLSTOP WATERSTOP OR APPROVED 4 M W EQUAL 1 I / 6y2 BAR PHASE I BELL JOINT FLOOR 10 SECTION 13-13 BELL JOINT AT FLOOR COST FOR WATERSTOP CONSIDERED INCIDENTAL TO THE PROJECT. PLAN VIEW - PHASE I I SHOWING PHASE I OF FLOOR BELL JOINT CONSTRUCTION ) NOTES: THE DETAILS SHOWN ON THIS SHEET ARE AN OPTION FOR THE CONTRACTOR TO CONSTRUCT THE FLOOR OF THE BELL JOINT WITH A PERMISSIBLE CONSTRUCTION JOINT AS SHOWN. REINFORCING STEEL WILL BE PLACED PRIOR TO PLACING THE PHASE I CONCRETE. THE COST OF THE WATERSTOP IS CONSIDERED INCIDENTAL TO THE PROJECT. A 2" x G" BEVELED KEYWAY WILL BE FORMED TO THE DISTANCE SHOWN AND LOCATION NOTED BEFORE PLACING THE CONCRETE. PLAN VIEW - PHASE U I SHOWING PHASE Q OF FLOOR BELL JOINT AND BARREL FLOOR CONSTRUCTION ) DESIGN FOR 15" (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT BELL JOINT DETAILS - STA. 881+05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION — HIGHWAY DIVISION DESIGN SHEET NO. 10 OF 12 FILE N0. DESIGN N0. DESIGN TEAM EarthTech JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V. 10 U N U O• -II( IEI PANFI 1. W -71 IRI PANPII IT Nd 4-2'3 (AIPANEL) - 3e 4'-2a (AI PANEL) 1a P m N 5' -03 (BI PANEL) 5'-0,' (81 PANEL) N W O m II �Oa 3 � M m n n N Q °N O - � M boa �o T TOP OF WINGWALLRAIL CNC PANEL �z STEEL /P�ANELp (CENTERED BETWEEN POSTS) (LOOKING EAST AT INLET HEAD WA L: LOOKING IWEST AT T OUTLET HEADWALL) W -II? (A9 PANFI 6 11' -71 (R2 PANEL) IT a ( - 4 4' -2a (A2 PANEL) 318 4' -2a (A2 PANEL) °1 N 5' -Oy (82 PANEL) 5' -0a (82 PANEL) P STEEL RAILS ml N nm ° N W O m II �Oa 3 � M i TOP OF WING WALL CNC CUT } STEELPANEL (CENTERED BETWEEN POSTS) RAI PA HEADWALL; LOKIpA7 (LOOKING EAINLET LNG EST T OUTLET HEADWALL) �o Ian -A m I, 5' -10,3 3¢ 5'-[OK' 1, w TS 2 x 2 x Is STEEL RAILS N 156.7 N W O m M T DESIGN TEAM TOP OF PARAPET RAIL PANEL Cl TS 4 x 4 x ' STEEL TOP RAIL TS 3 x 3 x I6 STEEL POSTS TS 2 x 2 x Is STEEL RAILS I x I SQUARE BAR STEEL RAILS TS 3 x 3 x � STEEL BOTTOM RAIL -TS 3} x 3, x ' STEEL RAIL SLEEVE TS 4 x 4 x Is STEEL TOP RAIL TS 3 x 3 x STEEL POSTS TS 2 x 2 x rt STEEL RAILS 1 z I SQUARE BAR STEEL RAILS 0 TS 3 x 3 x a STEEL BOTTOM RAIL -DUMMY RAILS TS 4 x 4 x 1 STEEL TOP RAIL FS 3 x 3 x e STEEL POSTS TS 2 x 2 2 w STEEL RAILS I x I SQUARE BAR STEEL RAILS CNC CUT } STEEL PANELS ICENTEREO BETWEEN POSTS) TS 3 x 3 x ' STEEL BOTTOM RAIL POST & HANDRAIL �I TS 4 z 4 z �{ TOP RAIL t� TS 2x2x,3 STEEL RAIL CAP ENDS OF TOP RAIL WITH a" WELDED PLATE i I I I _ � ITEM UNIT QUANTITY STEEL HANDRAIL (2 HOWLS.) L.F. 156.7 m TS 3x3x16 POST in IxI SQUARE BAR ALL POSTS AND PICKETS SHALL BE VERTICAL STEEL RAILS 3x34 STEEL BOTTOM RAIL } "0 HOLE BRAIN AT BASE BEVEL RAIL POSTS ON WING WALLS TO MATCH SLOPE OF WALL. HOLE DRAIN 12 TOP OF PARAPET . � Y NOTE: e ^0 ANCHORS WITH TOP OF WING Y = 3} a LONG WINGWALL 6' EMBEDMENT, TYP. Y = 4 