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Home My WebLink AboutTRAIL PROJECT/HWY 1/ORCHARD TO SENSET STREET/2011TRAIL PROJECT/ HWY I/ ORCHARD TO SUNSET STREET/ 2011 ld a ` Praeci- — Ocrtcwj Slxpu - 4o -Sunsy.4 es 6krno f 4 CT/C e Rap-( C, -,off r VJr�nC7ns,i,� /c.�� anj -f% L.' , �-f f k - 40 c 4e d� QR Ra C,0,9 X414 p 4 S :v s C-/Vle u./ ' c r A, r a -for o ? �r .e rc S ret -4o Sen 2"r S� e �ftD r[�7�7�-r 1 1.� ; 11 �i-a; l Pr J/ e c'� .)Yre�_+ 4 �I re %ta frrl /— -I% /, Plrt1 iexf C;4y /trr, ?D 0,4z/isN R�L'r_�,t Say r, aEng,R�t✓/ 31>q aO r-&U; w n(czas 'S,nec;-f: r4 4-4ns , �n. a-� ld a ` Praeci- — Ocrtcwj Slxpu - 4o -Sunsy.4 es 6krno f 4 CT/C e Va. Or-6--rw -1 -*)4 ProJ u In 4o c6n4 u-� 44,�L f ta ---------------- pc�r �ry Prepared by: Josh Slattery, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5149 RESOLUTION NO. it -997 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 SHIVE-HATTERY, INC. TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE HIGHWAY 1 TRAIL PROJECT — ORCHARD STREET TO SUNSET STREET. WHEREAS, the City of Iowa City desires to make commercial areas along Highway 1 more easily accessible for residents by providing safe pathways for pedestrians and bicyclists to travel on; and WHEREAS, this project will construct a 10 -foot wide trail along the north side of Highway 1 from Sunset Street to Orchard Street, an 8 -foot wide trail along the west side of Orchard Street, and 5 -foot wide sidewalks along the east side of Miller Avenue and the west side of Hudson Avenue; and WHEREAS, the City desires the services of a consulting firm to prepare preliminary and final design for construction of the Highway 1 Trail Project— Orchard Street to Sunset Street; and WHEREAS, the City of Iowa City has negotiated an Agreement for said consulting services with Shive- Hattery, Inc., of Iowa City, Iowa, to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Shive-Hattery, Inc. of Iowa City, Iowa; and WHEREAS, funds for this project are available in the Highway 1 Trail Project — Orchard Street to Sunset Street account #4222-441880. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 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. Passed and approved this 6th day of September 20 11 ATTEST: hS - C TY ERK pweng/resmesIpAgt-Hwyi Rec`rrall.doc MAYOR A Approved by �clAitti�t.�nw..rayr-C hV`�i'�taJ City Attorneys Office Beta, l f ( /_3 Resolution No. 11-297 Page 2 It was moved by Mims and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: wpdalalglossaryliesoluton-le.doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this 6th day of September , 2011, by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Shive- Hattery, Inc., of Iowa City, Iowa, hereinafter referred to as the Consultant. WHEREAS, the City desires to construct a recreational trail along the north side of Highway 1 from Sunset Street to Orchard Street. The project will also include 5 -foot wide sidewalks along the east side of Miller Avenue and the west side of Hudson Avenue, 8 -foot walk along the west side of Orchard Street, Highway 1 crossing at the Wal-Mart entrance, walk connection to the existing walk on the east side of Sunset, and potential connections to Edingale and Ashley Court. NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. SCOPE OF SERVICES Consultant agrees to perform the following services for the City, and to do so in a timely and satisfactory manner. Survey and Base Mapping A. Design Survey The Consultant shall perform surveys as necessary to prepare a strip topography within the project limits route, as shown on Exhibits B and C. B. Base Map Preparation Base maps to facilitate the trail design will be prepared from the topographic survey information. The maps will be prepared along the proposed alignment and will include existing topography features, right-of-way and easement lines, buried utilities based on field locates, and above ground surface features affected by the proposed construction. Preliminary Design Phase C. Preliminary Design 1. Prepare one or more proposed schematic design concepts for City review and approval. 2. Based on an approved schematic design concept plan, prepare a geometric layout plan of the proposed trail. 3. Prepare horizontal and vertical alignments to be used as the basis for final design. 4. Identify design constraints and easement and/or right-of-way needs for phased construction and review construction phasing plan as necessary to coordinate with access and construction. A drawing will be provided to illustrate easement and/or right-of-way needs. 111234-P -2- 5. Develop a preliminary traffic control plan consistent with the proposed construction schedules. 6. Prepare anticipated trail project schedule and opinion of probable construction cost. 7. Prepare and submit required initial submittals to the City and Iowa Department of Transportation (DOT) for preliminary design approval. 8. Meet with City representatives to review preliminary project design and obtain review comments. 9. Attend and participate with neighborhood coordination meeting to review the project. One neighborhood meeting is anticipated. The Consultant will also assist the City with individual meetings with individual property owners as requested. Construction Document Phase A. Final Design Determine the pavement structures including type, thickness of surfacing, subbase design, subdrainage design, typical joint designs, and related pavement details. B. Typical Pavement Sections The final design typical pavement sections will be developed for the project. These sections will show the pavement section, subgrade requirements, grading requirements, and pavement border design. C. Final Plan and Profiles The final design and drafting of the trail plan and profiles will be prepared on base maps prepared for the project. D. Final Design Cross -Sections Prepare the final design of the individual cross-sections for the project. Cross-sections will be developed at a minimum of 50 -foot intervals with additional cross-sections included as necessary. Cross-sections will show the existing ground as well as final grading, foreslopes, backslopes, special subgrade treatment, and other pertinent information. E. Final Design Plans Layout plans and appropriate detailed design drawings showing the project and component parts shall consist of plans, elevations, sections, and other drawings for bidding and construction purposes. Final design and drafting of trail plan and profile sheets will include complete detailed information for location of existing utilities, typical cross-sections, and individual cross-sections. 111234-P -3- F. Final Storm Drainage Design Final design and drafting of the storm sewer system, storm sewer inlets, manholes, culverts, ditches, and other storm drainage appurtenances on the project will be developed. The design of the storm sewer system will be based on current Iowa City design standards. G. Erosion Control Final design and drafting of temporary and permanent erosion control measures to be provided on the project during construction will be completed. A stormwater pollution prevention plan (SWPPP) and NPDES permit binder will be included with the project. H. Signing and Pavement Markings Final design and drafting of roadway/trail signing and pavement markings which are to be a permanent part of the project. Final Design of Incidental Components Incidental design work necessary for the project concept such as sidewalk ramps, relocations, etc. not specifically stated herein necessary to construct a final completed project shall be the responsibility of the Consultant and no additional compensation shall be provided. Specifications The Statewide Urban Design Standards (SUDAS) will be utilized as the technical specifications for the project. The City of Iowa City standard contract documents will also be utilized for this project. Supplemental specifications and special provisions required by the project will be prepared and incorporated with the standard documents. K. Final Quantities The final bid quantities will be determined and included with the project specifications bidding form. L. Final Cost Opinion Following completion of the final design, an opinion of probable construction costs based on the final design will be prepared. M. Submittals, Reviews, and Revisions Submit plans, approximately review and field examination. with the City. 111234-P 80% complete, to the City to facilitate plans/specification Participate in field examination and plan/specification review N. Final Plan and Specification Submittal Submit final plans, specifications, contract documents, and opinion of probable construction costs to the City and Iowa DOT for final approval. O. Assemble Plan Documents Following final plan revisions, assemble title sheet, project quantities and reference sheet, location plan, pavement detail sheets, grading plan and profile sheets, typical section and tabulation sheets, and cross-section sheets. P. Utilities Submit plans to affected utility companies and communicate relocation needs. The City will lead the coordination effort with utilities. The Consultant will provide assistance as needed. Permitting Provide sensitive areas ordinance evaluation, archeological, endangered species, and wetland delineation reporting of the project corridor. Survey will be completed by the consultant staff and specialty subconsultant, Transition Ecology. Wapsi Valley shall be a subconsultant to Transition Ecology. Submit findings to the appropriate jurisdiction. Prepare and submit Iowa Department of Transportation Highway Right of Way for Recreational Trail Operation permit application. Bidding and Construction Phases The City will provide bidding and construction phase services. The Consultant will respond to questions during the bidding and construction phases, prepare addenda as appropriate, and attend the preconstruction conference. Additional Services Right -of -Way/ Easement Services: At this time the extent of permanent and/or temporary easements or right-of-way is unknown for the project. Right -of -Way / Easement services such as preparation of plats and legal descriptions may be provided as additional services. Environmental Mitigation: Should environmental mitigation be required for the project, these mitigation services may be provided as additional services. Geotechnical: Geotechnical investigation services may be added as additional services. Traffic & Transportation Engineering: Traffic engineering including pedestrian signals may be added as additional services. 111234-P -5 - II. TIME OF COMPLETION The Consultant. shall complete the following phases of the Project in accordance with the schedule shown below. Start Complete Survey & Base Mapping September 2011 September 2011 Preliminary Design Phase October 2011 December 2011 Construction Document Phase January 2012 March 2012 Bidding April 2012 Construction 2012 Needs for temporary and/or permanent easements and/or right-of-way shall be defined during the preliminary design phase. The schedule will be adjusted as needed depending upon project acquisition needs. III. GENERAL TERMS A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. B. Should the City terminate this Agreement, the Consultant shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "lump sum" amount listed in Section IV. The City may terminate this Agreement upon seven (7) calendar days' written notice to the Consultant. C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be without the written consent of all Parties to said Agreement. D. It is understood and agreed that the retention of the Consultant by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but the Consultant shall have the right to employ such assistance as may be required for the performance of the Project. E. It is agreed by the City that all records and files pertaining to information needed by the Consultant for the project shall be available by said City upon reasonable request to the Consultant. The City agrees to furnish all reasonable assistance in the use of these records and files. 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. 111234-P am G. At the request of the City, the Consultant shall attend meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the City shall be given with reasonable notice to the Consultant to assure attendance. H. The Consultant agrees to furnish, upon termination of this Agreement and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Consultant pursuant to this Agreement without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the Consultant shall not be liable for the City's use of such documents on other projects. I. The Consultant agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The City agrees to tender the Consultant all fees in a timely manner, excepting, however, that failure of the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the City. The Consultant shall be allowed to keep mylar reproducible copies for the Consultant's own filing use. M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the City. N. Upon signing this agreement, Consultant acknowledged that Section 362.5 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. O. The Consultant agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for the Consultant's negligent acts, errors and omissions to the City in the sum of $1,000,000. 111234-P -7 - IV. COMPENSATION FOR SERVICES The Consultant shall be compensated for the above scope of services for an hourly not -to -exceed fee of $136,750 calculated based on the rate schedule attached and incorporated herein. An estimated breakout of the fee is as set out below. The Consultant shall be compensated for reimbursable expenses such as mileage, postage, printing and plotting for the project according to the rate schedule attached hereto. The Consultant shall obtain prior written approval from the City prior to performing any work beyond that set out in the above scope of services. The Consultant shall be compensated on an hourly basis, as well as compensated for expenses, for any work beyond that set out in the above scope of services. Hourly Not -to -Exceed Fee Schedule Survey & Base Mapping $14,500 Preliminary Design Phase 55,000 Construction Document Phase 48,500 Permitting Phase 11,750 Bidding and Construction Phase 5,000 Expenses 22,000 Total $136,750 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 THE CITY Date: September 6, 2011 / ATTEST: Mariam -K'. Karr, City Clerk pwVo=slccnsagmtf m 111234-P FOR THE CONSULTANT By: Fes'" ` I , T"7�iL�---- Kevin P. Trom, PE Title: Project Manager Date: August 29, 2011 Approved by: City Attomey's Office Date EXHIBIT A STANDARD HOURLY FEE SCHEDULE Highway 1 Trail Project PROFESSIONAL STAFF: Grade 1 $ 75.00 Grade 2 $ 88.00 Grade 3 $ 98.00 Grade 4 $109.00 Grade 5 $119.00 Grade 6 $129.00 Grade 7 $143.00 Grade 8 $156.00 Grade 9 $171.00 ADMIN STAFF: $ 51.00 SURVEY STAFF: One Person $ 98.00 Two Person $152.00 REIMBURSABLE EXPENSES: TECHNICAL STAFF: Grade 1 $ 51.00 Grade 2 $ 60.00 Grade 3 $ 69.00 Grade 4 $ 78.00 Grade 5 $ 88.00 Grade 6 $ 97.00 Grade 7 $108.00 TRAVEL IN-HOUSE SERVICES Mileage- Car/Truck $0.55/ Mile Prints/Plots: Mileage -Survey Trucks $0.65/ Mile Bond $ .30/Sq.Ft. Lodging, Meals Cost+ 10% Mylar $ .75/Sq.Ft. Airfare Cost+10% Photogloss $ .90/Sq.Ft. Car Rental Cost+ 10% Color Bond $ .60 /Sq.Ft. Foam Core Mounting $ 13.00 OUTSIDE SERVICES Computer Services Cost+ 10% Color Prints: Aerial Photogrammetry Cost + 10% Letter Size $ 1.00 *Professional Services Cost+ 10% Legal Size $ 2.00 Prints/Plots/Photos Cost + 10% 3-D Scanner/Hour $300.00 Deliveries Cost+ 10% *Professional Services includes Transition Ecology (subconsultant) Cost = $90 per hour and Wapsi Valley (subconsultant to Transition Ecology) Hourly Cost = not -to -exceed $2,895.00 111234P -fp J -7-3 Prepared by: Josh Slattery, Civil Engineer, 410 E. Washington St, Iowa City, IA 52240 319-356-5149 RESOLUTION NO. 12-186 RESOLUTION AUTHORIZING THE ACQUISITION OF PROPERTY INTERESTS NECESSARY FOR CONSTRUCTION OF THE HIGHWAY 1 TRAIL PROJECT — ORCHARD STREET TO SUNSET STREET. WHEREAS, the City of Iowa City desires to construct the Highway 1 Trail Project — Orchard Street to Sunset Street ("Project") which includes the construction of a 10 -foot wide trail along the north side of Highway 1 from Orchard Street to Sunset Street, an 8 -foot wide sidewalk along the west side of Orchard Street, and 4 -foot wide sidewalks along the east side of Miller Avenue and the west side of Hudson Avenue; and WHEREAS, the City Council has determined that construction of the Project is a valid public purpose under State and Federal law, and has further determined that acquisition of certain property rights is necessary to construct, operate and maintain the proposed project; and WHEREAS, the City staff has determined the location of the proposed Project; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City; and WHEREAS, funds for this project are available in the Highway 1 Sidewalk/rrail — Riverside Dr. to Sunset account # 4222. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. 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 Highway 1 Trail Project — Orchard Street to Sunset Street ("Project") which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of said property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under state 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. 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. Resolution No. 12-186 Page 2 Passed and approved this 17th day of April 2012 ATTEST: //igaet -) CITY CLERK A proved by City Attorney's Office q 112 It was moved by trims and seconded by nobyns the Resolution be adopted, and upon roll call there were: AYES: NAYS: x x x x x x x Pweng/res/hwyt trail-acpuirepropAm ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton Prepared by: Josh Slattery, Public Works, 410 E. Washington Sl., Iowa City, IA 52240,(319)356-5149 RESOLUTION NO. 12-272 RESOLUTION SETTING A PUBLIC HEARING ON JUNE 19, 2012 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Highway 1 Sidewalk/Trail - Riverside Drive to Sunset account # 4222. 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 19th day of June, 2012, 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 5th day of June _,20 12 Approved by ATTEST: r ,y�� . hiL� CIERK City Attorney's Office pweig\ms\setphHwyi-TmilPmiect.dw 5112 Resolution No. Page 2 It was moved by Payne and seconded by Mims the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton ENGINEER'S ESTIMATE 1 June 5, 201.0' City Clerk City of Iowa City, Iowa Re: Highway 1 Trail — Orchard Street to Sunset Street Project Dear City Clerk: � r � CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX www.icgov.org The estimate for this project is $1,066,000 with a 10% project contingency of $106,000. Sincerely, Joshua J. Slattery, P.E. Civil Engineer N O _ Q N M v� o CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET IOWA CITY, IOWA I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signature: Name: Kevin P. Trom, PE Date: My license renewal date is December 31, 2013 111234-0 SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET TABLE OF CONTENTS NOTICE TO BIDDERS .................... NOTE TO BIDDERS ....................... FORM OF PROPOSAL ................... BIDBOND..................................................................... FORM OF AGREEMENT .............................................. PERFORMANCE AND PAYMENT BOND .................... CONTRACT COMPLIANCE (ANTI -DISCRIMINATION REQUIREMENTS)......... GENERAL CONDITIONS .............................................. SUPPLEMENTARY CONDITIONS ............................... Page Number .......................................... AF -1 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS........................................................................................... TECHNICAL SECTION DIVISION 1 - GENERAL REQUIREMENTS ............ SC -1 ............ R-1 Section 01010 Summary of the Work.......................................................... Section 01025 Measurement and Payment ................................................ Section 01310 Progress and Schedules..................................................... Section 01420 Amendments to SUDAS Specifications ......................... Section 01570 Traffic Control and Construction Facilities ........................... r `Section 01737 Stormwater Pollution Prevention Plan ................................. Section 01737A Stormwater Pollution Prevention Plan — Contractor/Subcontractor Certification ............................... Section 01737B Stormwater Pollution Prevention Plan — Inspection Report Section 01737C Stormwater Pollution Prevention Plan — Table of Contractor/Subcontractors Implementing Erosion/ Sedimentation Control Measures ....................................... Section 01737D Iowa Department of Natural Resources NPDES General Permit No. 2 "Stone Water Discharge Associated With Construction Activities" ........................... Section 01737E Stormwater Pollution Prevention Plan — Owner Certification ............................................................. 111234-0 01010-1 01025-1 01310-1 01420-1 01570-1 01737-1 01737A-1 017376-1 01737C-1 01737D-1 01737E-1 DIVISION 2 - SITE WORK Section 2010 Earthwork, Subgrade, and Subbase (Refer to SUDAS Standard Specifications) Section 02050 Demolitions, Removals and Abandonments ....................... 02050-1 Section 02370 Erosion and Sedimentation Control ..................................... 02370-1 Section 02660 Accepted Manufacturers for Water Distribution Materials and Water Distribution Specifications .................. 02660-1 Section 02665 Water Service Work for Contractors .................................... 02665-1 DIVISION 3—TRENCH EXCAVATION AND BACKFILL Section 3010 Trench Excavation and Backfill (Refer to SUDAS standard Specifications) Section 3020 Trenchless Construction (Refer to SUDAS standard Specifications) DIVISION 4 — SEWERS AND DRAINS Section 4020 Storm Sewers (Refer to SUDAS Standard Specifications) Section 4030 Pipe Culverts (Refer to SUDAS Standard Specifications) Section 4060 Cleaning, Inspection, and Testing of Sewers (Refer to SUDAS Standard Specifications) DIVISION 6 — STRUCTURES FOR SANITARY AND STORM SEWERS =_ 0 Section 6010 Structures for Sanitary and Storm Sewers (Refer to SUDAS Stan4a4.Specifications) Section 6030 Cleaning, Inspection, and Testing of Structures (Refer to SUDA"tendard Specifications) DIVISION 7 — STREETS AND RELATED WORK Section 7010 Portland Cement Concrete Pavement (Refer to SUDAS Standard specifications) Section 7020 Hot Mix Asphalt Pavement (Refer to SUDAS Standard Specifications) Section 7030 Recreational Trails, Sidewalks, and Driveways (Refer to SUDAS Standard Specifications) DIVISION 9 — SITE WORK AND LANDSCAPING Section 9010 Site Work and Landscaping (Referto SUDAS Standard Specifications) Section 9020 Sodding (Refer to SUDAS Standard Specifications) DIVISION 32 — EXTERIOR IMPROVEMENTS Section 32 1723.13 Painted Pavement Markings ....................................... 32 1723.13-1 fililliF4cilS9 NOTICE TO BIDDERS HIGHWAY 1 TRAIL PROJECT — ORCHARD STREET TO SUNSET STREET Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 24th day of July, 2012. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 31 st day of July, 2012, or at special meeting called for that purpose. The Project will involve the following: Construction of a 10 -foot wide 6" thick PCC trail approximately 1.0 miles from Orchard Street to Sunset Street. The project also includes 4 -foot sidewalks along Miller and Hudson Streets and an 8 -foot walk along Orchard Street from Hwy 1 to Benton Street. All work is to be done in strict compliance with the plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa c City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to 111234-0 AF -1 be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Phase 1 shall be complete by October 16, 2012. Phase 2 shall be complete by October 1, 2013. Phase 3 shall begin no earlier than March 1, 2013 and shall be complete by June 1, 2013. Liquidated Damages: $500 per calendar day per phase. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifi- cations and form of proposal blanks may be secured at the Office of City of Iowa City, City Engineer's office, by bona fide bidders. A $50 refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 1112340 AF -2 no n �� rn 2. 3. n NOTE TO BIDDERS The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Bid submittals are: Envelope 1: Envelope 2: Bid Bond Form of Proposal 111234-U NB -1 FORM OF PROPOSAL HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount. of $ in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda , and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. 111234-0 FP -1 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 CLEARING AND GRUBBING LS 1 $ $ 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 16,115 $ $ 3 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 5,110 $ $ 4 MODIFIED SUBBASE CY 185 $ $ 5 SHOULDER FINISHING, EARTH STA 122.40 $ $ 6 REMOVAL OF GRAVEL SY 660 $ $ 7 P.C. CONCRETE PAVEMENT, CL -C, CL -3.7 -INCH SY 154 $ $ 8 P.C. CONCRETE PAVEMENT, CL -C, CL -3,8 -INCH SY 243 $ $ 9 P.C. CONCRETE PAVEMENT, CL -C, CL -3, 10 -INCH SY 590 $ $ 10 HMA MIXTURE, BASE COURSE, 3/4 -INCH MIX (1M ESAL) TON 100 $ $ 11 HMA MIXTURE, SURFACE COURSE, 1/2 -INCH MIX (1M ESAL) TON 290 $ $ 12 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 30 $ $ 13 APRONS, CONCRETE, 12 -INCH DIA. EACH 2 $ $ 14 APRONS, CONCRETE, 15 -INCH DIA. EACH 4 $ $ 15 APRONS, CONCRETE, 18 -INCH DIA. EACH 8 $ $ 16 APRONS, CONCRETE, 24 -INCH DIA. EACH 2 $ $ 17 APRONS, CONCRETE, 36 -INCH DIA. EACH 1 $ $ 18 REMOVE / REINSTALL PCC PIPE APRONS LESS/EQUAL TO 36 -INCH EACH 1 $ $ 19 MANHOLE, STORM SEWER, SW -401.48 -INCH EACH 4 $ $ 20 MANHOLE, STORM SEWER, SW -401,60 -INCH. EACH 2 $ $ 21 INTAKE, SW -501 EACH 6 $ $ 22 INTAKE, S*407 EACH 1 $ $ 23 INTAKE, Sv"08 EACH 2 $ $ 24 INTAKE, SW -511 - EACH 2 $ $ 25 INTAKE, SW-512,304ICH EACH 4 $ $ 26 INTAKE, Wq12, � ' H EACH 2 $ S N C] 27 MANH0LEMJUSTMENT EACH 15 $ $ 28 STORM SEWER, TRENCHED, DUCTILE IRON PIPE, 12 -INCH LF 8 $ $ 29 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 12 -INCH LF 50 $ $ 30 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 15 -INCH LF 642 $ $ 31 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 18 -INCH LF 208 $ $ 32 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 24 -INCH LF 299 $ $ 33 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 36 -INCH LF 36 $ $ 111234-0 FP -2 34 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 -INCH LF 238 $ $ 35 CONNECT STORM SEWER TO EXISTING STRUCTURE EACH 5 $ $ 36 REMOVAL OF PAVEMENT SY 2,880 $ $ 37 RECREATIONAL TRAIL AND WALK, PCC, 6 -INCH SY 6,835 $ $ 38 SPECIAL SUBGRADE PREPARATION SY 1,770 $ $ 39 REMOVAL OF SIDEWALK BY 400 $ $ 40 SIDEWALK, P.C. CONCRETE, 4 -INCH SY 790 $ $ 41 SIDEWALK, P.C. CONCRETE, 6 -INCH, WITH INTEGRAL CURB SY 45 $ $ 42 DETECTABLE WARNINGS FOR CURB RAMPS SF 440 $ $ 43 CURB AND GUTTER, P.C. CONCRETE, 3.0 FT. LF 600 $ $ 44 DRIVEWAY, P.C. CONCRETE, 6 -INCH SY 1,015 $ 45 REMOVALS, PER PLAN LS 1G$- 46 REVETMENT TON 382 $ 47 RELOCATE ELECTRIC HANDHOLE EACH 4 $ $ 48 REMOVE AND REINSTALL LIGHT POLE EACH 1 $ -$- 49 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 7 $ 4- 50 REMOVE I RECONSTRUCT LANDSCAPE TIMBER RETAINING WALL LS 1 $ $ 51 RELOCATE BUS SHELTER LS 1 $ $ 52 ADJUSTMENT OF FIXTURE EACH 25 $ $ 53 PAINTED PAVEMENT MARKINGS, DURABLE STA 41.40 $ $ 64 TRAFFIC CONTROL LS 1 $ $ 55 MOBILIZATION LS 1 $ $ 56 WATER MAIN, TRENCHED, 6 -INCH DIP, CLASS 52 LF 120 $ $ 57 WATER MAIN, TRENCHED, 8 -INCH DIP, CLASS 52 LF 420 $ $ 58 WATER MAIN, TRENCHLESS, 6 -INCH RJ DIP, SNAP-LOK, CLASS 53 LF 125 $ $ 59 WATER SERVICE STUB, COPPER EACH 6 $ $ 60 WATER SERVICE, TRENCHLESS, COPPER, 1 -INCH LF 45 $ $ 61 WATER SERVICE, TRENCHLESS, COPPER, 2 -INCH LF 40 $ $ 62 VALVE, GATE, DIP, 6 -INCH EACH 4 $ $ 63 VALVE, GATE, DIP, 8 -INCH EACH 2 $ $ 64 VALVE, GATE, DIP, 12 -INCH EACH 1 $ $ 65 FITTING, BEND, 45 -DEGREE, 6 -INCH EACH 4 $ $ 66 FITTING, TEE, 8 -INCH x 6 -INCH EACH 1 $ $ 111234-0 FP -3 67 FITTING, REDUCER, 8 -INCH x6 -INCH EACH 1 $ $ 68 TAPPING SLEEVE AND VALVE, 6 -INCH x 64NCH EACH 1 $ $ 69 TAPPING SLEEVE AND VALVE, 8 -INCH x 8 -INCH EACH 1 $ $ 70 TAPPING SLEEVE AND VALVE, 12 -INCH x 6 -INCH EACH 1 $ $ 71 REMOVAL, FIRE HYDRANT ASSEMBLY EACH 7 $ $ 72 REMOVAL, WATER MAIN LS 1 $ $ 73 FIRE HYDRANT ASSEMBLY EACH 8 $ $ 74 HYDROSEEDING ACRE 6.D0 $ $ 75 SODDING SQ 350 $ S 76 MULCH, SHREDDED CY 35 $ $ 77 TURF REINFORCEMENT MAT SQ 1,165 $ $ 78 CURB INLET FILTER EACH 18 $ $ 79 INTAKE PROTECTION BAG EACH 12 $ $ 80 INTAKE PROTECTION BAG WITH CURB FILTER EACH 6 $ $ 81 SILT FENCE LF 350 $ $ 82 COMPOST FILTER TUBE, 12 -INCH DIA. LF 1,150 $ $ 83 CLEAN-OUT OF COMPOST FILTER TUBE / SILT FENCE LF 1,400 $ $ 84 REMOVE COMPOST FILTER TUBE / SILT FENCE LF 1,400 $ $ 85 CONSTRUCTION SURVEY LS 1 $ $ TOTAL BASE BID $ (use words) (figures) 111234-U FP -4 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm Signature: Printed Name: Title: Address: Phone: Contact: 111234-0 FP -5 as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated the Highway 1 Trail Project — Orchard Street to Sunset Street. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, for (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City s acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. c The Principal and the Surety hereto execute this bid bond this A.D., 20_ WRrtess - c= day of (Seal) Principal By (Title) (Seal) Surety By Witness (Attomey-in-fact) Attach Power-of-Attomey 111234-0 BB -1 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the day of 20 for the Highway 1 Trail Project — Orchard Street to Sunset Street, and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction," Series of 2009, Iowa Department of Transportation, as amended; C. Plans; d. Specifications and Supplementary Conditions; e. Notice to Bidders; f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non -Resident Bidding on Non -Federal -Aid Projects; i. Contract Compliance Program (Anti -Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. 111234-0 AG -1 Ci The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this day of Mayor ATTEST: City Clerk ZD �4 = CJ �� d N 20 Contractor ATTEST: (Title) (Company Official) 111234-0 AG -2 Approved By: City Attorneys Office PERFORMANCE AND PAYMENT BOND , as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) , as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of entered into a (date) written Agreement with Owner for the Highway 1 Trail Project — Orchard Street to. Sunset Street; and WHEREAS, the Agreement requires execution of this Performance and Payment -Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient 111234-0 PB -1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. 20 SIGNED AND SEALED THIS IN THE PRESENCE OF: - Witness 111234-0 PB -2 DAY OF , (Principal) (Title) (Surety) (Title) (Street) (City, State, Zip) (Phone) Contract _ _N 0 O ^' Compliance Program -`- TGnR#a .---- CITY OF IOWA CITY SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment PROVISIONS: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. AH contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. N _ 0 N 111234-0 CC -1 SECTION II -ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor' shall include consultants and vendors.) a. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenficeship. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et sea.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. N 3 Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Offices (Please print) Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 111234-0 CC -2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Number Title Print Name Date 111234-0 CC -3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer'. (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?' Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 111234-0 CC -4 �City of 0IN C` Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. 111234-0 CC -5 2-3-1 CHAPTER 3 DISCRIMINATORY PRACTICES SECTION: 2-3-1: Employment; Exceptions 2-3-2: Public Accommodation; Exceptions 2-3-3: Credit Transactions; Exceptions 2-3-4: Education 2-3-5: Aiding Or Abetting; Retaliation; Intimidation 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, upgrade or refer for employ- ment, or to otherwise discriminate in employment against any other person or to discharge any employee be- cause of age, color, creed, disability, gender Identity, marital status, nation- al origin, race, religion, sex or sexual orientation. B. It shall be unlawful for any labor orga- nization to refuse to admit to member- ship, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprentice- ship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or train- ing because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such ap- plicant or member. 2-3-1 C. It shall be unlawful for any employer, employment agency, labor organiza- tion or the employees or members thereof to directly or indirectly adver- tise or in any other manner Indicate or publicize that Individuals are unwel- come, objectionable or not solicited for employment of membership be- cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to preg- nancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy Is a prima facie violation of this Title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscar- riage, childbirth and recovery there- from are, for all job-related purposes, temporary disabilities and shall be treated as such under any health or temporary disability Insurance or sick leave plan available in connection with employment or any written or unwrit- ten employment policies and practices Involving terms and conditions of employment as applied to other tem- porary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or pro - 897 Iowa City 111234-0 CC -6 2.3.1 spective employee a test for the pres- ence of the antibody to the human immunodeficiency virus. An agree- ment between an employer, employ- ment agency, labor organization or their employees, agents or members and an employee or prospective em- ployee concerning employment, pay or benefits to an employee or pro- spective employee in return for taking a test for the presence of the antibody to the human Immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the State epidemiologist determines and the Director of Public Health declares through the utilization of guidelines established by the Center for Disease Control of the United States Depart- ment of Health and Human Services, that a person with a condition related to acquired Immune deficiency syn- drome poses a significant risk of transmission of the human Immunode- ficiency virus to other persons in a specific occupation. F. The following are exempted from the provisions of this Section: 1. Any bona fide religious Institution or Its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifica- tions are related to a bona fide reli- gious purpose. A religious qualifica- tion for instructional personnel or an --- administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or reli- gldus: institution shall be presumed to ba "ona fide occupational qualifica- tioti:_(Ord. 94-3647, 11-8-1994) 897 Iowa City 111234-0 CC -7 2-3-1 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employ- ment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, mari- tal status, national origin, race, reli- gion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such em- ployment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. 5. To employ on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted nar- rowly. 6. A State or Federal program de- signed to benefit a specific age classi- fication which serves a bona fide pub- lic purpose. 7. To employ on the basis of disability in those certain instances where pres- ence of disability is a bona fide occu- pational qualification reasonably nec- essary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 94-3647, 11.8-1994) GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2009, as amended, shall apply except as amended in the Supplementary Conditions. 111234-0 GC -1 N O Q N 7� � t"9 rn 1.1 N 111234-0 GC -1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti -Discrimination Requirements) S-9 Measurement and Payment S-10 Taxes S-11 Construction Stakes S-12 Restriction on Non -Resident Bidding on Non -Federal -Aid Projects Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2009, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. ",IQOT STANDARD SPECIFICATIONS" shall "Standard Specifications for Highway and amended. S-2 LIMITATIONS OF OPERATIONS. mean the Iowa Department of Transportation Bridge Construction," Series of 2009, as Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. 111234-0 SC -1 S-3 INSURANCE. A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and/or to halt work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: Type of Coveraae Comprehensive General Liability Each Occurrence Bodily Injury & Property Damage' $1,000,000 Automobile Liability Bodily Injury & Property Damage Excess Liability $1,000,000 n Aaareaate $2,000,000 Combined Single Limit $1,000,000 $1,000,000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. 'Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best 111234-0 SC -2 In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 1. The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and on the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractors Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 3. If Contractors liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims -made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers, or if Contractors insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractors insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. c. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. 'Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured N retention than the insurance which it replaces. N 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractors insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and pursue any and all remedies available to the City. 111234-0 SC -3 6. In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 7. In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. C. HOLD HARMLESS The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its officers, employees, and agents from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by ejther of them. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS: CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the [DOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. 111234-0 SC -4 S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right -to -know. S-7 EMPLOYMENT PRACTICES. Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S-8 CONTRACT COMPLIANCE PROGRAM (ANTI -DISCRIMINATION REQUIREMENTS) For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC -1. S-9 MEASUREMENT AND PAYMENT. Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the IDOT STANDARD SPECIFICATIONS. S-10 TAXES. Contractors -and approved subcontractors will be provided a Sales Tax Exemption Certificate to purchase building materials, supplies, or equipment in the performance of the contract. The Contractor shall s0bmit the information necessary for the certificates to be issued. 111234-0 SC -5 S-11 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes and marks. Any necessary re -staking will be at the Contractor's expense and will be charged at a rate of $75 per hour. S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS. The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the same as this section) and submit it to the Engineer before work can begin on the project. Note that these requirements involve only highway projects not funded with Federal monies. L7 N 111234-0 SC -6 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS PROJECT NAME: TYPE OF WORK: DATE OF LETTING: 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. That preference is equal to the preference given or required by the state or foreign country in which the non-resident bidder is a resident. 'Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted business for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. This qualification as resident bidder shall be maintained by the bidder and his/her contractors and subcontractors at the work site until the project is completed. I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until its completion. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: 6/12 data atrNngWaatarSper mtera.aoc 111234-0 R-1 Division 01 General Requirements Division 01 SECTION 01010 SUMMARY OF THE WORK PART1-GENERAL General description, not all inclusive. A. Base Bid Work: 1. Install erosion controls. 2. Clear and grub, strip topsoil, and prepare the site. 3. Coordinate utility relocations with the utility. 0 4. Construct drainage culverts and stone sewer system. 5. Grade the site androvide compaction and sub , p pac grade preparation. — m 6. Construct PCC trail, sidewalks, and drives. 7. Backfill and grade the project. 8. Seed, fertilize, mulch and install erosion controls for the project. 9. Provide, maintain and comply with the Stormwater Pollution Prevention Plan (SWPPP) throughout the duration of the project. 10. Remove erosion controls upon site stabilization. 11. All other work as shown on the plans and contained in the specifications. 5/02 sMrtd`en�neabpasu`OI010 111234-0 01010-1 SECTION 01025 MEASUREMENT AND PAYMENT PART1-GENERAL L01 SUMMARY.• A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. L02 STANDARDOFMEASUREMENTS. A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Part 3 of this Section. The Contractor will be given an opo&tunity to be present during measurement. c, ' L03 SCOPEOFPAYMENT.• �— A. The Contractor shall accept the compensation as herein provided as,f411 payment for; famishing materials, labor, tools and equipment and for performing work under the contract; also, for costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B. Construction items may be bid as a lump sum or as itemized work, which will be paid on a unit cost basis. In either case, some work may be required for which a separate pay item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. PART 2 -PRODUCTS 2.01 NONE PART 3 - EXECUTION 3.01 PROCEDURE. A. Payment under this contract shall occur no more than once per month for work completed by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated offsite. The 5% retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 111234-0 01025-1 3.02 BID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused by the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation — for top soil removal and replacement (unless it is listed as an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, installation of all -- - necessary sheeting, bracing and temporary fencing around all open excavations and supply, ;< placement and compaction of specified backfill. Fhe prices for those items which involve surface removal adjacent to buildings or vaults :-shall include compensation to protect exposed surfaces from water which may leak or seep N ` i o vaults and/or basements. " All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as an item in the FORM OF PROPOSAL. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. 111234-0 01025-2 B. Bin ITEM DESCRIPTIONS 1. Clearing and Grubbing (LS) Unit price includes material, equipment and labor necessary to cut, remove and dispose of trees, stumps, roots, logs, down timber and branches, hedges, brush, shrubs, vegetation, rubbish and field fence within the limits of clearing and grubbing or as shown on the Plans and as directed by the Engineer. Payment will be based on the percentage complete of the lump sum bid price. 2. Excavation, Class 10, Roadway and Borrow (CY) The estimated quantities are: 835 cubic yards cut and 16,115 cubic yards fill (including 30% shrink). This item will be paid based on the plan quantity for fill of 16,115 cubic yards. No measurement will be made. Included with this item is all work required to bring the trail to the proper subgrade elevation and density along the entire cross section with a uniform surface free of debris. Also included is cutting, loading, hauling and disposal of unsuitable material, including existing gravel drives as shown on the Plans, below grade excavation, borrow and hauling, placing, forming, drying watering and compaction of fill material. c Approved Contractor -provided borrow pit and materials, as needed, shalt4e incidental to this item. There will be no payment for overhaul. 3. Topsoil, Strip, Salvage and Spread (CY) Unit price includes material, equipment and labor necessary to remove iopsal from cuts, or areas to be covered by fill, preparation of vegetation, and hauling, depositing, and spreading the topsoil on areas to be seeded and sodded. Other items include mowing, plowing, blading, disking, and stockpiling. Topsoil shall be removed to a uniform 6 -inch depth. This item will be paid based on the plan quantity of cubic yards of topsoil stripped, salvaged and respread. No measurement will be made. 4. Modified Subbase (CY) Unit price includes material, equipment and labor necessary to furnish, place, and compact aggregate base as shown on the plans. Other item included is subgrade preparation. Measurement will be by volume and payment will be based on the unit bid price for the number of cubic yards satisfactorily constructed. Contractor will be required to provide rock tickets. 