Q SHORT WINGWALL SECTION AT PARAPET & ELEVATION AT WING CNC CUT n i STEEL Boa STD. RAILING STEEL GRILL DETAIL (TOTAL OF 16) JOHNSON COUNTY I PROJECT NUMBER STEEL HANDRAIL QUANTITY ITEM UNIT QUANTITY STEEL HANDRAIL (2 HOWLS.) L.F. 156.7 DESIGN FOR 15° (R.A.) SKEW 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT STEEL HANDRAIL DETAILS AT INLET & OUTLET HEADWALLS STA. 881 +05.00 MCCOLLISTER BLVD (O.R.) AUGUST 2007 CITY OF IOWA CITY, IOWA IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 11 OF 12 FILE N0. DESIGN NO. HDP- 3715(628)- -71 -52 SHEET NUMBER V.11 32' -8a (MEASURED ALONG SLOPE OF WINGWALL) 30-0 OUT TO OUT OF RAIL )BID LENGTH). 9' 11' (AI PANEL) — �_.. -. 9' Ili (A7 PANEL) f. _ B POST �n- TYPICAL JOINT DETAIL STEEL GRILL. PANEL,TYP. SEE "JOINT DETAIL THIS SHEET STEEL GRILL PANEL. TYP. FL POST AND HANDRAIL. Ilp (AI PANEL) q POST 0 � POST AND HANDRAIL a In OSS �e �OSPp`/ Q POST & HANDRAIL 61 z .I .I. 3z~I•� �m „ - I I 6" THICK RAIL POST SHIP )GALVANIZED) I� qi I} I t I POST & _ HANDRAIL 7 II Q — —— TS 3 x 3 xs e PLATE STEEL POST OVERSIZE HOLES FOR 'V BOLTS BASE PLATE AND SHIM DETAILS (EXTERIOR POSTS) 3� I I i I ; I i � ' - - I -1 L SS �A FO .S6'VX0 - TS 3 x 3 4 _ OVERSIZE HOLES e PLATE STEEL POST FOR a" BOLTS HANDRAIL NOTES RAILING IS TO BE PLACED ALONG THE PARAPET AND WING - WALLS1 RAILING SHALL NOT BE INSTALLED UNTIL HEADWALLS ARE 114 1NAL- POSITION AND THE EXPECTED SETTLEMENT HAS OCCRED, AS INDICATED BY SETTLEMENT PLATE READINGS.,, RAILING IS TO BE BID ON A LINEAL F00T BASIS THE PRICE BID SHALL'-`; BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, INCLUDING ANCHOR BOLTS AND GROUT, AND ALL OF THE EQUIPMENT, AND LABOR,,. REQUIRED TO ERECT THE RAIL IN ACCORDANCE 7WITH JHLSE PLANS .f i AND SPECIFICATIONS. THE ENTIRE STEEL HANDRAIL SYSTEM, INCLUDING HARDWARE,BASE PLATES, CAPS, AND SHIMS SHALL BE HOT -DIP GALVANIZED AFTER FABRfCATIGN IN ACCORDANCE WITH ASTM A -123, AND A -53. DRAW HOLES TO I'ACILITATE THE HOT DIP GALVANIZING PROCESS,SHALL BE INDICATED ON THE SHOP DRAWINGS. SHOP DRAWINGS OF THE HANDRAIL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE STEEL STUD CONCRETE ANCHORS SHALL BE GALVANIZED AND HAVE A MININIUM PULL OUT STRENGTH OF 8000 LBS. BASED ON 4000 P.S.I. CONCRETE. INSTALLATION METHOD FOR ANCHOR BOLTS SHALL BE EPDXY ADHESIVE. INSTALL PER MANUFACTURER'S RECOMMENDATION. MATERIAL FOR THE TUBE RAILS AND POSTS SHALL MEET ASTM A -500, GRADE B. BASE PLATES, BARS AND SHIMS SHALL MEET ASTM A -36. MAXIMUM CLEAR DISTANCE BETWEEN HORIZONTAL MEMBERS SHALL BE 37,. ALL MATERIAL SHALL BE CONNECTED WITH ALL AROUND �` FILLET YIELDS UNLESS OTHERWISE SHOWN. ALL STEEL SHALL BE POWDER COATED WITH AN EXTERIOR GRADE POWDER COAT FINISH AFTER GALVANIZING. COLOR SHALL BE RAL 7022. ENDS OF RAIL SECTIONS ARE TO BE SAWED OR MILLED. ALL CUT ENDS ARE TO BE TRUE, SMOOTH AND FREE OF BURRS OR RAGGED EDGES. HANDLING OF STEEL SIDEWALK HANDRAIL SHALL BE IN ACCORDANCE WITH SECTION 2408.35 OF THE STANDARD SPECIFICATIONS, ALL RAILING POSTS TO BE VERTICAL AND ALL RAIL TO BE PARALLEL TO TOP OF PARAPET /WINGWALL. GROUT SPACE BETWEEN BASE PLATE AND CONCRETE WITH AN APPROVED EPDXY OR LATEX MODIFIED MORTAR AFTER TEMPORARY SHIMMING. .! I 'I I I ------------- - - - - -- T I — — '" THICK RAIL POST SHIM (GALVANIZED) BASE PLATE AND SHIM DETAILS DESIGN FOR IS° (R. A.) SKEW (INTERIOR POSTS) 12' -0 x 10' -0 x 115' -0 REINFORCED CONCRETE BOX CULVERT STEEL HANDRAIL DETAILS AT INLET AND OUTLET HEADWALLS STA.881 +05.00 TACCOLLISTER BLVD (O.R.) AUGUST 2007 CITY PLAN AT INLET HEADWALL IOWA DEPARTMENT OOFFTRANNSPJ TRANSPORTATION - H GHHWAYY DIVISION DESIGN SHEET NO. 12 .. OF 12 FILE NO. DESIGN NO. - DESIGN TEAM k EarthTech JOHNSON COUNTY PROJECT NUMBER HDP-37 15(628)--7 1-52 SHEET NUMBER V,12 670 W. ABUT. LING. P.G. EL. 651.29 ZLPROPOSED GRADE LINE P.G. PIER 3.08 ) P EL. 653.08 Q�OEESSIOA, '9`tn PCPIER EL. 654 316 E0) ELEV P.G. EL. 659 896 1A 6 0 896 +69.05 42.58 660 660 42.58 637.0 am 896 +68.45 .I 3:1 NORMAL 900 +11.40 0 637.0 A3 - - W. /A 3:1 NORMAL IER 131' -7 CE PIER - CE PIER 2 BI 130' -7 PIE 640 LOW SEAT - - - - - _ - - _ _ EL. 693.56 ' E %ISTING� BOTTOM OF- /JI GROUND LINE _1 FOOT. EL 690.06 / 90' -HP 10 x 57 _/ BERIA EL. = 691.90 BOTTOM OF PREBORE = EL 628.06 I _ �'� I _ _ _ _ _ _ _ I _ 80' -HP 12 x 53 \,�� " "" i ulii ��: „ I PIER TOP EL. 645.50 _ _ _ _ _ _ _ _ _ _ BOTTOM OF FOOTING EL. 613.00 S Q50 _ _ _ _ _ _ 80' -HP 12 SCOUR EL= 609.2 LEL _ _ _ _ _ x 53 „cult ° °III `�� „ „ I IER TOP . 646.84 _ _ _ _ _ BOTTOM OF EL 613.00 - - - - - - : = " �� CL TRAIL (FUTURE) FOOTING CLASS 'E'flIPRAP 2' -0 THICKNESS W /GEOTEXTILE BERM FABRIC UNDERLINER (TYP.) = 645.70 l EL. u OW SEAT :p u EL. 647.21 11 BOTTOM OF F00T. EL. 643.71 90' HP 10 x 57 BOTTOM OF PREBORE = EL. 628.06 640 545.7 B3 630 630 620 620 &J JE.J 645.7 6 600. 600 WATER LINE TO- TIE INTO ROADWAY CONSTRUCTION (TYP.) DESIGN TEAM LONGITUDINAL SECTION ALONG � ROADWAY I dllil'',lli i 1. I ��'1 �)I 395' -9 FACE TO FACE OF PAVING NOTCH I EAST ABUTMENT Q�OEESSIOA, '9`tn STATION OFFSET ELEV STATION OFFSET 1A Al 896 +69.05 42.58 Lm 900 +11.40 42.58 637.0 A2 896 +68.45 .I 392' -9 ABUT. - CE ABUT. 900 +11.40 0 637.0 A3 - - W. /A T. I RG.-,, IER 131' -7 CE PIER - CE PIER 2 BI 130' -7 PIE 42.58 641.90 E. BUT. BRO. �'� 6 -1 1 " //--- B2 896 +53.75 0 641.90 900 +37.50 0 545.7 B3 896 +53.75 40.58 _-T I 900 +37.50 &J JE.J 645.7 /� 1 - W. ABUT. BRG. / q PIER I PIER 2 E, [ABUT, BRG. / STA. 896 +49.25 /// STA. 897 +79.83 STA. 899+11.92 STA. 909442.00 �I I / - ,i BI At �y- � 1 s'a�'_'- "„qa�� i I I 16" WATER LINE W /2" INSULATION I � WI el e, ' ��' ° ?.5 ' "' III 111 I a•: ai °,, °aae_'a$ - 20' -0 " fill _ A $ A2 ��Igg(vI"L �o of I II, I " 898 N 1 1 1 I I,I, I 89C 1 I I I I I McCOLLISTER BLVD. PGL C/'-7- - -�'I� 9b I, A I I B2 3 -0 / 0 111 DI I I 3' -0 1 BERMr�� / o I I \ BRIDGE I I I I BERM 1 ffff STA. 898 +45.63 o 1I- - ors/ ( �� II I 111 WALK 111 -A^ / I J, 63 $' 3 A3- '1'..