5. Shoulder Finishing, Earth (STA) Unit price includes material, equipment and labor necessary to complete the grading and preparation of shoulders along the trail. The unit price for this item will be paid based on the number of stations in the contract documents along each edge of pavement for the 10 -foot width trail and the 8 -foot width sidewalk. Where trail segments intersect, the length along the curves will be used to determine the quantity, there will be no overlapping or duplication in these areas. 6. Removal of Gravel (SY) Unit price includes material, equipment and labor necessary to remove gravel drives in the locations shown on the plans. Other items include protection of utilities and disposal of unsuitable material. Measurement will be by area and payment will be 111234-0 01025-3 based on the unit bid price for the number of square yards satisfactorily removed. 7. P.C. Concrete Pavement, CL -C, CL -3,7 -Inch (SY) 8. P.C. Concrete Pavement, CL -C, CL -3,8 -Inch (SY) 9. P.C. Concrete Pavement, CL -C, CL -3, 10 -Inch (SY) Unit price includes material, equipment and labor necessary to construct PCC pavement at the specified width, thickness, and locations as shown on the plans. Other items include sawcutting, protection of utilities, integral curb, form setting, application of curing compound, jointing, joint sealing, fixture block-out, or any other means necessary to complete the work. Measurement will be by area and payment will be based on the unit bid price for the number of square yards satisfactorily constructed. 10. HMA Mixture, Base Course,'/. -Inch Mix, IM ESAL (TON) Unit price includes material, equipment and labor necessary to provide, place, and construct HMA pavement at the locations shown on the plans. Other items included are scarifying and recwmpacting the subgrade, preparation of surfaces to receive HMA, placement and compaction of HMA, tack coat, HMA pavement samples, and HMA testing. This item also includes adjustments to existing utility fixtures, including but not limited to valves to the new pavement or ground elevations as shown on the plans. Measurement will be by weight and payment will be based on the number of tons satisfactorily constructed and tested. 11. HMA Mixture, Surface Course, %Inch Mix, 1 M ESAL (TON) Unit price includes material, equipment and labor necessary to provide, place, and construct HMA pavement at the locations shown on the plans. Other items included are preparation of surfaces to receive HMA, placement and compaction of HMA, tack coat, HMA pavement samples, and HMA testing. Measurement will be by weight and _= payment will be based on the number of tons satisfactorily constructed and tested. -<- - ,--1-112. Surfacing, Driveway, Class A Crushed Stone (TON) '. J, 1 '_ L? - Unit price includes material, equipment, and labor necessary to provide, place and U grade gravel drives at the specified widths, thicknesses and locations shown on the plans. Other items included are granular backfill, subgrade preparation, and protection of utilities. Measurement will be by weight, established by rock tickets provided in the field at the time of delivery. Payment will be based on the unit bid price for the number of tons satisfactorily placed and compacted. 13. Aprons, Concrete, 12 -Inch Dia. (EACH) 14. Aprons, Concrete, 15 -Inch Dia. (EACH) 15. Aprons, Concrete, 18 -Inch Dia. (EACH) 16. Aprons, Concrete, 24 -Inch Dia. (EACH) 17. Aprons, Concrete, 36 -Inch Dia. (EACH) Unit price includes material, equipment and labor necessary to provide and install aprons at the locations and elevations as shown on the plans. Other items include excavation, shaping of subgrade, bedding, backfill, and hardware. Measurement will be by each, and payment will be based on the unit bid price for the number installed for each size and type. The last two pipe joints before the apron section shall be tied and is incidental to these items. 111234-0 01025-4 18. Remove and Reinstall PCC Pipe Aprons Less Than or Equal to 36 -Inch (EACH) Unit price includes material, equipment and labor necessary to remove and protect existing PCC aprons and reinstall in the locations and elevations shown on the plans. Other items include excavation, shaping of subgrade, bedding, backfill, and hardware. Measurement will be by each, and payment will be based on the unit bid price for the number of aprons satisfactorily removed, protected and reinstalled. The last two pipe joints before the apron section shall be tied and is incidental to this item. 19. Manhole, Storm Sewer, SW -401, 48 -Inch (EACH) 20. Manhole, Storm Sewer, SW -401, 60 -Inch (EACH) Unit price includes material, equipment and labor necessary to excavate, bed, install, and backfill storm sewer manholes in the locations shown in the plans. Other items include dewatering, temporary sheeting and shoring, protection and temporary support of existing utilities, protection of trees, repair or roots, removal and disposal of unsuitable material, incidental concrete, compaction, manhole lid and frame, connection of storm sewers, and other items necessary for constructiop,,of the manhole. Measurement will be by each, and payment will be based on theEbhit bid price for the number of stone sewer manholes satisfactorily constructed.-. 21. Intake, SW -501 (EACH) 22. Intake, SW -507 (EACH) n 23. Intake, SW -508 (EACH) 24. Intake, SW -511 (EACH) 25. Intake, SW -512,30 -Inch (EACH) 26. Intake, SW -512, 36 -Inch (EACH) — Unit price includes material, equipment and labor necessary to excavate, bed, construct and backfill stone sewer intakes. Other items include dewatering, temporary sheeting and shoring, sawcutting, removal and disposal of unsuitable material, incidental concrete, reinforcement, frame and casting, and connections of storm sewer pipes. Measurement will be by each and payment will be based on the unit bid price for the number of intakes satisfactorily constructed. 27. Manhole Adjustment (EACH) Unit price includes material, equipment and labor necessary to adjust the vertical elevations of existing manholes to finished grade. Other items include removal of the existing casting adjusting rings, and/or top section; furnishing and installing adjustment rings, furnishing and installing new casting where noted on the plans, installing new chimney seal (sanitary sewer manholes only), excavation, backfill, and compaction. Measurement will be by each and payment will be based on the unit bid price for the number of manholes satisfactorily adjusted. 28. Storm Sewer, Trenched, Ductile Iron Pipe, 12 -Inch (LF) 29. Storm Sewer, Trenched, RCP, 2000D (CIII), 12 -Inch (LF) 30. Storm Sewer, Trenched, RCP, 2000D (CIII), 15 -Inch (LF) 31. Storm Sewer, Trenched, RCP, 2000D (CIII), 18 -Inch (LF) 32. Stone Sewer, Trenched, RCP, 2000D (CIII), 24 -Inch (LF) 33. Stone Sewer, Trenched, RCP, 2000D (CIII), 36 -Inch (LF) Unit price includes material, equipment and labor necessary to excavate, bed, install and backfill storm sewer pipe. Measurement for each size and type of pipe will be along the pipe centerline. Measurement shall exclude the space across manholes and 111234-0 01025-5 intakes. Where the pipe discharges to a ditch or waterway, measurement will be to the end of the pipe, exclusive of aprons. The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: a. Adapters, collars, connections, core drilling, and tapping required for connections to adjacent storm sewer, dissimilar pipes, manholes, or other Unit price includes material, equipment and labor necessary to remove existing storm sewer pipe in the locations shown on the plans. Other items include protection of utilities, protection of trees, removal and disposal of unsuitable material, cut and plug of existing storm sewer lines or intakes, incidental concrete and other items necessary for removal of the storm sewer. Measurement will be by linear foot and payment will be based on the number of linear feet of storm sewer satisfactorily removed. 35. Connect Storm Sewer to Existing Structure (EACH) Unit price includes material, equipment and labor necessary to connect new storm 111234-0 01025-6 appurtenances as noted in the Plans. b. Trench excavation including furnishing necessary equipment and labor. C. Trench boxes required for safety and to minimize disturbance to features to be saved. d. Exploratory digging required to determine location of existing structures or potential conflicts. e. Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. L Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements. g. Supply, placement and compaction of standard backfill and granular backfill material. Granular backfill material shall be used in trenches under or within 5 feet of pavement or as otherwise indicated or specified on the plans and by the Engineer. h. Dewatering trenches and excavations for pipe, intakes, manholes and associated structures including furnishing pumps, piping, well points, etc., as required. -- i. Temporary connections, piping, and pumping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures. t a = j. Frost excavation, frost ripping, frost blankets, or other activities associated — with cold weather. ' - C-' k. Testing of sewers as required. 1. Temporary support of existing utility mains and service lines. �3 in. Repair or replacement of utility services damaged by the Contractor. n. Permanent connections and stubs with caps for sump pump, drainage, and field tiles of various sizes, including backfill as specified by the Engineer. 34. Remove Storm Sewer Pipe Less Than or Equal to 36 -Inch (LF) Unit price includes material, equipment and labor necessary to remove existing storm sewer pipe in the locations shown on the plans. Other items include protection of utilities, protection of trees, removal and disposal of unsuitable material, cut and plug of existing storm sewer lines or intakes, incidental concrete and other items necessary for removal of the storm sewer. Measurement will be by linear foot and payment will be based on the number of linear feet of storm sewer satisfactorily removed. 35. Connect Storm Sewer to Existing Structure (EACH) Unit price includes material, equipment and labor necessary to connect new storm 111234-0 01025-6 sewer pipe to an existing structure. Other items include excavation, dewatering, backfill and compaction; concrete removal and disposal, grouting, adapters, collars, connections, core drilling, and tapping required for connections to adjacent storm sewer, dissimilar pipes, manholes, or other appurtenances as noted in the plans. Measurement will be by each and payment will be based on the unit bid price for the number of connections satisfactorily constructed. 36. Removal of Pavement (Sl) Unit price includes material, equipment and labor necessary to remove pavements at locations shown on the plans, including Portland Cement Concrete, full depth Asphalt Cement Concrete, and/or brick roadways, driveways, parking lots, and curb and gutter. Other items include sawcutting, removal and disposal of all material from the site. All proposed saw cuts must be approved by the Engineer, and removal operations shall conform to the construction phasing noted on the plans or as otherwise approved or directed by the Engineer. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of pavement satisfactorily removed. 37. Recreational Trail and Walk, PCC, 6 -Inch (SY) U ^' Unit price includes material, equipment and labor necessary to coftauct Portland`: , Cement Concrete Recreational Trail at the specified widths, thicknesses, grades and locations shown on the plans. Quantity includes the 10' width trail,-ihe k width sidewalk, sidewalk connections called out to be 6 -inch depth, - curb ramps and landings. Other items included are sawcutting, preparation and compaction of subgrade, protection of utilities, form setting, supply, placement and finishing of concrete, application of curing compound, jointing, joint sealing, and fixture block-out. Curb grinding at the locations shown on the plans is incidental to this item. Curb grinding is to be completed in accordance with the curb ramp details shown on the plans to provide required slopes between street gutter and curb ramps. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of Recreational Trail satisfactorily constructed at the specified widths, thicknesses, longitudinal and transverse grades, and locations shown on the plans. Aggregate durability class for all P.C. Concrete paving shall be Class 3. If weather conditions prohibit the use of Class M, P.C. Concrete, a deduct will be negotiated for the reduced cement content in Class C, P.C. Concrete. Pavement smoothness shall be evaluated for main line pavement per current Iowa DOT Specifications. 38. Special Subgrade Preparation (Sl) Unit price includes material, equipment and labor necessary to prepare the subgrade under the 10' width trail and 8' width sidewalk in accordance with the sections shown on the plans. Other items include supplying water as required to bring subgrade moisture content to within specified limits. Measurement will be by area, and includes a distance of 2 -feet outside the pavement on either side of the trail. Payment will be based on the unit bid price for the number of square yards satisfactorily 111234-0 01025-7 prepared. 39. Removal of Sidewalk (SY) Unit price includes material, equipment and labor necessary to remove sidewalk at the locations shown on the plans. Other items included are sawcutting and disposal of existing material from the site. Measurement will be by area and payment will be based on the unit bid price for the number of square yards satisfactorily removed. 40. Sidewalk, P.C. Concrete, 4 -Inch (SY) 41. Sidewalk, P.C. Concrete, 6 -Inch, With Integral Curb (SY) Unit price includes material, equipment and labor necessary to construct PCC sidewalk at the specified width, thickness, and locations as shown on the plans. Other items include sawcutting, preparation and compaction of subgrade, protection of utilities, form setting, integral curb construction as shown on the plans, application of curing compound, jointing, joint sealing, fixture block-out, backfilling at curb line, or any other means necessary to complete the work. Measurement will be by area and payment will be based on the unit bid price for the number of square yards satisfactorily constructed. 42. Detectable Warnings for Curb Ramps (SF) Unit price includes material, equipment and labor necessary to install ADA compliant cast-iron detectable warning units of the type, and at the locations, shown on the plans. Measurement will be by area and payment will be based on the unit bid price for the number of square feet of detectable warnings satisfactorily installed. Unit price includes material, equipment and labor necessary to construct PCC driveway, aprons, and associated crossing sidewalk panels at the specified width, thickness, and locations as shown on the plans. Other items include sawcutting, preparation and compaction of subgrade and subbase, protection of utilities, form setting, integral curb construction as shown on the plans, application of curing compound, expansion joints, jointing, joint sealing, fixture block-out, backfilling at curb line, or any other means necessary to complete the work Measurement will be by area and payment will be based on the unit bid price for the number of square yards satisfactorily constructed. 45. Removals, Per Plan (LS) Unit price includes material, equipment and labor necessary to remove and dispose of existing guard rail and posts, light pole base (Sheet C2.03) and existing field fence (Sheet C2.04). Other items include protection of utilities and protection of existing 111234-0 01025-8 43. Curb and Gutter, P.C. Concrete, 3.0 FT. (LF) Unit price includes material, equipment and labor necessary to construct concrete curb and gutter at the specified widths, thicknesses and elevations shown on the plans. Other items include excavation required to place forms and to prepare granular —t UF_ subbase at required elevations, forming, supply, placement and finishing of concrete, to Curing, jointing and joint sealing, and backfilling at curb lines. Measurement will be '— `- t—< by linear foot and payment will be based on the number of linear feet of curb and gutter satisfactorily constructed. 0 44. Driveway, P.C. Concrete, 6 -Inch (SY) Unit price includes material, equipment and labor necessary to construct PCC driveway, aprons, and associated crossing sidewalk panels at the specified width, thickness, and locations as shown on the plans. Other items include sawcutting, preparation and compaction of subgrade and subbase, protection of utilities, form setting, integral curb construction as shown on the plans, application of curing compound, expansion joints, jointing, joint sealing, fixture block-out, backfilling at curb line, or any other means necessary to complete the work Measurement will be by area and payment will be based on the unit bid price for the number of square yards satisfactorily constructed. 45. Removals, Per Plan (LS) Unit price includes material, equipment and labor necessary to remove and dispose of existing guard rail and posts, light pole base (Sheet C2.03) and existing field fence (Sheet C2.04). Other items include protection of utilities and protection of existing 111234-0 01025-8 monument signs. Payment will be based on percentage complete for the lump sum bid price. 46. Revetment (TON) Unit price includes material, equipment and labor necessary to install revetment and filter blanket of the type indicated, and in the location shown on the plans. Other items include excavation, preparation and shaping of the subgrade; supply and placement of engineering fabric and rock, and provisions to keep rock from being contaminated with soil during subsequent construction activities. Measurement will be by weight, established by rock tickets provided in the field at the time of delivery. Payment will be based on the unit bid price for the number of tons of revetment satisfactorily constructed. 47. Relocate Electric Handhole (EACH) Unit price includes material, equipment, and labor necessary to remove, protect, and reinstall existing electric handholes as shown on the plans. Item includes providing new Type 2 precast handhole to replace existing structure for the handhole adjacent to Paul's Discount monument sign. Other items include excavation and backfill, granular bedding, extending and rewiring of electric cable and access conduit to the new locations, fittings and cable hooks, grout, protection of utilities, removal and disposal of unsuitable materials, and incidental concrete. Measurement and payment will be based on the unit bid price for the number of handholes satisfad drily removed and reinstalled. 48. Remove and Reinstall Light Pole (EACH) Unit price includes material, equipment, and labor necessary to remove, protect, and' reinstall existing light poles shown on the plans. Other items include extendidg and` rewiring electric service lines to the new location, protection of utilities, remoY31 and disposal of unsuitable materials, and incidental concrete. Measurement and payment will be based on the unit bid price for the number of light poles satisfactorily removed and reinstalled. 49. Remove and Reinstall Sign as Per Plan (EACH) Unit price includes material, equipment, and labor necessary to remove, protect, and reinstall existing signs and poles as shown on the plans. Other items included are temporary relocations of signs as directed by the Owner's Representative, the protection of utilities, removal and disposal of unsuitable materials, and incidental concrete. Measurement and payment will be based on the unit bid price for the number of signs satisfactorily removed and reinstalled. 50. Remove and Reconstruct Landscape Timber Retaining Wall (LS) Unit price includes material, equipment and labor necessary to remove and rebuild the landscape timber retaining wall as shown in the plans. Other items include protection of utilities, excavation and backfill, hardware, salvage and reinstallation of tie -back system components, remove discarded timbers from the site, furnish and installation of new landscape timbers to match the type and size of existing, and removal of unsuitable material. Payment will be based on percentage complete for the lump sum bid price. 51. Relocate Bus Shelter (LS) 111234-0 01025-9 Lump sum price includes material, equipment and labor necessary to remove, protect, and reinstall existing bus shelter at the location, and in the manner, shown on the plans. Other items include protection of utilities, and removal and disposal of unsuitable materials. Payment will be based on percentage complete for the lump sum bid price. 52. Adjustment of Fixture (EACH) Unit price includes material, equipment and labor necessary to adjust existing utility fixtures, including but not limited to valves and utility hand holes to the new pavement or ground elevations as shown on the plans. Other items include protection of utilities, furnishing and installing concrete caps on all valves to be within paving, and removal and disposal of unsuitable materials. Measurement and payment will be based on the unit bid price for the number of fixtures satisfactorily adjusted. 53. Painted Pavement Markings, Durable (STA) Unit price includes material, equipment and labor necessary to place epoxy pavement markings as shown on the plans. Other items include marking out and field reviewing layout with Owner' Representative, removal of existing lane lines and stop bars as noted in the Plans, cleaning and surface preparation, and providing and establishing traffic control barricades during curing. Measurement will be based on the equivalent length of a 4 -inch wide solid line. Payment will be based on the unit bid price for the number of stations satisfactorily placed. 54. Traffic Control (LS) The lump sum price for this item will be paid based on percent complete for furnishing, installing, maintaining, moving, relocating, and removing all traffic control — devices including barricades, safety fencing, drums, lights, signs, flaggers, and orange safety fence at traiVsidewalk closed locations, advanced sidewalk closed signage — locations, and work adjacent to and within Highway 1 and all other local streets, sidewalks, and parking lots. 4, v i— ' ' = Mobilization (LS) —' See Iowa DOT Standard Specification Section 2533. Also included are costs for r — bonding, meetings, permits, maintenance bond, and demobilization. Also includes material, equipment, and labor necessary to provide, install, and maintain the components shown on the SWPPP Plans (excludes silt fence, filter tube, intake protection, turf reinforcement mat, and ditch checks) and Specifications, and within the erosion control permit, including inspection and reporting requirements. Partial payments shall be made as follows: 25% of this item when 5% of the original project sum is earned. 75% of this item when 25% of the original project sum is earned. 100% of this item when 100% of the original project sum is earned. 56. Water Main, Trenched, 6 -Inch DIP, Class 52 (LF) 57. Water Main, Trenched, 8 -Inch DIP, Class 52 (LF) Unit price includes material, equipment and labor necessary to install water main as 111234-0 01025-10 shown on the plans. Other items include protection of utilities, fencing and landscaping, disposal of materials, trench excavation, dewatering, temporary sheeting and shoring, placement and compaction of bedding and backfill, thrust blocks, tracer wire, polywrap, testing, disinfection, and removal of excess spoil. Also includes connections of new water main to existing water main pipe with megalug restrained joint solid sleeves as shown in the plans. Measurement of the pipe will be along the pipe centerline, from ends of pipe to ends of pipe. Payment will be based on the unit bid price for the number of linear feet satisfactorily installed. 58. Water Main, Trenchless, 6 -Inch RJ DIP, Snap -Lok, Class 53 (LF) Unit price includes material, equipment and labor necessary to install water main by trenchless method as shown on the plans. Other items include trenchless installation materials and equipment, protection of utilities, disposal of materials, pit excavation, dewatering, tracer wire, testing, disinfection, and removal of excess spoil. Measurement of the pipe will be along the pipe centerline, from ends of pip" ends of pipe. Payment will be based on the unit bid price for the number of limgar feet satisfactorily installed. 59. Water Service Stub, Copper (EACH) Unit price includes material, equipment and labor necessary to remove existing. water " service and curb stop, and install new service and curb stop from the new -main. Location and sizes of new services are shown on the plans, and range from finch to 2 -inch diameter. No distinction in unit price shall be made for the various Rrvice sizes specified. Other items include protection of utilities, disposal of materials, excavation, dewatering, temporary sheeting and shoring, placement and compaction of bedding and backfill, tapping saddle and corporation at new main, service pipe, fittings, stop, stop box, concrete caps for curb stops to be located within paving, and other items necessary for installation of new services. Measurement will be by each and payment will be based on the unit bid price for the number of water services satisfactorily installed. 60. Water Service, Trenchless, Copper, 1-hich (LF) 61. Water Service, Trenchless, Copper, 2 -Inch (LF) Unit price includes material, equipment and labor necessary to thrust bore water service lines under streets at the locations shown in the plans. Other items include protection of utilities, excavation, backfill, compaction, and removal of unsuitable material. Measurement will be by length and payment will be based on the unit bid price for the number of linear feet satisfactorily installed. 62. Valve, Gate, DIP, 6 -Inch (EACH) 63. Valve, Gate, DIP, 8-hich (EACH) 64. Valve, Gate, DIP, 12 -Inch (EACH) Unit price includes material, equipment and labor necessary to install water valves in the locations shown on the plans. Other items include protection of utilities, valve boxes, and other items necessary for installation of water valves. Measurement will be by each, and payment will be based on the unit bid price for the number of water valves satisfactorily constructed. 65. Fitting, Bend, 45 -Degree, 6-htch (EACH) 66. Fitting, Tee, 8 -Inch x 6 -Inch (EACH) 67. Fitting, Reducer, 8 -Inch x 6 -Inch (EACH) 111234-0 01025-11 Unit price includes material, equipment and labor necessary to furnish and install water main fittings at the locations shown in the plans. Other items include restrained joints, thrust blocks, and other items necessary for installation of fittings. Measurement will be by each and payment will be based on the unit bid price for the number of fittings satisfactorily constructed. 68. Tapping Sleeve and Valve, 6 -Inch x 6 -Inch (EACH) 69. Tapping Sleeve and Valve, 8 -Inch x 8 -Inch (EACH) 70. Tapping Sleeve and Valve, 12 -Inch x 6 -Inch (EACH) Unit price includes material, equipment and labor necessary to furnish tapping sleeves for installation at the locations shown in the plans. All tapping sleeve connections will be completed by the Owner. Contractor is required to coordinate the work. Other items include protection of utilities, excavation, bedding, backfill and compaction. Measurement will be by each and payment will be based on the unit bid price for the number of tapping sleeves satisfactorily installed. 71. Removal, Fire Hydrant Assembly (EACH) Unit price includes material, equipment and labor necessary to remove existing fire hydrant assemblies as shown on the plans and return to Owner for refurbishing. Other items include protection of utilities and coordination with the water department. Measurement will be by each and payment will be based on the unit bid price for the number of hydrant assemblies satisfactorily removed and return to the Owner. 72. Removal, Water Main (LS) mss, i E N Lump sum price includes material, equipment and labor necessary to remove existing water main pipe, valves, tees and fittings in the locations shown on the plans. Other items include protection of utilities, removal and replacement of thrust blocks as needed, and the abandonment and capping of existing water main. Payment will be based on percentage complete for the lump sum bid price. Fire Hydrant Assembly (EACH) Unit price includes material, equipment and labor necessary to install fire hydrant assemblies in the locations shown in the plans. Other items include protection of utilities, anchor tee, barrel extensions sufficient to achieve proper bury depth of anchoring pipe and height of fire hydrant above finished grade, and components to connect the fire hydrant to the water main, including anchoring pipe, fittings, thrust blocks, pea gravel or porous backfill material, fire hydrant auxiliary valve and appurtenances, and tracer wire terminal boxes. Measurement will be by each and payment will be based on the unit bid price for the number of hydrant assemblies satisfactorily installed. 74. Hydroseeding (ACRE) Unit price includes material, equipment, and labor necessary to complete and maintain hydro -seeding of disturbed areas as shown on the plans. Other items include removal of rock and other debris from the area, protection of trees, repairing rills and washes, preparing the seedbed, furnishing and placing seed, including any treatment required, furnishing and placing fertilizer and mulch, and furnishing water and other care during the care period. Also included is a one-year guarantee commencing with acceptance 111234-0 01025-12 of the project by City Council. No distinction in unit price shall be made for various seed mixtures specified (Refer to Sheet C1.03 for division between seed types). No additional payment will be issued for areas disturbed by the Contractor outside the construction easements. Estimated quantity includes disturbed area as shown on the plans plus an estimated 1.9 acres for various staging/storage areas. Measurement will be by area and payment will be based on the unit bid price for the number of acres satisfactorily hydro -seeded Note: Water may be obtained at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive. All water must be paid for in advance at the Civic Center, 410 E. Washington Street. 75. Sodding (SQ) Unit price includes material, equipment and labor necessary to place and water sod in the locations shown on the plans. Other items include subgrade repair, preparation of sod and sodbed, stakes, fertilizing, watering, any necessary sod replacements during the maintenance period, and clean-up. Also included is a one-year guarantee commencing with acceptance of the project by City Council. Measurers will be determined by the actual area covered, and payment will be based oi_* unit -bid price for the number of squares (1 square = 100 square feet) of sod satisfactorily.instaltgd_ and maintained. Note: Water may be obtained at the Contractor's expense at the builc*ter'fill station located at 1200 S. Riverside Drive. All water must be paid for in advance aLthe Civic' Center, 410 E. Washington Street. 76. Mulch, Shredded (Cl) Unit price includes material, equipment, and labor necessary to provide and place mulch ground cover at the specified widths, thicknesses and locations shown on the plans. Measurement will be by volume and payment will be based on the unit bid price for the number of cubic yards satisfactorily constructed. Contractor will be required to provide material tickets. 77. Turf Reinforcement Mat (SQ) Unit price includes material, equipment, and labor necessary to supply and install the specified turf reinforcement mat at the locations shown on the plans. Other items include excavation, staples, anchoring devices, anchoring slots, terminal folds, lap joints, and maintenance. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Measurement will be determined by the actual area covered, and payment will be based on the unit bid price for the number of squares (1 square = 100 square feet) of turf reinforcement mat satisfactorily installed and maintained. 78. Curb Inlet Filter (EACH) 79. Intake Protection Bag (EACH) 80. Intake Protection Bag with Curb Filter (EACH) Unit price includes material, equipment, and labor necessary to install, maintain, and remove erosion control devices at the locations indicted on the plans or as directed by the Engineer. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Measurement will be by each and payment will 111234-0 01025-13 be based on the unit bid price for the number of each type of intake protection devices installed, maintained, and removed. Partial payments shall be made as follows: 60% of this item after installation 100% of this item after maintenance and removal 81. Silt Fence (LF) 82. Compost Filter Tube, 12 -Inch Dia. (LF) 83. Clean-out of Compost Filter Tube / Silt Fence (LF) 84. Remove Compost Filter Tube / Silt Fence (LF) Unit price includes material, equipment and labor necessary to install, maintain, and remove erosion control devices at locations indicated on the plans or as directed by the Engineer. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Measurement will by length and payment will be based on the unit bid price for the number of linear feet of compost filter tube or silt fence satisfactorily installed, cleaned -out, and removed. 85. Construction Survey (LS) 11/00 :�ngi n p iiWI025e« Lump sum price includes material, equipment and labor necessary to provide construction survey and staking layout for all components of the project. Payment will be based on percentage complete for the lump sum bid price. 111234-0 01025-14 LL N C) O N Lump sum price includes material, equipment and labor necessary to provide construction survey and staking layout for all components of the project. Payment will be based on percentage complete for the lump sum bid price. 111234-0 01025-14 SECTION 01310 PROGRESS AND SCHEDULES PART1-GENERAL 1.01 SUMMARY.• A. Prepare, submit and update as necessary a schedule of the work. B. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption is a high priority. Scheduling of work shall be planned with this in mind. L02 SUBMITTALS. A. The Contractor shall submit prior to the Pre -Construction meeting a detailed scbe4lule of the proposed work with the controlling operation identified. The schedule shaffinclude proposed dates and durations of street closings. Work may not begin until the s&&dule ,is__ approved by the Engineer. B. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART2-PRODUCTS None. PART 3 -EXECUTION 3.01 MEETINGS PRIOR TO CONSTRUCTION. A. A Pre -Construction meeting will be held prior to beginning work. 3.01 PROGRESS OF WORK.• A. The Work shall be completed in accordance with the phasing schedule listed below (refer to Plan Sheet A.02 for detail on work within each phase). Liquidated damages of $500.00 per calendar day per phase will be charged on work after each specified completion date. Phase l: Begins at "Notice to Proceed," and is to be completed by October 16, 2012. Phase 2: Begins at "Notice to Proceed," and is to be completed by October 1, 2013. Phase 3: Begins on March 1, 2013, and is to be completed by June 1, 2013. B. No work shall be done between the hours of 10:00 p.m. and 7:00 am. without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. C. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular). 111234-0 01310-1 D. Restoration activities will follow closely behind the work even if multiple mobilizations are necessary. 3.03 TRAIL AND SIDEWALK CLOSINGS: A. Notify the Engineer four days in advance of any existing trail and sidewalk closings. No existing trail or sidewalk may be closed without the Engineer's approval and said notification. 11/00 shanM&ng neer\s cm n\01310.dm 111234-0 01310-2 iia ~i V N Ci d N 11/00 shanM&ng neer\s cm n\01310.dm 111234-0 01310-2 SECTION 01420 AMENDMENTS TO SUDAS SPECIFICATIONS PART1 GENERAL 1.01 RELATED DOCUMENTS: A. The following SURAS Specification Sections apply to this Section: 1. Section 2010 — Earthwork, Subgrade, and Subbase 2. Section 3010 — Trench Excavation and Backfill 3. Section 4020 — Storm Sewers 4. Section 4030 — Pipe Culverts 5. Section 4060 — Cleaning, Inspection, and Testing of Sewers N G1 6. Section 5010 — Pipe and Fittings 7. Section 5020 —Valves, Fire Hydrants, and Appurtenances =. c� 8. Section 6010 — Structures for Sanitary and Storm Sewers = ' 9. Section 7010 — Portland Cement Concrete Pavement 10. Section 7020 — Hot Mix Asphalt Pavement 11. Section 7030 — Recreational Trails, Sidewalks, and Driveways 12. Section 9010 — Seeding 13. Section 9040 — Erosion and Sediment Control 1.02 AMENDMENTS: A. Section 2010 — Earthwork, Subgrade, and Subbase I. DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT AND PAYMENT A. Refer to Section 01025 —Measurement and Payment" 111234-0 01420-1 SECTION 01420 AMENDMENTS TO SUDAS SPECIFICATIONS B. Section 3010 —Trench Excavation and Backfill DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT AND PAYMENT A. Refer to Section 01025 —Measurement and Payment" C. Section 4020 — Storm Sewers DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT AND PAYMENT A. Refer to Section 01025 —Measurement and Payment" D. Section 4030 — Pipe Culverts 1. DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and REPLACE with the following: P. "1.08 MEASUREMENT AND PAYMENT �-1-s A. Refer to Section 01025 —Measurement and Payment' E. _ S(0bn 4060 — Cleaning, Inspection, and Testing of Sewers U - <� ' _ N 1. cDELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and o —REPLACE with the following: N "1.08 MEASUREMENT AND PAYMENT A. Refer to Section 01025 —Measurement and Payment" F. Section 6010 — Structures for Sanitary and Storm Sewers DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT AND PAYMENT A. Refer to Section 01025 —Measurement and Payment" 111234-0 01420-2 SECTION 01420 AMENDMENTS TO SUDAS SPECIFICATIONS G. Section 7010 — Portland Cement Concrete Pavement 1. DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT AND PAYMENT A. Refer to Section 01025 —Measurement and Payment" H. Section 7020 — Hot Mix Asphalt Pavement 1. DELETE Paragraph 1.08 MEASUREMENT FOR PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT FOR PAYMENT �a A. Refer to Section 01025 —Measurement and Payment" ' -� _• I. Section 7030 — Recreational Trails, Sidewalks, and Driveways w 1. DELETE Paragraph 1.08 MEASUREMENT AND PAYMENT in itis; ntirety and TI REPLACE with the following. "1.08 MEASUREMENT AND PAYMENT , ,} A. Refer to Section 01025 —Measurement and Payment" J. Section 9010 — Seeding 1. DELETE Paragraph 1.08 MEASUREMENT FOR PAYMENT in its entirety and REPLACE with the following: 1: ul 1: a ►Y • : ': /ul ►1 A. Refer to Section 01025 —Measurement and Payment" K. Section 9040 — Erosion and Sediment Control I. DELETE Paragraph 1.08 MEASUREMENT FOR PAYMENT in its entirety and REPLACE with the following: "1.08 MEASUREMENT FOR PAYMENT A. Refer to Section 01025 —Measurement and Payment" 111234-0 01420-3 SECTION 01420 AMENDMENTS TO SUDAS SPECIFICATIONS 2. DELETE Paragraph 3.01 SWPPP PREPARATION in its entirety and REPLACE with the following: "3.01 SWPPP PREPARATION A. Refer to Section 01737 — Stonnwater Pollution Prevention Plan" 3. DELETE Paragraph 3.02 SWPPP MANAGEMENT in its entirety and REPLACE with the following: "3.02 SWPPP MANAGEMENT A. Refer to Section 01737 — Stonnwater Pollution Prevention Plan" 4. DELETE Paragraph 3.03 EROSION AND SEDIMENT CONTROL INSPECTION in its entirety and REPLACE with the following: "3.03 EROSION AND SEDHVIENT CONTROL INSPECTION A. Refer to Section 01737 — Stormwater Pollution Prevention Plan" PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) 111234-0 01420-4 a O N 111234-0 01420-4 SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART1-GENERAL 1.01 SUMMARY.• A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. L02 REFERENCES. A. IDOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2003 Edition, as revised. !J C. Traffic Control Notes on project plans. PART 2 -PRODUCTS 7-- :7 2.01 MATERIALS: rf: A. Traffic control devices may be new or used, but must meet the requirements of the-IDOT Standard Specifications. B. All construction fence shall be new and securely fastened to approved posts and installed as directed by the Engineer. PART 3 - EXECUTION 3.01 TECHMQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 11. General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. Division 25. Miscellaneous Construction. Section 2528. Traffic Control. 3.02 MAINTENANCE OF FACILITIES: A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non -work hours. Repair, replace and maintain as necessary. 3.03 EXC4VATIONS. 111234-0 01570-1 A. All excavations shall be fenced. 3.04 ADDITIONAL FACILITIES: A. All signs, barricades and fences within and beyond the project area deemed appropriate by the Engineer shall be the responsibility of the Contractor. 11/00 shartadx ginm\ p s4 W1570.dw 111234-0 01570-2 L) CV C -i C4 11/00 shartadx ginm\ p s4 W1570.dw 111234-0 01570-2 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN PART 1 GENERAL 1.01 DESCRIPTION A. This Stormwater Pollution Prevention Plan (SWPPP) has been prepared to satisfy the requirements of the Iowa Department of Natural Resources (Iowa DNR), General Permit No. 2, for "Stormwater Discharges Associated with Industrial Activity for Construction Activities." Refer to Section 01737D. B. Contractor shall be responsible for implementation of the S WPPP within the contract limits identified on the Stormwater Pollution Prevention Plan. C. In addition to the requirements of this Section, Contractor shall comply with all requirements of the General Permit No. 2 and with applicable Iowa DNR and 12� EPA regulations. .Z Drainage patterns. 2. Approximate slopes after major grading. L02 SITE DESCRIPTION Areas of soil disturbance. 4. Locations of structural controls. A. See Cover Sheet of Drawings for general location map. Locations of non-structural controls. 6. Locations of areas to be stabilized. B. The site consists of approximately 10.05 acres, and is located in the SW and SE Surface drainageways. Quarter of Section 16, SE Quarter of Section 17, NE Quarter of Section 20, and NW Stormwater discharge locations. Quarter of Section 21, Township 79 North, Range 6, West of the 5th Principal - Meridian, Johnson County, Iowa City, Iowa. The site consists primarily of recreational trail development. C. The activity at this site will consist of recreational trail and sidewalk construction. It is anticipated that approximately 7.2 of the 10.05 acres of the site will be disturbed during the construction activities. The pre -development runoff coefficient is 0.30 and it is expected that the post -development runoff coefficient will be 0.40. D. The Stormwater Pollution Prevention Plan shows the following: 1. Drainage patterns. 2. Approximate slopes after major grading. 3. Areas of soil disturbance. 4. Locations of structural controls. 5. Locations of non-structural controls. 6. Locations of areas to be stabilized. 7. Surface drainageways. 8. Stormwater discharge locations. E. Stormwater runoff from the site will discharge to the storm sewer and will ultimately discharge to the Ralston Creek. 111234-0 01737-1 L03 CONTROLS A. Major soil disturbing activities at the site will consist of grading activities and construction of new trail and sidewalks. For these activities, the erosion/sedimentation control measures, both structural and non-structural, and implementation of these controls is described herein or is shown on the Stormwater Pollution Prevention Plan. L04 POST -DEVELOPMENT STORMWA TER MANAGEMENT PLAN A. The post -development stormwater management plan consists of maintaining the system of storm sewers, intakes, and vegetative cover. It is anticipated that this plan will achieve the goal of 80 percent removal of total suspended solids. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.01 GENERAL EROSIONISEDIMENTA TION CONTROL MEASURES A. During construction activities, the following practices will be observed 1. A sign or other notice must be posted near the main entrance of the construction site. The sign or notice must contain the following information: a. A copy of the completed Notice of Intent (NOI) as submitted to the Iowa Department of Natural Resources (IDNR). b. Project description and permit number. C. The current location of the S WPPP and name and telephone number of a contact person for scheduling viewing times. 2. For linear projects, the sign or notice must be posted at a publicly accessible location near the active part of the construction site. 3 Contractor is responsible for installation and maintenance of a rain gauge. The rain gauge shall be installed in an area free of obstructions. Rain gauge will be utilized for inspection purposes to determine the amount of rain N deposited after a storm event. Identify the location of the rain gauge on the o N Drawings. 4. Ensure proper disposal of construction site waste materials. No waste materials will be disposed of on-site. The Contractor shall comply with all applicable local, state, and federal requirements regarding the disposal of excess and waste materials. Contractor shall provide to the Owner the locations where waste materials will be disposed of. 5. Prevent off-site tracking of sediments and generation of dust. Stabilized construction entrances or vehicle washing racks should be installed at locations where vehicles leave the site. Tracked sediment will be removed from the surrounding roads, drives, and parking lots by the Contractor. Identify all locations of stabilized construction entrances on the Drawings. Implement dust control measures where dust is generated. Frequent watering of the site, sprinkling/inigation, vegetative cover, mulch, wind breaks, tillage, 111234-0 01737-2 stone, and spray -on chemical soil treatments (palliatives) are possible dust control measures. If the dust control is not acceptable it shall be changed as directed by the Owner's Representative. 