�s B 3 \ 14 -0 114 -0 J ( (TYPTYP 1 NAPOLEON LANE 64 I I / .) I W J ".5 pp o I 1 SITUATION PLAN PLAN NOTES: I. UNITS ARE IN FEET UNLESS OTHERWISE NOTED. HOWARD R.GREEN COMPANY estange 0 BENCH MARK: #7 RR SPIKE IN NORTH SIDE OF POWER POLE /TRANSFORMER AT NORTH SIDE OF ENTRANCE,TO,QOWLING ALLEY, WEST SIDE OF OLD Hd GE�AY 218 - ELEV.= 652.17 1' -.l I PROPOSED GRADE ON McCOLLISTER BLVD. 1 PVI STA. 900 +25.00 ELEV.-656.50 PVT ST 00.00 PVC STA, 897 +50.00 ELEV. 653.75 53.75 ELEV. 652.69 T BERM SLOPE LOCATION TABLE WEST ABUTMENT I EAST ABUTMENT Q�OEESSIOA, '9`tn STATION OFFSET ELEV STATION OFFSET ELEV Al 896 +69.05 42.58 Lm 900 +11.40 42.58 637.0 A2 896 +68.45 0 _636.8 637.0 900 +11.40 0 637.0 A3 896 +72.95 40.58 635.5 900 +11.40 40.58 637.0 BI 896 +53.75 42.58 641.90 900 +37.50 42.58 645.7 B2 896 +53.75 0 641.90 900 +37.50 0 545.7 B3 896 +53.75 40.58 641.90 900 +37.50 40.58 645.7 HYDRAULIC DATA DRAINAGE AREA = 3285.0 SQ. M1. DESIGN DISCHARGE = 22,500 C.F.S. DESIGN HIGH WATER ELEV.= 640.5 STREAM SLOPE = 0.00016 FT. /FT. BRIDGE WATERWAY AREA = 4793 SQ. FT. DESIGN VELOCITY = 4.69 F.P.S. DID = 14,500 C.F.S. STAGE ELEV. = 638.9 Q50 22,500 C.F.S. STAGE ELEV. = 640.5 (DESIGN) QI00 31,000 C.F.S. STAGE ELEV. = 642.1 Q500= 47,000 C.F.S. STAGE ELEV. = 644.4 EXT. H.W. ELEV. = 642.05 (1993) ANTICIPATED SCOUR ELEV.= 604.2 TRAFFIC ESTIMATE 2030 ADT, 14,200 VPD 5% TRUCKS LOCATION McCOLLISTER BLVD. OVER IOWA RIVER T -79-N, ft -6 -W I � ( I SECTION 22 FOR I�III l� JOHNSONTCOUNTYSHIP REFERENCE ' CITY OF IOWA CITY ONLY JOHNSON COUNTY `\ DESIGN FOR Oa SKEW 392' -9 X 57'-6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS SITUATION PLAN STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER MAY 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. OF FILE N0. DESIGN NO. PROJECT NUMBER HOP- 3715(634)- -71 -52 I SHEET NUMBER V _ 11 I baeby certify that This eng:neenry domment we a epmed by me or under my died personal wpeorsion and that I m o duly Q�OEESSIOA, '9`tn licensed Nvf,vslald Era- r der the laws Stele of lies. /� -f ! / n �/11/D I W� i DAVID F. 5 DAVID F. MAXWELL, P. DATE w MAXVVELL . Dceree Number: 17171 17171 My titans. renewal date is OECEMBEB 31, 2007 Lm Pages or sheets covered by this seal: p 10 q V.13 JOHNSON COUNTY `\ DESIGN FOR Oa SKEW 392' -9 X 57'-6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE I - 131' -7 CENTER SPAN, 2 - 130' -7 END SPANS SITUATION PLAN STATION: 898 +45.63 McCOLLISTER BLVD. AT IOWA RIVER MAY 2007 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET N0. OF FILE N0. DESIGN NO. PROJECT NUMBER HOP- 3715(634)- -71 -52 I SHEET NUMBER V _ 11 :� ' I — — ,. - -- -- - -- - - - - - -- - ` -- - I " - — — - — —1- -- -- — - -- - �: ;— - �_ i: 1 i 1 i I 1 .. 1 'i ._ i' ! r - I .I. ._ .. , "( I I 1 �I j' _ I __ _ _ __ _ __ __ __ _ _ ♦_ _ __ _ _ __ __, ♦ _ __ _ _ _ ., ',: I. I I Ir. I)�' �: :1L _ _J __ _ _ _ :i I. I '!' 1' I i. -i_ _ __ _ _ _ __ -'__ __ __ _J_ __ __ _i __ _ _',L _ __ __ '_ i L .I __l __ __ __ ;.; . 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I.: __ _ ___ .. - .. 1 - .. .: s _ 1 _ __ r _ _ '_ _ __ _f __ __ ' '_L _ _ n ;- 1 _ o 91q i I -. '_J L___ ___ 1 I 'I' I ... _ 1 __ .. i. , L -r f J L _, _L __ __ pC ,- ... ..,.i .. ... -.I - -1 ... ... - ::: _ _ YYY 640 r r - .. .. 1 xx11 I. _ I ' .. Id _ v J _: _ __ ! ._ l I : _ _ __r I _ _ j _L. I.. - -I. r 1 .: :. .. _ . ' �, _ _ ry I' I !V A I I _ _ ___ __I __ I r _ -I. � .. .. I � -�. I:: I *. 1 l ..- - .. o ENGLISH Howe oor DESIGN TERN — EarthTech .tom° °' ° °% JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET MM18ER —W.02 REVISED _.. j i .�: .. _i 1 ; :� 1 :; .;: 1 ' ; I I �.. t. I .;: I.I ; .1 _ ___ ___ -L _ _ -_ ` , ____ _ _ i___- __ _ L _ __- ______ ___ _ ___ _ _ ____ ___ __ .I _ , ___ _ _ __ __ _ _ L _ I. _ .I .I i _ :, �: :�.�� :I 1 .I I. f I. , \ :1 I - 1 L__ _ _ __ __ ' \ .. i _ __ __ _ , t ;: 1 I 1 +\ lam" �, 1 ,I\ , :: :: ::I .: .:. _. .:.1 _:_:: :: .I: .. 'J�F .I ,__ ;' - :: 1 ' , I- i v, I ,. 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I_ .:i: :: . ... ,. .v I:I:: .1 :.,.. .. - .,. :: :: 1 1. ; : 1 j I . . .,I: i,i ,. j- 17720 ENGLISH IOMA OOT DESIGN TEAR t EarthTech .'qoo o�•., "- " JOHNSON COUNTY PROJECT MR18ER HDP- 3715(628)- -71 -52 SHEET NUMBER W,03 REVISED OMINEMEMEMEME M 00 MEN MENNEN 0 MEN MENNEN 00 IMENIMM=== 0 MEN MENNEN ME ME No No 0 NONE m MEN M ME M MEMO 0 0 Emm 0 .MIMMMMMIMMMIMMM 0 0 M ON 11 EMEMEMEMEMOMME ME No MEN MEMEMEMEMEN 0 ME '10 0 MEMO MIMMIMENIMME MEMEMEMMIMENNE 0 MEMO IMIMMIMMEMEM MIMEMEMEMEM 0 11 MMEMMEMMEME 0 No 0 0 ON MENEEMEMENEEM 0 ME No 0 MOMMIMMEMEMMEME MENNEN No ME I �,l JOHNSON c"Ty MENOMONEE ME 0 E MEN== M 0 0 MENNEN No No .#MEMl 0 MEN 0 MEN ME MOMEMMEMMEME MENEM mommmmmmmmmmmmmmp,dmm 0 No MENNEN NEEMEMOMMEMEEME.E ---------- No MENNEN WEN umm ME MEMO IMMEMEMEMMUMEMENME MWE MEMO 0 MMMMMMMNMMMNMMM No 0 NONNI 0 MEMMEMEMEMEMEME No ME 1111111 No 0 MEN W-Rho ON mommummoom MEN m ME MEN mmmm = la"irlm ME mmmummmmmmom MEMEMEEN ME MEMENNOMMEMOMMMO No imm I I lillimp JOHNSON CouNTY MEN ME MEN 0 MEN 0 NONE M EMENEMEM 0 EMMEMMEM 0 NONE 0 F"W" Emmom mommom Em NEEMEME NONE ME 0 m 1 MEMMEMEEM NONE 0 MENOMONEE SOME INEMEMENNEREEM 00 NEENMEMMENEEMENE MEEMENEEMEM NE. 0 No r" MR mm -ffiffl Nol 0 0 0 0 0 E 0 0 E m mommommommom rilarm RN�� JOHNSON NONE MENNEN Em MEE ONE., MENNEN EMEMEME MEE MEMEN-M No MENEI., No -1 IEEE m in MEE., ME 0 