6. Treat or dispose of sanitary waste generated on-site in accordance with state and local waste disposal, sanitary sewer, or septic regulations. Identify all locations of portable restroom facilities on the Drawings. Portable restroom facilities must not be located near drainageways. 7. Prevent contamination of allowable non-stormwater discharges. Identify on the Drawings all locations of allowable non-stormwater discharges. Allowable non-stormwater discharges include, but are not limited to, water flushed from water lines, pavement and equipment washing (where no spills or leaks have occurred, unless the spilled material has been cleaned up) where no detergents or other surfactants are used, and uncontaminated groundwater (dewatering). 8. Identify all locations of stockpiled material on the Drawings. Contractor shall provide all erosion/sedimentation controls as necessary to contain material on site. 9. Identify all locations of concrete, paint, and grout washout areas on the Drawings. These areas shall be protected at all times. Contractor shall haul off all waste material on site. Contractor is required to install a sign that designates the washout area. 10. Identify locations of contractor laydown/equipment storage. Contractor shall provide all erosion/sedimentation controls as necessary to contain m¢tqrials on site. 3.02 DESCRIPTION OF CONTROLS A. Minimum erosion/sedimentation control devices are shown on the pans It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as needed to satisfy this requirement. B. Stabilization Controls. All controls shall be in accordance with Section 0237(i - Erosion and Sedimentation Control. - C. Structural Controls. All controls shall be in accordance with Section 02370 - Erosion and Sedimentation Control. 3.03 SEQUENCE OF MAJOR ACTIVITIES A. Contractor shall incorporate all temporary stabilizing and permanent erosion/sedimentation control features into the project at the earliest practicable time and according to the following guidelines: 1. Install intake protection and down slope and side slope perimeter controls before the land disturbing activity occurs. 2. Do not disturb an area until it is necessary for construction to proceed. 3. Cover or stabilize disturbed areas as soon as possible. 4. Time construction activities to limit impact from seasonal climate changes or weather events. 5. Delay construction of infiltration measures until the end of the construction project when upstream drainage areas have been stabilized. 111234-0 01737-3 6. Do not remove temporary perimeter controls until after all upstream areas are finally stabilized. �i<IIiS/f/WAY4per* A. Maintenance and repairs of erosion and sedimentation controls shall be in accordance with Section 02370 - Erosion and Sediment Control. B. The Contractor will be required to maintain all erosion and sedimentation controls in proper working order, including cleaning, repairing, or replacing the controls until final stabilization. C. Refer to Section 02370 - Erosion and Sediment Control for sediment cleaning from controls requirement. If not specified, cleaning of sediment controls will begin when the controls have lost 50% of their capacity. D. The inspection reports can be used to record scheduled maintenance. E. The Contractor will maintain records of the construction activity on the site. These records will be used to make sure that areas, where there is no construction activity, will be stabilized within the required time frame. The SWPPP will be updated to include, at minimum, the following information: 1. The dates when major grading activities occur in a particular area. 2. The dates when construction activities cease in an area, temporarily or permanently. 3. The dates when an area is stabilized, temporarily or permanently. 4. The dates when erosion/sedimentation controls are installed and removed. F. For the SWPPP to be effective, the plan must accurately reflect the construction site features and operations. When the Contractor observes deficiencies in the plan or that the plan is not effective in minimizing pollutant discharge from the site, the plan must o 1 P updated and changed. Any changes that may be required to correct deficiencies in the SWPPP, noted during an inspection, should be made as soon as practical after an [L F- einspection, but in no case later than seven (7) days after the inspection. In addition, N =the SWPPP will be updated to: 1. Include contractors identified after the submittal of the Notice of Intent. These contractors will certify the plan and be identified as co -permittees. 2. Identify any change in ownership or transference of the permit and permit responsibilities. 3.05 SPILL PREVENTIONAAW CLEANUP MEASURES A. The Contractor must include in the SWPPP the Material Safety Data Sheets (MSDS) for all waste materials expected to be stored on site, with updates as appropriate. B. The Contractor is required to furnish and install a spill kit. The spill kit shall be a sealed storage shed located near the construction trailer or fueling area The spill kit shall be relocated as necessary for construction. At a minimum, the spill kit shall contain, but not be limited to the following items: 1. Garbage can 111234-0 01737-4 2. Gloves 3. Safety goggles 4. Broom and dust pan 5. Oil absorbent clay chips or pads C. The spill kit shall be restocked as supplies are used. D. The Contractor is required to install a sign that designates the spill kit. The location of the spill kit shall be identified on the Drawings. E. The Contractor will be required to report any spills of substances that may create a hazardous condition to the Owner's Representative. Iowa law requires that as soon as possible, but not more than six (6) hours after the onset of a hazardous condition the IDNR and local sheriff s office or the office of the sheriff of the affected county be notified by the Owner. F. The Contractor must modify the SWPPP within 14 calendar days of a hazardous condition. The SWPPP shall describe the release and the circumstances leading to the release as well as the date that the release occurred. Steps to prevent the reoccurrence of such releases are to be identified in the plan and implemented. 3.06 JENSPECHONS A. The Contractor shall designate one qualified person to be the Stormwater-Coordinatona. This person will be required to provide inspections for the Contractor-eg-well`8 maintain the SWPPP and all required documentation. - B. Inspections shall be provided by the Contractor who shall inspect dislirbe'd areas of the construction site that have not been fully stabilized at least once every seven (7) calendar days and within 24 hours of the end of a storm event that is 0.5 inches or greater. The SWPPP Inspection Report form in Section 01737B - Stormwater Pollution Prevention Plan - Inspection Report shall be completed for all inspections. C. Disturbed areas and areas used for the storage of materials that are exposed to precipitation shall be observed for evidence of, or the potential for, pollutants entering the drainage system. D. Structural control measures shall be observed to ensure that they are operating correctly. E. Accessible discharge locations shall be observed to determine effectiveness in preventing significant impacts to receiving waters. F. Locations where vehicles enter or exit the site shall be observed for evidence of off- site sediment tracking. G. The Contractor will prepare an inspection report of the pollution control measures. The report will: report the scope of the inspection; provide the name(s) and qualifications of personnel making the inspection; include the date(s) of the inspection; identify any damages or deficiencies in the control measures; identify what 111234-0 01737-5 actions will be taken to modify pollution control practices; and certified by signature. The SWPPP Inspection Report form will be completed for all inspections. H. Based on the results of these inspections, the Contractor shall make revisions as required to protect receiving waters within seven (7) days of the date of such inspection. Results of these inspections shall be recorded on copies of the inspection form provided or other standard format and kept in the Contractor's field office until the project is completed. J. Contractor is required to provide inspections until the site has reached final stabilization and the Notice of Discontinuation (NOD) has been filed by the Owner's Representative. 3.07 IMPLEMENTATION A. The Owner is responsible for submitting the Public Notice of Stormwater Discharge, the Notice of Intent and the Notice of Discontinuation. B. The Owner is responsible for paying the fees for publishing the Public Notices and for submitting the Notice of Intent. C. The Owner is responsible for resubmitting for an extension if necessary. All resubmittal fees will be paid by the Owner. D. The Contractor is responsible for keeping the NPDES permit up to date. E. The Contractor is responsible for the implementation and maintenance of all measures identified in this SWPPP. -` F-1 The Contractor and all subcontractors coming on site to perform soil disturbing ,0 `' activities or implementing erosion/sedimentation control measures are required to certify the SWPPP by signing the certification statement in Section 01737A - r� Stormwater Pollution Prevention Plan - Contractor/Subcontractor Certification one o (1) week prior to start of construction. The SWPPP Certification Statement form at o _ the end of this Section shall be completed by all subcontractors, throughout the duration of the project, before conducting any work at the site. The signed copies shall be kept with this SWPPP in the Contractor's field office until the project is completed. G. The Contractor/Subcontractors implementing erosion/sedimentation controls on site are required to sign the Table of Contractor/Subcontractors Implementing Erosion Control Measures located in Section 01737C - Stormwater Pollution Prevention Plan - Table of Contractor/Subcontractor Implementing Erosion/Sedimentation Control Measures. H. Upon review of the SWPPP, the Owner shall sign the Owner Certification, Section 01737E - Stormwater Pollution Prevention Plan - Owner Certification. 111234-0 01737-6 The Contractor will be responsible for obtaining a City of Iowa City Construction Site Runoff (CSR) permit. The Contractor will be responsible for preparing, obtaining and paying the permit fee for the CSR permit. 3.08 RETENTIONOFRECORDS A. A copy of this SWPPP, including all reports and certifications required by the SWPPP shall be maintained at the construction site by the Contractor from the date of project initiation to the date of final stabilization. B. A copy of this SWPPP, including all reports and certifications required by the SWPPP and records of all data used to complete the Notice of Intent to be covered by the permit, will be kept for a period of at least three (3) years from the date that the site is finally stabilized. C. A copy of the Notice of Intent must be included in the SWPPP. D. All SWPPP plans and associated records must be made available to the Department of Natural Resources and the operator of the municipal separate storm sewer system (MS4) upon request. E. Provide a copy of any modifications to the Stormwater Pollution Prevention Ptah, all1-7 _ SWPPP Certification Statement forms, all SWPPP Inspection Reports and'.the`Table of Contractor/Subcontractors Implementing Erosion Control Measur6ss4Uihe Owner's -- Representative as they are prepared. 3.09 FINAL STABILIZATION A. Final stabilization is reached when all soil disturbing activities at the site have -been completed. This includes the establishment of a uniform perennial vegetative cover for unpaved areas not covered by permanent structures or equivalent permanent stabilization measures (i.e. rip -rap, gabions or geotextiles). Final stabilization must be approved by the Owner's Representative. B. Upon approval by the Owner's Representative, the Contractor is required to remove all temporary erosion/sedimentation controls. C. Within thirty (30) days after all temporary erosion/sedimentation controls have been removed, the Contractor shall notify the Owner to submit the Notice of Discontinuation (NOD) form to the IDNR. 111234-0 01737-7 DOCUMENT 01737A STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR/SUBCONTRACTOR CERTIFICATION NAME OF PROJECT: HIGHWAY I TRAIL — ORCHARD STREET TO SUNSET STREET Certification Statement I certify under penalty of law that I understand the terms and conditions of the General National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co -permittee, along with the Owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co -permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the Storm Water Pollution Prevention Plan developed under this NPDES permit and the terms of the NPDES permit. DESCRIPTION OF CONSTRUCTION ACTIVITY PERFORMED BY THE FOLLOWING CONTRACTOR/SUBCONTRACTOR NAME COMPANY NAME COMPANY ADDRESS TITLE t—> TELEPHONE NO. SIGNATURE DATE KEEP A COPY OF THIS SIGNED CERTIFICATION WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 111234-0 01737A-1 DOCUMENT 01737B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT NAME OF PROJECT Hiehwav 1 Trail — Orchard Street to Sunset Street NAME OF INSPECTOR DATE OF INSPECTION CURRENT WEATHER CONDITIONS TITLE WEEKLY INSPECTION Yes / No SWPPP REVIEWED AND UPDATED SINCE LAST INSPECTION Yes / No INSPECTION AFTER PRECIPITATION Yes / No AMOUNT OF PRECIPITATION DURATION OF STORM EVENT Erosion/Sedimentation Observed Control Measure Change in Control Clean-up Required? Tempe Required? ❑ Ditch Checks Yes / No 13 / Ind _Yes ❑ Silt Fence Yes / No�j+FR ! I ❑ Compost Filter Tube Yes / No 1 i'es / No =1 ^ C, ❑ Stabilized Construction Entrance Yes / No No, ❑ Temporary Seeding Yes / No 1'es. ❑ Mulching/Compost Yes / No Yes / Nu' ❑ Permanent Seeding/Sodding Yes / No Yes / No ❑ Erosion Control Blanket Yes / No Yes / No ❑ Dewatering Filtration Yes / No Yes / No ❑ Intake Protection Bag/Filter Sack Yes / No Yes / No ❑ Concrete, Paint and Grout Washout Area Yes / No Yes / No ❑ Sedimentation Basin Yes / No Yes / No ❑ Curb Inlet Filter Yes / No Yes / No ❑ Transition Mat Yes / No Yes / No ❑ Clean-up of Roadways/Parking Lots/ Yes / No Yes / No Driveways 111234-0 0173713-1 eti DOCUMENT 01737B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT Observations of Discharge Locations Observations of Erosion/Sedimentation Control Measures Is uncontained sediment leaving the site? If yes, describe where and what changes will be made to erosion/sedimentation control devices. Recodaended Revisions to the S WPPP 111234-0 01737B-2 DOCUMENT 01737B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT Inspection Report Certification Statement I certify under penalty of law that this document all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Inspector's Signature Date KEEP A COPY OF THIS CERTIFIED REPORT WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 111234-0 01737B-3 �U 7 111234-0 01737B-3 SECTION 01737C STORMWATER POLLUTION PREVENTION PLAN TABLE OF CONTRACTOR/SUBCONTRACTORS IMPLEMENTING EROSION/SEDIMENTATION CONTROL MEASURES NAME OF PROJECT: HIGHWAY 1 TRAIL — ORCHARD STREET TO SUNSET STREET On the following chart indicate the name of each Contractor or Subcontractor who will implement erosion/sedimentation control measures and which measure they will implement. Name of Contractor/Subcontractor Erosion/Sedimentation Control Measure KEEP A COPY OF THIS TABLE WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 111234-0 01737C-1 NX40I[IN go] ULcYu7 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO.2 "STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES" Effective Date - October 1, 2007 to October 1, 2012 111234-0 01737D-1 IOWA DEPARTMENT OF NATURAL RESOURCES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO.2 EFFECTIVE DATES OCTOBER 1, 2007 THROUGH OCTOBER 1, 2012 FOR LATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES ; 502 EAST 901 STREET DES MOINES, IOWA 50319 515-281-7017 FAX 515-281-8895 www.iowadu.gov/water/stomiwater/index.htm] NPDES GENERAL PERMIT NO.2 TABLE OF CONTENTS PART I. COVERAGE UNDER THIS PERMIT.....................................................................................1 A. PERMIT AREA...................................................................................................................................... 1 B. ELIGIBILITY......................................................................................................................................... 1 C. REQUIRING AN INDIVIDUAL PERMIT.................................................................................................1 D. AUTHORIZATION. PART H. NOTICE OF INTENT (NOI) REQUIREMENTS................................................................. 2 A. DEADLINES FOR FILING A NOTICE OF INTENT.................................................................................. 2 B. FAILURE TO NOTIFY............................................................................................................................ 2 C. CONTENTS OF THE NOTICE OF INTENT D. WHERE TO SUBMIT...................................................................................................................3 E. RENOTIFICATION.........................................................................................................:.�...........:::.....3 i F. TRANSFER OF COVERAGE UNDER THIS PERMIT............................................................................... 4-- G. NOTICE OF DISCONTINUATION...................................................................................:.................v.... 4 PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON- NUMERICLIMITATIONS....................................................................................................................... 4 A. PROHIBITION ON NON -STORM WATER DISCHARGES. B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES. PART IV. STORM WATER POLLUTION PREVENTION PLANS..................................................5 A. DEADLINES FOR POLLUTION PREVENTION PLAN PREPARATION AND COMPLIANCE .................... 5 B. SIGNATURE AND PLAN REVIEW.......................................................................................................... 5 C. KEEPING PLANS CURRENT................................................................................................................. 5 D. CONTENTS OF THE POLLUTION PREVENTION PLAN......................................................................... 6 PART V. RETENTION OF RECORDS..................................................................................................9 PART VI. STANDARD PERMIT CONDITIONS................................................................................10 A. DUTY TO COMPLY.............................................................................................................................10 B. CONTINUATION OF THE EXPIRED GENERAL PERMIT..................................................................... 10 C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE................................................................ 10 D. DUTY TO MMGATE. 10 E. DUTY TO PROVIDE INFORMATION................................................................................................... 10 F. OTHER INFORMATION....................................................................................................................... 10 G. SIGNATORY REQUH2EMENTS............................................................................................................ 10 H. CERTIFICATION................................................................................................................................. 11 1. OIL AND HAZARDOUS SUBSTANCE LIABILITY.................................................................................. 11 J. PROPERTY RIGHTS............................................................................................................................. 11 K. SEVERABILITY................................................................................................................................... 11 L. TRANSFERS. 11 M. PROPER OPERATION AND MAINTENANCE...................................................................................... 11 N. INSPECTION AND ENTRY................................................................................................................... I 1 O. PERMIT ACTIONS........... P. ENVIRONMENTAL LAWS. 12 12 PART VII. REOPENER CLAUSE........................................................................................................12 PART VIII. DEFINITIONS....................................................................................................................12 J N_ O N IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PER No. 2 STORM WATER DIsCRARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTivims EFFECTIVE DATE- OCTOBER 1, 2007 TO OCTOBER 1, 2012 PART I. COVERAGE UNDER THIS PERMIT B. storm water discharges associated with industrial activity for construction activities A. PERMIT AREA This permit covers all areas of which are covered by an existing individual the State of Iowa. NPDES permit or which are issued a permit in accordance with Part I.C. of this permit. B. ELIGIBILITY Storm water discharges authorized by an I. A. Except for discharges identified under existing individual NPDES permit will be Parts I.B.2. and 1.B3., this permit may eligible to apply for coverage under this authorize the discharge of storm water general permit as the existing individual associated with industrial activity from permit expires; and construction sites, (those sites or common plans of development or sale that will result in c. storm water discharges associated with the disturbance of one or more acres total land industrial activity for construction activities area), (hereafter referred to as storm water that the Iowa Department of Natural discharge associated with industrial activity Resources has determined to be or may for construction activities) occurring after the reasonably be expected to be contributing to a effective date of this permit (including violation of a water quality standard. discharges occurring after the effective date of this permit where the construction activity 3. ExCLuSION6 The following "storm water was initiated before the effective date of this discharges associated with industrial activity" permit), including storm water discharge from construction activitiestdp not require a associated with industrial activity from areas NPDES permit: that are dedicated to producing earthen materials, such as soils, sand and gravel, for discharges from agricultural;abd silvicultural use at a single construction site. activities including storm water runoff from - •.1 orchards, cultivated crops, pastures, range B. This permit may authorize storm water lands, and forest lands, but not discharges ) discharge from a construction site that is from concentrated animal feeding operations mixed with storm water discharge associated as defined in 40 CFR 122.23, concentrated with industrial activity from sources other aquatic production facilities as defined in 40 than construction activities provided that the CFR 122.24, discharges to aquaculture storm water discharge from the industrial projects as defined in 40 CFR 122.25, and (non -construction) source is in compliance discharges from silvicultural point sources as with the terms of a NPDES general permit, defined in 40 CFR 122.27. other than this general permit, or individual permit authorizing such discharge. In C. REDUIRING AN INDIVIDUAL PERMIT addition, the storm water other than from construction, shall be in compliance with Part 1. The Department may require any person IV.D.6. of this permit. authorized by this permit to apply for and obtain an individual NPDES permit. The 2. LIMITATIONS ON COVERAGE The following Department may require any owner or storm water discharges associated with operator authorized to discharge under this industrial activity for construction activities permit to apply for an individual NPDES are not authorized by this permit: permit only if the owner or operator has been notified in writing that a permit application is A. storm water discharges that are mixed required. This notice shall include a brief with sources of non -storm water other than statement of the reasons for this decision, an discharges identified in Part III.A.2. of this application form, a statement setting a permit; deadline for the owner or operator to file the application, and a statement that on the effective date of the individual NPDES IOWA DEPARTMENT OF NATURAL REsouRcEs NPDES GENERAL PERMIr No.2 STORM WATER DISCHARGE ASSOCIATED Wrra INDusTRW. Ac ivrrF FOR CONsTaucTioN ACTIVITIES permit, coverage under this general permit shall automatically terminate. If an owner or operator fails to submit an individual NPDES permit application required by the Department under this paragraph, coverage of this general permit automatically is terminated at the end of the day specified for submittal of the individual NPDES application. 2. Any person authorized to discharge under this permit may apply for an individual NPDES permit. In such cases, the discharger shall submit the following in accordance with the requirements of subrule (567)--64.3(4) in the Iowa Administrative Code: A... an individual application, using DNR Fetal 1 and -EPA Form 2F, and, B`. all applicable fees identified in rule (567)--64.16 in the Iowa Administrative o Code. - --T When an individual NPDES permit is issued °.., to .a discharger covered under this general permit, the applicability of this general permit tn1 the individual NPDES permittee is automatically terminated on the effective date of the individual NPDES permit. When an individual NPDES permit is denied to a discharger otherwise subject to this permit, the applicability of this permit to the individual NPDES permittee is automatically terminated on the date of such denial, unless otherwise specified by the Department. D. AUTHORIZATION 1. A discharger must submit a Notice of Intent (NOI) in accordance with the requirements of Part II of this permit in order for storm water discharge associated with industrial activity for construction activities pursuant to Part I.B. of this permit to be authorized to discharge under this general permit. 2. Unless notified by the Department to the EFFECTIVE DATE -OCTOBER 1, 2007 TO OCTOBER 1, 2012 associated with industrial activity for construction activities under the terms and conditions of this permit on the date the completed Notice of Intent was received by the Department or the date construction is scheduled to begin as provided on Form 542- 1415 (Notice of Intent) whichever is later. Upon review of the Notice of Intent, the Department may deny coverage under this permit and require submittal of an application for an individual NPDES permit. PART II. NOTICE OF INTENT (NOI) REQUIREMENTS A. DEADLINES FOR FILING A NOTICE OF INTENT 1. Except as provided in Parts II.A.2. and II.A.3. of this permit, Individuals who intend to obtain coverage for an existing storm water discharge associated with industrial activity for construction activities which expired on or after October 1, 2007, shall submit a complete Notice of Intent (NOI) in accordance with the requirements of Part II.C. on or before April 1, 2008. 2. For storm water discharge associated with industrial activity for construction activities where construction begins after October 1, 1992, construction activities shall not commence until an authorization has been issued for the project by the Department. B. FAILURE To NOTIFY Dischargers who fail to notify the Department of their intent to be covered, and discharge pollutants to water of the United States within Iowa, without an NPDES permit, are in violation of the Clean Water Act and the Code of Iowa. C. CONTENTS OF THE NOTICE OF INTENT A complete Notice of Intent shall include the items described in Parts II.C.I., II.C.2., and II.C.3. of this permit. contrary, dischargers who submit a Notice of 1. A completed Notice of Intent (NOI) form, Intent (NOI) in accordance with the DNR Form 542-1415, signed in accordance requirements of Part II of this permit are with Part VI.G. of this permit. The authorized to discharge storm water IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTR ACTIVITY FOR CONSTRUCTION ACTTVTru:S information on the form shall include the following: A. Name, address, and location of the construction site for which this notification is submitted. The location should be provided as the 1/4 section, township, range, and the county in which the storm water discharge is located. a The owner's name, address, telephone number, and status (federal, state, private, public or other entity). C. The name, address and telephone number of any operator (contractor) that has been identified as having a role in the storm water pollution prevention plan for the site required under Part IV.D.7. of this permit. Contractors (operators) identified after the submittal of the completed Notice of Intent shall be identified in the pollution prevention plan. 2. D. The type of discharge (new or existing as related to October 1, 1992); whether or not the discharge is to a municipal separate storm sewer system; the date the discharge is to 3. commence; the permit status of the discharge; and, the name of the receiving waters. E. An indication if any existing quantitative data is available describing the concentration of pollutants in storm water discharges and a summary of available existing data. (Existing data should not be included as part of the NO], it should retained as part of the Pollution Prevention Plan). F. A brief description of the project; an estimated timetable for major activities; and, an estimate of the number of acres of the site on which soil will be disturbed. G. A certification that compliance with G.(1). through G.(4). are met: EFFECTIVE DATE- OCTOBER 1, 2007 TO OCTOBER 1, 2012 G.(2). the pollution prevention plan will be implemented on October 1, 1992 for any existing storm water discharge associated with industrial activity for construction activities. For a storm water discharge associated with industrial activity for construction activities that commence after October 1, 1992, the pollution prevention plan shall be implemented with the start of construction activities; G.(3). this Notice of Intent will be included and incorporated into the pollution prevention plan and will be updated as required; and, G.(4). the storm water pollution prevention plan provides compliance with section 467A.64 of the Code of I{>,}ya and local sediment and erosion plans add are consistent with the requirements of Pari IV of this general permit - i APPLICABLE FEES Ther -applicable, fees:' specified in Iowa Administrative Code 567 -- 64.16(455B). PUBLIC NOTIFICATION A demonstration that the public notice specified in Iowa Administrative Code 567--64.6(1)"c"(2) was published at least one day, in at least two newspapers with the largest circulation in the area in which the facility is located or the activity will occur. D. WHERE TO SUBMIT Facilities which discharge storm water associated with industrial activity for construction activities must submit items described in Parts II.C.1., 2., and 3. of this permit to the Department at the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th St. Des Moines, IA 50319-0034 G.(1). the pollution prevention plan has E. RENOTIFICATION Prior to the expiration of been developed before this Notice of Intent is an authorization issued under this general submitted to the Department; permit, the permittee is required to resubmit a Notice of Intent (no additional public notices are required) with the Department for IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WrE INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTMrIEs coverage under the new general permit. If a new general permit has not been reissued prior to the expiration of the current permit, the provisions and coverage of the current permit are extended until replaced by the adoption of a new general permit. EFFECTwE DATE -OCTOBER 1, 2007 TO OCTOBER 1, 2012 A. the name of the owner/operator to which the permit was issued; B. the general permit number and permit authorization number; F. TRANSFER OF COVERAGE UNDER THIS c. the date the construction site reached PERMIT For storm water discharge associated final stabilization; and, with industrial activity for construction D. the following certification signed in activities where the ownership changes, the accordance with Part VI.G. of this permit: Department must be notified of the title transfer within 30 days. If a storm water "I certify under penalty of law that disturbed discharge associated with industrial activity soils at the identified facility have been finally for construction activities is covered by this stabilized and temporary erosion and sediment general permit, the new owner(s) shall be control measures have been removed or will subject to all terms and conditions of this be removed at an appropriate time. I general permit. A copy of the notice of understand that by submitting this Notice of trilreer ihatwas sent to the Department shall Discontinuation, that I am no longer berlicluded.in the pollution prevention plan. authorized to discharge storm water For construction activity which is part of a associated with industrial activity for larger conupon plan of development such as a construction activities by Iowa Department of housing or commercial development project, Natural Resources General NPDES Permit if a permittee.iransfers ownership of all or any No. 2. and that discharging pollutants from part of propeaty subject to this permit, both storm water associated with industrial activity thy; permittee and transferee shall be to waters of the United States is unlawful responsible for compliance with the under the Clean Water Act where the provisions of this permit for that portion of discharge is not authorized by a NPDES the project which has been transferred permit" including when the transferred property is less than one acre in area. If the new owner(s) agree in writing to be solely responsible for PART III. SPECIAL CONDITIONS, compliance with the provisions of this permit MANAGEMENT PRACTICES, AND OTHER for the property which has been transferred, NON -NUMERIC LIMITATIONS then the existing permittee(s) shall be relieved of responsibility for compliance with this A. PROHIBITION ON NON -STORM WATER permit for the transferred property, from and DISCRARGES after the date the Department receives written notice of transfer of responsibility. A copy of 1. All discharges authorized by this permit shall the notice of transfer of responsibility shall be be composed entirely of storm water except included in the pollution prevention plan. for non -storm discharges listed in Part III.A.2. G. NOTICE OF DISCONTINUATION 2. Discharges from fire fighting activities; fire hydrant flushings; waters used to wash 1. Within 30 days after final stabilization at a vehicles in accordance with Part construction site (as defined in Part VIII of IV.D.2.C.(2).; potable water sources including this permit), the operator or owner of the waterline flushings; irrigation drainage; facility shall submit a Notice of routine external building washdown which Discontinuation to the Department. does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous 2. The Notice of Discontinuation shall include materials have not occurred (unless all spilled the following information: material has been removed) and where IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTrvrry FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE -OCTOBER 1, 2007 TO OCTOBER 1, 2012 detergents are not used; air conditioning A. DEADLINES FOR POLLUTION PREVENTION condensate; springs; and foundation or footing PLAN PREPARATION AND COMPLIANCE drains where flows are not contaminated with process materials such as solvents; may be 1. POLLUTION PREVENTION PLAN authorized by this permit provided the non- PREPARATION DEADLINE The pollution storm water component of the discharge is in prevention plan shall be completed prior to compliance with Part IV.D.5. of this permit. the submittal of an NOI to the Department to be covered under this permit and shall be updated as appropriate. B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES Any owner Or Operator 2. POLLUTION PREVENTION PLAN identified in the pollution prevention plan is COMPLIANCE DEADLINE The pollution subject to the spill notification requirements prevention plan shall provide for compliance as specified in 455B.386 of the Iowa Code. with the terms and schedule of the plan prior Iowa law requires that as soon as possible but to the initiation of construction activities. not more than six hours after the onset of a "hazardous condition" the Department and B. SIGNATURE AND PLAN REVIEW local sheriffs office or the office of the sheriff of the affected county be notified. 1. The plan shall be signed in accordirice with Part VI.G., and be retained atthe construction The storm water pollution prevention plan site from the date construction activities begin described in Part IV of this permit must be to the date of final stabilization. • -�— modified within 5 calendar days of knowledge of the release to provide a description of the 2. I.. The permittee shall make plans available tq-- ; release and the circumstances leading to the the Department upon request, or in the Case of " . release and to identify and provide for the a storm water discharge, -associated. with implementation of steps to prevent the industrial activity for construction activities reoccurrence of such releases and to respond which discharge through a large or Radium to such releases. municipal separate storm sewer system with an NPDES permit, to the municipal operator of the system. PART IV. STORM WATER POLLUTION PREVENTION PLANS 3. The Department may notify the permittee at any time that the plan does not meet one or A storm water pollution prevention plan shall be more of the minimum requirements of this developed for each construction site covered by this Part. After such notification from the permit. Storm water pollution prevention plans shall Department, the permittee shall make changes be prepared in accordance with good engineering to the plan and shall submit to the Department practices. The plan shall identify potential sources of a written certification that the requested pollution which may reasonably be expected to affect changes have been made. Unless otherwise the quality of the storm water discharge from the provided by the Department, the permittee construction activities. In addition, the plan shall shall have 7 days after such notification to describe and ensure the implementation of practices make the necessary changes. which will be used to reduce the pollutants in storm water discharge associated with industrial activity for 4. All storm water pollution prevention plans construction activities at the construction site and to received by the Department from the assure compliance with the terns and conditions of permittee are considered reports that shall be this permit. Facilities must implement the provisions available to the public under Section 308(b) of of the storm water pollution prevention plan required the CWA and Chapter 22 of the Code of under this part as a condition of this permit. Iowa. However, the permittee may claim any portion of a storm water pollution plan as confidential in accordance with Chapter 22 of IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUsInuAI. ACTIVITY FOR CONSTRUCTION ACTm9TDS the Code of Iowa and Iowa Administrative Code (561)--2.5. C. KEEPING PLANS CURRENT The permittee shall amend the plan whenever there is a change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the waters of the United States and which has not been addressed in the plan or if the storm water pollution prevention plan proves to be ineffective in eliminating or significantly minimizing pollutants from sources identified in Part IV.D.2. of this permit, or in otherwise achieving the general objectives of controlling pollutants in storm water discharge associated with industrial activity for construction aetivities.. In addition, the pollution pleyention plan shall be updated to: include t. sa cOTnractftitlentified after the submittal of the Notice wof4went as Co -permittees, described in; Part`f-.D.7. of this permit; identify any change -in Ownership or transference of the permit and, permit responsibilities; or, if required, by the occurrence of a hazardous condition (as defined in Part VIII of this permit). Amendments to the plan may be reviewed by the Department of Natural Resources in the same manner as Part IV.B.2. D. CONTENTS OF THE POLLUTION PREVENTION PLAN. The storm water pollution prevention plan shall include the following items: 1. SITE DESCRIPTION Each plan shall provide a description of the following: A. a description of the nature of the construction activity; B. estimates of the total area of the site and the area of the site that is expected to be disturbed by excavation, grading, or other activities; C. an estimate of the runoff coefficient of the site after construction activities are completed and existing data describing the soil or the quality of any discharge from the site; EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 D. a site map indicating drainage patterns and approximate slopes anticipated after major grading activities, areas of soil disturbance, the location of structural and nonstructural controls identified in the plan, the location of areas where stabilization practices are expected to occur, surface waters (including wetlands), and locations where storm water is discharged to a surface water; and E. the name of the receiving water(s) and the ultimate receiving water(s). 2. CONTROLS Each plan shall include a description of controls that will be implemented at the construction site. The plan will clearly describe the intended sequence of major activities and for each activity, the appropriate control measures and the timing during the construction process that the measures will be implemented. (For example, perimeter controls for one portion of the site will be installed after the clearing and grubbing necessary for installation of the measure, but before the clearing and grubbing for the remaining portions of the site. Perimeter controls will be actively maintained until final stabilization of those portions of the site upward of the perimeter control. Temporary perimeter controls will be removed after final stabilization). The description of controls shall address the following minimum components: A. EROSION AND SEDIMENT CONTROLS A.(1). STABILIZATION PRACTICES A description of temporary and permanent stabilization practices, including site-specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where attainable and that disturbed areas are stabilized. Stabilization practices may include: temporary seeding, permanent seeding, mulching, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, preservation of mature vegetation, and other appropriate measures. Except as precluded by snow cover, stabilization measures shall be initiated on all disturbed areas as soon as practical but in no IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACrvrrr FOR CONSTRUCTION ACTIVITIES case where construction activity will not occur for a period of 21 or more calendar days later than the 14th day after no construction activity has occurred on such area. Where the initiation of stabilization measures by the 14th day after no construction activity occurs is precluded by snow cover, then stabilization measures shall be initiated as soon as practicable thereafter. A.(2). STRUCEURAL PRACTICES A description of structural practices to the degree attainable, to divert flows from exposed soils, store flows or otherwise limit runoff from exposed areas of the site. Such practices may include silt fences, earth dikes, brush barriers, drainage swales, sediment traps, check dams, subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. Structural practices should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 of the CWA. A.(2).(a). For common drainage locations that serve an area with more than 10 disturbed acres at one time, a temporary (or permanent) sediment basin providing 3,600 cubic feet of storage per acre drained shall be provided where attainable until final stabilization of the site has been achieved. The 3,600 cubic feet of storage area per acre drained does not apply to flows from offsite areas and flows from onsite areas that are either undisturbed or have undergone final stabilization where such flows are diverted around the sediment basin. For drainage locations which serve more than 10 disturbed acres at one time and where a temporary sediment basin providing 3,600 cubic feet of storage per acre drained is not attainable, sediment traps, silt fences, or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area. A.(2).