1214mal" MEE MEE MEMEMEMEME 0 MENOMONIE NONE MEMOMMIMMEME 0 0 MEMOMMIMIN No IMMEMEMEMENEE ME ME MENEM No IMMEMMEMOMMEEM MEMO MENEM MENEM MEMEMEMEME 0 MEEMEMEMMEN 0 No MOMMEMOMME IMMEMEMMIMMEMI ME NONE MMMMMMrAm MEMEMEMEMEMEN 0 NONE manommmmm NEEMENMEN MUNI'm 0 mommommummossm MEE EMMENOMEN 0 NOMMEMEMEMEM Mmmmmmmmml ME NO No EMOOMMEMEN MEE MEEMMEN I rllllrnlqm*"�� JOHNSON COLNTY PROJECT WMSER HDP-3715(628)--7-1-52JC���� IMEMEMEMMEM NONE MENOMMINIEN MEN 0 No 0000 MEN No No mmmllmmmm=mm NONE 0 No MEMO mommoNsm MEMO 0 MMMll!mMM No No 0 ME MEN ormu.000H No No No OEM, MEMEMEM NONE 0 00 IMEMNIMMEM No 0 0 MIMEMommim-mmum MENEM mom NONE 0 NONE I EMEMEMEMSEMIMMEME MEMEEMEMMOM NNE MEMEMEMEMEM MMMMmmMMMMMM. ��m ME I joHNSON COLNTY PROJECT WMER HDP-3715(628)--71-52 I 'I I' I ' ' 1 _ _ __ _ __ _ ___ _ __ _J _ I _ _ __ -_ _- _ _ L _ . __ _ _ 1 _ _ , _- _ __ .. i ,. ., ; , :I ,. ..I .,.. .. , - , , I' , ' _ __ _ __ __ _ ____ _ _ l __ 1 _ -, 1 J1. 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CLAY ] r ;: .� :FILL, GAR AGE.!:: ' _ .,. - C I 1 :i : 1 _ pb I -r rr — - - '- +r , - .I � .6 3 6 - - � :f LL, CARBA E - . - - op - -- , : _ �d ' , ' I U , .::. .,, I: .I .. &- .:. ... ,.. _ I- _ ,_ .: i I: L _ _ -r pp L O M 1' _ _ _ Oyu _ _ _ __ l _ _I I... __ .1 _ Q0 ... _ .. .,.._ 1 .. ..T .� .. .. .pe :::, :: - I _ A 8 CfG : Ill L M I. G [I . G. 1. .I..:V „ a ENGLISH IOWA DOT DESIGN TEAM — EarthTech wtwyeG��w��M JOHNSON coulry PROJECT NUMBER HDP- 3715(628)- -71 -52 STET runeER W.09 REVISED x ,. ,. . _I I li'. , - ,. , ,. , _ ,... , . _ ' _..I :1:. 1 .i. :: II ail ; f - -. , - r - - II - ':i] - - - - ; -- — -- - - -- -- - - -- - -- ' ' . , , .. _1 _. ; -` ,I J 6V5r - - ;- is - I..:: - - - - -- - ,. I' - - - _. 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I 1 i I.� .:: 4,� /`Y�"i :; ::: :: .: is - , _; :I ::yam �'� y� ♦L _ 1 __ ; ___ .. - 1 Oa„ - 'I 'r :I �.: - ! :, :I I , -. n.g i ., .. i , - _ , - I _, .. i. _ _ _ _ _ _ _ _ na"O .. .. ... - - i 83 :7 �� o ..- I — � ; �a .. :�- .:: - r -- - -., ;'_ .i - -� - .j -- , - I: I. -- -130 ENGLISH IOWA DOT DESIGN TEAR -- EarthTech wt � ww u6ue " JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET MIHBER W.10 REVISED eu .x .. .. .. , .. I .. ... ... .I. I. ..I. I ... .. :: -- ' I i ___ __ _ _ __ __ __ _ .. _ L __ _ _ I _ _ _ I. __ .. _ __ 1 __ L _ _ -' __ -_, _ _ F _ I _ ; __ L _ _ _ L __ __ .. .. I_ _ __ __ I _ __ ,._ _ .. _ .I -I l -' _ .. .J I. l '.I ... .. �- ; -- :i :1 : 7, 11u- hr _ _ ___ _ _ __ _ __ _ - - - __ .!. r- _*I'_'__ _ __ i- ___ __ _ - - - ___ - : ___ I - 88� 2 - - ' :: ! '/- ' L- - �: i ,i 1 '_ �L� y- ,- l - -- - -- ' - I� ` - - -- - - -- -- - -- is - -- -- - - - ` -- - - - ! I ! 