(b). For drainage locations serving 10 acres or less, sediment traps, silt fences or equivalent sediment controls are required for all sideslope and downslope boundaries of the EFFEC1wE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 construction area or a sediment basin providing storage for 3,600 cubic feet of storage per acre drained. II. STORM WATER MANAGEMENT A description of measures that will be installed during construction to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the CWA. This permit only addresses the installation of storm water management measures, and not the ultimate operation and maintenance of such structures after the construction activities have been completed and the site has undergone final stabilization. Permittees are only responsible for the installation and maintenance of storm water mansement measures prior to final stabilization oftht site, and are not responsible for mails narafter 2 iee storm water discharges associated--with— industrial activity have becr. imnatqa,from - the site. a(1). Such practices may includer_storm water detention structures (including wet ponds); storm water retention structures; flow attenuation by use of open vegetated swales and natural depressions; and infiltration of runoff onsite; and sequential systems (which combine several practices). A goal of 80 percent removal of total suspended solids from those flows which exceed predevelopment levels should be used in designing and installing storm water management controls (where practicable). Where this goal is not met, the permittee shall provide justification for rejecting each practice based on site conditions. R.(2). Velocity dissipation devices shall be placed at discharge locations and along the length of any outfall channel as necessary to provide a non-erosive velocity flow from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g. maintenance of hydrologic conditions, present prior to the initiation of construction activities). IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DlscaARGE ASSOCIATED WITH INDnsTaL11, ACTIviry FOR CONSTRUCTION ACTIvraus C. OTHER CONTROLS C.(1). WASTE DISPOSAL All wastes composed of building materials must be removed from the site for disposal in permitted disposal facilities. No building material wastes or unused building materials shall be buried, dumped, or discharged at the site. C.(2). Off-site vehicle tracking of sediments shall be minimized. c.(3). The plan shall ensure and demonstrate compliance with applicable State or local waste disposal, sanitary sewer or septic system regulations. D•__- APPROVED STATE OR LOCAL PLANS Facilities which discharge storm water associated with industrial activity for construction activities must include in their storm water pollution prevention plan procedure Lgnd requirements specified in applicab6pdiment and erosion site plans or storm Wgt;management plans approved by State or `a)cal officials. Applicable retirements specified in sediment and erosion plans, site permits or storm water management plans approved by State or local officials that are applicable to protecting surface water resources are, upon submittal of an NOI to be authorized to discharge under this permit, incorporated by reference and are enforceable under this permit even if they are not specifically included in a storm water pollution prevention plan required under this permit. Operators of facilities seeking alternative permit requirements shall submit an individual permit application in accordance with Part I.C.2. of this permit along with a description of why requirements in approved State or local plans should not be applicable as a condition of an NPDES permit. 3. MAINTENANCE A description of procedures to maintain in good and effective operating conditions vegetation, erosion and sediment control measures and other protective measures identified in the site plan. EFFECTIVE DATE -OCTOBER 1, 2007 TO OCTOBER 1, 2012 4. INSPECTIONS Qualified personnel (provided by the discharger) shall inspect disturbed areas of the construction site that have not been finally stabilized at least once every seven calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater. A. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking. R. Based on the results of the inspection, the description of potential pollutant sources identified in the plan in accordance with paragraph IV.D.I. of this permit and pollution prevention measures identified in the plan in accordance with paragraph IV.D.2. of this permit shall be revised as appropriate as soon as practicable after such inspection. Such modifications shall provide for implementation of any changes to the plan within 7 calendar days following the inspection. C. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the storm water pollution prevention plan, and actions taken in accordance with paragraph IV.D.4.11. of the permit shall be made and retained as part of the storm water pollution prevention plan for at least three years after final stabilization has been achieved and a Notice of Discontinuation has been submitted to the Department. The report shall be signed in accordance with Part VI.G. of this permit. 5. NON -STORM WATER DISCHARGES Except To flows from fire fighting activities, sources IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACpvITv FOR CONSTRUCTION ACTIVrEEs of non -storm water listed in Part III.A.2. of this permit that are combined with stone water discharges associated with industrial activity from construction activities must be identified in the plan. The plan shall identify and ensure the implementation of appropriate pollution prevention measures for the non - storm water component(s) of the discharge. 6. ADDITIONAL REOUIREMENTS FOR STORM WATER DISCHARGE FROM INDUSTRIAL ACTIVITIES OTHER THAN CONSTRUCTION, INCLUDING DEDICATED ASPHALT PLANTS, AND DEDICATED CEMENT PLANTS This permit may only authorize a storm water discharge associated with industrial activity from a construction site that is mixed with a storm water discharge from an industrial source other than construction, where: A. the industrial source other than construction is located on the same site as the construction activity; B. storm water discharges associated with industrial activity from the areas of the site where construction activities are occurring are in compliance with the terms of this permit; and, C. storm water discharges associated with industrial activity from the areas of the site where industrial activity other than construction are occurring (including storm water discharges from dedicated asphalt plants and dedicated cement plants) are in compliance with the terms and conditions, including applicable NOI or application requirements, of a different NPDES general permit or individual permit authorizing such discharges. CONTRACTORS A. The storm water pollution prevention plan must clearly identify for each measure in the plan, the contractor(s) and/or subcontractor(s) that will implement the measure. All contractors and subcontractors identified in the plan must sign a copy of the certification statement in Part IV.D.7.B. of this permit in accordance with Part VI.G. of this permit. EFFECrD'E DATE -OCTOBER 1, 2007 TO OCTOBER 1, 2012 Upon signing the certification, the contractor or sub -contractor is a co -permittee with the owner and other co -permittee contractors. All certifications must be included in the storm water pollution prevention plan. B. CERTIFICATION STATEMENT All contractors and subcontractors identified in a storm water pollution prevention plan in accordance with Part I V.D.7.A. of this permit shall sign a copy of the following certification statement before conducting any professional service at the site identified in the stone water pollution prevention plan: "I certify under penalty of law that 1 understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) p"it that authorizes the storm Mater discharges associated with industriaFactivity`-from the construction site as part of-tGis certification. Further, by my signature, I""an'derst* that I am becoming a co -permittee; along" the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 fol—"Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co -permittee, I understand that 1, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit" The certification must include the name and title of the person providing the signature; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification is made. PART V. RETENTION OF RECORDS A. The permittee shall retain copies of storm water pollution prevention plans and all reports required by this permit, and records of IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PEBM No.2 STORM WATER DIscaARGE ASSOCIATED WITH INDUSTRIAL ACrIvrEY FOR CONSERUCr1oN Acrivirus EFFECTIVE DATE -OCTOBER 1, 2007 TO OCTOBER 1, 2012 all data used to complete the Notice of Intent establish these standards or prohibitions, even to be covered by this permit, for a period of at if this permit has not yet been modified to least three years from the date that the site is incorporate the requirement. finally stabilized and a Notice of Discontinuation has been submitted to the B. CONTINUATION OF THE EXPIRED GENERAL Department. PERMIT This permit expires on October 1, 2012. An expired general permit continues in B. If there is a construction trailer, shed or other force until replaced by adoption of a new covered structure located on the property the general permit. permittee shall retain a copy of the storm water pollution prevention plan required by C. NEED TO HALT OR REDUCE ACTIVITY NOT A this permit at the construction site from the DEFENSE It shall not be a defense for a date of project initiation to the date of final permittee in an enforcement action that it stabilization. If there is no construction would have been necessary to halt or reduce trailer, shed or other covered structure located the permitted activity in order to maintain on the property, the permittee shall retain a compliance with the conditions of this permit. -copy of the plan at a readily available A temative site approved by the Department D. DDTy TO MITIGATE The permittee shall take ----. aad p[o9ide it for inspection upon request. If all reasonable steps to minimize or prevent i •th8 pfem4s-maintained at an off-site location s any discharge in violation of this permit ,such asa corporate office, it shall be provided which has a reasonable likelihood of fur inspection no later than three hours after adversely affecting human health or the ;being requested. environment. C. A"DRESSAll written correspondence to E. DUTY TO PROVIDE INFORMATION The ;fie Department should be sent to the pennittee shall furnish to the Department, following address: within a reasonable time, any information which the Department may request to Storm Water Coordinator determine compliance with this permit. The Iowa Department of Natural Resources permittee shall also furnish to the Department 502 E. 9th St. upon request copies of records required to be Des Moines, IA 50319-0034 kept by this permit. PARTVI. STANDARD PERMIT CONDITIONS A. DUTY TO COMPLY 1. The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Code of Iowa and the Clean Water Act and is grounds for enforcement action; for termination of coverage under this general permit; or, for denial of a request for coverage under a reissued general permit. 2. Toxic POLLUTANTS The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act (CWA) for toxic pollutants within the time provided in the regulations that 10 F. OTHER INFORMATION When the permittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the Notice of Intent or in any other report to the Department, he or she shall promptly submit such facts or information. G. SIGNATORY REQUIREMENTS All Notices of Intent, storm water pollution prevention plans, reports, certifications or information either submitted to the Department or the operator of a large or medium municipal separate storm sewer system, or that this permit requires be maintained by the permittee, shall be signed in accordance with rule 567-64.3(8) of the Iowa Administrative Code as follows: IOWA DEPARTMENT OF NATURAL RESOURCEs NPDES GENERAL PERMIT No. 2 STORM WATER DIscaARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES 64.3(8) Identity of signatories of operation permit applications. The person who signs the application for an operation permit shall be: a. Corporations. In the case of corporations, a principal executive officer of at least the level of vice-president. In. Partnerships. In the case off a partnership, a general partner. c. Sole proprietorships. In the case of a sole proprietorship, the proprietor. d. Public facilities. In the case of a municipal, state, or other public facility, by either the principal executive officer, or the ranking elected official. e. Storm water discharge associated with industrial activity from construction activity. In the case of a storm water discharge associated with industrial activity from construction as identified in 40 CFR 122.26(b)(14)(x), either the owner of the site or the general contractor. The person who signs NPDES reports shall be the same, except that in the case of a corporation or a public body, monitoring reports required under the terms of the permit may be submitted by the person who is responsible for the overall operation of the facility from which the discharge originated. H. CERTIFICATION Any person signing documents under paragraph VI.G. shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my 11 EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." I. OIL AND HAZARDOUS SUBSTANCE LIABILITY Nothing in this permit shall he construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under section 311 of the Clean Water Act. J. PROPERTY RIGHTS The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. I{. SEVERABILrrY The provisions of this permit" are severable, and if any --provision yof this permit, or the application of any provision Of ` this permit to any circumstance,: is he(d'..', invalid, the application of such, prdvision to . other circumstances, and the remainder. of this permit shall not be affected thereby. L. TRANSFERS This permit is not transferable to any person except after notice to the Department. The Department may require the discharger to apply for and obtain an individual NPDES permit as stated in Part I.C. M. PROPER OPERATION AND MAINTENANCE The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit and with the requirements of storm water pollution prevention plans. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. Proper operation and maintenance requires the operation of backup or auxiliary facilities or similar systems, installed by a permittee only when necessary IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED Wrra INDUSTRLII, ACTIVITY FOR CONSTRUcrION ACTIVITws to achieve compliance with the conditions or this permit. N. INSPECTION AND ENTRY The permittee shall allow the Department or an authorized representative of EPA, the State, or, in the case of a facility which discharges through a municipal separate storm sewer, an authorized representative of the municipal operator or the separate storm sewer receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter upon the permittee's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2.-. Rave access to and copy at reasonable turas, any records that must be kept under the coditions of -this permit; and, 3**spect at reasonable times any facilities or .N equipment (including monitoring and control equipment):.. O. PERMIT ACTIONS Coverage under this permit may be terminated for cause. The filing of a request by the permittee for a permit discontinuance, or a notification of planned changes or anticipated noncompliance does not stay any permit condition. ENymONMENTAL LAWS No condition of this permit shall release the permittee from any responsibility or requirements under other environmental statutes or regulations. PART VIL REOPENER CLAUSE If there is evidence indicating potential or realized impacts or water quality due to any storm water discharge associated with industrial activity for construction activities covered by this permit, the owner or operator of such discharge may be required to obtain individual permit in accordance with Part I.0 of this permit. PART VIII. DEFINITIONS 12 EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 "Best Management Practices" ("BMPs") means schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the United States. BMPs also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. "CWA" or "Clean Water Act" means the Federal Water Pollution Control Act. "Dedicated portable asphalt plant" means a portable asphalt plant that is located on or contiguous to a construction site and that provides asphalt only to the construction site that the plant is located on or adjacent to. "Dedicated portable concrete plant" means a portable concrete plant that is located on or contiguous to a construction site and that provides concrete only to the construction site that the plant is located on or adjacent to. "Dedicated sand or gravel operation" means an operation that produces sand and/or gravel for a single construction project. "Department" means the Iowa Department of Natural Resources. "Final Stabilization" means that all soil disturbing activities at the site have been completed, and that a uniform perennial vegetative cover with a density of 70% for the area has been established or equivalent stabilization measures have been employed. "Hazardous condition" means any situation involving the actual, imminent, or probable spillage, leakage, or release of a hazardous substance on to the land, into a water of the state, or into the atmosphere, which creates an immediate or potential danger to the public health or safety or to the environment. 455B.381(2) 1991, Code of Iowa "Hazardous substance" means any substance or mixture of substances that presents a danger to the public health or safety and includes, but is not limited to, a substance that is toxic, corrosive, IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACr1VITY FOR CONSTRUC TON ACTlvIToES or flammable, or that is an irritant or that, in confinement, generates pressure through decomposition, heat, or other means. The following are examples of substances which, in sufficient quantity may be hazardous: acids; alkalis; explosives; fertilizers; heavy metals such as chromium, arsenic, mercury, lead and cadmium; industrial chemicals; paint thinners; paints; pesticides; petroleum products; poisons, radioactive materials; sludges; and organic solvents. "Hazardous substances" may include any hazardous waste identified or listed by the administrator of the United State Environmental Protection Agency under the Solid Waste Disposal Act as amended by the Resource Conservation and Recovery Act of 1976, or any toxic pollutant listed under section 307 of the federal Water Pollution Control Act as amended to January 1, 1977, or any hazardous substance designated under section 311 of the federal Water Pollution Control Act as amended to January 1, 1977, or any hazardous material designated by the secretary of transportation under the Hazardous Materials Transportation Act (49 CFR 172.101). 45513.38 10) 1991 Code of Iowa "Large and Medium Municipal Separate Storm Sewer System" means all municipal separate storm sewers that are either: (i.) located in an incorporated place with a population of 100,000 or more as determined by the latest Decennial Census by the Bureau of Census; or (ii.) located in the counties with unincorporated urbanized populations of 100,000 or more, except municipal separate storm sewers that are located in the incorporated places, townships or towns within such counties; or (iii.) owned or operated by a municipality other than those described in paragraph (i) or (ii) and that are designated by the Director as part of the large or medium municipal separate storm sewer system. "Municipality" means a city, town, borough, county, parish, district, association, or other public body created by or under State law. "NO]" means Notice of Intent to be covered by this permit (see Part II of this permit.) 13 EFFECTIVE DATE- OcrOBER 1, 2007 TO OcroRER 1, 2012 "Runoff coefficient" means the fraction of total rainfall that will appear at the conveyance as runoff. "Storm Water" means storm water runoff, snow melt runoff, and surface runoff and drainage. "Storm water discharge associated with Industrial activity" means the discharge from any conveyance which is used for collecting and conveying storm water and which is directly related to manufacturing, processing or raw materials storage areas at an industrial plant. The tens does not include discharges from facilities or activities excluded from the NPDES program under 40 CFR part 122. For the categories of industries identified in paragraphs (i) through (x) of this definition, the term includes, but is not limited to, storm water discharges from industrial plant yards; immediate access roads and rail lines used or traveled carriers of raw materials, manufactured; prod", waste material, or by-products used -or. -created by the facility; material handling sites; -refuse sites; sites used for the application or disposal of process waste waters (as defined at 40 CFR part 401); sites used for the storage and maintenance of material- handling equipment; sites used for residual treatment; storage, or disposal; shipping and -receiving areas; manufacturing buildings; storage areas -(including tank farms) for raw materials, and intermediate and finished products; and areas where industrial activity has taken place in the past and significant materials remain and are exposed to storm water. For the categories of industries identified in paragraph (xi) of this definition, the term includes only storm water discharges from all the areas (except access roads and rail lines) that are listed in the previous sentence where material handling equipment or activities, raw materials, intermediate products, final products, waste materials, by- products, or industrial machinery are exposed to storm water. For the purposes of this paragraph, material handling activities include the storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, finished product, by-product, or waste product. The term excludes areas located on plant lands separate from the plants industrial activities, such as office buildings and accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm water drained from the above described IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PEaMrr No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUsrRW. ACTR'ITY FOR CONSTRUCTION ACrIvarts areas. Industrial facilities (including industrial facilities that are Federally, State, or municipally owned or operated that meet the description of the facilities listed in these paragraphs (i) -(xi) of the definition) include those facilities designated under 40 CFR 122.26(a)(1)(v). The following categories of facilities are considered to be engaging in "industrial activity" for purposes of this definition; (i) Facilities subject to storm water effluent limitations guidelines, new source performance standards, or toxic pollutant effluent standards under 40 CFR Subchapter N (except facilities with toxic pollutant effluent standards which are exempted under category (xl)bf this definition); (H) -Facilities classified as Standard Industrial llllacsificanons 24. (except 2434), 26 (except 265 and 267), 28 (excel[ X83 and 285), 29, 311, 32 (except M), 33, t3441t: 11ties classified as Standard Industrig—,Classifications 10 through 14 (mineral industry)' including active or inactive mining operations (except for areas of coal mining operations no longer meeting the definition of a reclamation area under 40 CFR 434.11(1) because the performance bond issued to the facility by the appropriate SMCRA authority has been released, or except for areas of non -coal mining operations which have been released from applicable State or Federal reclamation requirements after December 17, 1990) and oil and gas exploration, production, processing, or treatment operations, or transmission facilities that discharge storm water contaminated by contact with or that has come into contact with, any overburden, raw material, intermediate products, finished products, byproducts or waste products located on the site of such operations; (inactive mining operations are mining sites that are not being actively mined, but which have an identifiable owner/operator; inactive mining sites do not include sites where mining claims are being maintained prior to disturbances associated with the extraction, beneficiation, or processing of mined materials, nor sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim); (iv) Hazardous waste treatment, storage, or disposal facilities, including those that are operating under interim status or a permit under Subtitle C of RCRA; 14 EFFEcTV DATE- OCTOBER 1, 2007 TO OCTOBER 1, 2012 (v) Landfills, land application sites, and open dumps that receive or have received any industrial wastes (waste that is received from any of the facilities described under this subsection) including those that are subject to regulation under Subtitle D of RCRA; (w) facilities involved in the recycling of materials, including metal scrap yards, battery reclaimers, salvage yards, and automobile junkyards, including but limited to those classified as Standard Industrial Classification 5015 and 5093; (vii) Steam electric power generating facilities, including coal handling sites; (viii) Transportation facilities classified as Standard Industrial Classifications 40, 41, 42 (except 42214225), 43, 44, 45 and 5171 which have vehicle maintenance shops, equipment cleaning operations, or airport deicing operations. Only those portions of the facility that are either involved in vehicle maintenance (including vehicle rehabilitation, mechanical repairs, painting, fueling, and lubrication), equipment cleaning operations, airport deicing operations, or which are otherwise identified under paragraphs ()-(Yh) or (ix) -(AT) of this definition are associated with industrial activity; (ix) Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system, used in the storage treatment, recycling, and reclamation of municipal or domestic sewage, including land dedicated to the disposal of sewage sludge that are located within the confines of the facility, with a design flow of 1.0 mgd or more, or required to have an approved pretreatment program under 40 CFR 403. Not included are farm lands, domestic gardens or lands used for sludge management where sludge is beneficially reused and which are not physically located in the confines of the facility, or areas that are in compliance with 40 CFR 503; (x) Construction activity including clearing, grading and excavation activities except: operations that result in the disturbance of less than one acre of total land area which are not part of a larger common plan of development or sale; IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACnvrry FOR CONSTRDCrmN ACrIvITfEs (xi) Facilities under Standard Industrial Classifications 20, 21, 22, 23, 2434, 25, 265, 267, 27, 283, 285, 30, 31 (except 311), 323, 34 (except 3441), 35, 36, 37 (except 373), 38, 39, 42214225, (and which are not otherwise included within categories (l0 -(x)); "Storm water discharge associated with industrial activity for construction activities" means activities that fall under subparagraph (x) in the definition of storm water discharge associated with industrial activity. 15 EFEECTIvE DATE -OCTOBER 1, 2007 TO OCTOBER 19 2012 N O 1� —1 c-- DOCUMENT 01737E STORMWATER POLLUTION PREVENTION PLAN OWNER CERTIFICATION NAME OF PROJECT: HIGHWAY 1 TRAIL - ORCHARD STREET TO SUNSET STREET Certification Statement I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. 111234-0 01737E-1 ADDRESS/DESCRIPTION OF THE SITE C.71 NAME TITLE r - { COMPANY NAME TELEPHONE NO. - 7 ` COMPANY ADDRESS SIGNATURE DATE 111234-0 01737E-1 Division 02 Site Work Division 02 SECTION 02050 DEMOLITIONS, REMOVALS AND ABANDONMENTS PART 1- GENERAL <rICiI�YUJI641I3z A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as indicated and specified. B. Furnish labor, materials, tools and equipment to remove existing storm sewer pipes, sanitary sewer pipes, intakes, and drainage structures as indicated and specified. 1.02 A. IDOT Standard Specifications. L03 QUALITYASSURANCE. A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United States Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of,rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. PART 2 -PRODUCTS 2.01 MATERWS. A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. B. Explosives shall not be used for demolition. PART 3 - EXECUTION 3.01 TECHNIQUES. A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 24. Structures. Section 2401. Removal of Existing Structures. Division 25. Miscellaneous Construction. Section 2510. Removal of Pavement. Section 2511. Removal and Construction of Sidewalks and Recreation Trails. 3.02 INSPECTION.• 111234-0 02050-1 A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES. A. Utilities 1. Notify all corporations, companies, individuals and state or local authorities owning pipelines, water lines, gas mains, buried and overhead electric facilities, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support and protect said utilities and maintain them in service. 3. If active utilities are damaged or interrupted as a result of work on the project, take appropriate measures to restore service immediately. Restoration of utility services under these circumstances shall be at the Contractor's expense. 4. Active utilities shown on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall be responsible to perform relocation work for their facilities. The Contractor shall cooperate with these efforts in every reasonable way and shall not be entitled to additional compensation for delays resulting from such relocations. B. 4-�ite Protection Measures r . !;) Refer to Traffic Control Sheets for details. N 2. Barricade and fence open excavations or depressions resulting from work during non -working hours and when not working in immediate area. Provide suitable warning devices adjacent to excavations and work areas. 3. Warning devices shall be kept operational during all non -working and non-active periods. C. Disposals 1. No material or debris shall be buried within the project work area. All unsuitable material resulting from demolitions and removals shall be hauled to and disposed of at a Contractor-fumished site approved by the Engineer or to the landfill. The Contractor shall pay the current tipping fee at the landfill. 3.04 DEMOLITIONAND REMOVALS. A. Pavement and Sidewalk Removals 1. Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick, P.C. Concrete, and A.C. Concrete pavements, driveways, alleys, parking lots, and sidewalks. Removal of chip seal or aggregate surfaces is not considered pavement removal. 111234-0 02050-2 Sawcuts shall be approved by the Engineer. 4. Removal operations shall conform to construction phasing noted on the plans or as directed by the Engineer. B. Sewer Abandonment and Removal 1. Removal shall be at the locations and to the limits noted on the plans or as directed by the Engineer. 2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 90% Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non - shrink flowable mortar and bulkheaded at each end with concrete. 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street or as directed by the Engineer. N i � d i 11/00 ehnredkn®necr\ csiM20%dm 111234-0 02050-3 SECTION 02370 EROSION AND SEDIMENTATION CONTROL PART 1 GENERAL 1.1 DESCRIPTION A. Work Included: This section encompasses the work necessary to install temporary stormwater pollution control measures which shall be required of the Contractor. This work shall consist of furnishing, installing, maintaining, and removing temporary control measures as needed to prevent the discharge of silty or polluted stormwater from the construction site, or as ordered by the Owner's Representative. The control of stormwater pollution through the use of erosion/sedimentation control devices shall be in accordance with these specifications. 2. Seeding, Fertilizing, and Mulching. N B. Stormwater Detention Basins 1. Conflict with federal, state or local laws, rules or regulations. a. In the event of conflict between these requirements and pollution o �' control laws, rules, or regulations of federal, state or local agencies, the more restrictive laws, rules or regulations shall apply., C. Method of Measurement and Basis of Payment 1. Refer to Section 01025. 1.1 SUBMITTALS A. Submit manufacturer's catalog data and installation instructions for all applicable erosion/sedimentation control products. B. Certification and Sampling: The Owner's Representative reserves the right to sample and test any material offered for use. Acceptance will be based on the certification and the results of any tests the Owner's Representative may perforin. PART 2 PRODUCTS 2.1 MATERMLS A. Stabilization Controls 1. Shall be in accordance with Section 4169 of the Iowa DOT Standard Specifications and the Iowa Construction Site Erosion Control Manual. Disturbed areas of the construction site that will not be redisturbed for 21 days or more must initiate temporary and permanent stabilization measures by the 10 day after the last disturbance, except as precluded by snow cover. In the event of snow cover, stabilization measures must be initiated as soon as 111234-0 02370-1 practical thereafter. The following stabilization controls will be used on the site. a. Temporary Seeding. 1) Perennial ryegrass, 40 lbs per acre (1 lb per 1,000 sq ft). 2) Oats, 48 lbs per acre (1.2 lbs per 1,000 sq ft). Plant March 1 to May 20. 3) Sudan grass, 35 lbs per acre (0.8 lbs per 1,000 sq ft). Plant May 21 to August 14. 4) Winter rye, 64 lbs per acre (1.6 lbs per 100 sq ft). Plant August 15 to September 30. 1) The seed shall be purchased from an established seed dealer or certified seed grower, shall meet the requirements of the Iowa Department of Agriculture regulations, and shall be labeled accordingly. 111234-0 02370-2 b. Mulching 1) Shall be material free from noxious weeds consisting of hay, grain straw, wood chips or bark, wood cellulose fiber, wood excelsior, and gravel or crushed rock. 2) Application rates: Shall be in accordance with Section 2.3 of the Iowa Construction Site Erosion Control Manual. a) Dry straw: Apply 1-1/2 to 2 tons per acre; 70 pounds per 1,000 sq ft. Straw mulching can be applied either by machine or hand. The straw needs to be anchored to the soil. One method of anchorage is pressing the straw into the soil with a mulching tiller (a machine a designed for this purpose), or applying a cutback asphalt tact at 1,200 per acre. Mulching applied at T the correct rate will allow approximately 50% of the soil to be visible. b) Hay: Apply 2 tons per acre; 90 lbs per 1000 square i - feet. The remainder of application is the same as straw. =_ c) Wood chips or bark: Apply 10 to 12 tons per acre. ='= Application by machine or hand. Material decomposes slowly; it is good, long-lasting mulching. d) Wood cellulose fiber: Must be applied with a hydroseeder. Requires 1,000 to 1,200 lbs per acre. Mulching must be applied after the seed and fertilizer have been incorporated into the soil. e) Wood excelsior: Apply at a rate of 2 tons per acre. This material lasts longer than straw and is free of weeds. It can be applied by machine or hand. Like straw it should be incorporated into the soil. C. Permanent Seeding 1) The seed shall be purchased from an established seed dealer or certified seed grower, shall meet the requirements of the Iowa Department of Agriculture regulations, and shall be labeled accordingly. 111234-0 02370-2 2) Seed Mixtures and Seeding Dates: a) Type 1 (Permanent Lawn Mixture): Seedin Dates: March 1–M 3],August 10–Se tember 30 Common Name Application Rate 16/acre Kentucky Bluegrass Cultivar 65 Kentucky Bluegrass Cultivar 65 Kentucky Bluegrass Cultivar 65 Creeping Red Fescue 25 Fine -Leafed Perennial Re rass 20 Fine -Leafed Perennial R e rass 20 Annual R e rass 40 1Choose three different cultivars of Kentucky Bluegrass, at 65 pounds/acre each. 2 Choose two different cultivars of Fine -Leafed Perennial Ryegrass, at 20 pounds/acre each. b) Type 2 (Permanent Cool -Season Mixture for Slopes and Ditches): Seedin Dates: March]–M 3],August 10 –Setember 30 Common Name Application Rate lb/acre Fawn Fescue 65 R e rass(perennial) 45 Birdsfoot Trefoil (Empire) 5 — Annual R e rass 40 . 2. All stabilization controls shall be removed and disposed of as needed to, accommodate final site restoration. B e�9 B. Structural Controls - 1. Practices used on the construction site to divert flows away from distui_bed areas, to store flows, or to limit the discharge of pollutants from the site to the degree attainable. a. Compost Filter Tube: Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SUDAS), Division 9 – Site Work and Landscaping, Section 9040 and meet all of the requirements of paragraph 2.1AIc of this Section. 1) Flow rates: AASHTO M 288-96. 2) Strength: The strength of the material shall be sufficient to prevent tearing, ripping, or other significant damage throughout the intended period of use. 3) Biodegradability: The tube shall be made of natural materials that are biodegradable. Products shall begin to break down in approximately six months. b. Erosion Control Blanket (Turf Reinforcement Mat) 1) Erosion control blanket shall be North American Green Double Net, model SC150BN or approved equal. 111234-0 02370-3 C. Stabilized Construction Entrance 1) Maintain existing pavement or provide 6" thick layer of 3" clean stone for a minimum of 50' inside entrance. 2) Geotextile filter fabric must be installed below stone. d. Silt Fence 1) This specification provides criteria for self-supporting geotextile silt fence, also referred to as fabric or engineering fabric. 2) The geotextile shall be free of any treatment or coating which might adversely alter its physical properties after installation. Unless otherwise specified, geotextile shall be furnished in 36 -inch (900mm) width rolls. 3) Geotextile rolls shall be furnished with suitable wrapping for protection against moisture and extended ultraviolet exposure prior to placement. Each roll shall be labeled or tagged to provide product identification sufficient for inventory and quality control purposes. 4) Posts: Steel posts must be used. Posts shall have a minimum length of 60 -inches (I524mm) and be of sufficient strength to resist damage during installation and to support applied loads. 5) Prefabricated Fence: Prefabricated fence systems may be a used provided they meet all of the above material ' - requirements. t = [; ,-', 6) Geotextiles will have the following physical properties: a) All filter fabric shall comply with the Specifications F J set forth by the Iowa Department of Transportation. —•— - b) Grab strength shall be 100 pounds (445 N) minimum in accordance with ASTM D4632. �— c) Grab elongation shall be 50 percent maximum for self supported fence in accordance with ASTM D4632. d) Filter efficiency shall be 50 percent maximum in accordance with ASTM D5141. e) Ultraviolet degradation at 500 hours shall not be less than 70 percent strength retained in accordance with ASTM D4355. e. Intake Protection Bag 1) Shall be Dandy Bag by Dandy Products or approved equal. f. Filter Sack 1) Filter sack shall be Flexstorm Inlet Filter by Inlet and Pipe Protection, Inc. (IPP) with standard woven bag. 2) Approved equivalent. g. Curb Inlet Filter 1) Curb inlet filter shall be Silt -Saver, model C-300HF or approved equal. PART 3 EXECUTION 111234-0 02370-4 3.1 GENERAL EROSIONAND SEDIMENTATION CONTROL REQUIREMENTS A. General 1. Qualified personnel (provided by the Contractor) shall inspect disturbed areas of the construction site that have not reached "final stabilization" at least once every seven calendar days and within 24 hours of the end of a storm event that is 0.5 inches or greater. 2. Contractor shall limit the surface area of erodible earth. The Contractor shall provide immediate permanent or temporary pollution control measures to prevent contamination of adjacent streams of other watercourses, lakes, ponds, or other areas of water impoundment. 3. Contractor shall incorporate all permanent erosion and sedimentation control features into the project at the earliest practicable time. 4. Minimum erosion and sedimentation control devices are shown on the plans. It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as required to satisfy this requirement. B. Limitation of Area Disturbed 1. The surface area of erodible earth material exposed at one time by clearing and grubbing, by excavating, by fill, or by borrow shall be minimized at all times without written approval of the Owner's Representative. 2. The maximum quantity of exposed area may be increased or decreased based on weather conditions, construction procedures or site conditions by Owner's Representative. <-> N C. Rivers, Streams and Impoundments ds j 1. Construction operations in rivers, streams, and impoundments shall bei' restricted to those areas which must be entered for the construction of temporary or permanent structures. 2. Frequent fording of live streams with construction equipment shall be minimized. D. Borrow and Waste Areas 1. All on-site borrow and waste areas, shall meet the requirements of the erosion and sedimentation controls as identified in the SWPPP. Contractor shall provide all erosiontsedimentation controls as necessary to contain material on site. 3.2 TEMPORARYSEEDING A. Construction Requirements 1. Seeding will be a continuous operation on all cut and fill slopes, and borrow pits during the construction process. All disturbed areas shall be seeded within five (5) working days after last construction activity. 2. Prepare a seedbed to a depth of 6 inches. Apply 6 inches of topsoil. 3. Roll the area to be seeded with an approved cultipacker. 4. Apply seed with an approved seeder. 5. Roll the seeded area. If the seeded area is relatively flat, the seeding operation is completed. 111234-0 02370-5 N 3.4 3.5 6. Mulching will be beneficial if the area seeded is steeper than a 3:1 slope or faces south or southwest. The rate of application is 1-1/2 tons per acre or 70 lbs per 1,000 sq ft. 7. Till the mulched area with a mulching tiller. B. Maintenance 1. The Contractor will be required to water all lawn areas that are seeded within 7 days after seed is spread. The seedbed shall be watered daily to provide the equivalent of 1/8" -in (3mm) of water per day. 2. The Contractor shall be required to mow and maintain vegetation between 2 and 4 inches in height. 3. The Contractor will be required to replace all seeding that is defective or becomes damaged. MULCHING A. Construction Requirements 1. Mulching will be a continuous operation on all cut and fill, slopes and borrow pits during the construction process. All disturbed areas shall be mulched within 5 working days after last construction activity. Uniformly distribute the mulch over the required areas at the rate specified in 2.LA. l.b. == " 2. Work the mulch into the soil with a mulch tucker designed to anchor the .J mulch into the soil by means of dull blades or disks. Operate equipment in a manner to minimize displacement of the soil and disturbance of the design cross-section. 3. Crimp mulch parallel and perpendicular to the slope. PERMANENT SEEDING AND FERTILIZING A. Comply with requirements of Iowa DOT Specifications, Section 2601. Measurement and Payment sections do not apply. B. All seeded areas shall be watered in accordance with Iowa DOT Specifications, Section 2601.03, Paragraph Q. COMPOST FILTER TUBE A. Conditions Where Applicable: 1. Slopes less than 10% grade. 2. Around intake structures. B. Construction Requirements: 1. Pneumatically fill mesh filter tube of size and length as indicated on the plans. 2. Excess tube material shall be tied off and staked at both ends. 3. Maximum compost tube spacing: 111234-0 02370-6 Tube Diameter (Ft) Slope 8" 12" or Greater 0-2% 75' 125' 111234-0 02370-6 2-5% 50' 75' 5-10% 30' S0' 4. Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. 5. Compost filter tubes should be placed using "smiles" and j -hooks. 6. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation. C. Maintenance 1. The Contractor shall inspect all compost filter tubes immediately after each rainfall event. Any deficiencies shall be immediately corrected by the Contractor. 2. Sediment shall be removed when the control has lost 33% of its capacity. 3. The compost filter tube shall remain in place until the site has been stabilized as determined by the Owner's Representative. Upon removal, the Contractor shall remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 4. The quantities of compost filter tubes shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. , 5. Compost filter tubes may be spread out in place as a soil enhancement c_ 3.8 EROSION CONTROL BLANKET (TURF REINFORCEMENT MA 7) A. Installation of erosion control blanket shall be in accordance with the manufacturer's specifications and details. 3.9 STABILIZED CONSTRUCTION ENTRANCE A. Maintenance 1. The condition of the aggregate needs to be monitored daily to prevent tracking or flow of mud onto the surrounding roads, drives, and parking lots. 2. Accumulation of mud must be removed and more aggregate added as needed. 3.10 SILT FENCE A. Conditions Where Applicable 1. Along the toe of fills over 10 feet (3m) in height. 2. Along the right-of-way line. 3. Parallel to streams. 4. Around intake structures. 