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I,, ,, - ' ,650 - 8.0 I 6 8.b i -r LL, CLAY - _ 6 1.0 - ...... - - - 1 o F LL, GARBA E ^N -- - -- -- — -- - - -- - - - -- -- -- - - - - -- — a o — — -- ° o. _640 ------------------ -- ------------------------ -- -- — IN . m CC 650 - 650 1 R40 _ -- -- - °- - - 'o $ 51 _ l50 -140 -130 -12 -110 -100 -90 80 70 - 0 -50 -40 -30 -20 -10 0 0 20 30 40 50 60 70 80 90 00 ll0 _ - -- 12 130 140 50 no ENCUSN IOWA DOT etycoux,.�, nma -mv 7siGN TEAM �- EarthTech JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET NUMBER 4J� 12 REVISED :E h -_ 5 6 0_ 650 :. � � � _____'_ _ - —__ —. _- :___ , 645 . 6_45 i- .� - _635 635 :- .650 650 - - :,, - -_ — ---------- 645 640 --------------- X64 -. 635 .635. ,650 650 -.. _ __ ____ —_ ___ _ -------- �. 645- I. - FR4. a Fr v G50 5FI L, S ND. ! 648 _ ° — - FI . - - -- -_ � &7 __ �Dff - - 642:5 - ___ FILL, FILL, AY �°m_. 6 41.5 0__ oe F IL mm amN 3Y '632.0 6 Fn _ y BAD- AaR 64n 635 5 -140 -130 -120 -110 -10 -90 80 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 NUMBER 60 70 80 90 HDP- 3715(628)- -71 -52 00 0 SHEET NUMBER 0 130 140 50 W. 13 REVISED n° ENGLISH a IOWA 00T DESIGN TEAM �- Ear`hTeCh "t.�mo�onx., uamv+h JOHNSON COUNTY PROJECT �r I 1 " —650 '.,, 645 645 2% ` :______ _______ _. -- - ____ ��� 64 640 ___ __ — _.635 655 ' 655 ,. ,650 650 : - . - :- _ 645 - 645 . 2'Y ___; —_ 888,4 — i '.... 63 S Pro ____ __ « m G 45 2% - - -- o — — o _ _- -- m 65 — 48.5 FILL, CLAY FILL, SAM 46.0 Gig ._ .� — - . ! 4%. :, _ __ Ai :_ 42.5_ mb -� _ F ILL i, -- - ____ _ _ - - -- -- -- - - - -- ---- e --- ,', -- _ Ctr 61A o,° ° 40.5 _ flBAGE om m36.5 m _..36.0 ..�.... -- o 9a', _ -150 -140 -130 -120 - 0 -100 -90 80 70 -6 -50 -40 -30 -20 -10 0 10 20 30 40 5 60 70 8 90 0 110 20 130 140 150 IOWA DOT DESIGN TEAM EarthTech "tv ° ° " "' ° " "" JOHNSON couNTV PROJECT NUMBER HDP- 3715(628)- -71 -52 SHEET NUMBER W. 14 REVISED No 1 ENGLISH ..mmcm Aqn -- 645.5 �II�SC A Y - 645 - fi44 5 _ - - — 777777-7 ; FILL, RUBBLE - .� - - -. 64M CLAY 640 - (10.5 640 640 0 - � -6. 42 - FILL, G ABAGE __ -- _ ILL, CLAY L ,. ____ TD _ 636.5 _��' • _635 _ I r0 _ __ - .... .__ -_ - _ . . __ -_. 653.0 .633.0 :, . - -- .FILL, GARBAGE - -'632.0 m INE SAND m FINE SAND- - - ILL, GARB GE G 7.0 626.5 . 650 650 650 ! °, m -_ 624.5',, - _ -_ __ __ _.. �� ____ T— - -.. _ _- ' 645 -.- _645 -- __ ___ _ __ __ \.�- - -- - - - - - - - -------- ___..__ _ ___-_ - _____ ____ X1654. - 650 :. ... i_- ._.... __ - - -. -. :� -- - ........_... - ..- ._..... ._.. _- ._. -.:. 1..... _.-- ...... - .- ......_ __ -° - _ __5_ 64. 645 4/ - _ : _ crn _-____u ____ __ 50_. � i - m a G 4 5 0 640 - - --- - _ - a ^ _._ --�-- -'- -- -- --- ILL,. SAN ILL „CLAY 0 _6AS 2% : 43.5! 43.5; 5 .. 41- m 41.0'. ! i ao< ____ - _____ - _______ a o FILL; CLAN __ ___ ____ _____ 637 5 - ��:-: FILL: GAP AGE - SILT CLAY 36.0 ° 35.5 - q 635 - - FILL GARBAGE 34.0 633 5 m . 