111234-0 02370-7 B. Construction Requirements 1. Silt fence spacing on slopes: Slope Placement Interval (Ft) 3:1 (33%) 40 4:1 (25%) 50 5:1 (20%) 60 10:1 (100/0) 100 <_ 50:1 (2%) 150 2. The Contractor shall install a silt fence as shown on the Drawings, and at other locations as directed by the Owner's Representative. Silt fence shall be in place prior to site clearing and grading. Fence construction shall handle the stress from hydraulic and sediment loading. Geotextile at the bottom of the fence shall be buried in a trench. The trench shall be backfilled and the soil compacted over the geotextile. Overlapping geotextile shall be spliced together. 3. Post spacing shall not exceed 8 feet (2.4m) for self supported fence installations. For machine installation, posts shall be embedded 28" below ground line. For trench installation, posts shall be embedded 40" below the ground line. Where rock is encountered posts shall be installed in a manner approved by the Owner's Representative. Closer spacing, greater embedment depth and/or wider posts shall be used as necessary in low areas and soft or swampy ground to ensure adequate resistance to applied loads. 4. Lower edge of fabric shall be buried in a minimum 12" (305mm) deep trench. 5. The geotextile fabric shall be folded across the bottom of the 4" wide trench. �— — _- 6. The geotextile shall be securely fastened to fence posts on the upside of the slope. N N C. Maintenance 1. The Contractor shall inspect the silt fence after each rainfall event. Any deficiencies shall be immediately corrected by the Contractor. 2. Sediment shall be removed when the control has lost 50% of its capacity. 3. Silt fence shall remain in place until the site has been stabilized as determined by the Owner's Representative. Upon removal, the Contractor shall remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 4. The quantities of silt fence shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 3.11 INTAKE PROTECTION BAG A. Conditions where applicable: for use with flat grates (including round) and mountable curbs. 111234-0 02370-8 B. Construction Requirements: 1. Contractor shall install an intake protection bag as shown on the Drawings and at other locations as directed by the Owner's Representative. 2. Remove grate from frame and slide into intake protection bag. 3. Tuck the enclosure flap inside to completely enclose the grate. 4. While holding the lifting devices, place the grate into the frame. C. Maintenance: 1. Contractor shall remove all accumulated sediment and debris from the intake protection bag as required. 3.12 FILTER SACK A. Installation of filter sack shall be in accordance with the manufacturer's specifications and details. 3.13 CURB INLET FILTER A. Conditions where applicable: for use with curb intakes. B. Construction Requirements: 1. Contractor shall install a curb inlet filter as shown on the Drawings and at other locations as directed by the Owner's Representative. 2. Identify opening dimensions to determine how many curb inlet filters fr required. ' 3. Completely fill the rock chambers at each end of the curb info. ter. 4. Secure the open ends of the rock chambers with tie wires. 5. For larger openings, simply place curb inlet filters end to end{-,_.; , C. Maintenance 1. Contractor shall remove all accumulated sediment and debris from the curb inlet filter as required. 2. Inspect curb inlet filters for cuts, abrasions, and proper installation. Replace or reposition as necessary. 3. Discontinue use of curb inlet filter if it creates a traffic hazard. END OF SECTION 111234-0 02370-9 Accepted Manufacturers for Water JL4 Distribution Materials Per Specifications 02660 Am Department of Public Works Iowa City Water Division (Revised 3/9/2011) Accepted Products for Water Distribution Materials WATER PIPE: (Ductile) ANSUAW WA — A21.51/C151 American, Clow, Griffin, McWane, and US Pipe Class 52 for direct bury piping unless other wise indicated or specified. Class 53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: ( PVC) (Class 150) — C900 C900 thickness class DR 18 (6" thru 10") FITTINGS: (Ductile Iron Standard) ANSI/AWWA—A21.10/C110. 3" to 24"-350 psi (Ductile Iron Compact) AWWA C153, 350 psi Clow, Tyler/Union, U.S. Pipe, or Sigma TAPPING SLEEVES: (Full Body Ductile Iron With Stainless Steel and/or NSS Cor -Blue Nuts and Bolts) for 12" and larger or under pavement Mueller - H615, Kennedy, Tyler/Union, American Flow Control - Series 2800, or U.S. Pipe - T-9 TAPPIh i; -SLEEVES: (Stainless Steel) Smith Blak-1662 or 663, Ford FAST, Mueller -1-1304, Romac SST, JCM-432 S B&ir�-665 or Cascade CST -EX 3655 with nitrile gaskets to be used in L.U.S.T. argj� o 0 N MECHANICAL JOINT RESTRAINT DEVICE: (Meealue — with NSS Cor -Blue Nuts and Bolts) Ebaa Iron Sales Inc. —1100 series for ductile iron 2000 PV for PVC STAINLESS STEEL REPAIR CLAMPS: (With Stainless Steel Nuts & Bolts) Smith -Blair -261, Ford FS 1, Romac SSI VALVES: (Resilient Seated Gate Valves) ANSUAW WA — C509 Clow F-2640, Kennedy 8571 SS, Mueller Resilient Seat - A-2360-20, or U.S. Pipe - USPO-23-without accessories or USPO-20-with accessories VALVES: (Butterfly) ANSI/AWWA C504. Class 150B Clow, Pratt, Mueller, Kennedy, M & H, DeZurik or Val -Matic Accepted Products for Water Distribution Materials page 2 (Revised —3/9/2011 VALVES: (Tappine) Clow—F-2640, Mueller—T-2360-16, Kennedy 8950 SS, U.S. Pipe — A-USPO-16 VALVE BOXES: Tyler — (Series 6855 & Item 666A, Range 51" to 71") East Jordan Series 8555 & Item 666A — Range 51" to 71" HYDRANTS (4'/2" for 12" and under) (5'/4" for 16" and above) AWWA C502 Clow F-2545 Medallion, Mueller Super Centurion 250 SLEEVE TYPE COUPLING: (With Stainless Steel Nuts & Bolts) Standard solid black sleeve — Tyler/Union 5-1442, Griffin Bolted Straight Coupling with stainless steel bolts and nuts — Smith -Blair 441 or Romac Style 501 TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter, WaterPro or Utility Equipment - Valvco —95E —2 Y2" ID with locwle cast-iron lid — minimum 18" long, telescoping �= TRACER WIRE CONNECTORS: Cn rn Twister DB Plus Wire Connector - m POLYWRAP: 8 mil polyethylene encasement WIRE: # 12 solid copper, THHN insulation in yellow, orange or blue FREEZELESS YARD HYDRANT: Woodford Mfg. Iowa Model Y34 and YI (Revised 3/9/2011) Page 3 Accepted Products for Water Service Parts SERVICE SADDLES: ANSI/AWWA — C800/C900 AY McDonald 3845 Ford 202BS Smith Blair 325 with nitrile gasket to be used in L.U.S.T. areas CORPORATION VALVES: ANSI/AWWA C800 Mueller B-25008, AY McDonald 4701BQ BALL CURB VALVES: ANSI/AWWA C800 Mueller B-25209, AY McDonald 6100Q CURB BOX ARCH PATTERN: ANSI/AWWA C800 —with stainless steel rod and cotter oin AY McDonald 5601 and 5603 with 5660SS-5' shut off rod N O Water Distribution Specifications - 02660 C!l CITY OF IOWA CITY SECTION 02660 WATER DISTRIBUTION PART 1 GENERAL. 1.1 SUMMARY.• A. Furnish, install and test water distribution system as indicated and specified. 1.2 REFERENCES: A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a •** shall be kept on the site, readily available and accessible to the Contractor during normal working hours. Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. �. City of Iowa City c= 1 Reference Manual: City Code of Ordinances Chapter 3, 4, & 10, Iowa City J = 13= Municipal Design Standards, Earth Excavating, Backfill & Grading 1 LO c r Specifications - Section 02220, Accepted Products for Water Distribution Materials Per Specifications — Section 02660, Water Distribution - Section C 02660, Water Service Work for Contractors Specifications - Section 02665, o Iowa City Water Division Policies & Procedures Manual, Backflow Ordinance - Chapter 5. C. American National Standards Institute and American Water Works Combined Standards: 1. ANSI/AWWA-C104/A21.4: Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water 2. ANSI/AWWA-CI05/A21.5-99: Polyethylene Encasement for Ductile -Iron Pipe Systems 3. ANSI/AWWA-0110/A21.10: Ductile -Iron and Gray -Iron Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSUAWWA-Clll/A21.11: Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. ANSIIAWWA-C150/A21.50: Thickness Design of Ductile -Iron Pipe WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page t of 17 6. ANSI/AWWA-C151/A21.51: Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSUAW WA -C 153/A21.53: Ductile -Iron Compact Fittings, 3 -inch through 24 -inch, and 54 -inch through 64 -inch for Water Service 8. ANSI/AWWA C502: Dry -Barrel Fire Hydrants 9. ANSI/AWWA C504: Rubber -Seated Butterfly Valves 10. AWWA C509: Resilient -Seated Gate Valves for Water Supply Service. 11. ANSI/AWWA C510 Double Check Valve Backflow -Prevention Assembly 12. ANSI/AWWA C511 Reduced -Pressure Principal Backflow -Prevention Assembly 13. ANSI/AWWA C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSI/AWWA C600***: Installation of Ductile -Iron Water Mains and Their Appurtenances 15. ANSI/AWWA C65 I ***: Disinfecting Water Mains 16. ANSUAWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4 -inch through 8 -inch for Water Distribution D. American Water Works Association: 1. AWWA Manual M23***: PVC Pipe -Design and Installation 2. AWWA Manual M17***: Installation, Field Testing, and MainteffAItce of Fire Hydrants = ._ u E. American Society for Testing Materials: 1. ASTM D2241 -" F. Manufacturers Standardization Society: 1. MSS -SP -58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS -SP -69 Pipe Hangers and Supports Selection and Application G. Uni-Bell PVC Pipe Association: UNI -B-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C-900. WATER DISTRIBUTION- CITY OF IOWA MY - 02660 02114/11 Page 2 of 17 1.3 SUBMITTALS. A. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be kept at the work site at all times. B. Plans for initial operations and final operations: Special prepared drawings and typed list of sequences of steps are needed prior to any operation of water distribution system. Submit 2 weeks prior to date of planned operation. C. Shop, Working Drawings or Construction Plans showing: 1. Pipe layout with valves, fittings and hydrants shown 2. Bolts 3. Joints 4. Tapping sleeves, couplings, and special piping materials. 5. Polyethylene 6. Thrust block designs and details 7. Special backfill D. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. 1.4 QUALITYASSURANCE. A. .:_ Engineer reserves the right to inspect and test by independent service at L manufacturees plant or elsewhere at Engineer's expense. N O `B. Contractor shall conduct visual inspection before installation. LS TIME: A. All work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. This work will be completed with the assistance of Water Division personnel. 3. For review, comments, and approval of plans of operation, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours notice. WATER DISTRIBUTION- CIN OF IOWA CITY - 02660 02/14/11 Page 3 of 17 PART2 PRODUCTS 2.1 All products used for this work shall be from the list of "Accepted Products for Water Distribution and Water Service Materials" contained in the Iowa City Water Division Reference Manual. 2.2 DUCTILE IRONPIPE. A. Pipe shall be AWWA C151, Class 52. B. Pipe is to have an exterior bituminous enamel coating and a standard cement mortar lining in accordance with AWWA C104. C. Pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53. D. Pipe is to be complete with all necessary joint gaskets, lubricants, glands and bolts. 2.3 DUCTILE-IRONPIPE JOINTS: A. Single rubber -gasket push -on joints or mechanical joints shall conform to ANSI/AWWA CI I I/A21.11. Furnish with all necessary hardware and gaskets. B. Bell -and -spigot pipe joints shall conform to ANSI A21.6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffin Bolt -Lok restrained joint or approved equal, (Class 53). D. For unbolted/restrained mechanical joint, use Griffin Snap -Lok restrained joint or approved equal, (Class 53). E. Do not use drilled & tapped retainer glands. _ - ` ) F. Plain end of push -on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.4 POLYVINYL CHLORIDE PIPE. A. Pipe shall conform to ANSI/AWWA C900 and shall be thickness class DR 18 (Class 150). All pipe shall have the same outside dimensions as ductile -iron pipe. B. PVC pipe materials shall not be used in any area where there is likelihood the pipe will be exposed to concentrations of pollutants comprised of low molecular weight petroleum products or organic solvents or vapors. C. PVC pipe shall not be installed under public roadways and shall not be used around cul-de-sacs or other small radius curves. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 4 of 17 2.5 FITTINGS: A. All fittings shall conform to ANSUAWWA C110/A21.10, with pressure rating of Class 350 for 3" to 24". B. Mechanical joint fittings shall be ductile iron compact ANSUAWWA C153/A21.53 or ductile standard ANSUAWWA C110/A21.10. Large fittings, 12 -inch through 20 - inch shall be ductile iron standard ANSUAWWA CI 10/A21.10. Swivel tees shall be ductile iron standard ANSUAWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSUAWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be furnished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor -Blue bolts and nuts. Verify the gasket seats are not made irregular by improper application of the lining materials. 2.6 RESILIENTSEAT VALVES& VALVEBOXES. A. Gate valves shall conform to ANSUAWWA C509. 1. Valves shall be full line size gate valves with epoxy coating inside and outside and contain stainless steel nuts and bolts. :2. Valve bodies shall be ductile iron or cast iron. Working pressure of the valve shall be at least 200 psi. I Valves shall have a standard 2 -inch square operating nut and shall open left. i4 Valves shall be capable of being repacked or replacing o -rings under pressure. Valves are to be non -rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSUAWWA C504, for buried service, Class 150B. 1. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. 3. Working pressure of the valve shall be at least 150 psi. 4. Valves shall be short body pattern with mechanical joint ends. 5. Shaft seals shall be o -ring type. 6. Valve shall have manual operator with a 2" square operating nut for operation of the valve and shall open left. 7. All interior and exterior cast iron, ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and nuts. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 5 of 17 2.7 02/14/11 C. Tapping Valves shall be as specified for resilient -seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. 1. Tapping valves be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless steel nuts and bolts. 3. Valves shall be famished with all joint accessories. D. Valve Boxes shall be 2 -piece or 3 -piece slip type, range 51" to 71". Use lids marked "water". HYDRANTS: Specification standard: ANSI/AWWA Standard C502 Type of shutoff: Compression Type of construction: Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. Main valve opening: 4Y2 inches for 12" water main and under 5'/4 inches for 16" water main and above Nozzle arrangement 3 nozzle, two 2'/z inch hose nozzles and one 4Y2 -inch and size pumper nozzle, with caps attached with chains: Nozzle thread: National Standard Hose Threads Type of inlet connection: Mechanical Joint Size of inlet connection: 6 inch Depth of bury. Depth of bury shall be 6 feet Direction of opening: Open to right (clockwise) Packing: Conventional or O -Ring Size and shape of 1 Y2 inch, standard pentagon operating nut: Working pressure: 250 psi Color: Safety Red WATER DISTRIBUTION- CITY OF IOWA Cn'Y - 02660 Page 6 of 17 2.8 SPECL9L FITTINGS: A. Special pipe fittings must be approved by the Engineer. B. Special fittings must be the same diameter, thickness and pressure class as standard fittings. C. Special fittings may be manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection. D. Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. 2. Shall meet the OD requirements for Class A, B, C, or D pit cast pipe. 3. Shall be famished complete with all accessories. 4. Required for 12" and larger pipe or under paving. 5. Shall have stainless steel or NSS Cor -Blue nuts and bolts. E Stainless Steel Tapping Sleeves: Shall be epoxy coated with ductile -iron flange and stainless steel bolts. Shall meet the OD requirements for class A, B, C, or D pit cast pipe. 3a Shall be furnished complete with all accessories. 4_ Nitrile gaskets shall be used in L.U.S.T. areas (leaking underground storage - ' tank areas). N Stainless Steel Repair Clamps: 1. All stainless steel, single section, double section, or triple section, depending upon size of main. 2. Shall have stainless steel bolts and nuts. 2.9 GASKETS, BOLTS, NUTS, AND THREAD ROD. A. Mechanical joints made with: 1. Bolts: NSS Cor -Blue. 2. Stainless steel bolt studs with SS nuts on each end. B. All thread rod used to restrain fittings shall be stainless steel with SS nuts and 3/4" diameter. 2.10 LOCATION WIRE: A. Location wire #12 solid copper, THHN insulation in yellow, orange or blue color. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 7 of 17 Z11 LUMBER.- A. UMBER: A. Lumber for bracing or supports shall be hardwood. (i.e. oak, maple). Do not use creosoted lumber in contact with piping materials. 2.12 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfecting and testing. Prior notice must be given to the Water Division. B. Contractor will not be charged for the water used as long as there is reasonable care to control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. PART 3 EXECUTION 31 REFERENCESANDDOCUMENTS: A. Contractor must have all required documents on the site before commencing with the work. N C� B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in adcordance with.. ANSUAWWA C600 except as noted herein. C. PVC pipe must be fumished and installed in accordance with —AWWA M23, ANSI/AWWA-C605 and Uni-Bell PVC Pipe Association UNI -13-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as -built' drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Examples of special buried features would be: 1. Offsets in alignment. 2. Changes in depth, depth greater than 8 feet or less than 5 feet. 3. Special fittings or construction materials. 3.2 RECEIVING, STORAGE AND HANDLING: A. The City may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 8 of 17 C. Within the "Storage" language of AW WA M23, change "should" to "shall." D. Within the "Handling" language of AW WA M23, change "should" to "shall." 3.3 LOCATION, ALIGNMENT, SEPARATION & GRADE.- A. RADE.A. Water mains, valves, hydrants, and special fittings shall be installed in the locations shown on the plans or as directed by the Engineer. B. Contractor shall have all buried utilities located by the 1 -800 -ONE -CALL service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of 5112. feet. Generally, the maximum depth shall not exceed 7 feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances. Additionally, one full length of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low -'permeability soil shall be used for backfill material within 10 feet of the point of 5 — q.ossin . N C) No water pipe shall pass through or come in contact with any part of a sewer manhole. A minimum horizontal separation of 3 feet shall be maintained. F. Sewer force mains and water mains shall be separated by a horizontal distance of at least 10 feet unless: 1. the force main is constructed of water main materials meeting a minimum pressure rating of 150 psi and the requirements of Section 8.2 and 8.4 of the "Iowa Standards for Water Supply Distribution Systems" and 2. the sewer force main is laid at least 4 linear feet from the water main. WATER DISTRIBUTION- CITY OF IOWA CITY .02660 02114111 Page 9 of 17 G. Gravity sewer mains shall be separated from water mains by a horizontal distance of at least 10 feet unless: 1. the top of a sewer main is at least 18 inches below the bottom of the water main and 2. the sewer is placed in a separate trench or in the same trench on a bench of undisturbed earth at a minimum horizontal separation of 3 feet from the water main. When it is impossible to obtain the required horizontal clearance of 3 feet and a vertical clearance of 18 inches between sewers and water mains, the sewers must be constructed of water main materials meeting both the minimum pressure rating of 150 psi and the requirements of Sections 8.2 and 8.4 of the "Iowa Standards for Water Supply Distribution Systems". However, a linear separation of at least 2 feet shall be provided. H. Should physical conditions exist such that exceptions to Sections 3.3 Part F and 3.3 Part G of this standard are necessary, the design engineer must detail how tl}e sewer and water main are to be engineered to provide protection equal, to that'' required by these sections. J I. Sewers constructed of standard sewer materials shall not be laid within, 75 feet of a public well or 50 feet of a private well. Sewers constructed of water main materials t . may be laid within 75 feet of a public well and within 50 feet of a private well 5ut no closer than 25 feet of either. _ s All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be marked with a wire for the entire length to make electronic location possible. 1. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'clock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding. Make few splices and splice the wire together using a Twister DB Plus Wire Connector. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14111 Page 10 of 17 3. Bring the wire to the ground surface at each fire hydrant and loop wire in a Valvco tracer wire terminal box. These boxes shall be located between the hydrant and the hydrant valve with at least two feet of extra wire inside the box. Install the terminal box perpendicular from the hydrant and parallel with the valve box, one -foot from the hydrant base. The tracer wire terminal box must be installed flush with the finished grade. If there is no fire hydrant within 500 feet, bring the wire to the surface in a "daylight box" which is a full-size valve box (Tyler Series 6855 - Item 666A, Range 51" to 71" or East Jordan Series 8555 — Item 666A) and mark the drawings appropriately. 3.4 PIPE BEDDINGAND BACKFILLING.- A. ACKFILLING:A. Ductile -iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall conform to UNI -B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose, natural, fine soil which is compacted by hand tamping on the soil along the sides of the pipe to the top of the pipe. -C. Trench width within the pipe envelope shall conform to the plans or as directed by the Engineer. D. Set valves and hydrants on precast concrete bases. 3.5 PIPERESTRAINT. A. Thrust Restraint: 1. For pipe smaller than 10" diameter, concrete block shall be used, placing the concrete block next to the fitting and undisturbed soil. For 10" and larger diameter pipe, blocking shall be by cast -in-place concrete. Cover fittings and joints with 10 mil. polyethylene before placing concrete. Brace fittings with hardwood to prevent shifting before placing concrete. See Iowa City Reference Manual for detail information on thrust blocks — Figure 7.1. 2. Do not pour excess concrete on top of pipe and fittings. B. Socket Pipe Clamps, Tie Rods, and Bridles: 1. Where indicated or necessary to prevent joints or sleeve couplings from pulling apart under pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02114111 Page 11 of 17 C. Dead Ends 1. Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked against thrust. 3.6 JOINTSANDCOUPLINGS. A. Push -on Joints: 1. Inspect bell grooves and clean to assure complete gasket seating. 2. Use extreme care to prevent separation of joints already installed. 3. Do not use push -on joints when boring. Griffin Snap -Lok shall be used in casing with locking rubbers. B. Mechanical Joints: 1. The range of torque for tightening bolts which is indicated in ANSUAW WA C600 may be somewhat affected by the temperature. On cold da && more torque may be required. r� 2. Use extreme caution when tightening cast iron fittings to avoid breaking theta ears of the flanges. An average worker should not use a wrench longer th= 18 inches. 8 —t 3. On PVC pipe connections to MJ joints, cut the bevel off thc�end of the PVC- pipe VCpipe to get full pipe diameter in the joint. 4. Do not deflect pipe at joint. C. Sleeve -Type Coupling: 1. Clean pipe ends for distance of 12 inches. 2. Use soapy water as gasket lubricant. 3. Carefully mark and place the sleeve coupling in the center of the joint. 3.7 TAPPED CONNECTIONS UNDER PRESSURE.- A. RESSURE.A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. WATER DISTRIBUTION- CITY OF IOWA MY - 02660 02/14/11 Page 12 of 17 3.8 POLYETHYLENE ENCASEMENT.• A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSIIAWWA C105/A21.5-99 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas where PVC main could not be used. 3.9 HYDRANTINSTALLATION. A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. A set -back of 4 feet from the curb line is recommended. Iowa Department of Transportation (IDOT) requires a 9' setback. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break -off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with pre -cast cement blocks to resist thrust at the pipe connection. ta„n I'. The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 € inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break -off flange. 3.10 WATER MAIN OPERATIONS. A. All work which involves operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division. B. An accurate and legible copy of the "as -built" drawings must be on file in the Water Division office prior to using the water supply. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 13 of 17 C. If requested by the City, the contractor will work with Water Division personnel to submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. 3.11 DISINFECTION FOR POTABLE WATER SYSTEMS. A. General Upon completion of a newly installed water main or when repairs to an existing water system are made, the main shall be disinfected according to instructions listed in ANSUAW WA C651 and the following specifications. B. Special Disinfection Requirements FJ .:J 1. Exercise cleanliness during construction. Protect pipe interiors, fifogs and., valves against contamination. 2. The minimum uniform concentration of available chlorine Wed lbr. disinfection shall be 50 mg/L. Use either the granulated/tablet .or continuop's F feed method with modifications as described in 3.11 C or D below. - 3. The chlorinated water shall be retained in the main at least -24 hour -&,-during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the treated water shall contain no less than 25 mg/L chlorine throughout the length of main. 4. After the retention period, flush the heavily chlorinated water from the main until the chlorine concentration in the water leaving the main is no higher than 3 mg/L and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than '/4 of the main diameter. For 6 -inch through 12 -inch water mains, a single 2%: -inch fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). WATER DISTRIBUTION- (TTY OF IOWA CITY - 02660 02114111 Page 14 of 17 5. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main. At least one set of samples shall be collected from every 800-1000 feet of the new water main. plus one set from the end of the line and at least one from each branch. Deliver the sample to the University Hygienic Laboratory at Oakdale for analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. C. Tablet Method of Chlorine Application Use ANSI/AWWA C651, however slowly fill the main (less than 1 cubic foot per second) with system water, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlorine Application Prior to applying chlorine, do a preliminary flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than not less than '/4 of the main diameter. For 6 -inch through 12 -inch water mains, a single T/2 -inch fire hydrant opening is adequate. 2. Add the water and chlorine solution with the required concentration to fill the main completely. U.12' TLWBVG: g , 0 As-.) t=Filling the water main: € a� _=1. Fill the newly constructed water main system slowly using treated public water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow the water main to fill and slowly release the air. When the main being filled has released nearly all air, surging should diminish and water released from the hydrant should flow in a steady stream. Monitor and control the released water to minimize damage. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02114111 Page 15 of 17 3. After a few minutes of steady state operation, open all other valves slowly and then open the initial fill valve completely, while regulating the flow hydrant to minimize damage. When the main has been filled, open and close all hydrants sequentially to force fresh water progressively through each section (new and old) of water main which was shut down to replace fresh water into each section. 4. After clear water and a fresh chlorine odor are observed at each hydrant, shut down hydrant flow slowly and allow water flow to cease and internal pressure to stabilize. For water main replacement only, each water service connection shall be tested at a sill cock and observed by the Contractor to verify adequate pressure and flow. B. Pressure and Leakage Tests: 1. Conduct combined pressure and leakage test in accordance with ANSIIAWWA C600 and ANSUAWWA C605. 2. Pressure test off the hydrants or famish and install temporary. testing plugs or caps. Furnish pressure pumps, pipe connections, ,meters, igauges, equipment, potable water and labor. Use only potable water:fortesting. 3. Test after disinfection operations are successfully completed. If testing-, operations require reconstruction or repairs during which the interior of the pipe is exposed to contamination, disinfection will be required again - 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 5. Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specified pressure for at least two hours with no additional pumping means the water main has failed to pass the test. 7. If the water main fails the pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test. C. Valve Operations: 1. All valves shall be located and tested to verify operation. Remove the valve box lid, insert the valve key and open and close each valve. Count the turns and record the results. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 16 of 17 D. Hydrant Operations: 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to turning. 3. After hydrant has been flushed, close it and check for drainage. This is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: 1. Flow tests shall be conducted to verify all components of the water system are fully open and operational and to determine the fire flow capacity. 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test may be conducted on the hydrant at the extreme = locations for distance or highest elevation to determine the fire flow A: capability of the system. Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. @1 WATER DISTRIBUTION- MY OF IOWA CnY - 02660 02114/11 Page 17 of 17 HYDRANT TRACER WIRE TERMINAL BOX (DAYLIGHT BOX) 2-�- I.D. - LOCKABLE C.I. LID 3'-0 NOTE TRACER WIRE TERMINAL BOX (DAYLIGHT BOX) _ RADIAL MUST BE ONE FOOT (1') AWAY FROM HYDRANT C R -1 SPACE VALVE BOX AND 6' GATE VALVE MAIN FINAL 1 Z i° E TRr ENCH I GRADE f J - III TRENCH L= II, I z BACKFILL TRACER WIRE _' r -II / � HOLDING WATERT_ =1 ( SPOOL OR MAIN L MEGA LUG 1� I THRUST BLOCK 11111 I I III `11=II =ill I�� AS REO'D THRUST BLOCK ANCHORING TEE OR STANDARD TEE AND 'ROTO RING' (SWIVEL ADAPTOR). (SWIVEL TEE PREFERRED) THRUST BLOCK 12'x12'x4' CONCRETE PAD BACKFILL W/ 2' OR LARGER CLEAN GRANULAR FILL TO 18' ABOVE BOTTOM OF.I DRANT STAND PIPE TYPICAL HYDRANT & VALVE ASSEMBLY (Fiq 7.2) - REVISED 11/2009 WN❑TEX TRACER TERMINAL BOX NOT SHOWN FOR CLARITY, TERMINAL BOX IS PLACED 1' FROM HYDRANT, REFER TO FIGURE 7.2 GATE VALVE THRUST BLOCK HOLDING SPOOL OR MEGA LUG PLUG CONCRETE BLOCK I THRUST BLOCK SWIVEL OR ANCHOR TEE AS EQ' THRUST BLOCK TRACER WIRE Q THRUST BLOCK HYDRANT DEADEND HYDRANT DETAIL (Fig. 7:3) NOT TO SCALE REVISED 11/2009 XNOTEN TRACER TERMINAL BOX NOT 20' OF PIPE AFTER SHOWN FOR CLARITY. TERMINAL BOX IS VALVE FOR FUTURE PLACED 1' FROM HYDRANT, REFER TO (12" AND LARGER MAY FIGURE 7.2 REQUIRE ADDITIONAL FEET OF PIPE) EXTEND TRACER WIRE TO END OF PIPE GATE VALVES BLOCK- HOLDING SPOOL OR HOLDING SPOOL - ` RODDED OR MEGA LUG OR MEGA LUG I CONCRETE THRUST BLOCK BLOCK SWIVEL OR ANCHOR -/AS ' Q TEE BLOCK EXTEND TRACER BLOCK HYDRANTS: WIRE TO END OF 4�` FOR 12" DIA. MAINS OR SMALLER PIPE 54" FOR 16" DIA, MAINS OR LARGER HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION _- (Fig.,7.4) REVISED 11/2009 -J J mu.] SERVICE PIPE TYPE K COPPER NEW SERVICE PIPE SHALL BE 1' COPPER OR LARGER, STOP BOX SIDEWALK i /-PROPERTY LINE [fu171•:i10 CURB BOX ROD CURB STOP BRICK SUPPORT CORPORATION COCK SERVICE SADDLE IS REQUIRED ON ALL MAINS WATER DISTRIBUTION MAIN x'"'.101 '/llio V."! WATER SERVICE (J 3 71 i (Fig. 7.5) REVISED 11/2009 LCCA➢DN POINT UD FINISH GROUND VALVE BOX EXTENSION 4.0' BPCKFILL WITH SAND MATERIAL CAREFULLY IACKFLL AND COMPACT AROUNDWATER MAIN WITHOUT DISTURBING TRACER WIRE. PLAN VIEW CONCRETE BLOCK NOT". L FASTEN TRACER VIRE TO WATER MAIN. TRACER WIRE TRACER WIRE 2, VALVE BD% EXTENSION SMALL NDT SIT DIRECTLY ON iOP OF WATER HAIR (FASTEN TO WATER NMN) (FASTEN TO WATER AKIN) 3. EXTEND TRACER VIRE 3.0' BEYOND TOP OF VALVE BOX EXTENSION. PLACE EXCESS TRACER NEATLY INSIDE OF VALVE BOX EXTENSION AND INSTALL LID. 1. USE EXTREME CAUTION NOT TO DAMAGE TRACER VIRE WHILE BACKFILLING AND COMPACTING WATER WIN SIDE VIEW TYPICAL DETAIL— TRACER WIRE DAYLIGHT OT M31,..:, GSCALE iJ 91:11 Eta - ,: r a Ot J\ REVISED 8/2002 0 CD 4- n� W iT� SECTION 02665W WATER SERVICE WORK FOR CONTRACTORS PART1-GENERAL 1.01 DESCRIPTION: A. Furnish and install new water services and yard hydrants as indicated and specified. fCt�; 2. The Contractor or their agent will be responsible for the tapping application forms and records. L06 TIME. A. Time is of the essence for water service work. All required work must be completed as quickly as possible to minimize inconvenience to the consumers. The Contractor is expected to comply with the minimum response and completion times listed. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. Scheduling depends on workload. 2. For locations of underground facilities, provide 48 hours notice. C. Response Time - the maximum time allowed from telephone notice by the Engineer until the Contractor is on the job and ready to begin work: 1. For 1 service which is planned work, less than 24-36 hours. 2. For 1 service which is emergency work, less than 4-6 hours. 3. For 3 or more services which are planned work, less than 48 hours. r., D. Completion Time - the maximum time allowed from the time the Contractor turns`bff the water until the water service is connected and operational under normal circCmhstances . y 1. For 1 service, where it is necessary to break and remove concrete with no prior .a warning or planning, less than 12 hours. 2. For 6-8 services or more in one block area with prior planning, some services on each side of the street and in conjunction with paving projects, less than a 12 -hour workday. — L07 WORK ON PRIVATE PROPERTY FOR OTHERS. A. Water service work may be necessary or desired by private properly owners at the same time as the new water service work under this contract is done. The Contractor will be allowed to work on private properly adjacent to the work site in order to do water service work directly for the private property owner. Work on private property shall not adversely affect the time schedule for work under this contract. B. The work on private property will not be the responsibility of the City. lix-T•T11 PART 2 -PRODUCTS 2.01 WATER SERVICE MATERIALS All products used for this work shall be from the list of"Accepted Products for Water Distribution and Water Service Materials" contained in the Iowa City Water Division Reference Manual. The manufacturer shall furnish a certificate indicating all new materials meet the specifications. All valves, fittings and pipe shall be inspected several times during the manufacturing process and pressure tested with air under water before shipment. All water service materials shall be visually inspected before installation. Brass and copper are soft metals and care in handling shall be exercised to avoid damaging threads or distorting piping, valves or fitting bodies. All water service lines will be furnished and installed by the Contractor. Material shall be new type K copper in coils for sizes 3/4 -inch through 1% -inch and in coils or straight pipe for 2 -inch size. No couplings or connections will be permitted under the paving. A. SERVICE SADDLES: Service saddles shall meet or exceed current to ANSI/AW WA C800 specifications and shall be made in accordance with ASTM B-62. 2. Saddles shall be equal to but not exceed up to 200 PSIG. 3. Body shall be 85-5-5-5 cast brass. ._�a _ 'r, >24. Strap shall be wide band, 304L stainless steel with 304L stainless steel studs. i''=)5. Nuts and washers shall be 304 stainless steel. Nuts are supplied with fluorocarbon i f coating. C-) N 7 Z; 6. Saddles shall be AW WA tap thread (CC thread). 7. Saddles with nitrile gaskets shall be used in L.U.S.T. areas (leaking underground storage tank areas). B. CORPORATION VALVES: 1. Corporation valves shall meet or exceed current ANSI/AW WA C800 specifications and shall be made in accordance with ASTM B-62. 2. Valves shall be 300 PSIG maximum working pressure. 3. Body shall be 85-5-5-5 cast brass. 4. Valves shall be inlet: AW WA taper thread, outlet: conductive compression connection for CTS O.D. tubing. 5. Valves shall be compression ball type valves. 02665-3 C. E. BALL CURB VALVES: 1. Ball curb valves shall meet or exceed current ANSI/AW WA C800 specifications and shall be made in accordance with ASTM B-62. 2. Valves shall be 300 PSIF maximum working pressure. 3. Body shall be 85-5-5-5 cast brass. 4. Valves shall be compression connection for CTS O.D. tubing, both ends. 5. Valve shall have a quarter tum check with fluorocarbon coated ball and stainless steel reinforced seat. 6. Valve shall have end pieces o -ring sealed with double o -ring seals. CURB BOX — ARCH PATTERN: 1. Curb box shall meet or exceed current ANSI/AW WA C800 specifications. 2. Curb box lid shall be Erie Pattern — 5601 L — 2 -hole. 3. Curb box shall be 5 -foot box (telescope 1 -foot) and shall telescope up and down inside the base casting. 4. Curb box shall be slide style. N (—! 5. Curb box and accessories shall be black dip coated inside and out,,->- N em��p Y °' 6. Curb box rod length shall be a 5/8" rod, 42 -inches long, small key dah'p welded to rod with stainless steel rod and cotter pin. _ rJ^ STRAIGHT THREE PART UNIONS: ' 1. Unions shall meet or exceed current ANSI/AW WA C800 specifications and shall be made in accordance with ASTM B-62. 2. Union shall be conductive compression connection for CTS O.D. tubing both ends. 3. Body and nut shall be corrosion resistant cast bronze 85-5-5-5. 4. Gripper band shall be stainless steel and overlap itself so no gasket material can get underneath. 5. Conductor spring shall provide metal to metal contact between copper tubing and the fitting for electrical conductivity. 6. Entire gasket shall be enclosed. 7. Fluorocarbon coating shall be on inside surface of nut. 8. Union pressure rating shall be greater than the valve or fitting with which it is used. 02665-4 1411 Jw" tIll :31aff Copper tubing shall meet or exceed current ANSUAW WA C800 specifications. G. YARD HYDRANTS: 1. Yard hydrants shall be freezeless style. PART 3 - EXECUTION 3.01 RECORDSANDDOCUMENTS. A. Contractor must prepare and retain a set of "as -built" drawings on the job site with accurate and current information on the location of all water service valves, pipe and special construction features. Examples of special construction features include: Offsets in alignment. 2. Changes in depth and depth greater than 8 feet or less than 5 feet. 3. Special fittings or construction materials. Following completion of the project, a copy of these drawings shall be furnished to the Water Division. 3.02 RECEIVING, STORAGEAND HANDLING: A. , The Engineer may mark materials found on the job site which are determined to be L defective or not approved. The marking may be done with spray paint. The Contractor shall 6 c.. i promptly remove defective or unapproved materials from the site and replaced with new. x.3.03-,EXCAVATIONAND BACKFILL: , A. All excavators shall comply with the requirements of the O.S.H.A Standards subpart P - Excavations. B. Earth excavation, backfill, fill and grading shall be in accordance with Section 02220. C. Excavation and backfill shall include all excavation, backfilling, compacting, stockpiling of surplus material on the site, and all other work incidental to the construction of trenches, including any additional excavation which may be required for construction of the water service lines. D. Along the proposed water service lines, the Contractor shall remove the surface materials only to such widths as will permit a hole or trench to be excavated, which will afford sufficient room for proper construction. Paving removals shall be as directed by the Engineer E. The Engineer shall approve removal limits. 02665-5 F. Where working space permits, holes or trenches may be excavated by machine, provided that by so doing, public and private improvements will not be subjected to an unreasonable amount of damage. The size of the hole shall be as small as reasonably possible to do the work. If, however, excavation by machine methods cannot be made without damage being done to public and private improvements, hand excavation shall be employed. G. The Contractor shall use a mole for excavation of a hole to place the water service piping, %" to 2" diameter, at any location under a street surface, driveway, sidewalk or lawn area whenever the distance from the water main to the water service connection is greater than 20 feet. The mole shall be used even though the street surface has been removed so as to protect the new street surface from settlement. The mole shall be a maximum of four inches in diameter. The Contractor shall be responsible for all labor, equipment, materials and supervision for mole excavation. H. The Contractor shall be responsible for coordinating the location of all buried utilities and for all damage or repairs to utilities caused by mole excavation. Whenever, in the opinion of the Engineer, it is necessary to explore and excavate to determine the best line and grade for the construction of the new water service line or to locate an existing water service which must be disconnected, the Contractor shall make explorations and excavations for such purposes. J. All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Fire hydrants under pressure, valve pit covers, valve boxes, curb stop boxes, or other utility controls shall be left unobstructed and accessible until the work is completed. Gutters shall be kept clear and adequate provisions,,,-,.,, shall be made for street drainage. Natural watercourses shall not be obstructed. K. The Contractor shall provide and maintain ample means and devices with which to promptly remove and properly dispose of all water entering excavations or depressions until all work has been completed. No sanitary sewer shall be used for disposal of water. L. To protect persons from injury and to avoid property damage, adequate barricades,' fencing, construction signs, caution lights and guards as required shall be placed and maintained by the Contractor at excavations during the progress of the construction work and until it is safe for pedestrian and vehicular traffic to use the roads, sidewalks and facilities. All material piles, equipment and pipe which may serve as obstructions shall be enclosed by fences or barricades and shall be protected by proper lights when the visibility is poor. The rules and regulations of O.S.H.A. and appropriate authorities for safety provisions shall be observed. M. Trees, shrubbery, fences, poles and all other property and structures shall be protected during construction operations unless their removal for purposes of construction is authorized by the Engineer. Any fences, poles, or other improvements which are removed or disturbed by the Contractor shall be restored to the original condition after construction is completed. Any trees, shrubbery or other vegetation which are approved for removal or ordered for removal by the Engineer shall be removed completely, including stumps and roots. The Contractor shall be responsible for any damage caused by construction operations to shrubbery or other landscape improvements which were not authorized for removal by the Engineer. 02665-6 3.04 WATER SERVICE CONSTRUCTION.• A. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. B. The City Water Division will provide, at Contractor cost, labor to tap the water main for services. Each water service pipe shall be connected to the water main through a brass corporation stop. A tapping saddle is required on all water main materials. The plastic plug from PVC main shall be recovered. The main shall be tapped at an angle of forty-five degrees (450) with the vertical, if possible. The stop must be turned so that the T -handle will be on top. C. The old water service under the street right-of-way will be shut off and removed. The old stop box will be removed. D. The Contractor shall install the new copper service line from the new corporation stop to the new curb stop and from the curb stop to the customer service line near the property line. The size will be determined by the Water Division. The minimum size will be 1 -inch to the stop box. The service pipe shall be laid in the mole hole excavation and in the trench with sufficient weaving to allow not less than one foot extra length for each 50 feet of straight line distance. E. Underground water service pipe shall be laid not less than ten (10) feet horizontally from the building drain, and shall be separated by undisturbed or compacted earth. Where the horizontal separation cannot be met, the water service pipe shall be installed so the bottom -of the water service pipe is at least eighteen (18) inches above the top of the building drain line at its highest point. -F. �=A curb stop shall be famished and installed for each service at the location shown on the plans, or as directed by the Engineer. Place a brick or masonry block under each stop box o . valve. A cast iron stop box shall be furnished and installed over the curb stop and held in a F g truly vertical position, until sufficient backfill has been placed to ensure permanent vertical ryw alignment of the box. The top of the box shall be adjusted and set flush with the finished -V surface grade. The stop box shall be located between the curb and the property line and visible from the sidewalk. If the stop box is located in the concrete (such as a driveway or sidewalk) a cement -style stop box lid must be used instead of the regular style lid. G. The Contractor shall make a clean cut on the existing service line and connect the new service line at the location as directed by the Engineer. H. The Contractor shall be responsible for visual inspection of all water service materials used in this work. If water pressure is available or will be available within 24 hours of making the new service connection, the new service shall be subjected to normal system pressure and visually inspected for leaks. If any leaks appear, the Contractor shall make repairs. Each water service shall be turned on and observed by the Contractor within the premises to verify adequate pressure and flow. 02665-7 Division 32 Exterior Improvements Division 32 N CJ CD N . rn Division 32 SECTION 32 1723.13 PAINTED PAVEMENT MARKINGS PART 1 GENERAL 1.1 SECTIONINCLUDES A. Pavement markings for asphalt and Portland cement concrete pavements. L2 SUBMITTALS A. Certification by the materials manufacturer of compliance to the specification. PART 2 PRODUCTS 2.1 PAVEMENT MARKING MATERIALS A. Traffic lane permanent marking paint. Factory mixed, quick drying and non-bleeding, conform to Iowa DOT Standard Specification Section 4183 for Fast -Dry Epoxy Traffic Paint. B. Color: Yellow or white, as specified on the Plans or as directed bs_ Representative. C. Reflectorized spheres for the traffic paint shall meet Iowa DOT Stall jard S�ificatiorhG Section 4184. <I; = I PART 3 EXECUTION 3.1 MARKING ASPHALT OR RC. CONCRETE PAVEMENT A. Cleaning 1. Sweep surface with power broom supplemented by hand brooms to remove loose materials and dirt. 2. Do not begin marking pavement until acceptable to Owner's Representative. No markings shall be applied until adequate cure time has been obtained on the paving. A minimum of three days of time elapse after asphalt pavement is placed. B. Apply paint with mechanical equipment 1. Lines shall be 4 in. (100mm) wide or at the width designated on the Plans. The locations and lengths are shown on the Plans. 2. Symbols shall conform to the details shown on the Plans. 3. Provide uniform straight edges. 4. Not less than two separate coats shall be applied in accordance with manufacturer's recommended rates. END OF SECTION 111234-0 32 1723.13-1 �r^DJ lob Prepared by: Josh Slattery, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149 RESOLUTION NO. 12-304 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF COW TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and WHEREAS, funds for this project are available in the Highway 1 SidewalklTrail - Riverside Drive to Sunset account # 4222. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 2:30 p.m. on the 24th day of July, 2012. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 31't day of July, 2012, or at a special meeting called for that purpose. Passed and approved this 19th day of .Tune —.20 12 �iM'd ws- App ved by ATTEST: CITYbLERK City Attorney's Office prong\res\Hwy1Tra11ProJect-apppBsAa 6/12 Resolution No. 12-304 Page 2 It was moved by Mims and seconded by Dobyns the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton Publish 6/25 NOTICE TO BIDDERS HIGHWAY 1 TRAIL PROJECT —ORCHARD STREET TO SUNSET STREET Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 20 day of July, 2012. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 31*` day of July, 2012, or at a special meeting called for that purpose. The Project will involve the following: Construction of a 10 -foot wide 6" thick PCC trail approximately 1.0 miles from Orchard Street to Sunset Street. The project also includes 4 -foot sidewalks along Miller and Hudson Streets and an 8 -foot walk along Orchard Street from Hwy 1 to Benton Street. All work is to be done in strict compliance with the plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to fumish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Phase 1 shall be completed by October 16, 2012. Phase 2 shall be completed by October 1, 2013. Phase 3 shall begin no earlier than March 1, 2013 and shall be complete by June 1, 2013. Liquidated Damages: $500 per calendar day per phase. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of City of Iowa City, City Engineer's office, by bona fide bidders. A $50 refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK Printer's Fee $ a r1. a Ln CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 I, RD46Q S'ulr�-¢.-rte. 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 I time(s), on the following date(s): T Nl ( 'L* Legal C Subscribed and sworn to b me this 1141- day of A.D. 20-1,&_. Notary Public Ll CglmrsslonNunber73261 my ommis W January o'Expires ,OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING 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, specifica- tions, forms of contract and esti- mated costs for the construction of the: 1. U.S. Highway 6 and Sycamore Street Intersection Improvement Project 2.2012 Muscatine Avenue Water Main Improvements Project 3. Highway 1 Trail Project - Orchard Street to Sunset Street 4. Public Works Complex - Warm Storage Building Project in said city at 7:00 p.m. on the 18th day of June, 2012, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 E. Washington Street In said city, or If said meeting is can- celled, at the next meeting of the City Council thereafter as post- ed by the City Clerk. Said plans, specifications, forms of contract and estimated costs are now on file In the office of the City Clerk in the 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 con- cerning said plans, specifications, contracts or the costs of making said improvements. 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 Poe0000am3 June 11, 2012 �CoJ 10 Prepared by: Josh Slattery, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5149 RESOLUTION NO. 12-360 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET. WHEREAS, Schrader Excavating & Grading Co. of Walford, Iowa has submitted the lowest responsible bid of $937,160.77 for construction of the above-named project; and WHEREAS, funds for this project are available in the Highway 1 Sidewalk/Trail - Riverside Drive to Sunset account # 4222. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The contract for the construction of the above-named project is hereby awarded to Schrader Excavating & Grading Co., 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. The City Engineer is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this 31st day of 2012 A MAYOR A roved by ATTEST: • 1401,) k CITY CLERK City Attorney's Office -712-S-1,2— It 7yS-/fLIt was moved by Mims and seconded by Payne the Resolution be adopted, and upon roll call there were: AYES: X X X _x X X X NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton Printer's Fee $ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN pFED.ID#42-0330670 I, 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 i time(s), on the following date(s): TNN 1'2— '2Legal ZCI Legalc Subscribed and sworn to before me this _x2Tf!j`4lay of Notary Public g, • � LINDA KROTZ Commission Number 732619 f4C*m1ssionElip'res r Jan27,2014 OFFICIAL PUBLICATION NOTICE TO BIDDERS HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET Sealed proposals will be received by the. City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 24th day of July, 2012. Sealed proposals will be opened immediately thereafter by the City Engineer or designee.. Bids sub- mitted by fax machine shall not be deemed a "sealed bid" for pur- poses of this Project. Proposals received afters this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7'00 P.M.on the 31st day of July, 2012, or at a special meeting called for that purpose. The Project will Involve the follow- ing- Construction ollow-ing:Construction of a 10 -foot wide 6" thick PCC trail approximately 1.0 miles from Orchard Street to Sunset Street. The. project also includes 4 -foot sidewalks along Miller and Hudson Streets and an 8 -foot walk along Orchard Street from Hwy 1 to Benton Street. All work is to be done in strict compliance with the. plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be complet- ed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corpora- tion authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CIN OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder falls to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful perfor- mance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the low- est two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred per- cent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formalacceptance by the City Council. The following limitations shall apply to this Project: Phase 1 shall be completed by October 16, 2012. Phase 2 shall be completed by October 1, 2013. Phase 3 shall begin no earlier than March 1, 2013 and shall be complete by June 1, 2013. Liquidated Damages' $500 per calendar day per phase. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and forth of pro- posal blanks may be secured at the Office of City of Iowa City, City Engineer's office, by bona fide bid- ders. A $50 refundable fee is required for each set of plans and specifica- tions provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the con- tract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extend- ed dollar amounts. By virtue of statutory authority, preference must be given to prod- ucts and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder prefer- ence law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive techni- calities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK pv soon,,,, June 25, 2012 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Schrader Excavating & Grading Co. ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the 5t' day of June, 2012, for the Highway 1 Trail Project — Orchard Street to Sunset Street ('Project"), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers None ; b. "Standard Specifications for Highway and Bridge Construction," Series of 2009, Iowa Department of Transportation, as amended; C. Plans; d. Specifications and Supplementary Conditions; e. Notice to Bidders; f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non -Resident Bidding on Non -Federal -Aid Projects; I. Contract Compliance Program (Anti -Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. AG -1 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): attached schedule... 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this 3 day of August 2012 Citv By Mayor ATTEST: City Clerk AG-2 Contractor By� G oG President ATTEST Controller (Company Official) Approved By: la�k City Attorney's Office g 9 tj— August 2, 2012 Attention: City of Iowa City 410 E. Washington St. Iowa City, IA 52240 RE: S. Dubuque St. Storm and Water Project—Subcontractor list 1840 Commercial Drive PO Box 270 Walford, IA 52351 Phone: (319) 845-3061 Fax: (319) 845-3066 s.schrader@schraderexc.com Item # Sub Contractor Qty Unit Price Total Price 1 Streb Construction 1 11600.00 $ 11,600.00 7 Streb Construction 154 40.00 $ 6,160.00 8 Streb Construction 243 49.65 $ 12,064.95 9 Streb Construction 590 56.50 $ 33,335.00 10 LL Pelling Co. 100 101.00 $ 10,100.00 11 LL Pelling Co. 290 92.15 $ 26,723.50 37 Streb Construction 6835 24.65 $168,482.75 40 Streb Construction 790 35.50 $ 28,045.00 41 Streb Construction 45 50.00 $ 2,250.00 42 Streb Construction 440 30.00 $ 13,200.00 43 Streb Construction 600 30.00 $ 18,000.00 44 Streb Construction 1015 37.00 $ 37,555.00 47 Advance Electric Service 4 2200.00 $ 8,800.00 48 Advance Electric Service 1 100.00 $ 100.00 53 Advanced Traffic Control 41.4 226.00 $ 9,356.40 54 Advanced Traffic Control 1 5250.00 $ 5,250.00 75 Whitters Landscaping 350 35.00 $ 12,250.00 76 Soil Tek 35 54.00 $ 1,890.00 81 Soil Tek 350 2.00 $ 700.00 82 Soil Tek 1150 2.00 $ 2,300.00 83 Soil Tek 1400 0.20 $ 280.00 84 Soil Tek 1400 0.20 $ 280.00 85 MMS 1 11900.00 $ 11,900.00 Total Subcontractors $ 420,622.60 If we can be of any assistance in clarifying this information, please contact us at 319-845-3061. Sincerely, Shane Schrader Schrader Excavating & Grading Co. 1840 Commercial Drive PO Box 270 Walford, IA 52351 Phone: (319) 845-3061 Fax: (319) 845-3066 s.schrader@schraderexc.com FORM OF PROPOSAL HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Schrader Excavating & Grading Co. Address of Bidder 1 840 Commercial Dr. Walford, IA 52351 TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of ci-3 �7, 1 lou. 99 , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. 111234-0 FP -1 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 CLEARING AND GRUBBING LS 1 $ 13 3 O.00 $ 13, 3yo 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 16,115 $ rl. a0 $ 116, Oo�B. 00 3 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 5,110 $ y 00 $ aO, g4t.O() 4 MODIFIED SUBBASE CY 185 $ 35. t7C $ (p, y7S,0U 5 SHOULDER FINISHING, EARTH STA 122.40 $ So2. SC+ $ 6 REMOVAL OF GRAVEL SY 660 $ 3. 40 $ a7 `o1(11i, 00 7 P.C. CONCRETE PAVEMENT, CL -C, CL -3, 7 -INCH SY 154 $ 1/1)3() $ ls. 03. a0 8 P.C. CONCRETE PAVEMENT, CL -C, CL -3, 8 -INCH SY 243 $ SD. (n1 -I $ I 3305, 5d 9 P.C. CONCRETE PAVEMENT, CL -C, CL -3, 10 -INCH SY 590 $ 58.58 $ 3y, S-62-90 10 HMA MIXTURE, BASE COURSE, 3/4 -INCH MIX (1 M ESAL) TON 100 $ loq. % $ /O. q -7'3. 00 11 HMA MIXTURE, SURFACE COURSE, 1/2 -INCH MIX (1M ESAL) TON 290 $ % 5• SS $ 12 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 30 $ 30, o� $ %00. CC 13 APRONS, CONCRETE, 12 -INCH DIA. EACH 2 $ (.��,00 $--L3-76 613 14 APRONS, CONCRETE, 15 -INCH DIA. EACH 4 $ '705, 0o $ a. 82 6. (-\ 0 15 APRONS, CONCRETE, 18 -INCH DIA. EACH 8 $ % 5 S, d0 $ (t tAO.00 16 APRONS, CONCRETE, 24 -INCH DIA. EACH 2 $ $ 30-O $ I Lxt,p 00 17 APRONS, CONCRETE, 36 -INCH DIA. EACH 1 $ 20.OU $ U'76.06 18 REMOVE / REINSTALL PCC PIPE APRONS LESS/EQUAL TO 36 -INCH EACH 1 o $ 0 C 0. CO $ B 00_ CO 19 MANHOLE, STORM SEWER, SW -401, 48 -INCH EACH 4 $ 19'1S OU $ �]�CC.C() 20 MANHOLE, STORM SEWER, SW -401, 60 -INCH. EACH 2 $ 31 3s OO $ (n,171().00 21 INTAKE, SW -501 EACH 6 $ I, 1440.INN $ 3 LLIO• oO 22 INTAKE, SW -507 EACH 1 $ $ 04-5566 23 INTAKE, SW -508 EACH 2 $ 1,15,90.0 $ 3. 180.o0 24 INTAKE, SW -511 EACH 2 $ 1,4cI0.(0 $ 19SO.00 25 INTAKE, SW -512,30 -INCH EACH 4 $L 1, (CCS 110 $—- q rw.w 26 INTAKE, SW -512,36 -INCH EACH 2 $ 1, ��(a��O $ 3 WO.00 27 MANHOLE ADJUSTMENT EACH 15 $ S gO.00 $ g rlw.bo 28 STORM SEWER, TRENCHED, DUCTILE IRON PIPE, 12 -INCH LF 8 $ I Sn7.(iU $ ) ci 5(0.0() 29 STORM SEWER, TRENCHED. RCP, 2000D (CIII), 12 -INCH LF 50 $ 34.yD $ ) 7'70-00 30 STORM SEWER, TRENCHED, RCP, 20000 (CIII), 154NCH LF 642 $ 39.7 S $ o?S, S 19. SO 31 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 18 -INCH LF 208 $ 49. Su $ 10, a9(p,00 32 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 24 -INCH LF 299 $ SS, OU $ 14, 414s. po 33 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 36 -INCH LF 36 $ 110.00 $ 3 clUb.OD 111234-0 FP -2 67 FITTING, REDUCER, 8 -INCH x 6 -INCH EACH 1 $ 0150.00 $ d70,OO 68 TAPPING SLEEVE AND VALVE, 6 -INCH x 6 -INCH EACH 1 $ I,$iC.00 $ 69 TAPPING SLEEVE AND VALVE, 8 -INCH x 8 -INCH EACH 1 $ a. yUS.OG $ Uy5.6 0 70 TAPPING SLEEVE AND VALVE, 12-INCHx6-INCH EACH 1 $a,a80.00 $ a"x80'00 71 REMOVAL, FIRE HYDRANT ASSEMBLY EACH 7 $ i 10,00 $ 343D, 00 72 REMOVAL, WATER MAIN LS 1 $'7CO.O0 $ J706.00 73 FIRE HYDRANT ASSEMBLY EACH 8 $ J�a15•L1U' $ o2 S, `7020.60 74 HYDROSEEDING ACRE 6.00 $ :.1.3 L.: S.00 $ 14, 190.60 75 SODDING SO 350 $f y�p0 $ I/i. 350'00 76 MULCH, SHREDDED CY 35 $ 5!• $ Co. 00 77 TURF REINFORCEMENT MAT SO 1,165 $ 011.77 $ �s. 3LO 7.SO 78 CURB INLET FILTER EACH 16 $ 1 76.00 $ 79 INTAKE PROTECTION BAG EACH 12 $ 1$0.00 $ lam O. 00 80 INTAKE PROTECTION BAG WITH CURB FILTER EACH 6 $ 3'20.00 $ I9.W.c() 81 SILT FENCE LF 350 $ 2 I 0 $ %3S DO 82 COMPOST FILTER TUBE, 12 -INCH DIA. LF 1,150 $ �?. 10 $ (4 (S. D6 83 CLEAN-OUT OF COMPOST FILTER TUBE / SILT FENCE LF 1,400 $ 0, a I $ ?-ti. 60 84 REMOVE COMPOST FILTER TUBE / SILT FENCE LF 1,400 $ U• o2I $ 0201 ci. 00 85 CONSTRUCTION SURVEY LS 1 $ I3, I OV, bD $ 1 bb,6C TOTALBASEBID NZnt )4,. lce�l 7--e:.4 Je�c..T.5.d 0.6 X,/"d•S:xly. n�cl ��"�—' $ C'3 xr1173, /, 1Qy.7% (use words) (figures) 111234-0 FP -4 34 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 -INCH LF 238 $ 1 3.00 $ -303L4.66 35 CONNECT STORM SEWER TO EXISTING STRUCTURE EACH 5 $ 5NS.00 $ �'735,OG 36 REMOVAL OF PAVEMENT SY 2,880 $ U- l u $ 11, rlLiu.3D 37 RECREATIONAL TRAIL AND WALK, PCC, 6 -INCH SY 6,835 $ ?S Iy $ r)1. 231.90 38 SPECIAL SUBGRADE PREPARATION SY 1,770 $ 3•L0a $ L.y6%.UD 39 REMOVAL OF SIDEWALK BY 400 $ 7.LoD $ 3DyD,DG 40 SIDEWALK, P.C. CONCRETE, 4 -INCH SY 790 $ 34 • S) $ J9, 41 SIDEWALK, P.C. CONCRETE, &INCH, WITH INTEGRAL CURB SY 45 $ Si. ali $ 9,3N. �U 42 DETECTABLE WARNINGS FOR CURB RAMPS SF 440 $ 31.11 $ 13, 09,14b 43 CURB AND GUTTER, P.C. CONCRETE, 3.0 FT. LF 600 $ 31 , 11 $ I$, & u 6 . 60 44 DRIVEWAY, P.C. CONCRETE, 6 -INCH SY 1,015 $ 3W. 3F $ 38, 9 SS '7b 45 REMOVALS, PER PLAN LS 1 $ 0 $ /500.60 46 REVETMENT TON 382 $ .39.00 $ 1y, 89P.c b 47 RELOCATE ELECTRIC HANDHOLE EACH 4 $ 'Z?3U.00 $ gggLj,oO 48 REMOVE AND REINSTALL LIGHT POLE EACH 1 $ 1 2U.00 $ 1,2 D. 00 49 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 7 $ 3LI 75 $ 239.'75 50 REMOVE / RECONSTRUCT LANDSCAPE TIMBER RETAINING WALL LS 1 $ T'000.w $ 5GO0 CI> 51 RELOCATE BUS SHELTER LS 1 $ ISNU. GO $ 1540.00 52 ADJUSTMENT OF FIXTURE EACH 25 $ 310. to $ 316,00 53 PAINTED PAVEMENT MARKINGS, DURABLE STA 41.40 $ '909.,?5 $ C?S11.lcS 54 TRAFFIC CONTROL LS 1 $ S445, OC $ cUgS, OU 55 MOBILIZATION LS 1 $_L2,775,00 $ 1-7,'175,60 56 WATER MAIN, TRENCHED, 6 -INCH DIP, CLASS 52 LF 120 $ l4d- a0 $ 5P UL4.0 57 WATER MAIN, TRENCHED, B -INCH DIP, CLASS 52 LF 420 $ sD.7S $ al , 3 1 S DO 58 WATER MAIN, TRENCHLESS, 6 -INCH RJ DIP, SNAP-LOK, CLASS 53 LF 125 $ $ 9, (DaS,pC 59 WATER SERVICE STUB, COPPER EACH 6 $ I 4500 $ 7 y-Ip,o6 60 WATER SERVICE, TRENCHLESS, COPPER, 1 -INCH LF 45 $ 39's-0 $ 61 WATER SERVICE, TRENCHLESS, COPPER, 2 -INCH LF 40 $ 4`1.00 $ 1 cluot 62 VALVE, GATE, DIP, 6 -INCH EACH 4 $ 83,2.m $ 3, 3,35, OC 63 VALVE, GATE, DIP, 8 -INCH EACH 2 $ 141nG,00 $ ,?, Sao, oo 64 VALVE, GATE, DIP, 12 -INCH EACH 1 $ L1160.00 $ 14)(p0.00 65 FITTING, BEND, 45 -DEGREE, 6 -INCH EACH 4 $ 195-W $ '7t4C•t'b 66 FITTING, TEE, 8 -INCH x 6 -INCH EACH 1 $ 385. Do $ 3SS. D0 111234-0 FP -3 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: ST'Z" i�, s4: tnc, uct[ : ��l7DOO.UO flrlua..cc Trc.Ft C el' �U,OOL� So. 1 - Tt is 7L), Doe LL -Prllj,,., ' 35, mo NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm: Schrader Excavating & Grading Co. Signature: ,I(�l'ia"Ze- " h4'41 z Printed Name: Shane Schrader Title: President Address: 1840 Commercial Dr. Walford, IA 52351 Phone: (319)845-3061 Contact: Shane Schrader 111234-0 FP -5 PERFORMANCE AND PAYMENT BOND Bond No. 4387274 Schrader Excavating and Grading Co. Insert the name and address or legal as Principal, hereinafter called the Contractor and SureTec Insurance Company (Insert the legal title of the Surety) __, as Surety, hereinafter called the Surety, aie held and firmly bound unto the City of Iowa City Iowa, as obligee, hereinafter called the Owner, in the amount of _ Nine Hundred Thirly-Seven Thousand One Hundred Sixty and 7//100 Dollars (S_ 837,1G0_77) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of August 3, 2012 entered into a (date) written Agreement with Owner for the Highway 5 Trail Project — Orchard Street to Sunset Street; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by $hive-Hattery, Inc., of Iowa City, Iowa. which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Prcjecl. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null ano void; otherwlse it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby Naives notice of any alteration or extension of time made by the Owner.. B Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations !hereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a hid or bids for submission to Owner for completing the Project in =erdance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of tho lowest responsible bidder, arrange for a contract between Much bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or PL' -1 subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price;' as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS 7th DAY OF August 2012 IN THE PRESENCE OF: David R yfueyness PB -2 Schrader Excavating and Grading Co. (Principal)/ (Title) SureTec Insurance Company (Surety) n owner (Title) Attorney -in -Fact Holmes Murphy & Associates, Inc P.O. Box 9207 (Street) Des Moines, IA 50306-9207 (City, State, Zip) (515) 223-6800 (Phone) POA a: 1510000 SureTec Insurance Company LEMTED POWER OF ATTORNEY Know AM Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Hams County, Texas, does by these presents make, constitute and appoint Anne Crowner, Brian M. Deimedy, Craig E. Hansen, Cindy G. Bennett, Dianne S. Riley, Jay D. Freiermuth, Stacy L. Venn, Timothy J. McCulloh its true and lawful Attorney-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for: Five Million and 00/100 Dollars ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey-in-Fact may do in the premises. Said appointment shall continue in force until 11/3012013 and is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved that the President, any Vice -President, any Assistant Via -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognisances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20' ojApril, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 3rd day of September, A.D. 2010. SURETEC INS E C MPANY By: e� wg Joho 1 o Jr., resident State of Texas ss: County of Harris t On this 3rd day of September, A.D. 2010 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. JACQUELYN MALDONADO j s.:rrr ?` NotaryPublic, Stateof Texas My Commission Expires acq ely alto oda, Notary Public May Is. 2013 y comm sion ex ir(;s May 18, 2013 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full fora and effect. Given under my hand and the seal of said Company at Houston, Texas this 7th day of August 2012 A.D. M. Brent Beaty, Assistant Secretary Any instrument issued in excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 5:00 pm CST. 3d(8) mom� Prepared by: Josh Slattery, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149 RESOLUTION NO. 14-289 RESOLUTION ACCEPTING THE WORK FOR THE HIGHWAY 1 TRAIL PROJECT - ORCHARD STREET TO SUNSET STREET WHEREAS, the Engineering Division has recommended that the work for construction of the Highway 1 Trail Project - Orchard Street to Sunset Street, as included in a contract between the City of Iowa City and Schrader Excavating & Grading Co. of Walford, Iowa, dated August 3, 2012, 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 Highway 1 Sidewalk / Trail - Riverside to Sunset account # R4222; and WHEREAS, the final contract price is $945,669.00. 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 7th day of October _,20_L4_. MAYOR 1'� Approved by ATTEST: A,,- e - oda.. a c CITY CLERK City Attorney's Office 112S.IAV It was moved by Mims and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: V4 X X X X X X Pweng/masters/acptwork.doo 9/14 1W&1 ABSENT: Botchway Dickens Dobyns Hayek Mims Payne Throgmorton U "OW, Elor1. or PLANS OF PROPOSED IMPROVEMENTS FOR: JOHNSON Hu"HWAY I TRAL COUNTY 0 RCH=,�D STREET TO SUNSET STREET 2 CONSTRUCTION IOWA CITY MUNICIPAL AIRPORT LOCATION MAP SCALE 0 800 1600 3200 SCALE IN FEET o PHASE 1 1yW y s STURGIS FERRY PARK P MILEAGE SUMMARY DIV. LOCATION ml, F,01 �E IC 11 R HIGHWAY 1 TRAIL SEGMENT 10+80 1yW y s STURGIS FERRY PARK P MILEAGE SUMMARY DIV. LOCATION LIN. FT. MILES - HIGHWAY 1 TRAIL SEGMENT 10+80 TO STA STA 10+80 TO 64+00 5,320 1.008 - ORCHARD STREET WIDE SIDEWALK STA 74+45 (ORCHARD STREET) STA 64+00 TO 74+45 1,045 0.198 - MILLER AVENUE SIDEWALK (MILLER AVENUE) STA 91+00 STA 80+00 TO 90+50 11050 0.199 - HUDSON AVENUE SIDEWALK RF -3 10-18-11 TC -1 STA 91+25 TO 101+75 1,050 0.199 SHIVErHATi-C—RY ARCI1 1 T E C T U R E + E N G I N E E R I N G ENGLISH Irll URBAN TRAL SYSTEM C�TY OF �OWA C�TY, 0WA PCC TRAIL 111234-0 SCALES: AS NOTED ��■� PHASE 1 STA 56+00 TO STA 67+00 R.O.W. PROJECT NUMBER PHASE 2 STA 10+80 TO STA 56+00 (INCLUDES ALL HWY 1 CROSSINGS) PHASE 3 STA 67+00 TO STA 74+45 (ORCHARD STREET) STA 79+70 TO STA 90+50 (MILLER AVENUE) STA 91+00 TO STA 101+75 (HUDSON AVENUE) THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF THESE CONTRACT DOCUMENTS. APPROVED FOR LETTING CITY ENGINEER OF IOWA CITY, IA DATE IOWA ONE CALL 1-800-292-8989 " The Utilities as shown on this drawing were developed from the information available, This is not implied nor intended to be the complete inventory of utilities in this area. It is the clients/contractors responsibility to verify the location of all utilities (whether shown or not) and protect said utilities from any damage. CITY OF IOWA CITY REVISIONS TOTAL SHEETS 53 PROJECT NUMBER 111234-0 R.O.W. PROJECT NUMBER PLANS PROJECT IDENTIFICATION NUMBER A.01 REVISIONS I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. re KEVIN P. TROM, P.E. Date Printed or Typed Name My license renewal date is December 31, 2013 Pages or sheets covered by this seal: ALL PROJECT NUMBER 111234-0 a _V) SHEET NUMBER A.0 INDEX OF SHEETS STANDARD ROAD PLANS A.01 TITLE SHEET The following Standard Road Plans shall be considered applicable to construction work on this project. NUMBER A.02 DATE NUMBER DATE NUMBER DATE TYPICAL CROSS—SECTIONS C1.01—C1.06 STORM WATER POLLUTION PREVENTION PLAN C2.01—C2.05 SITE PREPARATION AND DEMOLITION PLAN PV -101 D.01—D.09 04-17-12 RF -3 10-18-11 TC -1 10-18-11 K.01—K.10 PV -102 04-19-11 M.01 RF -14 10-18-11 TC -202 U.01 04-17-12 11 X.01—X.17 CROSS—SECTIONS TC -211 04-17-12 SW -211 04-21-09 RM -42 10-18-11 TC -402 04-17-12 SW -401 04-21-09 TC -418 03-01-12 SW -501 04-21-09 SW -507 10-20-09 SW_ 508 10-20-09 SW -511 04-21-09 SW -512 10-20-09 SW -514 04-21-09 SW -602 10-20-09 SW -603 04-17-12 SW -604 10-20-09 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. re KEVIN P. TROM, P.E. Date Printed or Typed Name My license renewal date is December 31, 2013 Pages or sheets covered by this seal: ALL PROJECT NUMBER 111234-0 a _V) SHEET NUMBER A.0 INDEX OF SHEETS NO. DESCRIPTION A.01 TITLE SHEET A.02 LEGEND, TABULATIONS, TRAFFIC CONTROL AND PHASING NOTES B.01 TYPICAL CROSS—SECTIONS C1.01—C1.06 STORM WATER POLLUTION PREVENTION PLAN C2.01—C2.05 SITE PREPARATION AND DEMOLITION PLAN D.01—D.09 PLAN AND PROFILE G.01 SURVEY CONTROL, AND ALIGNMENT INFORMATION K.01—K.10 PAVING & INTERSECTION DETAILS M.01 WATER MAIN: MILLER AVENUE AND ORCHARD STREET U.01 CONSTRUCTION DETAILS 11 X.01—X.17 CROSS—SECTIONS I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. re KEVIN P. TROM, P.E. Date Printed or Typed Name My license renewal date is December 31, 2013 Pages or sheets covered by this seal: ALL PROJECT NUMBER 111234-0 a _V) SHEET NUMBER A.0 I LEGEND =====15KV===== =====FO--====_ 2"LPG > 8"S 8"ST CABLE LINE - UNDERGROUND 15KV ELECTRIC DUCTBANK- UNDERGROUND LIGHT CIRCUITING - UNDERGROUND UNIVERSITY FIBER OPTIC DUCT BANK UNDERGROUND TELECOM GAS MAIN SANITARY SEWER STORM SEWER WATER MAIN CHAIN-LINK FENCE GENERAL SITE EXISTING STRUCTURE OCID GUARD POST/ BOLLARD SINGLE POLE SIGN HANDHOLE SHRUB HANDHOLE ABBREVIATIONS ACC UTILITY SYMBOLS 15KV > GUY WIRE HH HANDHOLE DIAMETER LIGHT POST M TELEPHONE PEDESTAL 0 UTILITY POLE M VAULT BOX FIRE WATER FIRE HYDRANT O DOT CURB INLET DQ VALVE TELECOMMUNICATION TELU SERVICES LF � CURB INLET ® WATER MANHOLE OVERHEAD ELECTRIC REFER TO SHEET C2.01 FOR TRAFFIC CONTROL AND PHASING FOR REMOVAL AND RECONSTRUCTION WORK IN THIS AREA. HAWK RIDGE DRIVE UNKNOWN MANHOLE ® INTAKE - CIRCLE 0 DRAINAGE MANHOLE ® INTAKE - RECTANGLE VE ELECTRICAL MANHOLE ® INTAKE - SQUARE OO SANITARY MANHOLE ORD ROOF DRAIN MAIN WORK. MILLER AVENUE TO HUDSON AVENUE [ UTILITY END CAP ORCHARD STREET SIDEWALK FROM PHASE 1 TELEPHONE MANHOLE Piv STA 79+70 TO STA 90+50 LIMIT TO BENTON STREET. MILLER AVENUE MARCH 1, 2013 O POST INDICATOR VALVE AND HUDSON AVENUE SIDEWALKS FROM PEDESTRIAN SIGNAL 1 TRAFFIC SIGNAL ------ TRENCHED CONDUIT TC -202 PUSHED CONDUIT B# SIGNAL POLE LABEL 1 PEDESTRIAN POLE LABEL GENERAL SITE EXISTING STRUCTURE OCID GUARD POST/ BOLLARD SINGLE POLE SIGN HANDHOLE SHRUB HANDHOLE ABBREVIATIONS ACC ASPHALT 15KV 15 KILOVOLT ELECTRIC ABAN ABANDONED DIA DIAMETER DIP DUCTILE IRON PIPE DW DOMESTIC WATER FO FIBER OPTICS FW FIRE WATER OCTOBER 16, 2012 INVERT ELEVATION ITS UNIVERSITY OF IOWA (SEE 424 HWY 1 WEST TELECOMMUNICATION TELU SERVICES LF LINEAR FEET MH MANHOLE OE OVERHEAD ELECTRIC PROJECT PHASING PHASE LOCATION DESCRIPTION COMPLETION DATES PHASE 1 STA 56+00 TO STA 67+00 HWY 1 TRAIL FROM HUDSON AVENUE TO "NOTICE TO PROCEED" RIGID STEEL RJ DIP ORCHARD STREET AND THE ORCHARD TO DUCTILE IRON PIPE ROW STREET SIDEWALK TO STA 67+00. INCLUDES OCTOBER 16, 2012 SANITARY SEWER STM ALL PARKING LOT RECONSTRUCTION AND (SEE 424 HWY 1 WEST STORM SEWER TELU SITE RESTORATION. EXCLUDES SIDEWALK TRAFFIC CONTROL NOTES TEMPORARY UE FOR HWY 1 CROSSING (SEE PHASE 2). FOR ADDED SCHEDULE WATER MAIN REFER TO SHEET C2.01 FOR TRAFFIC CONTROL AND PHASING FOR REMOVAL AND RECONSTRUCTION WORK IN THIS AREA. HAWK RIDGE DRIVE RESTRICTIONS) PHASE 2 STA 10+80 TO STA 56+00 HWY 1 TRAIL FROM SUNSET STREET TO HAWK RIDGE DR. TO MILLER AVENUE 10.13 1,784.88 HUDSON AVENUE, HWY 1 CROSSINGS, BUS "NOTICE TO PROCEED" UTILIZE TC -402 FOR BUS PULL -OFF WORK WEST OF HAWK RIDGE DRIVE. IN ADDITION, PLACE A TYPE III BARRICADE AT THE EAST END OF THE WORK STOP PADS, AND MILLER AVENUE WATER TO OCTOBER 1, 2013 ZONE OPPOSITE THE RIGHT -TURN LANE ON THE EAST SIDE OF THE INTERSECTION. MAIN WORK. MILLER AVENUE TO HUDSON AVENUE PHASE 3 STA 67+00 TO STA 74+45 ORCHARD STREET SIDEWALK FROM PHASE 1 53+00 TO 56+00) STA 79+70 TO STA 90+50 LIMIT TO BENTON STREET. MILLER AVENUE MARCH 1, 2013 SHELTER PAD, RELOCATED BUS STOP SIGN, AND TRAIL (TO ACCESS THE BUS STOP) WEST OF HAWK RIDGE DRIVE IS OPEN AND READY FOR USE. AND HUDSON AVENUE SIDEWALKS FROM TO 247.73 STA 91+00 TO STA 101+75 HWY 1 NORTH TO BENTON STREET. JUNE 1, 2013 DECIDUOUS TREE CONIFEROUS TREE LANDSCAPED OR BUSHY AREA HSC-# CONTROL POINT PCC PORTLAND CEMENT CONCRETE PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RE'D/REQ'D REQUIRED RGS RIGID STEEL RJ DIP RESTRAINED JOINT PAETEC-IOWA COMMUNICATIONS NET DUCTILE IRON PIPE ROW RIGHT-OF-WAY SAN SANITARY SEWER STM STEAM STRM STORM SEWER TELU TELECOMMUNICATIONS TEMP TEMPORARY UE UNDERGROUND ELECTRIC WAT/W WATER MAIN TABULATION OF UTILITIES CITY OF IOWA CITY QUANTITIES Jude Moss (319) 356-5166 IOWA NETWORK SERVICES CUT (C.Y.) Jeff Klocko (515) 830-0445 MID -AMERICAN ENERGY COMPANY UTILIZE TC -1 AT ANY LOCATION FOR WORK NOT AFFECTING THE TRAFFIC LANE LESS THAN ONE HOUR OR IS A SLOW-MOVING OPERATION. Gina Heick (319) 341-4447 PAETEC-IOWA COMMUNICATIONS NET 18.63 Steven Gritman (319) 790-7510 MEDIACOM (IOWA CITY) TC -402 Darwin Driscoll (319) 351-0408 CENTURY LINK (QWEST) WATER MAIN, AND STORM SEWER) THAT ENCROACHES ONTO OR IS ADJACENT TO THE GRAVEL SHOULDER OR BACK OF CURB. Kevin Heeren (316)399-7408 IOWA CITY COMMUNITY SCHOOL DISTRICT PAUL SCHULTZ (800) 575-5587 IOWA ONE CALL.. 1-800-292-8989 The Utilities as shown on this drawing were developed from the information available, This is not implied nor intended to be the complete inventory of utilities in this area. It is the clients/contractors responsibility to verify the location of all utilities (whether shown or not) and protect said utilities from any damage. TABULATION OF TEMPLATE QUANTITIES IOWA DOT STD NOTES TRAIL SEGMENT CUT (C.Y.) FILL (C.Y.) F+30% (C.Y.) TC -1 UTILIZE TC -1 AT ANY LOCATION FOR WORK NOT AFFECTING THE TRAFFIC LANE LESS THAN ONE HOUR OR IS A SLOW-MOVING OPERATION. SUNSET STREET TC -202 SUNSET TO WESTPORT PLAZA 18.63 3,703.41 4,814.43 11 +00 TO 27+00) TC -402 EXCEPT AS NOTED OTHERWISE IN THESE NOTES FOR SPECIFIC LOCATIONS, UTILIZE TC -402 FOR ALL WORK ALONG HIGHWAY 1 (INCLUDING TRAIL, WATER MAIN, AND STORM SEWER) THAT ENCROACHES ONTO OR IS ADJACENT TO THE GRAVEL SHOULDER OR BACK OF CURB. ASHLEY DRIVE WESTPORT PLAZA TO HAWK RIDGE DR. 68.69 5,812.62 7,556.41 27+00 TO 43+75) REFER TO SHEET C2.01 FOR TRAFFIC CONTROL AND PHASING FOR REMOVAL AND RECONSTRUCTION WORK IN THIS AREA. HAWK RIDGE DRIVE TC -202 UTILIZE TC -202 FOR CURB RAMP WORK AND ADJACENT MINOR PAVEMENT REPLACEMENT AT CURB RAMP. INSTALL PEDESTRIAN PATH CLOSURE HAWK RIDGE DR. TO MILLER AVENUE 10.13 1,784.88 2,320.34 43+75 TO 53+00) UTILIZE TC -402 FOR BUS PULL -OFF WORK WEST OF HAWK RIDGE DRIVE. IN ADDITION, PLACE A TYPE III BARRICADE AT THE EAST END OF THE WORK ZONE OPPOSITE THE RIGHT -TURN LANE ON THE EAST SIDE OF THE INTERSECTION. MILLER AVENUE TO HUDSON AVENUE 164.34 34.80 45.24 53+00 TO 56+00) 1. EXISTING SIDEWAL: AND BUS SHELTER TO REMAIN IN PLACE AND ACCESSIBLE UNTIL THE CONSTRUCTION OF THE BUS PULL -OFF LANE, SHELTER PAD, RELOCATED BUS STOP SIGN, AND TRAIL (TO ACCESS THE BUS STOP) WEST OF HAWK RIDGE DRIVE IS OPEN AND READY FOR USE. HUDSON AVENUE TO DOUGLASS ST. 247.73 1012.17 1315.82 56+00 TO 70+15) TC -202 UTILIZE TC -202 FOR ALL WORK ALONG THE FULL LENGTH OF MILLER AVENUE (INCLUDING TRAIL CURB RAMPS, STORM SEWER, SIDEWALK AND DRIVEWAY APRONS, AND SIDEWALK CURB RAMPS AT THE CORNERS OF THE BENTON INTERSECTION). INSTALL PEDESTRIAN PATH CLOSURE (QTY = 3) TC -402 DOUGLASS ST. TO BENTON ST. 97.78 21.84 28.39 70+15 TO 70+45) ;JTILIZE TC -402 FOR WORK ALONG SOUTH EDGE OF HWY 1 FOR NEW BUS STOP CONSTRUCTION. UTILIZE TC -418 FOR WORK ALONG NORTH EDGE OF HWY 1 FOR CURB RAMP AND MINOR PAVEMENT REPLACEMENT AT CURB RAMP (WEST SIDE) AND MILLER AVENUE 87.26 18.17 23.62 80+00 TO 90+05 HUDSON TO BE RECONSTRUCTED ONE AT A TIME SO THAT THERE IS ALWAYS ONE ACCESS DRIVE AVAILABLE AT ALL TIMES. CONTRACTOR SHALL PROVIDE 7 -DAY ADVANCE NOTICE TO OWNER'S REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CLOSING EITHER ACCESS DRIVE. HUDSON AVENUE TC -202 HUDSON AVENUE 140.26 6.67 8.67 (91+25 TO 101+30) CLOSED" SIGN OUTSIDE WORK ZONE ON EACH SIDEWALK APPROACH AT THE BENTON INTERSECTION. INSTALL ADDITIONAL PEDESTRIAN PATH ,LOSURES AS NEEDED ALONG NEW SIDEWALK AS CONSTRUCTION PROGRESSES ALONG THE STREET. 424 HWY 1 WEST TC -202 TOTALS* 835 12,395 16,115 * ESTIMATED QUANTITIES SHOWN DO NOT TAKE INTO ACCOUNT THE REMOVAL OR REPLACEMENT OF 6" DEPTH TOPSOIL. CONTRACTOR SHALL VERIFY ALL EARTHWORK QUANTITIES. NO ADDITIONAL PAYMENT BEYOND PLAN QUANTITY SHALL BE MADE UNLESS ALIGNMENT IS CHANGED. PEDESTRIAN PATH CLOSURE SPECIFICATIONS 1. PROVIDE TYPE II BARRICADES MEETING NCHRP REPORT 350. A LIST OF APPROVED TYPE II BARRICADES IS FOUND ON THE INTERNET AT THE FOLLOWING URL: HTTP://SAFETY.FHWA.DOT.GOV/ROADWAY DEPT/POLICY GUIDE/ROAD HARDWARE/WZD/ 2. USE BARRICADES MEETING THE FOLLOWING REQUIREMENTS: 2.1. THE TOP OF THE TOP RAIL OF THE BARRICADE IS 36 TO 42 -INCHES ABOVE THE ADJACENT SURFACE. THE TOP RAIL OF THE BARRICADE IS PARALLEL TO THE BOTTOM RAIL AND SITUATED TO ALLOW PEDESTRIANS TO USE THE RAIL AS A GUIDE FOR THEIR HANDS FOR WAY -FINDING PURPOSES. 2.2. THE BOTTOM OF THE BOTTOM RAIL OF THE BARRICADE IS NO HIGHER THAN 1.5 -INCHES ABOVE THE ADJACENT SURFACE. THE TOP OF THE BOTTOM RAIL sS NO LOWER THAN 6 -INCHES ABOVE THE ADJACENT SURFACE. 2.3. THE BARRICADE IS CONTINUOUS, STABLE, AND NON -FLEXIBLE. 3. INSTALL THE BARRICADE ACROSS THE FULL WIDTH OF THE CLOSED PEDESTRIAN PATH. LOCATE THE BARRICADE TO MINIMIZE SIGHT DISTANCE RESTRICTIONS FOR ROAD USERS. 4. PEDESTRIAN PATH CLOSURE IS INCIDENTAL TO TRAFFIC CONTROL. TRAFFIC CONTROL NOTES LOCATION IOWA DOT STD NOTES ROAD PLAN PROJECT LIMITS TC -1 UTILIZE TC -1 AT ANY LOCATION FOR WORK NOT AFFECTING THE TRAFFIC LANE LESS THAN ONE HOUR OR IS A SLOW-MOVING OPERATION. SUNSET STREET TC -202 APPLIES TO WORK ALONG CURB, AS WELL AS CURB RAMPS AND PAVEMENT REPLACEMENT ALONG STREET EDGE. INSTALL PEDESTRIAN PATH CLOSURE (QTY = 3) WITH "SIDEWALK CLOSED" SIGN OUTSIDE WORK ZONE ON EACH SIDEWALK APPROACH. HIGHWAY 1 TC -402 EXCEPT AS NOTED OTHERWISE IN THESE NOTES FOR SPECIFIC LOCATIONS, UTILIZE TC -402 FOR ALL WORK ALONG HIGHWAY 1 (INCLUDING TRAIL, WATER MAIN, AND STORM SEWER) THAT ENCROACHES ONTO OR IS ADJACENT TO THE GRAVEL SHOULDER OR BACK OF CURB. ASHLEY DRIVE NSTAL L PEDESTRIAN PATH CLOSURE (QTY = 1) WITH "SIDEWALK CLOSED" SIGN OUTSIDE WORK ZONE ON SIDEWALK. WESTPORT PLAZA TC -402 UTILIZE TC -402 FOR WORK ALONG NORTH AND SOUTH EDGE OF HWY 1 AND WORK WITHIN THE MEDIAN. REFER TO SHEET C2.01 FOR TRAFFIC CONTROL AND PHASING FOR REMOVAL AND RECONSTRUCTION WORK IN THIS AREA. HAWK RIDGE DRIVE TC -202 UTILIZE TC -202 FOR CURB RAMP WORK AND ADJACENT MINOR PAVEMENT REPLACEMENT AT CURB RAMP. INSTALL PEDESTRIAN PATH CLOSURE (QTY = 1) WITH "SIDEWALK CLOSED" SIGN OUTSIDE WORK ZONE ON THE NORTH SIDE OF THE EAST SIDEWALK. TC -402 UTILIZE TC -402 FOR BUS PULL -OFF WORK WEST OF HAWK RIDGE DRIVE. IN ADDITION, PLACE A TYPE III BARRICADE AT THE EAST END OF THE WORK ZONE OPPOSITE THE RIGHT -TURN LANE ON THE EAST SIDE OF THE INTERSECTION. UTILIZE TC -402 FOR SIDEWALK AND BUS SHELTER DEMO WORK EAST OF HAWK RIDGE DRIVE. `3HASING FOR DEMO AND RELOCATION OF BUS SHELTER AND UI CAMBUS TRANSIT STOP: 1. EXISTING SIDEWAL: AND BUS SHELTER TO REMAIN IN PLACE AND ACCESSIBLE UNTIL THE CONSTRUCTION OF THE BUS PULL -OFF LANE, SHELTER PAD, RELOCATED BUS STOP SIGN, AND TRAIL (TO ACCESS THE BUS STOP) WEST OF HAWK RIDGE DRIVE IS OPEN AND READY FOR USE. 2. ONCE THE STOP IS TRANSFERRED TO THE NEW LOCATION, THE BUS SHELTER SHALL BE REINSTALLED AND OPEN FOR USE WITHIN ONE WEEK. 3. CONTRACTOR SHALL PROVIDE 7 -DAY ADVANCE NOTICE TO OWNER'S REPRESENTATIVE AND UI CAMBUS PRIOR TO RELOCATING BUS STOP. MILLER AVENUE TC -202 UTILIZE TC -202 FOR ALL WORK ALONG THE FULL LENGTH OF MILLER AVENUE (INCLUDING TRAIL CURB RAMPS, STORM SEWER, SIDEWALK AND DRIVEWAY APRONS, AND SIDEWALK CURB RAMPS AT THE CORNERS OF THE BENTON INTERSECTION). INSTALL PEDESTRIAN PATH CLOSURE (QTY = 3) TC -402 WITH "SIDEWALK CLOSED" SIGN OUTSIDE WORK ZONE ON EACH SIDEWALK APPROACH AT THE BENTON INTERSECTION. INSTALL ADDITIONAL TC -418 'EDESTRIAN PATH CLOSURES AS NEEDED ALONG NEW SIDEWALK AS CONSTRUCTION PROGRESSES ALONG THE STREET. ;JTILIZE TC -402 FOR WORK ALONG SOUTH EDGE OF HWY 1 FOR NEW BUS STOP CONSTRUCTION. UTILIZE TC -418 FOR WORK ALONG NORTH EDGE OF HWY 1 FOR CURB RAMP AND MINOR PAVEMENT REPLACEMENT AT CURB RAMP (WEST SIDE) AND WATER MAIN WORK AND PANEL REPLACEMENT IN THE NORTHERN WESTBOUND LANE (EAST SIDE). THE PROPERTY ADJACENT TO HWY 1 BETWEEN MILLER AND HUDSON IS IOWA CITY LANDSCAPING. THE PARKING LOT ENTRANCE ON MILLER AND HUDSON TO BE RECONSTRUCTED ONE AT A TIME SO THAT THERE IS ALWAYS ONE ACCESS DRIVE AVAILABLE AT ALL TIMES. CONTRACTOR SHALL PROVIDE 7 -DAY ADVANCE NOTICE TO OWNER'S REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CLOSING EITHER ACCESS DRIVE. HUDSON AVENUE TC -202 UTILIZE TC -202 FOR ALL WORK ALONG THE FULL LENGTH OF HUDSON AVENUE (INCLUDING TRAIL CURB RAMPS, SIDEWALK AND DRIVEWAY APRONS, AND SIDEWALK CURB RAMPS AT THE CORNERS OF THE BENTON INTERSECTION). INSTALL PEDESTRIAN PATH CLOSURE (QTY = 4) WITH "SIDEWALK CLOSED" SIGN OUTSIDE WORK ZONE ON EACH SIDEWALK APPROACH AT THE BENTON INTERSECTION. INSTALL ADDITIONAL PEDESTRIAN PATH ,LOSURES AS NEEDED ALONG NEW SIDEWALK AS CONSTRUCTION PROGRESSES ALONG THE STREET. 424 HWY 1 WEST TC -202 'JTILIZE TC -402 FOR WORK TO RECONSTRUCT EACH HALF OF THE HWY 1 ENTRANCE DRIVE. REMOVE AND RECONSTRUCT ENTRANCE DRIVE ONE HALF AT A TIME TO MAXIMIZE AVAILABLE DRIVE WIDTH. UTILIZE TC -202 FOR WORK TO RECONSTRUCT THE ORCHARD STREET PARKING LOT ACCESS DRIVE. COMMERCIAL TC -402 PROPERTY INSTALL AND MAINTAIN 42" CHANNELIZERS OR DRUMS (20 -FOOT SPACING) ALONG FULL LENGTH OF DISTURBED AREA WITHIN PARKING LOT. PHASING FOR DEMOLITION AND RECONSTRUCTION OF THE ORCHARD STREET PARKING LOT ENTRANCE: 1. THIS PORTION OF THE WORK (APRON, SIDEWALK, AND HMA PAVEMENT) MAYBE CLOSED AT NOON ON A TUESDAY, AND IS TO BE REMOVED, CONSTRUCTED, AND OPEN FOR TRAFFIC BY 8 AM ON THE FOLLOWING TUESDAY. 2. ALLOWABLE WINDOW TO SCHEDULE THE ONE WEEK CONSTRUCTION PHASE: " AUGUST 7 - SEPTEMBER 4" OR "SEPTEMBER 25 - OCTOBER 16" 3. CONTRACTOR SHALL CONFINE ALL EQUIPMENT AND MATERIALS TO RIGHT-OF-WAY AND CONSTRUCTION EASEMENTS ON THIS PROPERTY. ORCHARD / HWY 1 TC -402 JTILIZE TC -402 FOR CURB RAMP AND BUS PAD WORK ALONG THE NORTH AND SOUTH EDGE OF HIGHWAY 1. INTERSECTION ORCHARD STREET TC -202 UTILIZE TC -202 FOR ALL WORK ALONG ORCHARD STREET (INCLUDING SIDEWALK, WATER MAIN, STORM SEWER, AND DRIVEWAY APRONS) EXCEPT AS NOTED OTHERWISE IN THESE NOTES FOR SPECIFIC LOCATIONS. MAINTAIN TWO-WAY TRAFFIC. DOUGLASS STREET TC -211 PHASING FOR DEMOLITION AND RECONSTRUCTION OF THE DOUGLASS STREET PAVEMENT: (MODIFIED) 1 DOUGLASS STREET (25' B -B) TO BE REMOVED AND RECONSTRUCTED HALF AT A TIME. MAINTAIN MINIMUM 11 -FOOT LANE. 2. WHEN DOUGLASS STREET IS DOWN TO ONE LANE, INSTALL TEMPORARY STOP SIGNS (WITH DOUBLE RED FLAGS) FOR TRAFFIC ON ORCHARD STREET (ALIGN WITH END OF RADIUS RETURNS) TO CREATE AN ALL -WAY STOP CONDITION. 3. TEMPORARY STOP SIGN LOCATION ON DOUGLASS STREET TO BE PLACED 30 -FEET IN ADVANCE OF THE WORK AREA TO ALLOW ROOM FOR VEHICLES TO MANEUVER. 4. INSTALL 42 -INCH C` IANNELIZERS AND TYPE 'A' WARNING LIGHT AROUND WORK AREA PER TC -211. TEMPORARY STOP SIGN TO REPLACE THE YIELD SIGNS WEST OF WORK ZONE, AND ADJUST ADVANCE SIGNAGE SPACING SO THAT W20-1 AND W20-4 ARE LOCATED EAST OF DOUGLASS COURT. BENTON/ORCHARD TC -211 APPLIES TO CONSTRUCTION OF SIDEWALK, CURB RAMP, WATER MAIN, AND PAVEMENT RECONSTRUCTION. INSTALL 42 -INCH CHANNELIZERS AND TYPE INTERSECTION (MODIFIED) 'A' WARNING LIGHT AROUND WORK AREA PER TC -211. EXTEND BARRICADES TO THE WEST TO ENCOMPASS ADJACENT MINOR PAVEMENT REPLACEMENT ALONG THE CURB LINE. INSTALL PEDESTRIAN PATH CLOSURE (QTY = 2) WITH "SIDEWALK CLOSED" SIGN IN ADVANCE OF THE WORK AREA ON THE SOUTH SIDEWALK (BOTH SIDES OF INTERSECTION). PLACE TEMPORARY "DO NOT ENTER" SIGN (R5-1; 30"x30") AT NORTHEAST CORNER OF WORK ZONE FACING NORTH. INTENT IS TO ALLOW NORTHBOUND TRAFFIC ON ORCHARD STREET TO CONTINUE TO BENTON, BUT NOT ALLOW BENTON TRAFFIC TO TURN SOUTH ONTO ORCHARD. SH IVEHATTERY Cedar Rapids, IA -. Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATES 06-05-12 PRP.!ECT N. i_r.R SHEET Moline, IL % Bloomington, IL Chicago, IL (319) 354-3040 % Fax (319) 354-6921 CHECKED BY; KPT DATE: 06-05-12 JOHNSON COUNTY -� 111234-0 LEGEND A,02 TOTAL N VARIES FORESLOPE G '31 EXCAVATION, CLASS CLASS 10 SHOULDER EXCAVATION, CLASS 10 PARKING LOT (RANSHAW LIMITED 'ARTNERSHIP NEW PCC CURB AND GUTTER SECTION ASTROTURF DRAG FINISH SEE PLANS FOR PAVEMENT DEPTHS 2'-011 GRADED SHOULDER 'i 0'-0" 2'-0" GRADED SHOULDER 6 -INCH PCC 1.75% TRAIL 1.75% CROSS SLOPE 1.75% TYPICAL GRADING SECTION STA 11 +70 TO STA 49+00 HIGHWAY 1 TRAIL VARIES 6 -INCH DEPTH TOPSOIL (TYP.) EXISTING GRADE (TYP.) 6 -INCH DEPTH TOPSOIL (TYP.) TYPICAL GRADING SECTION EXISTING GRADE (TYP.) STA 49+00 TO STA 57+70 HIGHWAY 1 TRAIL GRADED SHOULDER 6 -INCH PCC 1.75% TRAIL 1.75% CROSS SLOPE EXCAVATION, CLASS 10 VARIES GRADE TO EXIST. CURB INTEGRAL PCC CURB AND GUTTER. SEE PLANS FOR CURB TYPE. a a as a d a4 TYPICAL GRADING SECTION STA 57+70 TO STA 64+00 HIGHWAY 1 TRAIL SIDEWALK OR FINISHED GRADE 6 -INCH DEPTH TOPSOIL (TYP.) EXISTING GRADE (TYP.) HWY1 I . - - L--- 1 I. — — L--- 2" HMA SURFACE LIFT TACK COAT �-r-72" HMA BASE COURSE LIFT 4" TACK COAT � 4" HMA BASE COURSE LIFT 8'-0" 6 -INCH PCC - 1.75% SIDEWALK CROSS -SLOPE SPECIAL SUBGRADE PREPARATION TYPICAL GRADING SECTION STA 64+15 TO STA 74+50 ORCHARD STREET SIDEWALK EXISTING GRADE (TYP.) - E INCH DEPTH TOPSOIL (TYP.) NOTES TO EXIST. 1.75% SIDEWALK CROSS -SLOPE VARIES GRADE TO EXISTING CURB 2'-0" 2'-0" GRADED HOULDERI (64+15 - 71+50) 1'-011 (71+50 - 74+50) VARIES GRADE GRADED TO EXIST. SHOULDER M -1 44'7 Cedar Rapids, IA Iowa City, IA % Des Moines, IA Moline, IL , Bloomington, IL , Chicago, IL Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 (319) 354-3040 Fax (319) 354 8921 DRAWN BY CHECKED BY: �0 1.75% 8'-0" 6 -INCH PCC - 1.75% SIDEWALK CROSS -SLOPE SPECIAL SUBGRADE PREPARATION TYPICAL GRADING SECTION STA 64+15 TO STA 74+50 ORCHARD STREET SIDEWALK EXISTING GRADE (TYP.) - E INCH DEPTH TOPSOIL (TYP.) NOTES TO EXIST. 1.75% SIDEWALK CROSS -SLOPE VARIES GRADE TO EXISTING CURB 2'-0" VARIES GRADED HOULDERI GRADE TO EXISTING CURB 1.75% ORCHARD L 6 -INCH DEPTH TOPSOIL (TYP.) EXISTING GRADE (TYP.) EXISTING STREET 4 L - - - 4 -INCH PCC GRANULAR LEVELING COURSE (INCIDENTAL TO WALK BID ITEM) SCARIFY AND COMPACT SUBGRADE TYPICAL 4 -FOOT SIDEWALK SECTION HUDSON AVENUE AND MILLER AVENUE 1. CROSS -SLOPE VARIES THROUGH OUT THE PROJECT. REFER TO THE BOTTOM OF THE PROFILE VIEWS TO SEE THE EXTENT OF THE VARIOUS CROSS-SECTION SEGMENTS, AND THE TRF:NSITION AREAS BETWEEN EACH SEGMENT. 