33.5 o - CLAY Y SAND _ -- aaa CLAYEY SAID 63 15 v, o 30.5 ” -. .. - mw 30.5' FINE SAND - m° 2 26.0 °3 -t50 - 40 -130 -1.0 -110 - 00 -90 80 7 -60 -50 -40 -30 - 0 - 0 0 0 - 20 30 40 50 60 70 80 0 100 l20 t30 140 50 a eecusN o�n oor ry�o .R u „ =, oES1ce rEnM Earth Tech JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 SNEEr Su nEfl W. 15 REVISED FILL. CD GARBAGE . 650 - _650_ - 645.5 FILL, Cl Y _ 645 - -_ - -- r _ 645.0 _ 640 .__- - __ - - - - ___`_- -_ ____ -:641.0 1 -�.. [ILL SH C@,CkTE TY SALMI AND BRICK .;'I 637. , 89 1 +00 � '�,� �\f 'FILL GARBAGE f LL, SILTY SANG, / �'.� ..635 \ r� :. / - CON CO`, RETE, BRICK €84 634.5 �\ �`- - i X'00 ANO RUBBLE / _ GARBAGE _.. _ -- "� FILE SANI 6 0.5 -630 _ - g .. FIN -_snen REMOVE RUBBLE . m (LIMITS TO BE DETERMINED - 6zs.5 _ _ -_ AT -- - OF C_T?UCTF m .624.6 -- --65o, :- 625 -. —.�— _ _ _ _ _ '- --'-- '_ -'__ __ __ `_ -- _ _ _ I, - i !640 . 640 t- __I _ _ -- _ ___ - - 890 +75 635 . _. qr, n - - a 890+50 a isas -- o Lao 50_ — £i o i 2 o s 30-- _p 150 -140 130 -120 -110 -100 -90 80 7 -60 -50 -40 -30 -20 -10 _ 0 0 20 30 40 50 60 70 0 90 1 0 120 130 4 150 mo TEAR Tech etycoi.., amfl," JOHNSON COUNiY PROJECT NUY�6ER HDP- 3715(628)- -71 -52 SHEET 1NMBER W. 16 REVISED ENGLISH IOWA OOT DESIGN Earth u.., c., :f FILL. CD GARBAGE 648.0 FILL, CLAY 646.0 FILL, CLAY 643.0 FILL, GARB. 632.0 650: 650 645 = _- _..___ -. - _ - - - __ _ -- FILL CLAY i 645 - r b44.0 42 0: J 640 � . . 640 -z FIN[!SAND 892 +00 37.5; bAABGE o m FINE SAND I Y ILL GARBAGE 635 635.0 ^m : m 634.5 SILLY CLA N 34.0 633.5 -' '' -. -- � CLAYEY SEAMS � TINE SAND:__ SILLY CLAY LAY - HS -- _ -- � ILL-CLAY �I -- -- -- 630 _ ., a°'a' __630.0 m 626.0 �,.� M.O. - - m°� 630.0: 630 CEO 6 _645 — -. -- —.— _ — -- — — _.1645. 640 ___ -,__ - - -- _ ___ -_ ___ - -_ -640 - 841 +75 _ 635 ,. ! ...... 5 .63 - : 639 a G 4 5 _ _ _ _.__ ._. ___ .__. .___. C4n \\ C40 a 891 +50 4 ° M P _sa e N pad. 5Q._ 650 n F o _ i a 8141+25 — -- - o� - 50 -140 -130 -120 -110 -100 -90 -DO -70 -60 -50 -40 -30 -2D - 0 20 30 40 50 60 70 0 90 00 110 120- 130 140 150 ENGLISH IOWA DOT OESIGN TEAM EarthTech "lgll11 " """` "° JOHNSON COUNTY PROJECT NUMBER HDP- 3715(628)- -71 -52 5F{EET 1uMRER W. 17 REVISED 648.0 FILL, CLAY 646.0 FILL, CLAY 643.0 FILL, GARB. 632.0 647.5 FILL 645.E =ILL, 330.5 ;: i Ego 111. - ., I. _. LI � IL I - :I, - :: __ I : - :i .: - - _ - :I _J - I.: ' - : :j 1 . 1�� -0 - -64 .. 4;' i .. , _ �— 1 r ... _ -- r s4s.p _.. _. i.. �i i;l _ _..J __ __ _ _ _ _ _ _ _ Bd3 - i JI _ L / �i - — _r a_. IJ� /' ' __ _I' - - - - ' X93 0 - - "I1 r — ;; . ,'l '� is __ fILU. C1 ': o = '�' r.- ... m .: : ::: ,:: I :: .. :�: : .. ::: : ... O P 6335 ;. J - . - -- -' - - 1 .. -- - .:. -- _,. - .: - - - -- - -- .`. -- -- -- %- -- L. — — . - :I: - - -- 1 r , S . .., I- a ::: ::: :.I- 1:::: :::: ::: ...:I:.' 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