2. CROSS SLOPE FOR GRADED SHOULDERS SHALL MATCH TRAIL CROSS SLOPE. GRACED SHOULDER IS NOT REQUIRED FOR 4'-0" WIDE SIDEWALKS. v PR1E`: vADICC vA OICQ U_111VI I EUV TRAIL %2" EXPANSION JOINT AT WHEN TRAIL OR SIDEWALK IS CONSTRUCTED ON NATURAL SUBGRADE, PROVIDE SIDEWALKS o0 6 -INCH DEPTH SPECIAL SUBGRADE PREPARATION (SODAS SECTION 7030). 6" DEPTH MODIFIED SUBBASE SUBGRADE TO BE SCARIFIED TO A COMPACTED TO 98% STANDARD SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED TO PROCTOR DENSITY DEPTH OF 12" AND RECCMPACTED TO 98% STANDARD PROCTOR DENSITY 98% STANDARD PROCTOR DENSITY TYPICAL PCC PAVEMENT SECTION TYPICAL HMA PAVEMENT SECTION SH1, k$��•�� y I V C IA Fv / - - N ,, Cedar Rapids, IA Iowa City, IA % Des Moines, IA Moline, IL , Bloomington, IL , Chicago, IL Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 (319) 354-3040 Fax (319) 354 8921 DRAWN BY CHECKED BY: JDB KPT DATE DATE, 06 06-05-12 -OS -12 JNHNSNN COUNTY PROJECT NUMBER 111234-0 TYPICAL SECTIONS SHEET N0, TOTAL SHEETS B4O1 �T- PROTECTION TO REMAIN UNTIL THE I Elpffi1 I L I ! III! REGULAR CLEANUP OF I I ! DIRT AND DEBRIS IS REQUIRED. CONTRACTOR \) I ) ! SHALL USE ALL METH�pS NECESSARY TO PREVIT ! I TRACKING ONTO SUNS STREET AND HWY 1.. I ` l 1 Qyql I I I �2 S STORMWATER DISCHARGE POINT, TYP I Z Cn m ;(7 - - - vI,I ! i ! STORE SWPPP i \ DOCUMENTS IN \ t \ \ MAILBOX AT EDGE � \ \OF SITE LIMITS .}moi \ \ \ f \ CONTRACTOR TO DETERMINE \ EXISTING CONTOUR, TYP \\x\x 0 15 30 60 PREFERRED LOCATION ' DURING EACH PHASE OF CONSTRUCTION, TYP f �,n SCALE IN FEET PROPOSED CONTOUR, TYP v i PROPOSED TRAIL, TYP 1 \' R� t t \ PROVIDE INTAKE PROTECTION O I' • • '.'�• ti \ \ 637\ r \ - BAG OR FILTER SACK. INTAKE PROTECTION TO REMAIN UNTIL T2,REGULAR CLEANUP OF DIRT AND DEBRIS \•' ,'. \ \ _ -se __ THE SITE HAS BEEN STABILIZED IS REQUIRED. CONTRACTOR SHALL USE _C87-/ AND APPROVED BY THE \ ALL METHODS NECESSARY TO PREVENT UPON COMPLETION OF TRAIL, GRADING 8` \ =• _ ~ - - - _ OWNERS REPRESENTATIVE, Y ' '. /�f� _ _ • ' '.'..6•�9..-6> - - _ - PF{E E, T P. \ \ TRACKING ONTO ASHLEY DRIVE. AND HYDROSEEDING, INSTALL • .� _- . _ 6811_ _ EROSION CONTROL BLANKET INSTALL \I NORTH AMERICAN GREEN DOUBLE NET PROVIDE URB INLET FILTER FOR JAI \ \ _ EROSION CONTROL BLANKET, MODEL `� s o� ; _ - ~ - ` a sa3._. \ -ALL OPEN THROAT INTAKES. SEE srs� .. \. �.\ ' . - •� - -$_ _ _ �- l4 - " _ 6., - - / J \ \ DETAIL 3/C1.06. INTAKE ,._ \ D EQUAL. - - 'a O \ CONTROLBLANKETTO BE PROTECTION TO REMAI"NTIL THE OLEO PE SC1506 .1 J -� . :"• .'. 6� •.'. � . � , �•� - _-- - -' -- - _ i - - - - - - - -6r , - wrAK�. \ � \ NSOTAIL R MANUFACTURER'S -674 •'.. J .. , .� ' ' - -a= _ _ _ `-, _ - -66v Rica' aa30 ATE HAS BEAN -STABILIZED AND\ SPECIFICATIONS AND DETAILS, TPP;. X APPROVED BY THEOWNER'S \ _i_... _ �5•�__ __ _ - - - - -- = P_IREPRESENTATIVE TYP. \ B` ` -- - / � s 'r � -• -_ j -�" _ - _- - P.RQYID� SILT- / - _ - '-68 -------�-- i76r; - y,.• ' ,.� \ C_ - - - -6111- _ - ._ -.._ - I- _---- \ ( EXISTING STORM _,...- - - _ - -- _--- ------------ . � SEWERAND T \�. Y vYv - -- ----- - MANHOLE, TYP e;> ..... 6�i. \ - - - - - - - g-sae_ftl - - - PROVIDE-SICT FENCE AT STORMWATER w U/ i ... _ y'� -61 - ��DISCHARGE POINT. THIS CONTROL IS REQUIRED -� -. .1 -_ :yz'" • •� ..: q, r• - 80 -- ----67a --- -- ---- - - --'.'� -- - - - ---67a- 9 -TO REMAIN UNTIL THE SITE-HAS-BEEN- 00 ITE HASBEEN o-- X67. __6}� �---675 ---- '-J'�T-75- T - _ TABILI�EDAND�PPROVE$B1 iH�OWNERS- - REPRE a6SENTATIVE.. T SEE -DETAILS 1 -AND 4 SHEE- - -67s - - - - - - - - - -- -- - - -- -- - - - - - - - -- - - -67s p oA -s. - - - - pA _.._ -. __ _677- - _. __ _ _ _ ___ - __ _ f,77 .- -GRAVE-E- - _677- -_ 6"G GRAVE. - - - PROPOSED STORM - --- ----- GRAVEL HWY 1 �y -- -- -_ - _- =6si_ `_ -- -- - - - - - - -- - _ PROPOSED- CONTO URTYP - i-- ti _ / / D1V_ -_---90 GoAL ------- 6. - --i -- \ ` -_. Ur __ TIENL IA_ _6 - - - - - - NAK, OT THISCOKTROS SE TRAIL,�� REQUIRED TO REMAIN UNTIL THESTE ------- ---- -685�L _ -, _ - - - _ /68 F-ENCEPBOTTON /BEESTABILIZED ANE�APPROVE D e SEE TAILS 1 AND - BY THE -OWNER'S REPRESENFATIVE SHEET�:0t _ P \ _ 0 5 30s 60 - - - • ter. .. - � _ - --'-- _ -. ',- .� ' _ _ _ _ _ - - -'fes `�i _ _._ v � \ ` �� \ � � \ � - = 5C l _ FEE -... - — ___� "--1. . .+ �..• � — . . .- � � n .rte ,i — V 68 i ^ •-.. �. ' _ — - -moi _ __. _ — - � J� - — __ 1'\x'0 �•+� �, \ � - `- � � � _ - J �... .. _-_�� .... ,. .., ... .. .�-•�-, T� .. .. .. - � - =.6c - �. - - - -- _-- - �� -_cam-- - - - _ _ ---- --- - '---. _-.- _ i- � 696 ,..\ � �.. .. .. __� _. - -. • , . _. _ . ... , . - .,.`�.c.: � s' -- _ - - �- - - - - sai:' - -- - - - / - ' -.' F�iOVIDE SILT - _ - - -FENCE PROTECTION - \ 7-- 5- 686 _ - 1 • . � - ..ti--��. , . .. - r-._. �_• . -. �. •,'.'. • '.' -• ' � �� - - -. - - �`�r _ - _ '- - - �-moo - � `-_ S'. ,,.,... - _677 -678 ,9 . _• T _ � I\ � A . 1 �----._------679_---_- .-- ---- - � - WB.-- _ - - - - - - \ t _ _ �l \ GRA -��- cA ------- �� 680- -- �•�,..` � �� \= _ � \ _ ,\a\\-6690 - _ - - RAVEL - - - �- - - - _ _ - - _- - .J . �.. .,�. •,l � ` �5... � \ \ `, __ �8� w \ STORMWATER PROVIDE SILT FENCE AT STORMWATER - -- _ - `��.- DISCHARGE POINT. THIS CONTROL IS DISCHARGE UPON COMPLETION OF TRAIL, GRAVEL - - -- - _ _ POINT, TYP GRADING AND HYDROSEEDING, REQUIRED TO REMAIN UNTIL THE SITE �\ - ' / i ? • _ - - - _ HAS BEEN STABILIZED AND APPROVED INSTALL EROSION CONTROL BLANKET. EXISTING CONTOUR, TYP - - - -_ ,':'. �.� ` 6, y.K ,` \ ' ✓,/ /! rh i ^a_z rr�' - r INSTALL NORTH AMERICAN GREEN - - - BY THE OWNER'S REPRESENTATIVE. - _ .._. _._ ,r d' T \ V,f- DOUBLE NET EROSION CONTROL PROVIDE INTAKE PROTECTION BAG OR SEE DETAILS 1 AND 4 SHEET C1.06, TYP. _i ' f - •- - BLANKET, MODEL SC150BN, OR FILTER SACK. INTAKE PROTECTION TO PROPOSED STORM v ue- •' ? �, APPROVED EQUAL. EROSION REMAIN UNTIL THE SITE HAS BEEN CULVERT AND c u,, CONTROL BLANKET TO BE INSTALLED STABILIZED AND APPROVED BY THE INTAKE, TYP � r•�, _ .. �' - _ PER MANUFACTURER'S OWNER'S REPRESENTATIVE, TYP SPECIFICATIONS AND DETAILS, TYP. PROVIDE CURB INLET FILTE FOR n ALL OPEN THROAT INTAKES. SEE LEGEND — • — - — - — - — PROJECT SITE DISTURBED AREA EROSION CONTROL BLANKET PROPOSED PAVEMENT SILT FENCE ................... INTAKE PROTECTION O BAG OR FILTER SACK – • . • – • CURB INLET FILTER PROPOSED GRADE _ DIRECTION OF Q DRAINAGE CONCRETE, PAINT AND GROUT WASHOUT AREA. PROTECT WITH (2) 18" STACKED COMPOST FILTER TUBES. CONTRACTOR TO HAUL OFF WASTE MATERIAL. RELOCATE AS REQUIRED FOR CONSTRUCTION. CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS. PROTECT WITH (1) 12" COMPOST FILTER TUBE. RELOCATE AS REQUIRED FOR CONSTRUCTION. SPILL KIT TO BE INSTALLED AND RELOCATED AS REQUIRED FOR CONSTRUCTION DETAIL 3/C1.06. INTAKE, PROTECTION TO REMAIN UNTIL THE GRA SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S - REPRESENTATIVE, TYP. \ REGULAR CLEANUP OF DIRT \ \ -- _ AND DEBRIS IS REQUIRED CONTRACTOR SHALL USE ALL �, _ 1 EXISTING STORM METHODS NECESSARY TO � ` CULVERT,-TYP .�j• `'` , PREVENT TRACKING ONTO - WESTPORT PLAZA AND HWY 1. if - \ F M r ' e} -I T _ 0 i'•i' d I SH IV CI -WATER i Cedar Rapids, IA , Iowa City, IA Des Moines, IA Shiva-Hattery, Inc. 2634 Northgate Drive, Iowa City, Iowa 62245DRAWN BY JDB DATE 06-05-12 PROJECT NUMBER I SNS SHEETS Il ti e c T u s e + e N c N e e a N c Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 JOHNSON COUNTY 111234-0 STORMWATER POLLUTION PREVENTION PLAN C1,01 - - - - _y _ _- .-__ . - - __ - __- _ __1 \ --- ------ - - - - -- -----_---------------_-- - -- - - \- `` \_' - _ __ _ __ _ _ _i �_ / / \ _ _ __ _ T' A v, v _ / \ _ _ _ _ _ _ _ _ _ _ _ _ i _ V - _ _ _ y1D Cil - - - - i \ \ \ \ f- _� -707- - - -. -7 \ '1 \ \ \ 1 / +' \ �- - - \ \ \ \ \ ) I I / //- .�t� - --I 0 15 30 60 -- ----� — �-, do --- _ ° o _ - -- - _ _ --_- - - - -c / / r \ \ \\ \ � \ \ 1 L // // 7v `"- -/ / - - X698- -6913 ,- - - - - � \ A V A I` A - - -/,' - 7'10- - - - �-`- - ° -..__ - X694' - - - - - _ - - \.; \ \ - - �'-- 7D'J--'- _ '- - �� - -.. -, - ` _ - Ggs' . - -- - - - - - - _ ` - - - - - - \ \ \ _ - - - - - i ; oe - '- - _ - SCALE IN FEET �_ - _ -- - �� 96 -- - _-- _ __ _ \ - _ -- - - _ - - -7 - _ �_ - _ _ _ _ _ _ _ _ \ 94 \ ------ _ _ - - - - `- _ _ __ - - _ ---- .. _ -' ` - -mV 6926- - - - _ \ _ ` p _ - ---- -� �p,.f _ _ -- ----- .--- _ _ - - - - -_ _ ___ _ - - - - "_ -- --.- _. _- .- - _ __ _ - _ ---_ - - - __-.----.- l _� __ _-" - _ - _ --__- _- _ _ - 7 7( 7 -69 l C 777p4 G ---_ — _ -- -. - - - g60 ---_---_ - _ - - _ �\ - _ __7123 ----- - _ �Oz� -�� _ �' - �. _ ____ - ._.....__' -_- -- - - - _ __ _ � _ �_ � --_ _ - ------------.- �f - ---0688---.-._.--_ --_ - - _ _ _ -----. __ - . - _ - -- - - �^ - _y�`1y� �- _ ---_- :- ------ `- -.---.-.--__- -- _ _ _--- - - _ - `� _Q�- _ ___ - - - - - - - -y - - NTAKE PROTECTIOI�BAG_ 70 - _ - - - - - - - - -w _ - - - -68, - - - - _ - - __ - - ` - - - - - - - -- R FIL-FER SAEK,-TYP THIS - -ss� - ��' - - _�` \ ---- -- --- - - - - _ --------------------- -` - -- sr-�-�---�. - - - ----._ - ---- 698 = - - - --. \\� _ INSTALL SILT FENCE _ - _ - ` TROVIDE - - - - - - _ - - - - r - - 1= a0- - - ` - ...: „ - h _ - - - - -_-'' - E01VIR&49 RRLFUl&E-0 QREMAIN__ - -s - _ _ ----- --- ---- - .. � _ - _ - - - -- 4 _ - s7 - - - - \� - -- -_ _ --- - _ - -- - - - - - - -- - - - - - - �-�_.- - - - - --_ _ -- : v -, -- -- - - , - -�_ r" `-r -! - - - - - - - - - 3- - - - UNTIL--T1�E_SITE-HAS BEAN - _s96- _ - _ - PROTECTION. -,- �-� �� . �._. . - - - _ `— --- •, •:- X83 - - --_ - - - -- ' �� - -- - - - - 695_ - _ - - - - - - _ _- -- - ' ..- -- --.-.-.. -'� -- --- -- - -- - - -- - - - - ---- � '_._ .-. - _ - _Z_ - _ `- - - _ _ ;L - - _ _- - _ - - - _ _ _ _ I _ -- _- v _- -- _..- _ -.- - - _ - - - - =STABILIZED ANbAPPROVED BY -THE - -- - _ �' _ _ ------ -_- -T- - _-__- - t �� - -s - _ _ _ - ' _ _ - - T _. - -. .- _ - _ - -- - _ - - - - _ _ _ _ r. -� „,=_- _ - RESENT _ -- _ - - _ - T r- _� _. .t - - -ssc _ - _ - - \\ - � : • ' -REP - T ---. t _�-- _-- -' -�_ - Sr.- sy - OWE I I- y - . __ - _ _ _ '� O -= - 6 - - . - - - \ s' - - \a - _ _ - - _ - _ _ _ - . 'fie �a — T _�f 11 T - _ -- -. - � �.' -�' .' .' 4+ "�• "�' _ -\oma \ \ - �\ X705 \\\ c3, - - _- l _ _ q _11; \ �. \ \ - \ ) \ • -__ ____-__--__ \ _.. •� .i. .. � �, •. •, 679' - -- _ � - - I � -_ GRA EL - - - - _ _. - _ 'C `�. ,� y'. •� . �' \ r .`. ;` _ \ �\ _�� ' - - ___ ` y9 �� \� - ---- .-.-- , _ 6a __ _ :. - - �_.� ..\. \ - \ -\ �. \ -- _ _ gr,8_ \ \y .- , - -- . - - - -680- - _ �.. _ . �� .\ :--� _ \ \ - '� !`. 3� - , _ \ \ \.,a. g6 _ +� 6 \ ' __ -- l - - - .- _--683.. •- -._' ' . . ' : �.�' - \ i - : Y-• t'-. �-:^ \ _ 1 - - `_ ` \ \\ - �- -.T �. i 681- __ _ !• \ `-�. _ - \ - �4 ` �' \ \� g '- - -"r,_: ...-ti \ '-�. . 1. - ,-�� - 89. 6@ \ \ �\ 4 77 GRAVEL _.:\'r '. ,�/�/'y/-'682 \ - `-- - .\ \. +\. ��.. �_ __ .. - r�..' _ �� - - \ _ _I Hwy 1 7 1. PROPOSED TRAIL, TYP _ _ - - _ - - _ ` '�` . � l� \ \' \ \ \ \ \ � - __ m PROPOSED STORM �-- `- `-----__--`\-- sg P1 `�:'' �:�. \�~\<\ �, \ '� _ � \\ I - _ - \ - - - - - - - - CULVERT AND - / .\ \ \ \ \ - - - EXISTING CONTOUR, TYP _ -- - - - - - s �� ' `' \\ \ \ \ \ � \ \ � \ INTAKE, TYP -IIIIIII .- _-� --1E0� \ I C/\f -\\ •��` a_1•' \ \_\ \\� \\\_� _ `\` �� \\` \\\ ``� - ~ UPON COMPLETION OF TRAIL, - - ` 8J - d / \ _ PROPOSED CONTOUR11 , TYP - - - - _ \ `� \\ \ - _ \ -r - -- __ - - - - GRADING AND HYDROSEEDING - -- - - _ _. j / - \ ` - = \ ' :.� '- ` �' . �`j9' ' . " „..\ \ �� \ - ` .. - ` \ \\ _ \ \ - . . -- - INSTALL EROSION CONTROL BLANKET. _ _- \ - 683 / - __ - - \ ' • f \ \ _ - \ - \ - _ ' - _ _ \\ - - _ _ �� - INSTALL NORTH AMERICAN GREEN H' n' - - _ - � sA? •�` '1 p. \ \' \ \ `\ \ \ • :: ' ` - - - - s>> / EXISTING BURIED AND DQUBLE NET EROSION CONTROL V V Y 1 ` sa4- _ _ ` ` - - - _ - �' �? \ \ • ,� ; : - - , _ _ - - �F ABANDONED STORM CULVERT BLANKET, MODEL SC1506N, OR - \ \ - r c . _. ka ` - - - f '?• APPROVED EQUAL. EROSION PROVIDE SILT FENCE AT STORMWATER R i - - - r \ - \ \°� \ \ \ _ _ �• c SPECIFICATIONS AND DETAILS, TYP. BEEN STABILIZED AND APPROVED BY THE ° ' __ - \ \ \ F ' I k`b� _ ` \ '�\ I OWNER'S REPRESENTATIVE. SEE DETAIL 1 STORMWATER \ \ \ �' f ` t I{� \ _ - - - _ - - _ _ _ REGULAR CLEANUP OF DIRT AND DEBRIS AND 4 SHEET C1.06, TYP. DISCHARGE POINT, TYP - - \ \ \ / . l• / ? "�� - �` \ \ - - AS -REQUIRED. CONTRACTOR SHALL USE - �_ ?' - I -Al I METHODS NECESSARY TO PREVENT _ \ '-- ,\ / ` � � .a 1 TRACKING ONTO HWY 1. - - -, • y : 0 . - - - / G? 1 \.. \ -� u \ �V/ - . . ... _�. .. . ... . '' � I. - __-___ PROPOSED STORM / i ` _ice / _ _ -� - _ - _ CULVERT AND MH �- = _ - - - __ _ MANHOLE, TYP O --704--- -------_ _ - - _ _- - -7 g- - - - - __ ____j 1A/-' - 704_ -- -- - .__. __- ---- _. _.._ _ -70 _ _ _----__.__ _-71---- >57 -_--.-.--.-.--_ _-..-____------ ---_192 ---`_-___._ _ - -__-.___- 699-- - - -- - _ - -- - - --701----- - _ _ - ---� - - _ -- - -__ _ _ SrOk 0 15 30 60 '_- - - -- - _ - - - - - - -- - - .- - -- - - - _ 100 -- -- _ .. - - _ - 3 - - - _ - _ - - - - - - _ - --- _ .__.--__---_.---_._ -__ - r ---- - -- - -, 7 - _ - __ 11 6�33y -/ ?rM SVT _-.-._._ --- -.-- -- __ - ---`� - _ ___ - SCALE IN FEET -..-fir 7 �, . �. \ - - - - - - - - _6 - - - .. - -B {`c s"t� - - -- - - - - - - . -. -. __ - - - wyg67t '` `3F 7z,,, knp ,.v_) 6C �sr ` lF r6 kF E -i T - -- �' _ ---- - _ -- _-__-_-_ -_ - _ -- - - --- _ _ _ -__ -----6 - �- CpIE S -iF kcP ,moi 1. - - -�. �� - - --_-- }�i ---- - --_ --__ -_-_-_ -_--_ ----------------- ------ _ ??RCP I vv) `� _ _ _ & _. -_. _ - _ __ - - --___ -. _ _ _ -__ _ _ _ _ _ _ _ •r '�> - =--------------- 'Sa.��-., ,�_, --- -- ------ --- _ _---_-----__--------�iy3-- PKOVIDE SILENCE ]— _. • - - - -• :w ^ � - - - - - -- - -- - - - - -- - - � -1�III- -- - _ - - - - -- - - - - 0- _ $TORMWATER INTAKE POINT. -' _ - - _ , +=._',_ :.. f T:i� -- - =��-------------- -- ----- -- -- -- -- --- ------6s9-_THIS CONTROLIS_REQUIREDTO __ -- --- �S a _ / , 4. - y,. _ .'-. ._� - - - -•�. _ .f� ---_____-___-__------- ---�.. - i_. ------- _-___ --------688--.- - -__ - _ _.-__--_-- .c: �'+�`/ / i / / i s?a /h' ,--L_� _ - - - - - --__-------- - -- --1-' ----_-_ ------ - - - -es - REMAINUNTILTF-I'ESYTE-HA�- - - -_- / f / / / - - _ _ i A _ _ 1 -b 1 % _ - -- - - _ _- - - - Q- - - - - �_ - _ - . - - - - -usA. - - - - -BEEN STABILIZED AND_ _ _ _ _ - - - l ' '�-f�T - - - - - - -- _ - TL'�r - __ - - aG i• / ' / �. _ -+ �� .'' �' .''. �.� --.f --- -'_1 - 7 _ _ _-.___ _ -- __.-__. �6. _ / /moi i /i _ _ _ _ 4 i- _ �hn _. .- — _ — n ' 1 -U '. -�: a :- n• .::.., _ Imo- -- - -- --r7 - - __-_ __ _. _- / / - - _ _ AN HEET� 6- TYP i - \ . . . - - - - _ 6a � . i • D_4 S '.� I . . . . . I. . . - - - _ _ - . .' - - - -- - - - - - - 56 ^, - \ - . . . . . - - . -- . - - }. _ - — - . .�.. - 680-- �� ` `i`�• ? �a. �-- '!- �`�i , k3Mc \ `-�_ ---- •. •. •. •. --.- .-,-, .. -_ --- - -- .. c / \ - _ - _ 8C.•k_P . \\ - 16J 6"' " -- -_ -gip- - ----- ssi---- __ -- _- - F c \ _ lu- 1S \ i ---- -.- -.--- ------ GRAVEL?-_ \ _ / -\ �'� _ �. '.`��`�675� ! s,, ., ?q SLA:' , \I- 1 \ , P _ 72•R_' _--679 -- --.- _ -_ _` PC I \ \ \ ��, � -: ,,�.,Z_B, `'^ .�,. ice. ` __ ( 1. \ �� C /�-- - __ —__ _ .--67$------_ `_ C — _ _ \ \ "-'� - �'�:6-7 ',-_• _<<9 ""-�-' ��`-� ( , ��- _- I- IIIIIIIIIIIIIIIq -_ -677. - _ - .- - - UPON COMPLETION OF TRAIL, - \ \ \ :.. - :: - � �6 ' - _ _ \ l' ��' • / / - - '�. . -sis - - _ - _ - - _ _ - - -- i - GRADING AND HYDROSEEDING, _ - ` - - ., 6j � ._ - - � � C:. -HT1 � ; _�_ . 1 - ~ - _ - - - - - -.. _ - EXISTING CONTOUR, TYP - -- f .. , . - `. - ''. '_. � ` - =`� '_ .� . I / - - - -. -- _ o INSTALL EROSION CONTROL BLANKET. ,�r�/ - :: •:' • • . •-� _ 4• : D 1 ; T. _ - `- _ - _ _ _ - INSTALL NORTH AMERICAN GREEN PROPOSED CONTOUR, TYP HWY i _ - - : ' ' \ - -- - " - - -� - - DOUBLE NET EROSION CONTROL - -- - -- - -579- - - . . , .. , _ : • ' . 'G VEL. \ - t' �:_ 2 ; ! r . i� T -h : • . _ - _ -_ _ +� a- -- - -- _ " �` - BLANKET, MODEL SC15OBN, OR PROPOSED TRAIL, TYP _ -- __ _ __ _ : . , . .. ... � y 4 � , 4 % l'« , ��.. . - __ '` _ __ APPROVED EQUAL. EROSION PROVIDE SILT FENCE AT STORMWATW, INTA ` J - - - ` : ' . � r C om` \ __ j-- '- -'- 9`680.�7 --__ --. , rte--` .Tc� '.� '�~ _' � CONTROL BLANKET TO BE INSTALLED DISCHARGE POINT. THIS CONTROL61 - -- ` - 37 = 1E ,,� RCP (s) - - - -- _ T' ' p: . PER MANUFACTURER'S REQUIRED TO REMAIN UNTIL THE SITEE47 = - • . ' r, � - T - s0 - SPECIFICATIONS AND DETAILS, TYP. HAS BEEN STABILIZED AND APPROVED BY -�_.. - �� - ;6j2 _- . ' THE OWNER'S REPRESENTATIVE. SEE STORMWATER - r '' ' - . � ` . �� DETAIL 1 AND 4 SHEET C1.06, TYP. DISCHARGE POINT, TYP PROVIDE CURB INLET FILTER FOR o � - f LEGEND ALL OPEN THROAT INTAKES. SEE OTORD�p;ar;` `- \•�'�, \.� DETAIL 3/C7.06. INTAKE Rrpn= >Ts ✓''•' ' :' EXISTING STORM SEWER!'-'='E 0a U REGULAR CLEANUP OF DIRT AND oT" `:II.. . T.._; . PROTECTION TO REMAIN UNTIL THE 9 = IF 12° RCP, .- DEBRIS IS REQUIRED. CONTRACTOR � • . h �.. - AND INTAKE, TYP y;,) ELLER: , 'I ' PROJECT SITE SILT FENCE SITE HAS BEEN STABILIZED AND SHALL USE ALL METHODS - - �.'I - .� `�. ' APPROVED BY THE OWN PROPOSED BUS SHELTER ER'S NECESSARY TO PREVENT TRACKINGI. ' ' __• ............ .. . ... _ INTAKE PROTECTION REPRESENTATIVE, TYP. ONTO HWY 1 AND HAWK RIDGE DRIVE. _ ' DISTURBED BAG OR FILTER SACK -- I AREA . I -- - - - ---- •--- •- - --- -- CURB INLET FILTER /-/ EROSION 60% " �/t- W CONTROL PROPOSED GRADE W / , BLANKET DIRECTION OF �_ DRAINAGE `}` PAVEMENT SHI V/��IACR T y. g DRAWN BY, JDB DATEi 06-05-12 PROJECT NUMBER SHEET TOTAL Cedar Rapids, , Iowa CR IA Des Moines IA ShNe-Hattery, Inc 2834 North ate Drive Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 STORMWATER POLLUTION PREVENTION PLAN NO. SHEETS A R C 1 _ - u R E + E N G i N E E R N 0 Moline, IL Bloomington, IL `Chicago, IL (319) 354-3040 , Fey (319) 354-6921 CHECKED BY, KPT DATE: 06-05-12 01,02 LEGEND - - - PROJECT SITE DISTURBED AREA EROSION CONTROL BLANKET 6" TOPSOIL AND SOD ------------ PROPOSED PAVEMENT .www■w.w■w■■■.■..■. INTAKE PROTECTION BAG OR FILTER SACK -•• -• •-• •-• •- ••- CURB INLET FILTER 12" COMPOST FILTER TUBE OR SILT FENCE .- INTAKE PROTECTION BAG WITH CURB FILTER 6.0% PROPOSED GRADE J� DIRECTION OF DRAINAGE r r/ ZEPHYR REAL ESTATE LLC I I I I B I I 0 uj Z 0 15 30 60 SCALE IN FEET E PROVIDE 6" DEPTH -SHREDDED MULCH, TYP / l PROVIDE SILT FE CE AT EXISTING CONTOUR, TYP _ ---- -------------------- / / / ' / ❑A STORMWATER IN AKE POINT. RIM RMI6 TAKE I w / -- SiO�RM STORAGE TANK STORM STORAGE TANK '� / `D:`O' ' PCC ar l� ��°� r / ` l l THIS CONTROL IS REQUIRED TO PROPOSED CONTOUR, TYP 88287 IE 15' RCP (s) �_/! /� REMAIN UNTIL TH SITE HAS PROVIDE 6" Q • 1• f' w PC c / / / / / / - _- = / / i ��h % j PROPOSED TRAIL, TYP --` = _ w _ - - _- - - e - ,��,; BEEN STABILIZED ND / TOPSOIL AND P� •j• • STORM INTAKE _g 6- - - - APPROVED 13Y OWNER'S / SOD, TYP - 1 / / , Iril�� .'.I I 652.69 56E 15" RCP S / / / / / �i o / I i PCC / .' ., ( J 673- - - - - - - _ - -6 3- / / / / / ; E \ ESENTATIVE. SEE DETAILS / -J 653.14 = IE 21" RCP (N) 7z'/' / ' // ` 1 AND 4 SHEET C1.06 F? 1 -671- - - - - - / '- r'"��•�orsW.� 0IE18"RCE` I- - -- - __ _ _ - -- ]� 7^----•-'>d� _/ i / // / / / / _ ASPHALT_ i .� / / /ASPHALT T 1 � y • / � � � / � J / / / .il .� ,_ i/ f- -6670 - -- - - _ - �i , L _667 - - __ - fir. -„ �. _ - - - - � -.661 �� -` ��!- , . - - _ _ �� _r. •r � l - .i .... -.-. ..... -_... - '/ SPH ..y._..-.- , _ I '680- RIM /i..r - x-665 / i^T _ �w _ G� _ .- -tet _ E r ■ ■ '�.. .,� , 5✓.. .burr. :�-�..:.. . . � -_�� f r - _ -, -:-. .__. _ �. 4. .-. __.�__: .-._-.-.,-_. _ - ----- - � �_ ri-_ _..'1 - 0 - _ _ � �'_-_--- r Rll�vl --�5.54< is .�'. ��y �. p .7 g5 ........... ry,. r .../_:•- T... u _ - ..._.. -..�. '- -- - _ _-_. - - sJ••^ ........ _ tib y _ - - - - _ s $, p� ..q'r• ........... - - � /63 / / ....... ..-..�...,.,..'-- .�. .......+•� - ..,.�, - - ,p . 4=iE 12"ftCP. g. �..1. - w• 'U' -- - / i6, / -a--.__ �.. ,F .-: ✓ �. / Cp �. L.... ..�� ... ... _ _ ... _ L' y•y r.. (17( -ice / � 615 � - .....:s ..y. , . y�r•. ��{ .�- ...-.. 1 - _._ �. __. . ,...._.. .. - �: .�.�. yy '� S.�• . 4. .`�.' / / , .ter. ._�. -. !. /. .... .1 __ T.• ..... ... . .. ..� _ I. . .' V .. _- _ .. .......... _ - - . .. ,:'HRP�YMt# y C- RPot.. J • 1. O ..-_:■_ _:.._.__ ;.. -. ,_: ! may.... •s �• 1. sa .TIN T - F. -. ... .. ..- r ... -.......... - - - .�-. �. _. ....... - .... . - ..-..: - _ .. .. .. - zsr'ti+�- . !.................. . 6$0.55.'.IE 36".R• #i'.'. ..... ' .-... • .. ... - . - �. .. �.. _- lar.. -.:v u'�rr `'''�'.Lr:il?P. . , E�.'. .. 662 .. ... ... ,.. . ... .. ,-...:� .... =. ..-. ... - -... ._ .. IM._..6 .'222 _ .. ..-. --... .r.'... �. .. ... ...... . ..... .. ;a.. .- .: �.. Y ......_ �. ... . - - - _-.- .. ._..-. .. ..:-. _ . - - _ �.�. wt - 650.85 = IE 1 R(°P .......... . .. y _ . .. ...._ �. 1. -.... _ _.y.. ....... .... , ... .. \ ..... ..... _ \ 1 - .. l -y .... n ... i ... `.r ....._ �. _ . �.......:..-r.1--. _ - 'r.:- . _ \ \ - tio" 5e/5 --4` IE 24" RCP ( •� .. .1 i'r• ...� .r.'r� r 65 .75 ._ 1 . 15' RC (S ...1010 SCO. -6 _- -. - : ��.. �......- _ -GRAVEL' 65%.1 = T.-. R - • • rl. -r, Y ••; � . _ �__'-r . • : � • � • � \ � s= s� - IE 10 (N> EXISTING STORM _. y!' -...`. : ' PROVIDE 12" COMPOST UPON COMPLETION OF TRAIL, GRADING AND INTAKE, TYP , - .....' .'I.'.'.'.'.'.'.'.'.'.' ' ' ' ' ' ' / !` FILTER TUBE OR SILT FENCE AND HYDROSEEDING, INSTALL EROSION -..... - - .. .. ......................... - �................... .' ' ' ' ' '" ` PROVIDE INTAKE PROTECTION BAG ALONG EDGE OF DISTURBED CONTROL BLANKET. INSTALL NORTH _ _.: � .-.--:.- .........'/' PCC ............. � / PROPOSED STORM � ' ' ' • • • • • • • . • . • . • . .� • • • • • OR FILTER SACK, TYP. THIS SEWER AND INTAKE, TYP AREA. THIS CONTROL IS AMERICAN GREEN DOUBLE NET DEBRIS IS RREGULAR REQUIRED. CLEAN.UP OF DIRT AND 'i' :' ' ' ' ' ' • • ' • •� a1 0 CONTROL IS REQUIRED TO REMAIN / REQUIRED TO REMAIN UNTIL EROSION CONTROL BLANKET, MODEL UNTIL THE SITE HAS BEEN THE SITE HAS BEEN SC15OBN, OR APPROVED EQUAL. CONTRACTOR / --� STABILIZED AND APPROVED BY THE STABILIZED AND APPROVED EROSION CONTROL BLANKET TO BE SHALL USE ALL METHODS TYPE 2 SEED MIXTURE / TYPE 1 SEED MIXTURE NECESSARY TO PREVENT TRACKING OWNER'S REPRESENTATIVE, TYP. r BY THE OWNER'S INSTALLED PER MANUFACTURER'S ONTO HWY 1 AND MILLER AVENUE. / HWY 1 REPRESENTATIVE. SEE SPECIFICATIONS AND DETAILS, TYP. DETAILS 1 AND 2 SHEET �~ C1.06. TYP. NSA PROVIDE 6" SHREDDED MULCH, TYP. PROVIDE 6" TOPSOIL AND SOD, TYP. PROVIDE INTAKE PROTECTION BAG OR FILTER SACK, TYP. THIS CONTROL IS REQUIRED TO REMAIN UNTIL THL_9ME IhAS`1BEEN STABILIZED AND API( I& OWNER'S REPRE$F„�TATLIV,FX; E STORM INTAKE RIM = 669.53 663.33 = IE 18" RCP 1 2 II I --- ASPHALT of ASPHALT PCC b5ti LLI _ } F LI SHIRKEN LLC UPON COMPLETION OF TRAIL, GRADING AND HYDROSEEDING, INSTALL EROSION CONTROL BLANKET. INSTALL NORTH AMERICAN GREEN DOUBLE NET EROSION CONTROL BLANKET, MODEL SC1506N, OR APPROVED EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED • . I....'4 HWY 1 '--PROVIDE CURB INLET FILTER FOR ALL 1 \-OPEN THROAT INTAKES. SEE DETAIL STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP. PAUL'S 0 15 30 60 SCALE IN FEET - , PROVIDE SILT FENCE AT PER MANUFACTURER'S " " ........"" ° .... t �...... - , STORMWATER INTAKE POINT. STORM INTAKE SPECIFICATIONS AND DETAILS, TYP. J - - - - -' �' ' • ' ' ' ' • ' ' • • • • • • • . ...... . • • • • • • • THIS CONTROL IS REQUIRED TO RIM CTQ� / y .......... y.�.� ............ �.-.../... REMAIN UNTIL THE SITE HAS I 648.70=IE 18"RCP (W) �.�--'--' --r---.. IAL IP©C 1 %/, BEEN STABILIZED AND 648.30 -IE 24 RCP (5)---. .y. - r "............_.__•-__v____......................_.,:.--.�.,........................1. a. .- .. r-.?=... ( ...... 1.. 0 APPROVED BY THE OWNER'S ..� . . -. _ _ ......... _ _ J �� _ = - _ __ .....-. -..' ..............................q.,..... 'S .. .. ... .. ......... REPRESENTATIVE SEE DETAILS 1..: saaa7l " s .......... ....... .. ....... r , 1 ,r.- ... ... .. ,i �. _ :. 1S FRT I / �- `�----.""'�-'---_'__" --.-� �...... .. ................ .. ....... - - - .- .. - rte. . INTAKE STORM INTAKE E. ........... ............. .. .. .. - - ...... .... ...........c .T. ....... .. .. .. .. .. .. _�........ ... ...�...... �.i .. HAL - 56.44 RIM = 651.55 / AN SHEET C1.O6, TYP. ...... ............ _ L.J.. , - - - yam. _ - - _ _,•„_..:,�� I' /...-.-...�.�.-,. I.- ---_ .. FCC •'r:.■ - -�. -.-1- .. --y.. .... _....................� ��---� -�_ -.- .. .... _ _ _ - �.T.-............................... ...... -654-- ... ..... .. ............./ .............. / .............. .•. STORM MH I STORM MHRIM = 653.52 RIM = 653.95 646.42 = IE 36" 1 647.55 = IE 36" RCP (E) F% 646.77 = IE 36" 1 ` 648.35 = IE 36" RCP (W) \, ,r ,�Y 1 ( ) NORTH -NOT VI; �'VV 648.3±=1E 8" VCP N SOUTH -NOT VISIBLE I STORM INTAKE RIM = 654.91 650.51 = IE 15" RCP (N) 650.61 = IE 12" (S) REGULAR CLEANUP OF DIRT AND DEBRIS IS REQUIRED. CONTRACTOR SHALL USE ALL METHODS NECESSARY TO PREVENT TRACKING ONTO HWY 1 AND HUDSON AVENUE. PROPOSED TRAIL, TYP PROVIDE 12 COMPOST FILTER TUBE OR SILT FENCE INTAKE, TYP HWY 1 ALONG EDGE OF DISTURBED PROVIDE CURB INLET FILTER FOR ALL EXISTING CONTOUR, TYP AREA. THIS CONTROL IS OPEN THROAT INTAKES. SEE DETAIL C1.06. •P (E)! 6" SHREDDED MULCH, TYP PROPOSED CONTOUR, TYP REQUIRED TO REMAIN UNTIL INTAKE PROTECTION TO REMAIN UNTIL :P (w) THE SITE HAS BEEN THE SITE HAS BEEN STABILIZED AND LE STABILIZED AND APPROVED APPROVED BY THE OWNER'S BY THE OWNER'S REPRESENTATIVE, TYP. REPRESENTATIVE. SEE DETAILS 1 AND 2 SHEET C1.06, TYP. DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER SHEET 1U1AL SHIVCFIATi`CRY Cedar Rapids, IA Iowa City, IA Des Molnes IA Shlve Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 STORMWATER POLLUTION PREVENTION PLAN NO: SHEETS ARC HITEC T U R E .ENGIN EE RI NG Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY KPT DATE 06-05-12 1 1 1 C1.03 ...T. . . . . � .-. �. / f . . .'. •.�.1L.. .--• --. . . _ _.li .�.-. h �.. . . . . . . CTQ� / y - -ter'.-. _-T, --r---.. 65 .y. - r - - - ----- - .. .. .....-.. q ..� . . -. 53..�.r---"-�[ - y"-!�11 ■ ....�.'.T.'-.: _ __ .....-. -..' ..............................q.,..... 'S .. .. ... .. ......... .�.�. w� r• �. r.�. ..r. it r•�•� nn.'IT. T.'+ 1 RIM - 6`:B 643.13= It . ... .... .... y ..-.-. '.' '.'... - '...':- 77 _. -..� .- -..... - .. ..... .... _�. .. ` '. O r+ NT %KC .... ♦.r•... r. r..•� - 64G 5;i = - - ..- .... ... .. .. .......... ... i......' .. J .�" .. ...... .. ...-.. .. .. .. ��..n.��rir, r'�� .. 64511 I`.j6., RGP (a) ...... ... ..... .. ...III r .�. 64. 16 - IE 36" RCP (VV) ... EXISTING STORM '� w. w� w� it r �•�. ww. rT.�.' SEWER AND PROPOSED TRAIL, TYP PROVIDE 12 COMPOST FILTER TUBE OR SILT FENCE INTAKE, TYP HWY 1 ALONG EDGE OF DISTURBED PROVIDE CURB INLET FILTER FOR ALL EXISTING CONTOUR, TYP AREA. THIS CONTROL IS OPEN THROAT INTAKES. SEE DETAIL C1.06. •P (E)! 6" SHREDDED MULCH, TYP PROPOSED CONTOUR, TYP REQUIRED TO REMAIN UNTIL INTAKE PROTECTION TO REMAIN UNTIL :P (w) THE SITE HAS BEEN THE SITE HAS BEEN STABILIZED AND LE STABILIZED AND APPROVED APPROVED BY THE OWNER'S BY THE OWNER'S REPRESENTATIVE, TYP. REPRESENTATIVE. SEE DETAILS 1 AND 2 SHEET C1.06, TYP. DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER SHEET 1U1AL SHIVCFIATi`CRY Cedar Rapids, IA Iowa City, IA Des Molnes IA Shlve Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 STORMWATER POLLUTION PREVENTION PLAN NO: SHEETS ARC HITEC T U R E .ENGIN EE RI NG Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY KPT DATE 06-05-12 1 1 1 C1.03 I •�: \.. �. `. •. \ �y 41 ST M INTAKE \/ ~. ' • . '� \ •\. '.'•'.''. \ F RIM= 4.43 �'••'\\'. .�\•'.\• \..•'\'..'.:..• \ - 641.93-E15"RCP(W)— , •\6� cC ♦.. �\ \ . \ \ 6p3 , • \ \\ •'\\ +� • . • • . ' \ PROVIDE INTAKE PROTECTION PROPOSED CONTOUR, TYP STORM MH 1+ �ePp \�' ' \ \' \• BAG WITH CURB -FILTER. THIS s \ \ RIM 9 = IE 1 CO TROL IS REQUIRED TO \` EXISTING CONTOUR, TYP 641.97 = IE 16" ADS (N) / �F .'\ . RE AIN UNTIL/THE SITE HAS \'; . ' , \ STORM INTAKE s4z.z7 = IE 12" ADS (s) \y QPy \BEEN-ST RIM =s4s.1s / PROVIDE B" ♦' �. ��\ \ ' f • i .' : :.\,' 642.70 = 1E 12" ADS (Nj / TOPSOIL AND \ '\,'. r .\ ,'.',': • APPROVED BY THE OWNER'S q s42. 5=1E 12"ADs(Ej- / / SOD, TYP REPRESENTATIVE, TYP. q l• ' ')' \' sA ' \. �(` \�:.., \ • sA .�'' • ' � ' 7' � PROPOSED TRAIL, TYP r• ' O 01 r2s� : r1.` /s`'':'.':' '',': '•,'.' 1 ORCHARD STREET J -PROVIDE CURB INLET FILTER FOR ALL OPEN THROAT INTAKES. SEE y PROPOSED STORM - -' - DETAIL 3/C1.06. INTAKE _ iy PROTECTION TO REMAIN UNTIL THE - ` � \ \ \ � SEWER AND -- _ 646 - - � / � p�sp - _ -- SITE HAS BEEN STABILIZED AND \ I'JNTAKE, TYP` ' - \ Y o ? APPROVED BY THE OWNER'S \ - PROVIDE 12" COMPOST FILTER TUBE O�2 SILT- - _ \ pp - �s� \ FENCE -ALONG - FDI - RBED AREA. THIS _ -' s°ysl REPRESENTATIVE, TYP. b \ Q NTROL I QUIR TO RE IN UNTIL THE Cpl \ A� y _ 0 EXISTING STORM WER 9 SITE HA EEN-ST ILI AND A PROVED BY - Lc _ -- - -Q / AND INTAKE, TYP �\ O . NER'S RESEW TIVE. SEE DETAILS --, 1 p D 2 HEET 1.06, TYP. p, \ REGULAR CLEANUP OF DIRT \ \ AND DEBRIS IS REQUIREb. \ \ CONTRACTOR SHALL USE`ALL \ 'METHODS NECESSARY TO PREVENT TRACKING ONTO HWY\ 1 AND ORCHARD STREET. I I � w \ I � \ v 0 I p m m EXISTING STORM SEWER PROVIDE 6" TOPSOIL AND SOD, TYP 0 15 30 60 AND INTAKE, TYP EXISTING CONTOUR, TYP I SCALE IN FEET DII PROPOSED CONTOUR, TYP PROPOSED TRAIL, TYP I __ cox (/) I, /------------ APPROX,. LS]CAU�C7N G 0 .•t-;\PPROx.'...GC 614 - - �V I = y. 6 - ORCHARD STREET ORCI ARD STREET CD s I w >8� � 09 -'D _ - - - --mow- - m F�\ \ / --- \ xo 0 1 y --i -7 APPROX. LOCATION ° D D OF SERVICE VALVE I In v Ak z A A REGULAR CLEANUP OF DIRT AND DEBRIS IS o O REQUIRED. CONTRACTOR SHALL USE ALL / N C .• N C m METHODS NECESSARY TO PREVENT TRACKING D Ao ONTO ORCHARD AND BENTON STREET. v m /O D A o � REGULAR CLEANUP OF DIRT AND DEBRIS IS D 70 o \ REQUIRED. CONTRACTOR SHALL USE ALL z A 1 METHODS NECESSARY TO PREVENT TRACKING o o m I ONTO ORCHARD AND DOUGLASS STREET. m Oc \n I z D \ to v 1 D / LEGEND -sk A� 06 REGULAR CLEANUP OF DIRT AND DEBRIS IS q?9F REQUIRED. CONTRACTOR �S SHALL USE ALL METHODS NECESSARY TO PREVENT MVV TRACKING ONTO ORCHARD AND DOUGLASS STREET. 0 15 30 60 I SCALE IN FEET PROJECT SITE ................... INTAKE PROTECTION BAG OR FILTER SACK '•'.'.'.'.'....'.'.;....'.'.'.. DISTURBED AREA - - • • - ` • - • • - ` • ` - CURB INLET FILTER INTAKE PROTECTION BAG 6" TOPSOIL—"�"."�"�' �"� AND SOD WITH FILTER SACK 12" COMPOST FILTER PROPOSED GRADE TUBE OR SILT FENCE DIRECTION OF ------------ PROPOSED PAVEMENT DRAINAGE SH IVC -I -IA -T -P -CRY Cedar Rapids, IA Iowa City, IA Des Moines,SHEET TOTAL IA Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATEf D6 -D5-12 JOHNSON C11UNTY PROJECT NUMBER 111234-0 STORMWATER POLLUTION PREVENTION PLAN NO, SHEETS ARC HITECI URE +ENGIN EE R ING Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 T C1,04 WIRE CORD CORD POST FABRIC WIRE POST NOTE: jVA//VX//VX//w yz TWIST CORD AND PLACE AROUND POST, SECURE WITH WIRE. FRONT VIEW POST TOP VIEW 1 F 3 8' SPACING MAX _j CO \ ` ENGINEERING w d g \\/\\/` \/ FORESLOP FABRIC 1 1 � wt O GROUND LINE HZiO GROUND w 12" MIN DEPTH BY 4" LINE ow LL ' MIN WIDTH TRENCH vA: co r ENGINEERING FABRIC TO Lu ¢ 2 TRENCH BE FOLDED ACROSS BOTTOM 5 BOTTOM OF TRENCH DETAILS OF SILT FENCE SILT FENCE DETAIL NOT TO SCALE ST, CO FIL TU DISTURBED AREA PLACE COMPOST FILTER TUBE PERPENDICULAR TO SLOPE � SIDE VIEW TYPICAL SECTION SILT FENCE PLACE ADDITIONAL COMPOST MATERIAL TO FILL THE SEAM BETWEEN THE TUBE AND THE GROUND GROUND LINE COMPOST FILTER TUBE TO BE STAKED IN PLACE (STAKE EVERY 8' FOR ADDED STABILITY) AREA TO BE PROTECTED TOP VIEW COMPOST FILTER TUBE DETAIL NOT TO SCALE NOTE: POINT 1 MUST BE A MINIMUM 6" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS OVER THE SILT FENCE AND NOT AROUND THE ENDS. INSTALL SILT FENCE PER DETAIL 1 THIS SHEET .0P POINT 2 POINT 1 GENERAL NOTES: (D SECURE TOP OF ENGINEERING FABRIC TO STEEL POST, 02 ENGINEERING FABRIC TO BE FOLDED ACROSS BOTTOM OF TRENCH. \3 ENGINEERING FABRIC SHALL HAVE A MINIMUM 36" WIDTH. \4 FOR MACHINE INSTALLATION, POSTS SHALL BE EMBEDDED 28" BELOW GROUND LINE. THE POST NEAREST TO PAVEMENT SHALL BE EMBEDDED 39" BELOW THE GROUND LINE. ALL COMPACTION SHALL BE ACCOMPLISHED BY DRIVING OVER EACH SIDE OF SILT FENCE 2-4 TIMES WITH DEVICE EXERTING 60PSI OR GREATER. OFOR TRENCH INSTALLATION, POSTS SHALL BE 5 EMBEDDED 28" BELOW THE TRENCH BOTTOM. THE POST NEAREST TO PAVEMENT SHALL BE EMBEDDED 39" BELOW THE TRENCH BOTTOM. ALL COMPACTION SHALL BE ACCOMPLISHED WITH A MECHANICAL OR PNEUMATIC TAMPER. C7n0KA INTAKE CURB INLET FILTER DETAIL NOT TO SCALE SILT FENCE INSTALLATION AT STORMWATER DISCHARGE POINT NOT TO SCALE LECT CURB INLET 'ER TO PROVIDE WIRED _RFLOW OFFSET 81LIZATION POCKETS TO BE .ED WITH #57 CRUSHED )NE OR EQUIVALENT. ;URE POCKETS WITH TIES. __.RB INLET FILTER PHASING NOTES 1. THIS PROJECT WILL BE CONSTRUCTED OVER SEVERAL PHASES. EROSION/SEDIMENTATION CONTROL DEVICES IDENTIFIED ON THE PLAN WILL BE IMPLEMENTED ON A PER PHASE BASIS TO ALLOW FOR MAXIMUM PEDESTRIAN ACCESS AND EASE OF CONSTRUCTION. 2. UPON COMPLETION OF EACH PEASE AND APPROVAL BY THE OWNER'S REPRESENTATIVE, EROSION/ SEDIMENTATION CONTROL DEVICES MAY BE REMOVED/RELOCATED. SURFACE RESTORATION NOTES 1. ALL DISTURBED AREAS NOT PAVED, MULCHED, SODDED OR HARD SURFACED ON THE SITE SHALL RECEIVE A MINIMUM 6" OF TOPSOIL AND HYDROSEEDING. 2. ALL AREAS TO BE SEEDED SHALL USE TYPE 1 OR TYPE 2 SEED MIXTURE. REFER TO SHEET C1.03 FOR DIVISION BETWEEN THE TWO TYPES OF SEED. 3. SCARIFY AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 3". REMOVE ALL STONES, WOOD AND OTHER DEBRIS LARGER THAN 2" FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL. 4. HYDROSEEDING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO THE INSTALLATION OF THE EROSION CONTROL BLANKET. 5. APPLY FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. THE CITY OF IOWA CITY IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO. 2 AND THE CONTRACTOR AND ALL SUB -CONTRACTORS ARE REQUIRED TO SIGN ON AS THE CO -APPLICANT. IN ADDITION TO TH NPDES PERMIT, THE CONTRACTOR IS REQUIRED TO OBTAIN A CITY OF IOWA CITY CONSTRUCTION SITE RUNOFF (CSR) PERMIT PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND OBTAINING THE CSR PERMIT. ALL RECORDS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE AS THEY ARE PRODUCED. SEE SPECIFICATIONS FOR CONTRACT FULFILLMENT REQUIREMENTS. 3" CLEAN STONE 6" MIN INSTALL GEOTEXTILE FILTER FABRIC BELOW STONE NATIVE SOIL STABILIZED CONSTRUCTION ENTRANCE/ CONTRACTOR STAGING AND LAYDOWN AREA NOT TO SCALE SITE INFORMATION: TOTAL PROJECT AREA = 10.05 AC TOTAL DISTURBED AREA = 7.20 AC PRE -DEVELOPMENT COEFFICIENT = 0.30 POST -DEVELOPMENT COEFFICIENT = 0.40 CLOSEST SURFACE WATER ACCEPTING SITE DISCHARGE = IOWA RIVER STORMWATER POLLUTION PREVENTION NOTES 1. EROSION/SEDIMENTATION CONTROL MEASURES ARE REQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BE IMPLEMENTED DURING WINTER MONTHS AS WELL. 2. REFER TO SPECIFICATION SECTIONS 01737, 01737A, 01737B, 01737C, 01737D, 01737E AND 02370 FOR STORMWATER POLLUTION PREVENTION PLAN, NPDES GENERAL PERMIT NO.2 SUBMITTAL REQUIREMENTS AND EROSION/SEDIMENTATION CONTROL TECHNICAL SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENTATION ON THE SITE AT ALL TIMES. THE CONTROL MEASURES IDENTIFIED ON THE PLAN ARE A MINIMUM, THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENTATION CONTROL MEASURES AS NECESSARY TO FULFILL THIS REQUIREMENT. 4. EXCEPT AS PRECLUDED BY SNOW COVER, THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREAS OF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTION ACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 21 OR MORE CALENDAR DAYS, THE CONTRACTOR SHALL INSTALL STABILIZATION MEASURES NO LATER THAN THE 14TH DAY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA. REFER TO SPECIFICATION SECTION 31 2500 FOR REQUIRED STABILIZATION CONTROLS NOT SHOWN ON THIS PLAN. 5. THE CONTRACTOR SHALL USE CONTROL MEASURES AS REQUIRED TO KEEP SOILS FROM LEAVING THE SITE EXCEPT IN CLOSED CONTAINERS. 6. IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES AND PARKING LOTS SHALL BE PERFORMED ON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED. 7. MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/COMPOST FILTER TUBES ON A REGULAR BASIS AS PER THE SPECIFICATIONS. SILT FENCES MUST BE CLEANED OUT WHEN THEY ARE 50% FULL. COMPOST FILTER TUBES MUST BE CLEANED OUT WHEN THEY ARE 33% FULL. 8. CONTRACTOR TO LOCATE/RELOCATE SILT FENCING/COMPOST FILTER TUBES AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENTATION. 9. REMOVE ALL TEMPORARY EROSION/SEDIMENTATION CONTROLS, NOT CALLED OUT TO REMAIN, AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 10. INSTALL INTAKE PROTECTION BAGS/FILTER SACKS FOR ALL NEW AREA INTAKES AS THEY ARE CONSTRUCTED. ALL EXISTING AREA INTAKES SHALL BE PROTECTED BY INTAKE PROTECTION BAGS/FILTER SACKS. ALL GRATED CURB INTAKES SHALL BE PROTECTED BY INTAKE PROTECTION BAGS WITH CURB FILTER. ALL OPEN THROAT CURB INLETS SHALL BE PROTECTED BY CURB INLET FILTERS. 11. CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER EROSION/SEDIMENTATION CONTROL DEVICES TO NOT DAMAGE UNDERGROUND UTILITIES. 12. WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFORE IT IS RELEASED INTO THE STORM SEWER SYSTEM. PLACING AN INLINE CHITOSAN SOCK AROUND THE PUMP OUTLET IS ONE METHOD TO REMOVE SEDIMENT WHILE DEWATERING. ADDITIONAL METHODS INCLUDE: DEWATERING BAGS, ADDING FLOCCULANTS TO SILTY WATER OR PLACING A FILTER FABRIC BARRIER AROUND THE PUMP INLET. EACH OF THESE METHODS ARE EFFECTIVE IN REMOVING SEDIMENT FROM THE WATER. CONSTRUCTING SEDIMENTATION BASINS TO FILTER SEDIMENT FROM THE WATER MAY BE MORE EFFECTIVE ON A LARGE SCALE PROJECT. 13. WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. ONE METHOD IS TO PIPE THE WATER DIRECTLY INTO A STORM SEWER STRUCTURE. WATER MUST BE FREE OF SEDIMENT PRIOR TO DISCHARGING INTO THE STORM SEWER. 14. A 12" COMPOST FILTER TUBE MAY BE SUBSTITUTED FOR SILT FENCE WHEN SLOPE OF GRADE IS LESS THAN 10%. COMPOST FILTER TUBES MUST BE STAKED IN PLACE. 15. SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION). IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTOR IS REQUIRED TO INSTALL A 12" COMPOST FILTER TUBE AROUND THE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. 16. IDENTIFICATION OF ALLOWABLE NON-STORMWATER DISCHARGES: DURING CONSTRUCTION THE NON-STORMWATER DISCHARGES, WHICH INCLUDE WATER FLUSHED FROM WATER LINES, PAVEMENT WASHING (WHERE NO SPILLS OR LEAKS HAVE OCCURRED, UNLESS THE SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE WASHING, AND GROUNDWATER (DEWATERING), SHOULD BE DIRECTED AS MUCH AS POSSIBLE TOWARDS VEGETATED AREAS AND AWAY FROM DRAINAGE WAYS. REFER TO THE IDNR NPDES GENERAL PERMIT NO. 2 FOR ALLOWABLE NON-STORMWATER DISCHARGES. 17. POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL, LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BY A 12" COMPOST FILTER TUBE AT ALL TIMES (RELOCATE AS REQUIRED FOR CONSTRUCTION). ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR. 18. CONCRETE, PAINT AND GROUT WASHOUT AREA: PROTECT WITH (2) 18" STACKED COMPOST FILTER TUBES. IF A PUMP TRUCK IS USED ON-SITE AND UNABLE TO USE THE WASHOUT AREA, THE CONTRACTOR SHALL DIG A PIT FOR WASTE MATERIAL. CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION). THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA. 19. SPILL KIT: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN. THE SPILL KIT SHALL BE A SEALED STORAGE SHED LOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND KITTY LITTER. THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KIT. RELOCATE AS REQUIRED FOR CONSTRUCTION. 20. DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE, SPRINKLING/IRRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 21. STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTION PREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENTATION CONTROLS AS REQUIRED TO CONTAIN MATERIALS ON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/COMPOST FILTER TUBES AROUND STOCKPILED SOILS BEFORE STOCKPILE IS RE -SPREAD. CONTRACTOR IS ALSO REQUIRED TO COVER ALL STOCKPILED SOILS IF RAIN IS FORECASTED. 22. SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENTATION CONTROL FEATURES AT THE EARLIEST TIME PRACTICABLE. I SH IVEHAiTERY Cedar Rapids, IA � Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY; JDB DATE, 06-05-12 PROJECT NUMBER I , NO. SHEETS u e N N e a ,� Moline, IL Bloomington IL Chicago, IL (319) 354-3040 Fax (319) 354-6921 JOHNSON COUNTY 111234-0 STORMWATER POLLUTION PREVENTION PLAN CHECKED BY KPT DATE: 06-05-12 C1,06 1 I i I I i 1327 SUNSET KAMPFE• JANN ESTREET i REMOVE PCC WALK (12± S REMOVE PCC WALK (15+ Y) �\ 1 ---+-__ _ i FULL -DEPTH SAWCUT ND REMOVE ; f -?--- PAVEMENT AND CUR (3± SY) \ i I I 1323/REMOVE EXISTING HYDRANT I I + SHELT 7325 ASHL (RETURN TO OWNER) AND L__ _ER HOU connn�uVE INSTALL NEW (SEE D.01) I I i NlTY 1313 ASHLEY DRIV EyL--t---I---- ' - -+--- - KOPF NORMA JEAN i \ Ip I � I I � L .`� _✓ I � o EYD RIVE ---�---- I H -�L--- \ — — `T, ( T _ ABBOT7iHOMAS G 12 00 — —r—_ P1 K MAN Ey DRIVE REMOVE PCC \ ------- -Z --- - — — _ �� KWI HONG WALK (11± SY) CD l FULL -DEPTH SAWCUT AND REM — —T— — _ 72t'9ASitEy \ DRiV (n PAVEMENT AND CURB (±9 SY) � � — _ REc.i' RA'MOND � \ RELOCATE EXISTING LIGHT m �\ POLE (REFER TO K.01) \ CLEAR & GRUB LIMIT _ ss9 ` 04,676 14+p00 E: 2,171,204 t s d�\ -��_ 15+Op lo GT— G G G y ----W-----W— — —W— 16x00 \ f - sT sus � �i O >G'i'T �0 9�F mss 9�F OA I sus? \ \ PROTECT EXISTING PPC,a o may, EVERGREEN TREES /2i CA GRAVEL �FQ P,o GRAVEL — F2°s REMOVE 15 LF OF —_— 15" RCP (INCL. FES) -- HWY1 DEMOLITION KEY PAVEMENT REMOVAL GRAVEL REMOVAL \\ CLEAR AND GRUB REMOVE STORM SEWER XREMOVETREE CLEAR & GRUB LIMIT N: 604,693 CLEAR & GRUB LIMIT FE: 2,171,251 N: 604,790 ---- STORM INTAKE E: 2,171,290 RIM = 680.30 ~ 676.00 = IE 15" RCP (E) C?S 0 15 30 60 SCALE IN FEET O9 CLEAR AND GRUB ARAS8E�JLA .76± AC) CLEAR &GRU IMIT 1EY 1269 Epl N: 604,913 — 1 ALDERMAN, JOHN T at KEN RGV- E. 2,17 _ -ROW _ 's "O A GRAVEL GRAVEL. ED1NG,iLE DRIVE CONTRACTOR SHALL MAINTAIN ACCESS TO CLEAR & GRUB LIMIT THIS DRIVEWAY, AND COORDINATE REMOVAL CLEAR & GRUB LIMIT N: 605,144 CLEAR & GRUB LIMITAND REPLACEMENT SCHEDULE WITH OWNER'S N: 605,034 E: 2,171,540 N: 605,248 �� REPRESENTATIVE AND PROPERTY OWNER. AREA .76± AC) CLEAR &GRU [MIT PARCEL 1016353001 E: 2,171,466 E: 2,171,623 1 1209 Fpr N: 604,913 LOT A �vW RMAN, Jp RI, SREOLAUALE D G E: 2,17 _ — APEL, GREGORY A ReW- _ _ tt _ -- � 0 15 30 60 . KENt fc, HN T °• u —T— — — T— — — — — —T— SCALE IN FEET IV I 0 05, REMOVE GRAVEL (24± SY) CLEAR & GRUB LIMIT N: 605,436 a l _ �_ E: 2,171,843 Q �° `—ROW CLEAR & RUB LIMIT GRAVEL oq\\\\E: 2,171,892 -\ _\ -- GRAVEL �o A � � C � CLEAR AND GRUB me AREA (0.06± AC) CLEAR AND GRUB A R =A (0.761 AC) H WY 1 GRAVEL ' _/ ` PROTECT EXISTING SIGN REMOVE 9 LF OF 12" RCP (INCL. FES) 00 PHASE 1 - MEDIAN WORK11' - GRAVEL S'' --f--- CONTRUCTION BEFORE NO 1. CONTRACTOR SHALL PROVIDE 7 -DAY ADVANCE NOTICE TO OWNER'S REPRESENTATIVE OF PROTECT AND/OR TEMPORARILY RELOCATE ; ` w`� _y ® � K/ f 00 PLANNED CONSTRUCTION SCHEDULE FOR WESTPORT PLAZA WORK. TRAFFIC SIGNAL REINSTAIL OALLDINGIAT NEW NG SOLATION (SEED 02). i WA ARG _ CAMERAS WILL NEED TO BE ADJUSTED FOR EACH PHASE. INCIDENTAL TO TRAIL CONSTRUCTION. 2. MEDIAN WORK TO BE COMPLETE, INCLUDING RELOCATION AND OPERATION OF EXISTING TRAFFIC SIGNAL PEDESTAL (WORK BY OWNER), PRIOR TO BEGINNING REMOVALS ON SAWCUT FULL -DEPTH (28 LF)AND GRAVEL s?e REMOVE PCC PAVEMENT (15± SY) WESTPORT PLAZA. F PHASE 2- WESTPORT PLAZA RIGHT LANE REMOVE EXISTING STOP BAR (41± LF) AND LANE LINES (17± LF EACH) TO ACCOMMODATE NEW PEDESTRIAN CROSSING 17 1. CLOSE THE RIGHT EXIT LANE OF WESTPORT PLAZA. MOVE ALL TRAFFIC TO THE LEFT EXIT (REMOVAL IS INCIDENTAL TO NEW PAVEMENT MARKINGS) ' __ ;+ LANE. 2. MAINTAIN MINIMUM 12 -FOOT LANE WIDTH. SAWCUT FULL -DEPTH (112 LF)AND PAVEMENT (64± SY) 3. PLACE 42" CHANNELIZERS AT 20 -FOOT INTERVALS ALONG THE CENTER LINE, AND INSTALL A REMOVE PCC r , `-�-_____ REMOVE 50 -FOOT TAPER BEGINNING AT THE EAST END OF WESTPORT (AT THE 3 -WAY INTERSECTION). i i GRAVEL (30± SY) 4. PLACE TYPE 'A' WARNING LIGHTS AT EACH CORNER OF THE WORK AREA (QTY = 3) ON THE DRUM PHASE 2 AND PHASE 3: --`-n--_ i --�, ti CLOSEST TO THE CENTERLINE. SAWCUT FULL -DEPTH (195 LF) AND + PHASE 1 REMOVAL_ REMOVE PCC PAVEMENT 157± SY -. 5. UTILIZE TC -402 FOR EDGE OF WORK AREA ALONG THE SOUTH EDGE OF HIGHWAY 1. ( ) ss� 6. COMPLETE PAVING RECONSTRUCTION IN THIS PHASE BEFORE PROCEEDING TO PHASE 3 REMOVE EXISTING STOP BAR (6± LF; REMOVALS. INCIDENTAL TO NEW PAVEMENT MARKINGS) i I Fo r + np p PHASE 3 REMOVAL nA , PHASE 3- WESTPORT PLAZA LEFT LANE REMOVE EXISTING TRAFFIC - SIGNAL AND DISCONNECT 1. CLOSE THE LEFT EXIT LANE OF WESTPORT PLAZA. MOVE ALL TRAFFIC TO THE WIRING (WORK BY OWNER, CONTRACTOR TO COORDINATE) 0 RECONSTRUCTED RIGHT EXIT LANE. ^ 2. PLACE 42" CHANNELIZERS AT 20 -FOOT INTERVALS ALONG THE CENTER LINE, AND INSTALL A_ 50 -FOOT TAPER BEGINNING AT THE EAST END OF WESTPORT (AT THE 3 -WAY INTERSECTION). �+ REMOVE GRAVEL (42± SY) 3. PLACE TYPE 'A' WARNING LIGHTS AT EACH END OF THE WORK AREA (QTY = 2) ON THE DRUM SAWCUT FULL DEPTH AS NEAR AS POSSIBLE TO -�+PHASE 2 REMOVAL CLOSEST TO THE CENTERLINE. D EDGE OF DETERIORATED CURB ISLAND FOR LINE BETWEEN PHASE 2 AND PHASE 3 REMOVAL. I Q -0 I 4. UTILIZE TC -402 FOR EDGE OF WORK AREA ALONG THE SOUTH EDGE OF HIGHWAY 1. .Zl mil SH IVCFIATTC--RY Cedar Rapids, IA Iowa City, IA\Des Moines IA Shlve-Hattery, Inc. 2834 , Fa DRAWN BY Drive, Iowa City, Iowa 52245 JDB DATE 06-05-12 JOHNSON COUNTY J PROJECT NUMBER SHEET 111234-0 SITE PREPARATION & DEMOLITION PLAN NO. STOTALHEETS n H -Ec r u e e + ; v c N E e e N Moline IL \Bloomington ILL \Chicago, IL (319) 354-3040 40 Fax (319) 354-6921 CHECKED BY KPT DATE D6 -OS -12 C2,01 PREP p6t PIC) $ k0 GRAVEL 1 77 _----------' CLEAR & GRUB LIMIT N: 605,623 -E: 2,172,012 1ST NG 51GN > —R--- 1?o 7 X240 _ C�A CLEAR & GRUB LIMIT N: 605,772 E: 2,172,175 REMOVE 21 LF OF 24" CMP - 30+00 29+00 -------- — - - — -I - —_ 6> STANDING W -A ' WATER STANDING W _-7 - WATER ,EMO i (30± S o GRA PHp,SE 1 R�MOVp1. N (42t SYi P f-MoJE 1g LF 36 CM B LIMIT 606,049 ,172,638_ H— - REMOVE 40 LF OF 24" CMP CULVERT (INCL. FES) GRAVEL DEMOLITION KEY o (y CLEAR AND'GRUB AREA (0.13±AC) } A \ CLEAR & GRUB LIMIT N: 605,827 \ E: 2,172,252 32+0V \ Cly 33+p0 If - STAND �/ \\ \ \ ING - _ o A \\ WATER — W — _ -i- - � _ 34+pp REMOVE 19 LF 36" CMP \ \� +00 CLEAR & GRUB LIMIT \ y N: 606,049 E: 2,172,638 � Op HWY 1 \ GRAVEL. PROTECT EXISTING SIGN I \REM LF OF 36" CMP � \ CULVER L. FES) \ OMy l --RP N O R/M RM M 6>3 6>9 M ST ` R CRh 7 q s„plc y = E 3pR Sl � �-'5;>;> 76 F CLEAR & GRUB LIMIT (rk\ P>z, RcA CLEAR & GRUB LIMIT N: 606,163 _ RC!' Fv� N: 606,110 E: 2,173,024 — E: 2,172,864 6�x \ \\\ \\ CLEAR AND GRUB AREA (0.13± AC) — ^ —39+gi0 — - — CLEAR , CLEAR & GRUB LIMIT N6 6196 0+ RUB LIMIT 00 /-N: 606,171 �E: 2,173,229 CLEAR AND GRUB AREA (0.32± AC) GRAVEL PROTECT EXISTING SIGN E: 2,173,125 � I � I I ------------- 1 ---- 43+00 W HY 1 -----+--- ----+------' - STORM INTAKE I r RIM=680.17 � � r �-----\___-- 671.37- - IE 36” RCP (S) 671.47 = IE 36" RCP r I I r I REMOVE GRAVEL SHOULDER FOR REMOVE 30 LF OF 24" RCP. ' I NEW BUS PULLOFF293±SY SALVAGE EXISTING FLARED i Ec ( ) END FOR REINSTALLATION STCR'tt MH RIM = 676.04 671.19=LE12"RCp(t'e) SAWCUT FULL -DEPTH (80 LF) AND 1 REMOVE PCC PAVEMENT (36±SY) - f - EXISTING HANDHOLE TO BE RELOCATED (D.04) 44+0 T— r --- r r ! REMOVE EXISTING STOP BAR (25± LF; INCIDENTAL TO NEW PAVEMENT MARKINGS) 0 15 30 60 SCALE IN FEET L� \ 0 15 30 60 SCALE IN FEET f3 r� m= cz 52. \ 5 —r— �s !ti,` s lypgK ��-_ ��+F,RSTq GF,I�✓ —T 45+00 _ K/ - - 46+00 REMOVE EXISTING PCC WALK (133± SY) BUS SHELTER AND SIDEWALK SHALL NOT BE REMOVED UNTIL NEW BUS PULL -OFF PAVEMENT IS FINISHED. REMOVE AND PROTECT EXISTING BUS SHELTER AND TRAFFIC SIGN POSTS FOR REINSTALLATION (REFER TO K.02) TER I SH IVCHATTCRY Cedar Rapids, IA , Iowa City, IA Des Moines, IA Shive-Hatte Inc. 2834 Nortate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE- 06-05-12 PROJECT NUMBER I an O, HE HL P v ry' Y JOHNSON COUNTY 111234-0 SITE PREPARATION & DEMOLITION PLAN N0. SHEETS U a e + e N c N e e a N c Moline, IL Bloomington, IL Chicago IL (319) 354-3040 Fax (319) 354-6921 CHECKED BY: KPT DATE 06-05-12 X2,02 m DEMOLITION KEY PAVEMENT REMOVAL GRAVEL REMOVAL REMOVE STORM SEWER XREMOVE TREE 710 HIGHWAY 1 W FIRST AMERICAN BANK PCC VV 660.801E 18" RCP . -T- - 46+00 rX HWY1 j605 o�EE� lSo 0p'Lv 'ec SP oVN�\SFN5 - R w w RELOCATE TREES AND o w BOULDER (WORK BY x PROPERTY OWNER) < STORM INTAKE RIM =652.30 > 649.30 = IE 6"'PVC (W) II` 649.00 = IE 18" RCP (E) - -- - - -- RELOCATE BOULDERS (WORK BY PROPERTY OWNER) \ SAWCUT FULL -DEPTH (43LF) REMOVE PCC DRIVEWAY APRON (78± SY) AND REMOVE PCC DRIVEWAY APRON (48± SY) ASPHALT EXISTING HANDHOLE TO � INTA BE RELOCATED (D.05) STORM INTAKE 56.4 RIM = 651.55 = 15" RCP (S) 520 HIGHWAY 1 WEST 649.15 = IE 12" RCP (S) -, 21" RCP (N) DYKSTRA REAL ESTATE z ASPHALT ASPHALT - -ROW- ----- =--T-=---T- =-T--T- SAWCUT - - _T- - - - - - - - -T- - 1 I I -L- I I SAWCUT FULL -DEPTH --'IZ66LF) ANV REMOVE PCC I PAVEMENT (55± SY) POLES TO BE TED BY MID -AMERICAN, RCTOR TO COORDINATE 9 STORM MH RIM = 653.95 647.55 = IE 36" RCP (E) HWY 1 648.3±=1E 8" VCP IN) SOUTH -NOT VISIBLE STORM INTAKE RIM = 654.91 650.51 = IE 15" RCP (N) 650-61 = IE 12" (S) Ic I �� s I I I I I I I I I I I I 961 ZEPHYR REAL ESTATE LLC I I I I LJ I I I I I - I I I � I I i� - -- ', - FCC I I I I I ! ! DRAINAGE NOTE 11 I I MAINTAIN OVERLAND DRAINA E ROUTE AT ALL TIMES DURING CONST UCTION TO I + :n ALLOW WATER BETWEEN BUI DING AND �4 REMOVE 18 LF OF 18" RCP T (INCL. FES) RETAINING WALL TO REACH T E DITCH REMOVE CURB AND GUTTER (4± SY) ° W -y 2t STORM INTAKE STORM STORAGE TANK PCC STORM STORAGE TANK Ili ❑A RIM = 656.67 REMOVE EXISTING STOP BAR (20± LF; 552.57 = IE 15" RCP (s'I �4D AY -_-------------------\\--_----------- III INCIDENTAL TO NEW PAVEMENT MARKINGS) --------------- W1 ----------_ _.__�T- r -, CJ _ ---- -}j _ ----------------- ---- \✓ I II III I ______----"-- T- FIRST AMERICAN BANK 665.431E 4"ADS o - ' PCC -T- - - '- - - - - .. � ('CC 560 HIGHWAY 1 W -T- -RGIW- - ASPHALT p EHMCB PROPERTIES LLC e{ 600 HIGHWAY 1 1r' �- .- - _ -T - - -- - SOBASKI, JOE T -T- - - - - -T� - -T- - -T- _ _ _ STa�M4NTAKE- -W W RIM = 655.54 7 46+00--W-----W-- -W-- - - 652.24=IE 12"RCPiS - 47+ 0 G -� ---�- -F- - - ^- 49+ G G - -G- 49+00 G - - - -D -W- - RIPRAk' 00 D +_ _ A -- - -: \ D - _!�- STORM MH _ m 50+00 cr y,=}- _ - - RIM = 656.25 657.42 IE 24" RCP = STORM MH - - --+- RIM 69 55 RI 'c1 650.55 - IE 36" RCP (E) RIM 661.25,J 65223 IE 36" RCP (E) 1 r " ( -) 652.33 = IE 24" RCP (W) 650. 5 = 1E 12" RGP IN) ) � 656.95 = IE 24" RCP (W) -z a 651.7115 = IE 15" RqP (S GRAVEL 357.10 = IF 1 6525± IE 10" (N) SAWCUT FULL -DEPTH (24i LF) AND = i I REMOVE PCC PAVEMENTI,(5±SY) REMOVE EXISTING STOP BAR (36± LF) AND LANE LINES (8± LF) TO ACCOMMODATE NEW PEDESTRIAN CROSSING (REMOVAL IS INCIDENTAL TO NEW PAVEMENT MARKINGS) REMOVE 17 LF OF 24" RCP (INCL. FES) I 1 STORM INTAKE SAWCUT FULL -DEPTH (58 LF) AND RIM = 669.53 REMOVE PCC PAVEMENT (16± SY) 663.33 = IE 18" RCP IN) UJI Q z o a - LU LU 00 I LL of 1016 SHIRKEN LLC T REMOVE EXISTING CURB STOPS AND DELIVER TO PROPERTY OWNER (TYP. ALL). INCIDENTAL TO PAVEMENT REMOVAL. STORM INTAKE -- --- -- - RIM =652.30 - 0(j I 648.70 = IE 18" RCP (W) G� 648.30 = IE 24" RCP (S) I'L 22 HUDSON AVENUE 648.47 IE 1.5" CMP - ��}y IIAW LIMITED PARTNERSHIP -T- - - - - -T-- - R6W-- - - - - 5T+1� - - REMOVE 15" CMP FES (6 LF) RELOCATE TRAFFIC SIGN (BY CITY OF IOWA CITY) G. X a OU m7 dl oN L V SCALE IN FEET 60 o RELOCATE BOULDERS (WORK BY PROPERTY OWN REMOVE PCC DRIVEWAY APRON (78t SY) EXISTING HANDHOLE TO - STORM INTA BE RELOCATED (D.05) RIM = 656.4 652.69 = 1 15" RCP (S) 520 HIGHWAY 1 WEST 653.14 = 21" RCP (N) DYKSTRA REAL ESTATE ASPHALT - �W IG 54100 - I -----�oHWY 1 r r i ' SAWCUTIFULL-DEPTH 166LF)AN� REMOVE PCC PAVEMENT (55t SY) I I I I I UTILITY POLES TO BE RELOCATED BY MID -AMERICAN, I CONTRACTOR TO COORDINATE I I I PAUL'S o I ++ STORM MH m RIM - 653.52 60 646.42 = IE 36" RCP (E) POWER POLE AND GUY WIRES TO 646.77 = IE 36" RCP (W) NORTH -NOT VISIBLE - REMOVE 15" CMP FES (6 LF) RELOCATE TRAFFIC SIGN (BY CITY OF IOWA CITY) G. X a OU m7 dl oN L V SCALE IN FEET 60 o RELOCATE BOULDERS (WORK BY PROPERTY OWN REMOVE PCC DRIVEWAY APRON (78t SY) EXISTING HANDHOLE TO - STORM INTA BE RELOCATED (D.05) RIM = 656.4 652.69 = 1 15" RCP (S) 520 HIGHWAY 1 WEST 653.14 = 21" RCP (N) DYKSTRA REAL ESTATE ASPHALT - �W IG 54100 - I -----�oHWY 1 r r i ' SAWCUTIFULL-DEPTH 166LF)AN� REMOVE PCC PAVEMENT (55t SY) I I I I I UTILITY POLES TO BE RELOCATED BY MID -AMERICAN, I CONTRACTOR TO COORDINATE SAWCUT FULL -DEPTH (78 LF) AND REMOVE PCC PAVEMENT (46± SY) $' pg1 �` 0 P��? OPp� O C°e GGQ�'A C�yC°PC2 j�eC 5 i Sf-I IVCf-1QTT[-:f �y C� Cedar Rapids IA Iowa City, IA Des Moines IA Shive-Hattery, Inc. 2834 Northgat DRAWN BY1 JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL Drlve, Iowa Clty, Iowa 52245 JOHNSON COUNTY 111234-0 SITE PREPARATION & DEMOLITION PLAN NO, SHEETS A R C H I T E C T U R E= e N c 1 N E E R I N C Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY: KPT DATE, 06-05-12 1 02,03 PAUL'S 0 15 30 60 POWER POLE AND GUY WIRES TO BE RELOCATED BY MID -AMERICAN, CONTRACTOR TO COORDINATE. SCALE IN FEET REMOVE EXISTING SAWCUT FULL -DEPTH (100 LF) AND GUARDRAIL AND POSTS (35 LF) REMOVE PCC PAVEMENT (97± SY) _ C -7t SAWCUT FULL -DEPTH (225 LF) AND REMOVE SAWCUT FULL -DEPTH (425 LF) AND REMOVE EXISTING LIGHT POLE AND BASE - .y HMA PAVEMENT (200± BY) TO NEAT EDGES HMA PAVEMENT (533± SY) TO NEAT EDGES TO BE RELOCATED BY OWNER PROTECT EXISTING BLOCK WALL AND MONUMENT SIGN. REMOVE, PROTECT, AND REINSTALL 424 HIGHWAY f WEST 15 EXISTING GUARDRAIL ALONG BLOCK WALL. LIMITED PARTNERSHIP 426 HIGHWAY 1 WEST RANSHAW RANSHAW LIMITED PARTNERSHIP �.,ew. - 'p yl ASPHALT-� T- - - _ - - fi3+'00- -T 62+0@"_ - -T- _ -T - - �- _ _ _ - 4- - - _ - -- _-- -- ----T- - -- - -T- - - - -69+00-T_ -T� __ - -T - - - - - - - _ - - - =T= - - -T -� 1--- --_ ew - - -_ - __51RIM RIM= 65G I I 5 643.13 = I ORM I TAKB PROTECT EXISTING 644.53 = 11 - -�- �- - f35 6a-1-__ MOVE EXISTING CURB STOPS AND MONUMENT SIGN 645.11 = IE 36" RCP (5) 645.16 = IF 36" RCP (W) DELIVER TO PROPERTY OWNER DELIVER ALL). EXISTING HANDHOLE TO INCIDENTAL TO PAVEMENT REMOVAL. BE RELOCATED (D.05) H V V I ► 1 PROTECT EXISTING LIGHT POLE OWNER TO REMOVE EXISTING LIGHT PROTECT EXISTING UTILITY POLE POLE; CONTRACTOR TO REMOVE EXISTING LIGHT POLE BASE. SAWCUT FULL -DEPTH (78 LF) AND REMOVE PCC PAVEMENT (46± SY) $' pg1 �` 0 P��? OPp� O C°e GGQ�'A C�yC°PC2 j�eC 5 i Sf-I IVCf-1QTT[-:f �y C� Cedar Rapids IA Iowa City, IA Des Moines IA Shive-Hattery, Inc. 2834 Northgat DRAWN BY1 JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL Drlve, Iowa Clty, Iowa 52245 JOHNSON COUNTY 111234-0 SITE PREPARATION & DEMOLITION PLAN NO, SHEETS A R C H I T E C T U R E= e N c 1 N E E R I N C Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY: KPT DATE, 06-05-12 1 02,03 q,2TFsT Fp O`F OS 11� ti��syA cFs l Ts��s�'� J \y\ Toesr \61 \\\ T6p OZF \ e�0 tip Y\ \ �0�y TF Gj 10 F� , Ly�C, \\�` \ REMOVE BOLLARDS (2) NY 9 00 T�Op,SOI y\ \ REMOVE AND REINST "NO OUTLET" SIGN (WORK BYO ER) TO 9CS' ACCOMMODATE WA R MAIN WORK. CONTRACTOR T COORDINATE. REMOVE AND REINST L "STOP SIGN" A SOUTH EDGE O STORM INTAKE (WORK BY OWNER). AVOID TORM SEWER BELOW. STOP T BE IN PLACE AT ALL TIMES, INSTALL PORARILY IF NEEDED. CONT ORT OORDINATE. \ JF` O REMOVE PCC DRIVEWA 32± SY) a41 5 5 11 P r✓O / \ 0 (\� 9 x ST M INTAKE / SA CUT FULL -DEPTH (220 LF) RIM = 4.43 O \ AND MOVE HMA PAVEMENT 641.9 - L 15" RCP (W) (695± S TO NEAT EDGES ss couRT O / ,' x `\ G• °° q� STORM MH x.160 05 L`C � ' / O`rc(` RIM = 644.62 / 424 HIGHX 641.97 = IE 18" ADS N) RANSHAW LIMISTORM INTA E 642.27 = IE 12" ADS +'1 - / / \\ // R� RIM = 645.15 PROTECT 642.70 = IE 2^ ADS (N) �/ \\ ,/ EXISTING SIGN. 642.75 = IE 2' ADS (E) R OVE FI DX�cc s76''bR9 \ 'ARD STREET I O RC \ 1 11 I I I I O I I REMOVE 11 LF OF 18" RCP (INCL. FES) REMOVE GUARDRAIL (13 LF) REMOVE EXISTING STOP BAR (38± LF) AND LANE LINES (81 LF) TO ACCOMMODATE NEW IVATE SEC ITY LIGHT TO BE PEDESTRIAN CROSSING (REMOVAL IS a �q� REL ED BY D -AMERICAN cQq INCIDENTAL TO NEW PAVEMENT MARKINGS) o A �! E RGY. ONTRACTOR TO LF! OORDINATE. SAWCU ULL-DEPTH (50 LF) EXISTING AND REM E HMA PAVEMENT r„o ° HANDHOLE TO BE (11± SY) TO NEAT EDGE (OFFSET 60 D� RELOCATED (D.05) 4 -FOOT FROM RIGHT-OF-WAY). 222 DCUGLp MARKO X, eQo KEENNER REMOVE 8 LF OF EXISTIN& 10 l �� X �/ �'cp o ADS STORM SEWER PIPE (REFER TO SHEET D.06) c 0 l � I La A �� cess SR9 2 q 1 Iti 0 REMOVE AND REINSTALL TRAFFIC SIGN (WORK ° :�i BY OWNER). CONTRACTOR TO COORDINATE. 705 A \ 00 = z I REMOVE EXISTING 1 SAWCUT FULL -DEPTH (69 LF) � PCC WALK (42± SY) REMOVE EXISTING AND REMOVE HMA PAVEMENT REMOVE EXISTING PCC D m m 1 PCC (97± SY) (184± SY) TO NEAT EDGES REMOVE GRAVEL WALK (35± SY) REMOVE EXISTING O DRIVEWAY (15± SY) PCC (33± SY) 1 C I REMOVE EXISTING GRAVEL REMOVE GRAVEL G ALLEY (13±SY) DRIVEWAY (24±SY) D I MILLER ORCHARD COMMUNITY GARDEN gp9 ORCHARD STREET U) O 96 ORCHARD STREET 815 ORCHARD STREET 811 ORCHARD STREET CHRISTIAN A �. LF FRED KESTELNANCY S NELSON, JAY W7 MANN, I --- ----------- q' N, -i HOWALTER, E I Ifs - _--- APPROX. LOCATION REMOVE EXISTING o (�„_ _ _��- -- " -- O OF SERVICE VALVE 4+ay g PCC WALK (50± SY) "�� ROX.LOC TVE ��l 1 OF 9ERVICEV VE < �f[pv• ----------- -ROW -- �D i T f FLOW 30 0 - 0---------- C I � — - I— I--�----------rte- I _SAI!, - — "I-- I - - - —W -----� OF�CHAF D STk TIII 1 p-----------�I-FrI � ---- - T--E�+------i-i---+-------+---- ------ 1-1-------+------ II I , I — —T— — —T— —--{Yi---- O O (� -G- �G �R9W— — — �J — a m ° D �1 _ m °_� - D APPROX. LOCATION REMOVE AND I 5 D EMOVE PCC S REM VE PCC OF SERVICE VALVE 1 REINSTALL v > DRIVEWAY (28± SY) DRIVEWA (23± SY) 0 0 ( ORK BY IGH m N TREE REMOVAL OWNER). I 1 c (BY OTHERS) D CONTRACTOR TO o = COORDINATE. < m D I -CP EXISI ING SIGN. °2 s REMOVE AND REINSTALL TRAFFIC SIGN MIDWAY BETWEEN WALK AND CURB (WORK BY OWNER). CONTRACTOR TO COORDINATE. KEY c10 PAVEMENT REMOVAL gxti REMOVE STORM SEWER m O m o r D yTs, qty eROS, r n Z �C (n , m z H N -CP EXISI ING SIGN. °2 s REMOVE AND REINSTALL TRAFFIC SIGN MIDWAY BETWEEN WALK AND CURB (WORK BY OWNER). CONTRACTOR TO COORDINATE. 0 15 30 60 SCALE IN FEET 190Q DEMOLITION KEY c10 PAVEMENT REMOVAL gxti REMOVE STORM SEWER XREMOVETREE yTs, qty eROS, �C r 0 15 30 60 SCALE IN FEET 190Q DEMOLITION KEY PAVEMENT REMOVAL GRAVEL REMOVAL REMOVE STORM SEWER XREMOVETREE D ' Cn Z 0 15 30 60 ) I 1 I SCALE IN FEET Im O SH IV CF-IA-rTER T` Cedar Raplds, IA Iowa CRy, IA Des Moines, IA Shtve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BYI JDB DATEI 06-05-12 PROJECT NUMBER S MEET TOTAL — SHEETS ARCHITECTURE- ENGIN LERIN Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 JOHNSON COUNTY 111234-0 SITE PREPARATION &DEMOLITION PLAN C2,04 N (75 F) m mC K r- 0O mm 0 C 2 rZ1 (n m D D :E ZO a G) V rn ;u m AD I+ CO 00 I I I � I I I I 1 0 15 30 60 I I n 1 SCALE IN FEET I ( D I T p I I D I n_ I I m_ � I N REMOVE PCC WALK (171 SY). SAWCUT FULL -DEPTH (33 LF) AN � REMOVE PCC PAVEMENT (9± SY�. REMOVE GRAVEL m REMOVE PCC WALK (4± SY) D DRIVEWAY (29± SY) - J ---------------------------------- ----------- PROTECT ______________PROTECT EXISTING MAILBOX ---- ---------------- --------- - - DURING CONSTRUCTION, TYP. ---------------- _ - - - m _________ _ Z FULL -DEPTH SAWCUT (17 LF) _____-------------------------------------------------- ----------------------------- - - - - - _ � m O AND REMOVE CURB AND -------------'-- 1�€iv10VEPCC WALK (6t SY) _ _ — - - - - ;TORM INTAKE MILLER AVENU GUTTER (4± SY) _ - - - Rew-- RIM = 662.96 - - Nm0Vc PCC WALK (5± SY) OE REMOVE PCC WALK (9t SY) x59.16 = IF 1z' RCP (W) - --RM=6fip63KE MILLENUE —— - 1 656.93 = IE 21" RCP (S)-� - - _ RELOCATE BOULDER 11 667 03 = IE 15" RCP (N) WORK 13Y PROPERTY! - � - �h _ o _ — �-�-- - —(— - MULCH MULCH �E I 1 1 ( I (� %� � OWNER) — ) _ ROW- -_----` �_ 676.89 $ IE 4 -- - °°_ 15" RCP (S)- 1 --------E-- - _(---� _ r ---- -�M--I-L- I C ______ 677.09=1E 15"RCP (N) ------ REMOVE PCC 525 to fTl — M — - _ - ) O ( O — — — — BUSS, ANNA WALK (11± SY) GRASS _l - G + GRASS-- - y - -- - p m 830 8<0 NA Z - 1 MUI BUSS, -GRA S - ,,,wMULC o Ir r 934 BUSS, ANNA D I 3e�f - � 93B BUSS, ANNA LI ^�LE 1AWKS LI_C MUL MU PARCEL tot sa27oo7 sae USS, ANNA FUL -DEPTH SAWCUT (12 LF) AND f`"� ° 942 LOT 46 KD PROPERTIES LLC F o 4 FULL -DEPTH SAWCUT (18 LF) AND 44 RE VE PCC DRIVEWAY (341 SY) l�/f - EXI TING STOP 80X REMOVE PCC DRIVEWAY (471 SY) 952 ry : AHNKE, HELEN M &WILLIAM AH KE, HELEN M &WILLIAM MOVE PCC WALK (13± ST REAL ESTATE PRTNRs P YER. Tlnao', N REMOVE G VEL FULL -DE TH SAWCUT (18 LF) AN (2" ATER SERVICE) c szo REMOV PCC DRIVEWAY (35± SY SY). SAWCUT FULL -DEPTH N N DYKSTRA REAL ESTATE DRIVEWAY (2 t SY) (11 LF) AND REMOVE D w 520 REMOVE G VEL EXISTING CURB RAMP v FULL -DEPTH SAWCUT (19 LF) AND D KSTRAREALESTATE REMOVE GRAVEL FULL- PTH SAWCUT (11 LF) A D DRIVEWAY (2 t SY) REMOVE PCC DRIVEWAY (27± SY) DRIVEWAY (36± SY) REMO E PGC DRIVEWAY (17± ) m REMOVE GRAVEL — O REMOVE INTEGRAL CURB (6± LF) DRIVEWAY (15± SY) O FULL -D PTH SAWCUT (17 LF) A D > REMOV PCC DRIVEWAY (26±S ) REMOVE EXISTING CROSSWALK MARKINGS WITHIN m BENTON STREET ( ± SF; REMOVAL IS INCIDENTAL RELOCATNDSCAPING IN AREAS TO NEW PAVEMEN MARKINGS). CITY OF IOWA CITY TO RELOCATE PED STRIAN CROSSING SIGNAGE. p SHOWN( RK BY PROPERTY OWNER) m TO ACCOM ODATE NEW WATER MAIN WORK (CO TRACTOR TO COORDINATE). o I o v 0 REMOVE PCC WALK (16±SY) r m REMOVE PCC WALK (13±SY) _ OFULL-DEPTH S WCUT (9 LF) F LL -DEPTH SAWCUT m PROTECT EXISTING AND REMOVE CC 12 LF) AND REMOVE O RETAINING WALL ) m PROTECT EXISTING DRIVEWAY (21 SY) PCC ± SY m r- RETAINING WALL A O O FULL -DEPTHS WCUT (18 LF) AND PROTECT EX STING N O C O REMOVE PCC RIVEWAY 26±SY RETAINING ALL O o m VE PCC m m ( ) FU ) DEPTH SAWCUT (9 st 1 BUS .ANNA M o m M -i L DRNVEWAYO35± SY ANNA : l - - -<-- A FULL DEPTH AWCUT (19 LF) AND ( ) 823 819 - M m i, z * m EMOVE PCC SIDEWALK 5t SY TO REMO E GRAVEL 2.25 MANGIN, JUIIAA -I O ) REMOVE PCC RIVEWAY (35± SY) BUSS, ANNA M R TMAN, MITGHEIL L fes\ ° o D O m DRIVE AY 16± SY m Z � cn EAREST PANEL OUTSID NEW ( ) 8,'9 cAi �<, m D RIVEWAY LIMITS ° 903 \ST RN IOWA PROPERTIES A CITY RENTAL HOUSES LL 909 BUSS, ANNA I� ° I '� Z'1 Z0 E IL -• - m� _ 9 1 MO & JO ENTERPRISES LLC M & JO ENTERPRISES LLC 927 CERA DEAN L r 929 WICKHAM, ROBERT -- 1011 DYKSTRA REAL ESTATE 1013 HAENDEL, RIC ARDS 1019 DYKSTRA REAL ESTATE - 101+75 520 DYKSTRA REAL ESTATE TRo — R _ — _ nv A REAL ESTATE - _ — ��p� —T— ss+o _ I -- Y_'r — -- of m �- r� fdJ��. 1022 HUDSON AVENUE Re RA9SH7M CflpnMDI-PARTMEF - yfi+o - - +ee _W -_ - 6~ H DSON AV NUE O r CHAIN LINK GATE — —I- —_ -cJ- -e - -— 0-=!= -moi X F HUDSON AVEN E -}-- - --1 _ _ I I -R 0m FT1 "4 m ° w - IT -� O nR8W— m r O c� n FULL E H SAWCUT (11 LF) AND REMOVE PCC ALK (7t SY) -R0 < m REMOP C DRIVEWAY (17± SY) X 0 1 n� n m REMOVE G VEL DRIVEWAY( 2± SY) ° n ° R MOVE PORTION OF WO D FULL -D PTH SAWCUT (9 LF) AN REMOVE GRAV L REMOVJG VEL FULL DEPTH SAWCUT (10 LF) ND R TAINING WALL (SHEET .08) REMOV PCC DRIVEWAY (36± S DRIVEWAY (191 Y) DRIVEWAY( 5± SY) REM VE PCC DRIVEWAY (19t SY) R MOVE GRAVEL r D IVEWAY (141 SY) FULL- EPTH SAWCUT (10 LF) ND N FULL -DEPT SAWCUT (16 LF) AND REM E PCC DRIVEWAY (15± Y) m a o m A REMOVE P DRIVEWAY (23± SY) n r z o < o z p m Q W n S V v 'L 0 0 0 o w co co cv -I Z Z xD rn a no o a nNi o m D n O D Z 2 `O O�Zm 2 = D D D n 2. m m D Z p n 7J v D ' �Z�� r � > O N n D N N > m 0 D z n 'n r o n o z r `o D A IT < _ I I I � I I I I 1 0 15 30 60 I I n 1 SCALE IN FEET I ( D I T p I I D I n_ I I m_ � I N REMOVE PCC WALK (171 SY). SAWCUT FULL -DEPTH (33 LF) AN � REMOVE PCC PAVEMENT (9± SY�. REMOVE GRAVEL m REMOVE PCC WALK (4± SY) D DRIVEWAY (29± SY) - J ---------------------------------- ----------- PROTECT ______________PROTECT EXISTING MAILBOX ---- ---------------- --------- - - DURING CONSTRUCTION, TYP. ---------------- _ - - - m _________ _ Z FULL -DEPTH SAWCUT (17 LF) _____-------------------------------------------------- ----------------------------- - - - - - _ � m O AND REMOVE CURB AND -------------'-- 1�€iv10VEPCC WALK (6t SY) _ _ — - - - - ;TORM INTAKE MILLER AVENU GUTTER (4± SY) _ - - - Rew-- RIM = 662.96 - - Nm0Vc PCC WALK (5± SY) OE REMOVE PCC WALK (9t SY) x59.16 = IF 1z' RCP (W) - --RM=6fip63KE MILLENUE —— - 1 656.93 = IE 21" RCP (S)-� - - _ RELOCATE BOULDER 11 667 03 = IE 15" RCP (N) WORK 13Y PROPERTY! - � - �h _ o _ — �-�-- - —(— - MULCH MULCH �E I 1 1 ( I (� %� � OWNER) — ) _ ROW- -_----` �_ 676.89 $ IE 4 -- - °°_ 15" RCP (S)- 1 --------E-- - _(---� _ r ---- -�M--I-L- I C ______ 677.09=1E 15"RCP (N) ------ REMOVE PCC 525 to fTl — M — - _ - ) O ( O — — — — BUSS, ANNA WALK (11± SY) GRASS _l - G + GRASS-- - y - -- - p m 830 8<0 NA Z - 1 MUI BUSS, -GRA S - ,,,wMULC o Ir r 934 BUSS, ANNA D I 3e�f - � 93B BUSS, ANNA LI ^�LE 1AWKS LI_C MUL MU PARCEL tot sa27oo7 sae USS, ANNA FUL -DEPTH SAWCUT (12 LF) AND f`"� ° 942 LOT 46 KD PROPERTIES LLC F o 4 FULL -DEPTH SAWCUT (18 LF) AND 44 RE VE PCC DRIVEWAY (341 SY) l�/f - EXI TING STOP 80X REMOVE PCC DRIVEWAY (471 SY) 952 ry : AHNKE, HELEN M &WILLIAM AH KE, HELEN M &WILLIAM MOVE PCC WALK (13± ST REAL ESTATE PRTNRs P YER. Tlnao', N REMOVE G VEL FULL -DE TH SAWCUT (18 LF) AN (2" ATER SERVICE) c szo REMOV PCC DRIVEWAY (35± SY SY). SAWCUT FULL -DEPTH N N DYKSTRA REAL ESTATE DRIVEWAY (2 t SY) (11 LF) AND REMOVE D w 520 REMOVE G VEL EXISTING CURB RAMP v FULL -DEPTH SAWCUT (19 LF) AND D KSTRAREALESTATE REMOVE GRAVEL FULL- PTH SAWCUT (11 LF) A D DRIVEWAY (2 t SY) REMOVE PCC DRIVEWAY (27± SY) DRIVEWAY (36± SY) REMO E PGC DRIVEWAY (17± ) m REMOVE GRAVEL — O REMOVE INTEGRAL CURB (6± LF) DRIVEWAY (15± SY) O FULL -D PTH SAWCUT (17 LF) A D > REMOV PCC DRIVEWAY (26±S ) REMOVE EXISTING CROSSWALK MARKINGS WITHIN m BENTON STREET ( ± SF; REMOVAL IS INCIDENTAL RELOCATNDSCAPING IN AREAS TO NEW PAVEMEN MARKINGS). CITY OF IOWA CITY TO RELOCATE PED STRIAN CROSSING SIGNAGE. p SHOWN( RK BY PROPERTY OWNER) m TO ACCOM ODATE NEW WATER MAIN WORK (CO TRACTOR TO COORDINATE). o I o v 0 REMOVE PCC WALK (16±SY) r m REMOVE PCC WALK (13±SY) _ OFULL-DEPTH S WCUT (9 LF) F LL -DEPTH SAWCUT m PROTECT EXISTING AND REMOVE CC 12 LF) AND REMOVE O RETAINING WALL ) m PROTECT EXISTING DRIVEWAY (21 SY) PCC ± SY m r- RETAINING WALL A O O FULL -DEPTHS WCUT (18 LF) AND PROTECT EX STING N O C O REMOVE PCC RIVEWAY 26±SY RETAINING ALL O o m VE PCC m m ( ) FU ) DEPTH SAWCUT (9 st 1 BUS .ANNA M o m M -i L DRNVEWAYO35± SY ANNA : l - - -<-- A FULL DEPTH AWCUT (19 LF) AND ( ) 823 819 - M m i, z * m EMOVE PCC SIDEWALK 5t SY TO REMO E GRAVEL 2.25 MANGIN, JUIIAA -I O ) REMOVE PCC RIVEWAY (35± SY) BUSS, ANNA M R TMAN, MITGHEIL L fes\ ° o D O m DRIVE AY 16± SY m Z � cn EAREST PANEL OUTSID NEW ( ) 8,'9 cAi �<, m D RIVEWAY LIMITS ° 903 \ST RN IOWA PROPERTIES A CITY RENTAL HOUSES LL 909 BUSS, ANNA I� ° I '� Z'1 Z0 E IL -• - m� _ 9 1 MO & JO ENTERPRISES LLC M & JO ENTERPRISES LLC 927 CERA DEAN L r 929 WICKHAM, ROBERT -- 1011 DYKSTRA REAL ESTATE 1013 HAENDEL, RIC ARDS 1019 DYKSTRA REAL ESTATE - 101+75 520 DYKSTRA REAL ESTATE TRo — R _ — _ nv A REAL ESTATE - _ — ��p� —T— ss+o _ I -- Y_'r — -- of m �- r� fdJ��. 1022 HUDSON AVENUE Re RA9SH7M CflpnMDI-PARTMEF - yfi+o - - +ee _W -_ - 6~ H DSON AV NUE O r CHAIN LINK GATE — —I- —_ -cJ- -e - -— 0-=!= -moi X F HUDSON AVEN E -}-- - --1 _ _ I I -R 0m FT1 "4 m ° w - IT -� O nR8W— m r O c� n FULL E H SAWCUT (11 LF) AND REMOVE PCC ALK (7t SY) -R0 < m REMOP C DRIVEWAY (17± SY) X 0 1 n� n m REMOVE G VEL DRIVEWAY( 2± SY) ° n ° R MOVE PORTION OF WO D FULL -D PTH SAWCUT (9 LF) AN REMOVE GRAV L REMOVJG VEL FULL DEPTH SAWCUT (10 LF) ND R TAINING WALL (SHEET .08) REMOV PCC DRIVEWAY (36± S DRIVEWAY (191 Y) DRIVEWAY( 5± SY) REM VE PCC DRIVEWAY (19t SY) R MOVE GRAVEL r D IVEWAY (141 SY) FULL- EPTH SAWCUT (10 LF) ND N FULL -DEPT SAWCUT (16 LF) AND REM E PCC DRIVEWAY (15± Y) m a o m A REMOVE P DRIVEWAY (23± SY) n r z o < o z p m Q W n S V v 'L 0 0 0 o w co co cv -I Z Z xD rn a no o a nNi o m D n O D Z 2 `O O�Zm 2 = D = D n 2. m m D Z p Z 7J v N �Z�� Om > O N n D N N Z m D li <�rvrl< z m fr- r o n " z `o D A IT < _ r m m[[[��111 r n A m z N 7J Z m DM_ N y Z A O > m D Dr = x m,COz 0 m O -A O n A n yC7-0A gp r6m03 rn 3 Z O is D 0 0 m Cedar Rapids, IA Iowa Cit IA Des Molne IA Shive-Hatte Inc. 2834 North ate Drive, Iowa Cit Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 PROJECT NUMBER SHEET TOTAL SHIVEE:HAT-F Y P v, ry, g x JOHNSON COUNTY 111234 0 SITE PREPARATION & DEMOLITION PLAN NO. SHEETS A R C H I T E C T J R E- E N G I N E t R I N c Moline, IL Bloomington, IL Chicago, IL (319) 354-304D Fax (319) 354-6921 CHECKED BY: KPT DATEi 06-05-12 02,05 N t3 21 SUNSET ST i KAMPFE• �ANNEET SUNSET STREET / (SHEET K.01) \ --r-----T----- -- I � I �I j I II I'\ \\ \ \ # _ --------- -?----- STA 11+25, 6.00' LT. OL) i \ (HYDRANT REMOVE EXISTING HYDRANT, INSTALL NEW HYDRANT WITH AUXILIARY VALVE. HIGH POINT = 679.50 1323/132 SHELTE OUS HLEY DRIVE ECOA4MUNI / II i -O�y -r------i-----r-----f^----�---- _ 1313 EY i \\ --- 'KO�F D)21VE ` � ___- NORMA i Q� AREA INTAKE (SW -512; 30" DI ;TYPE 5 CASTING) STA 13+85, 13.50' LT /L RIM = 674.65 \ \ t3o3A5 672.60 = IE 15" RCP (S) / _ - ------L----- I .J �r -- -� \ \ \ \ \ -- -��_ �..- \ �i \ - ` A880_r EYIAS DRIVE 7.1 \ / --- (/)1----- r K _ - - _r_ \ \ \ \ \' - = �ZRpIM _ _ -- ASHLEY DRIVE WALK \ �,. CONNECTION (SHEET K.01) // _ LZ r_ - 1 +pp \ Y''>£� - _ \-<= - _ _ - _ _- t.6 - - -- -_ 1216A PARK, tiAN EY �iMVE / v V / • CO - --- \ _ �_ � - - \ � _ - _ _ -HONE -_ Cs -� \ _ - T ` _ _ _ _ _ _ 680 _ ' - IRI " $7� - - _ - -- - _ - -_ -- -._ -_ _- - -- - _ _ - "_ YM0 ND- - -F£rh-- _ _- _ _ - __ _ -_ - _ 73XUO `= _ - _ _ _ _ -. - -- _ - -_ _ -- _ _ - - / / / �` // STORM INTAKE = 68030 - 1,11M '- 676.00 -- !E "b' RGa (E) - / - - -- _ _- - - - = 201+5011 I _ UNIFORM TRANSITION BETWEEN -` _ _ _ 1 _ _ _ -- _ - _ - _ -- _- _ _ _ _ - _ _ -- _- - 682 -- - -- - - - - - --�-I 10' TRAIL AND 6' SIDEWALK - - _ 14+0p _- _ - - - - - - _' _ - I / ALONG FULL LENGTH -OF -CURVE. �-- -(--__ _ - - .. _ - - - --__-- ----_ _�RADETODRAIIV- _ -- s L4 'rte (I soFAII II iI II -\ W/!/ -W- - --W-_W� / --W 6A21- 34 LF OF 15" RCP AT 1.00% -W-- \ V \ -_oma STA 13+65, 22.00' RT. _ 672.20=1E 15"RCP FES -- - - -- _ 6•°,°o94F \\ \\-�s-------_ 6� �r 1 71 T y ---- -� _ --- - - - - -- - tea- - _ _ - _-._ ___ __ ._-6 _ - - - - - - - - - - - - - - - �rj - - - _ _ - - _ - _ - - - _ - _ - - 6 y-- c - - - - - /� - _ - - _ - _ _ . - - STA 15+93.82 - STA 200+54.60 --- CIO - - - - -- " TA 16+07.80 1 �5(f RT. r --- o 675.00=1E 15" RCP FES - ------ ---- --_ -s - ry 66 LF OF 15" RCP AT 0.84% - --- AREA INTAKE (SW -512; 30" DIA.) GRAVEL STA 16+77.00, 7.10' LT. PLACE 18 TON OF MACADAM STONE RIM = 679.50 H WY 1 (18" DEPTH) ON FILTER FABRIC. 675.72 = IE 15" EX RCP (NW) 675.62 = IE 15" RCP (SW) PLAN VIEW: TRAIL SCALE: 1" = 20' e.� HP STA = 12+01.90 HP ELEV = 678.98 PVI STA = 12+10.00 690 PVI ELEV = 679.20 690 AD= -0.02 L r - HP S7 A=16+93.27 - ---------------- ---------- - 40 - _ -STA-=-14+1-2.85-- - ---------- ---- ELEV ----- --- - ---- --- -------- HPE EV = 679.38 75' -VC 1676.37 P I STA = 14+1006 PVIS A= 18+85.06 -------------------------- --- ---- -- PVI STA = 0+92.30 --------------- ---------- ----- PVI STA = 10+98.30 ----------------- --- ---- ----- --- ------ -- - - - - - - - P I-ELEV = 676.20-- - ---- ------ - -- - -- ---- - - - - - - ---- -------- - _ _ - -PVI-E - -- -EV =679:48------ ------- -- _ _ --------- ELEV 678.25 _ ELEV = 678 24 -- ---------------- --- ---------- ----------------- - - - _ -AD-0:03-- --- ----- - --- - - - -_ _ - - ------------------ - --- - ----- ----- _ - - - -------- D - -0.02 685 U) 685 _ ________________ __ ________ ______ ___ _________ ____ ----------- _____________________N ____ -. __ -.. -.- --- .__. --- _----------- (� --------- 50' VC -_. _.. _. __.. ___ 50' VC PVI STA = 10+84. 0 PVI STA = 11+16. 5 + -- _ ___---------------- ------- ___ ___________ _____ ____--_.._ _ _-___ _________ ______ _________ ____ - __-_..---------------.._____. _.- - PROPOSED _. -___ ______ ______________ ____ 0 --ELEV = 678.5 ___________ _ ELEV = 678.30 _ ________ ____ - __________.•• ____ ______-__-.-. _.__..-.. -. N r - - - ---- OUD - - - OO - _ _. _-_._.. _____ --- ___._ GRADE (TYP) - o m (D_ ._ ..._. __. ___----------------- ------------------- ____ _________ _ _-........ __________ ------------------- __ _____. --__.. - _____ _ __ CD u�-. ".. _. _____ -____.-________ __.. _.__.. _-. - ---- _. -.. _._____ _ ______.. _..-__...-.- _ ___ _+ CD -6j- 680 680 _; w __ _. _ ___. __ __LO (��O__ __ _ _ ______ _. __ __ _ _M - _. _ __. __-___ ____ __ - ____ -._. _____ - _ _ ________________ .__________..____ _. __ _______. -. __ _ _ _. __-___ _ __. .______________ ______ U- r W Lu sap (7.32% 0-97% ---- --� - --- ------ -- --- --- - - v U - - - v v - - --- - ------ --------- ----- - ------ ---- - - _ ----- --------------- --- ----- - ---- - --1-.50% m °°- --- ------- - - -- - w --- -- - ------------- ------- - - _ 1.19 - 0 -- - ------ ----- - - -- -- --- - - - --- -0.17 - - -- -- -- ------------ -- _ _ ----- - - - _ - - _ - -- ---------- - - - ---------- ----------------- -------- - - ----- ------- --------- W ----- --- -- - ------- --- ---- - - ----------------- - -------------- --- - --' --------------- -- ------- - ------------------------------------------------- -------- ----------- - - ------ -------------- ------------------ ------- ----- - ------------------ -------------- --------------- ----- ------- -_ -- ----- --- ----- 675 �`- ---- ------ ' _ 675 -------- ------- ------ B'=0"1NIDT PCC -WALK------- T010' - O" WIDTH P TRAIL- - - - - --- '_-------------- - - - - - ----- ----- - ---- - --- -- -- - _ _ - - -- - ___ -- --- - - - - ------------------ --------------- ---._.._..______-. _. _.------- _--- _----- .------------------- ___ ______________ ____ ______________ ____ _________ ____.______________.___ -.. _....-- --___ __ - ____ _. --- - ..______ EXISTING GRADE (TYP) 670 670 CD ("7 LL] N N Go rh 1. N O iA O 00 41 W 0) W (n co n O Co O N (f . LO r 00 'a O (� N n f� r d. OD W 0 co 00 CD C. n N ap r N e} 00 W W 7 T E. C M m OJ N aD 6 P- O O V N M^ W M r N r N N N �p f") h (6 (") 6 (") ^ (`1 r V r V 06 7 V r� 06 In (p CO f� O r� W - r - O(D t- r` CO ^ n^ O n (O n t- co n - A n O n r W f� O n n O n O n N UD h n (D 1' 1` [O n P- co N N n 1' n h n n r N CO CO W O (0 0 0(0 O O O O O 0 O O O (0 � (0 m� O O O (0 0 O to (0 to o O 10 10 50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE VIEW: TRAIL SCALE: 410RIZ> 1" = 20' 1 <VERT> 1" = 5' SHIVE-I-IATiE-RY Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE, 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 SHEET N0. TOTAL SHEETS CHECKED BY; KPT DATE. 06 -OS -12 D,01 A R C H I T E C T U R E- E N c 1 N E E a I N G Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 PLAN AND PROFILE ---- --- - -_---- --.--- PARCEL 1016353001 ------ ------- --- _ GRADE TO STA 18+75,-14.00' LT. _- _ --- - -- y - DRAIN '' -- - -- 677_00 = I E 15" RCP FES - - 1209 ED1 - - - - - - - - - - - - - - - _ _. APEI, GREGORY n RENN- ..- - - LE DRIVE -- - - - -- 3RED NGALE.DRIV - - _ - -- -- - _ DRI LAT/- E--"--- ------ -`-- _ ---i-684---0 --- ------ ---------- - F� / ~"'•- -- ---- AIDE VE KENTG -_---------- _ _ - � ''^----- ------- -- - - ----_ -- , JOHN - DER ---- � _ ------ - -- - - - - __ a ----- - - --- ----- - _ __T- ----- ----- i W -�-� 18+pp - - '- - --_ ---__-:_ _.. -------+=-=�- =C1(T� - 33k10 0 681 - - -- - - 19+00 RAISE SAN MH _- - C7 RIM TO 679.00 (+2.1 -FEET)___ --- -- - - --- _ _�-�----------- L_ _ __ _ _ _ _ 1 _ 48 LF OF 15" RCP AT 0.80% -- - - - - ---- - --eEO-------------- -/ a ------- ----- --------$----------- -------- ----e--------- ------------------- -------------- -- ----- GRAVEL 676.50=1E15"RCP FES - - - - - -- PLAN VIEW: TRAIL SCALE: 1" = 20' ."1 685 [Yi1] 675 CO O 1. CC LP STA = 17+59.38 HP STA = 18+32.90 LP STA = 19+07.89 HP STA = 16+93.27 LP ELEV = 679.06 HP ELEV = 680.15 LP ELEV = 678.76 HP ELEV = 679.38 PVI STA = 17+75.00 PVI STA = 18+35.00 PVI STA = 19+00.00 om QTA = •iaxac nn P\/I FI F\/ = 97A QA PVI FI F\/ = RAn AG PVI FI FV = 97A 50 PVI STA = 21+50.00 PVI ELEV = 682.50 AD = 0.02 K = 25.00 P A ELEV = 679.48 m _ N to AD 0.03 AD 0.06 AD 0.05 - --____ -- ---- -- 0 0 N_ 680.00 -IE 18" RCP FES------- 00 - (0 '/ - ' 50, VIC _ - - - 37 LF OF 18" RCP AT 0.60%ADJUST = 684. 98 - AD- =7.89 -------- ------ -- - K= _- - ----- STA 24+25, 20.00' RT. - - - K=8.81 _________ _________ K= 0.69 - / 16.00 678.00 = IE 18" R_CP FES- - " i L, H 1' V WY 1 EXISTING ABANDONED - GRAVE- _ _ �` ADJUST TRAFFIC WESTPORT PLAZA i - - - --" - ---------------K - 27.89. ---- - W 50 C-- VC _ SHEET R.01 ( ) 50 VC END, SLOPES FROM 50 VC - __ _MEDIAN TO DITCH PROPOSED _ o 0 00 - _ 685.20m ' _ - - 50VC --_.._._ - _ - - - - - - - - w --- --------- - --------- GRADE (TYP) - W--- --- ----- -------- - --------- - - ------------ - L6 C6 - - 0 -- --- ---- - - -- --------------' - ---------------- ------------------------ -------- -------------..ow ------------ ----- o v - --- ----------- - - -.-- -- -- - ------- - > d ----------------------- ----------- -- ------------ ----- ------- - ------ --- om ---------------- O°' - 0°`60 ---- -- ---------------------------------- 0� o n - - - - - - - .. - - .. - O - - ----- ____ _________ o -----o _________ _________ _________ ___________________.. o Ci m -.. --- ---- 0 -------------U) 0i _._.__---------- - o o �---+-(a m --------- ...__._..... _. -- m 1.- u') -1- m n--- ------------------- u') ---__-N 00--------------------------------- ------ ..___ ..________ _ _ - - - - - - - PROPOSED ------ �. - �.._ _ _..... - .... - U -->--- W-- 3.60% - --- -- - -- ---- ------- --------- con (n----------------------------------- - n +m n. + m + Com (a-- 1.73% + m m - ------ -- n m _ G RADE TYP C7 m m .. > m ---- > "' ._ _ _ _ __ 1.00% --- --- r V-... N U _____ _ U U O W $ C) O W -m _________ _ ________ _________ ___ O m .-W--------------------------------------------------------------Q----------------------- -rct) CID ------- ---------------------^ (n cr--------------------------- fri O U m -- rn U -> W > 00 $ N > lA > m --- --.._ v _- -..- W --------------- --..__- '-------- -------------.- -- ---. _- - -_ - - -- ------------- -_ -_ -.. - .. O p ---- g HP�T9 = - - 2±3z5Q Lo ----- 00 -- > -------- ---------------- ---- > W---------- --------------m'-----------------------w _ Y -- - - > - - -�--- W U - - -- O - - - t.8 % - - - - - - - - - - - _ _ -* - - -- j -----__- m w m w o •• W .. ��-- - _ --- N HP =884.98 N w min ---- - ---------- ------ - --- --------- III° - _ - - - -- - - - - _ _ . _ - - ---- ----- Pi _..cn - w =-fi8fi:59- Wtr 6i U VI -' - r CO w - --- ------ ------ ---- ----- ---- - -- --- - --- - -- -- -- --- --- - - ° --------- --- - ------- ---- ° m PVI STA - - w m _- .. - - ---- - - - - - - - ----- -- / - - - �> ------ - (n - - U�>1 ---- _ ----- - -------------- - - - - - -- _ ------ ------- ------ ----- ------ ---- ----- ------ PVI ELE _ -> --- - - K ='1.41 W>I-- - --_ - -_- - - - - -' - - m - ------AD = -0 w _ .05 - EXISTING------ - -- _---- ----- - - - _ -- ----------- AD=_ -0.03- - - 40' VC K GRADE (TYP) --_ __ K = 1.48 --------0.42 - --- ----- ------ 40' VC EXISTING co 7 `- O m 50'VC 0 V O V o 0 0 00 0 O --------------------------- 0 N -_ _ O co O m O O O r co O n O O co CP Cn tv m O 0) V O Co '0 O 0) CD GRADE (TYP) Co O C) O O; '- m O 00 N - eft O O N n n M O m � c,) m m O c0 V C. Cl) 0) c� O co O � O V O V O O to O O O � co O o.) I� O c.) N O Co O � O Cl)O M� � O M M N O CO In m O N O I- O m O M O 1� n co W Q? 00 m m m O V Cl) m (0 O m O rn fD Dj n " of C- n m n 0I n Ci c0 O CD 0) n m W n CO n of n m n O n O n O n ro n n N n N CO C7 o V `o V Co V 0° I� CO n O n W r. O 1' O N O n O m O r- Co n CO n W n co n W n co m W Co O eo co W (o ao O o W 00 CD m co ao W 0o (O (0 O W O O (0 CD O O 10 O O O O O O O O O O O W W O O 16+50 17+00 PROFILE VIEW: TRAIL SCALE: 410RIZ> 1" = 20' 1 <VERT> 1" = 5' 18+00 19+00 20+00 QC:111, 22+00 ( 685 mm 675 .3 22+75 ------------- ---_ ------ `-- - - --- --- - ---- - -- - - - -- - -i - - -- -- - -- - - ---- - - - - - -- - - - - - - -- 70&-- - - - - - 's s �t - - - - - -- - REL-0CATE MAIhBOX OUTSIDE - - - - - - - - - - - _- - - - - -_ - - -- - -'- - � `�- __ - - - - _ �-��--�y �i - - - - - -AREA INTAKE (SVV-512 36' DI%c.r _ - STA 27+70, 71.00 tT -------- - --- - --�`� ---- - ---- =4s F 'ti _- -- - --------6L-EARZONE-SOUTHOF'TRAIL' - \\ --- _ --------- - STA24+52.-25, 14.47=L"1=------------ - \` c�a --- - ---- _------------ssa---- - -- ----- G----- _' - - - --- - +;91 ---- _ 31 - - - - -- - - ---- --- a - P - - -- 1 - - - - -- --- ---- Id -686:56 - 4 7�LF OF 8 RCP A'I. 0 ---------------- -- - l -RIC- --- ---- - - - - - - -- - -- - - - - - _ _ _ _ _ _ - _ - ' _ - - - 6785_- IE 1-2" � - - - - - - - -- - - - - - - (INCIDENTAL TO TRAIL PAV(NG),- ---- -- '�------------------��3--------_--- �= - --- _---crt35-- _ - - = E _FtEP )--- ----- -_--. f-` -- --- --- - - - - - - - - - - - - -------- --- --- ---- -1-2"RCP-6T ---_ - "-___------------- 1 - - - sa - - - - ---------- - -- - ------ / /- -/ / --.._. - - .. -- --- - - -- - --- ---- -_ ' � 67825-I C 67-8 25 1 - _ -_--�---_-----_-�_ CONNECT_TOEXISTIN_G_W_[TH- i _ `20 LFO_18"RCP AT 2_00°/a_- --------------- --- \� ---/ / /a -- -- -- ------ - - -' - -- - -s9 _ ---- r--- ---- sae --- _ ---------- _ - ss____- _ _ STA 90r14A \ _ _ _ - - - - ----- - - - - _- TYPSpC 2 CONCRETE _ - _ / _- -- _ f - =�-c - _---------es-- ---- __-- _- _---11 j 679.Q0=1E 18 0- FES \\ a, \ \ =�W //W .COLLAR (SW �1-)- _ � - 24+ 0: �''`- - - - - Aj - --664- _- _ - / - W / Got- \` Ji •itic \ - �` _ 10 I 25+0- -6�•ti3 26+00 s�� --- -� ---I--��----- - L42 - (-- - -- -- -- -- - - \ �_684 / _ PROTECT PLAN VIEW: TRAIL SCALE: 1" = 20' HP STA HPEL E' PVI STA PVI ELg ADd �i W LP STA = 25+05.77 LP ELEV = 681.35 00 09 PVI STA = 25+00.00 (16.1 a PVI FI FV = RR1-2n go 22±37_ 5Q__________- m _ N to AD STA 28+45, 23.00' RT. - --____ -- ---- -- 0 0 N_ 680.00 -IE 18" RCP FES------- 00 - (0 '/ - ' GRAVEL _ - - - 37 LF OF 18" RCP AT 0.60%ADJUST = 684. 98 H - -- - _- - ----- STA 24+25, 20.00' RT. - - ________ ______________-____________- RIM TO 68TRAFFIC 70 (+1.60 -FEET) i _________ _________ - - -- -- -- - / 16.00 678.00 = IE 18" R_CP FES- - " i L, H 1' V WY 1 EXISTING ABANDONED - GRAVE- _ _ �` ADJUST TRAFFIC WESTPORT PLAZA i - - - --" SIGNAL MH R v TO i HIGHWAY CROSSING _- -_ __ 12" RCP BURIED ON EACH W PLACE 24 TON MACADAM STONE 683.10 (+0.60 -FEET) _ SHEET R.01 ( ) END, SLOPES FROM - (18" DEPTH) ON FILTER FABRIC. - __ _MEDIAN TO DITCH PROPOSED _ 1 PLAN VIEW: TRAIL SCALE: 1" = 20' HP STA HPEL E' PVI STA PVI ELg ADd �i W LP STA = 25+05.77 LP ELEV = 681.35 00 09 PVI STA = 25+00.00 (16.1 a PVI FI FV = RR1-2n go 22±37_ 5Q__________- m _ N to AD 0.03 - --____ -- ---- - ____ 0 0 N_ + to 00 - (0 = 684. 98 - � - - - - ________ ______________-____________- _________ _________ ------- --- -K= 9.23.._. - $ �i N - - - -. _ -- 22+25.00 (n W PROPOSED - _ 685.20m - - oIri - - - w --- --------- - --------- GRADE (TYP) --- (_n W--- --- ----- -------- - --------- --------------------- ------------ - - 0 o 05 -- --- ------- -------- -----------------j --------------' --------- ------ ---------------- ------------------------ -------- -------------..ow ------------ ----- o v - --- ----------- - - -.-- -- -- - ------- - > d ----------------------- ----------- -- ------------ ----- LO _ _ _____ _ ° ________ _ ____________ ____ _________ ___-_____ _________ _________ _________ _________ ___________________.. _.__ _________________ N .. LLF ________ ____________________..____ I+n C-. ----_- ----- -.-. _ _ __-____. ----_. _ _.. _. _. (L a __ _____..__ __..___ ___ ________. ___ ___________. ._ _ __ ____ __ - __ _______ 0 - 98% ________ .____.. ..___ ..________ _ _ -- -- - _________ -2. ___ 07 _ __ ____ > -�= - U N W v --- - - - - - 1.73% - -.-.- - ------ -- ---- --------- _ --- > m ---- > "' ._ _ _ _ __ 1.00% �. 't- $ C) O W ____ _________ _________ _________ _ ________ _________ ___ . ._.._ _ ___ -_�- ._ _ __ __ o _ ______ -_ n $ N _ L P STA 28+58 52 ------ ----- ------ ---- ---- ---- ---- ---- ---- ---- ----- - - - - --- -- - - - - _ Y -- - - - _ - - -�--- ----.. �m - N� + o- CFELEV=683.62 'o�� +m -----__- o •• W .. ��-- - _ -...- / -. ..-- - ----- ----------- --- --- ----------__.- - - -' - - - ---- - ---------- ------ - --- --------- - - - _ - - - -- - - - - _ _ . _ - - --- - Pi _..cn •• =27+91.30 HP STA - ,- - HP ELE w =-fi8fi:59- Wtr 6i U VI -' - r CO w - --- ------ ------ ---- ----- ---- - -- --- - --- - -- -- -- --- --- - - - ------- ---- > m PVI STA 28+00.00 - O w m D 0.04_ - -_ --- - ----------- ----------- -------------------- --------------------------------------------------- ------------------------------------------- -- - - - - - - - en PVI ELE _ -> K ='1.41 W>I-- EXISTING------ - -- _---- ----- - - - _ - ----------- AD=_ -0.03- - - 40' VC GRADE (TYP) K = 1.48 40' VC co 7 `- O m 0 cD 0 V O V o 0 0 00 0 O O cD 0 N to O co O m O O O r co O n O O co CP Cn tv m O 0) V O Co '0 O 0) CD Co O C) O O; '- m O 00 N - eft O 00 ? m O m CD cn M m V m I'_ m a) o N (0 O co M O N m V m N r O d: 00 coCD V 6 c,•) N N N CO CV N C6 M M CO C6 V c1 co 00 (*j O (D CD (0 (o (D * tco o (0 O (0 (nD 15 (no to t0 100 m W (nD CD 10 (o 0 (OD cc (m0 (0 (Oo 10 (OD O ccc cc O W O CD O (D O O Co CO O 22+50 PROFILE VIEW: TRAIL SCALE d10RM, 1' = 20' 1 eTRb 1" = 5' 23+00 24+00 25+00 26+00 .'1 685 675 m 00 fD 27+00 28+00 28+75 ® r I SHIVCF-IA-FFERY DRAWN BY JDB DATE( 06-05-12 �ROJECT NUMBER SHLLI 1111HL Cedar Rapids, IA Iowa City, L Des Moines IA Shlve-Hattery, Inc. 2834 40 , Fax Drive, Iowa 921 Iowa 52245 JOHNSON COUNTY 111234-0 PLAN AND PROFILE NO. SHEETS A R C H i T E C T u R E t e N c i N E' R i N c Moline, IL ^Bloomington IL Chicago, IL (319) 354-3040 Fax (319) 354-6921 CHECKED BY. KPT DATE. 06-05-12 D,02 -_.RIM ---- ----- -- -- AREA INTAKESSW512; 36"DIA, - - ------ ------ - - —__ - �, _ ----- -- - - - -- - ��> -- --__—_---- -- _ - 31+03.8 MILT - - _--"---= -- --- — - - - 6 5603 m - 682.-40=IEO__.__{fA--- -l`w ---------- PROPOSED -- - - - -681.40-AE-24"-RCR-(4----- - - --------------- ------------------ ---------------- - ------------------ ------- ----------------- --------- _ ---------- _. -_- -- -- - .._637 --- - - -- - -- - -- --- --'-- --- - �- -- - '- ----- - - -- _ __.__________ __ --- __-- ______._____ -- - - -- ------ - -- - - - - --- - --------- - -- - - - - - ------ _ _-- __ �I -- -- - ----a. - __ - -- -- - - -- -- - -- -- --- F _j 01% _----- 684STANDING 1,7 _ _ —----�►-- -- --_— +00 680 �-41P17ATER 34 LF OF 24" RCP AT 6 00% - ------ - -- rl------- --- - AREA INTAKE _(SW512,3WDIA.)- --- --- ---sse--- --- -- \-- __- - -- �. --- --- 62a- - - --- ------ --- - - -- STA 33+30 16,00'L -T.-- - ----5& - - --- - - RIM=680.00--- - _ - - - -' - - - -- vin-- - - - - - - - - - " -- -- --- -- -- -- ---- - - ---sea---___ _-------- '\ \---- - - - - -- -r! — — C14 - --- — 15 16 ` - -33+00 -C15 - - —1 — L17 34+00 —� — — J _r ; -89? ------- - - ----moi �J-----.- _.--.- .---__ - -4cA------s9;- TON OF CLASS 'D' REVTMENi - - - - - _ c Ave . (36" DEPTH) ON FILTER FABRIC AND - - - - TOPDRESS WITH 45 TON MACADAM STONE. PLAN VIEW: TRAIL SCALE: 1" = 20' .•1 685 riii7 675 rn m n m 36 LF OF 18" RCP AT 0.70% � , i � _ -- - i! I I / �✓ STA 31+25, 27.50 RT. _ - STA 33+50, 21.50' RT. _--------- -- a� -- 677.50=118"RCRFES_ -` 35.00--_ - ,6790=IE24"RCPFES ---- _-__ ---- - - - - - _ ` ` \ - +-_ _PROTECT / EXISTING SIGN - -- ------------------ ---- ----- -- -- ----------------- ------ ------ - - —__ - �, _ ----- -- - - - -- - ��> -- --__—_---- -- - . - _ -- --- — - - - - - - - ---------- ---------- PROPOSED -- - - - - - --------------- ------------------ ---------------- - ------------------ ------- ----------------- --------- _ ---------- _. -_- -- -- - .._637 --- - - -- - -- - -- --- --'-- --- - �- -- - '- ----- - - -- _ __.__________ __ GRADE (TYP) __-- ______._____ -- - - -- ------ - -- - - - - --- - --------- - -- - - - - - ------ ---- / - - -- -- - ----a. - __ - -- -- - - -- -- - -- -- --- F _j 01% _----- 1,7 _ _ —----�►-- -- --_— +00 1 -� _q c 1 / _____.______ ____----- _---------- ___ __ __________ --------- --.__.-___ __ -_ __ - _ __ _______.__ _________..___. _.__ _-_...._______ _ ____--------_-- ---_--------- -- ______> ------- -------- _--.-----------------------_________.______ - - --- - - - -------------------------- ----- \ _._____ _ _ ---- av -------------------- -- __'L - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' - --- - -- - _-_.. --- -- -- ---- - 7___ ------------- ------------- -- ------------------ ----------------- -------------- - - ------------------ ----------------- - -------------- - -- -- -. _ __ // om O --- to--- - \ _ - - ----- --- -------- - - - O --------- ----- 00 -------- ---- --- ------------ - --------------- ----- - ------- ------Tc0r_)(ac71__0j ------_ - - --------- --. ... -- -- ----. - - -------- -_1.20%------------- - - HPSTA - 31 32.58 + (O+HP GRADETP) ---------- - ----------- --------- 7/7� ------------------ --------------- / `' U HP ELE = 686.16 aNi w - - - -------------- LP STA = 33+5 J8 1- --------------- ---------- ----- --- ------------ ------------ -------- - ------- - - --- ----- -- ,-------- --- .. U ---------------- ------------- ------------------- - - o 0 '- ---- --- - - -- - - - - - - - - - - - - - - -- --co m -------------- - PVL�L - AD - =686 -- -0.03 —<-- w _ - — ---- - ---- --- — m "t - •U > . 0- - °° PV_LST -=33+4 —— PVrE V - 68 AO _—cow— .50 U J - - — — — — — ------ -�-----------------------/ - -o + LID ----------- /--- ------------- --- ---- ----- ---- ----- ---- K = 2.36 C': --- ---- -------------- ------ A = 0.03 >w — — — — — — ------------------ ----------------- --------------- - - ------ - +co - _ 100 VC - - - - - - _ ---- -- - - - EXISTING - -- --- - --- -- - X.= 16.22 w --- ----- _...__._... - ------------ ---------------- ------------------- ---- ----- ----------- ------------------- 6+84.79 ---- -_--- - - --- -- --- - - - - -- - + - -- ------ (oPVISTA -- - GRADE (TYP) - - - - -------------------- ----------- ---- ------------ - ---- U ------------- > m HP ELE = 685.99 - U W - O V M V O O V 0) a M O n CD 7 W O n IO V e- O co -t O M 'IO CoM rn O °0 O co n 00 00 n In O �- M p (o n rn N v, n o> N v n o -------------------------- ----------- m v w v -- - co 00 (o = 686.38 ---- w ----- --------------- M ----- _ ---- - ---- - to 0 O° w- - - - - - Q0 W co In coo (D 0 co (o MOO MOO NOO W c�O ID co CIS to _. OO W 00 to OD to 00 co m - m > VC m W - co CID 'D co to to ( (a to K = co m co (Mcq coo coo too too co ctoo c00o to coOO (Oo (00 ( to W (Oo VC 28+50 PROFILE VIEW: TRAIL SCALE 41 1' = 20' 1 <VERT> 1" = 5' 29+00 30+00 31+00 ------ ------6 -------. _-_- - -_-_- - -STORM-MH SSW=40-1 -,60"DIA.Y- --- - ---o - --sem-------- -- ----- _STA-36+92,-&:5QLT.-- - - ----- ----- --- ------ �e�- --- - TA-35+40,-16.00TT -----RIM=685:95- ----- --- -- _- - - - - - - - - - - -----68•.50=1E1&.RCRFES -_ - - --679.90=_ EE$6_CMP-(N) ` ------ -- -------- -----------679.80-IE-36'_R&(5E) i-- --- _- -- --- ------ - _- ---_---684--.. ------ _ ��- _-- _ --X83--------- 17 _;, --- 4 32+00 33+00 34+00 685 M 675 to ro (o 34+50 ' 26 LF OF 18" RCP AT 2.00% 36 LF OF 36" 0 679 __1 STA 35+50, 20.00' RT. _ — — — / _�\ RCP AT 2.00%_ _ N - 680.75=1E 18"RCP FES /—�' — - ---tc / -- ----------- -- - - __`- _ __-- --_-_ - 'p- /\\1 --_� -------626 --- ------ -- - - -{,n 40.00 ---- - 9.50 _ - - --- - -- -' - -- ---_ --- _ \ ' SCP FFo -__ ._-_ -------------.-$,??-.._-_._-_----__---.-__--.-__.------ --_-- __ -_. - - - --.-- __- ----- - ---- �', IJ, lF �S.� _�- ------- ___---- - ---- STA 37+22.6,26.00'RT. -- --- - -_ _ _ - - - __ -- - - - _ _ - - - - - - PLACE 130 TON OF CLASS -'D' REVETMENT- . _ _. PROTECT -• - - - _ - - -- - - - ---- ---- -- -- --. _ 679.00 = IE 36" RCP FES - - - -- - - - - - - - - - _ - - - - (36" DEPTH) ON FILTER FABRIC AND EXISTING SIGN -- - - TOPDRESS WITH 50 TON MACADAM STONE. PLAN VIEW: TRAIL ;CAI R 1" = 70' M 685 ME 675 F 01-1 LOV M - - —__ - �, _ ----- -- - - - -- - ��> -- --__—_---- — - — -- -- --- — - - - - s� - - -- \ --- ----- -.----_ _-------- h."r.� 4--- _ _. -_- -- -- - .._637 --- - - -- - -- - -- --- --'-- --- - �- -- - '- ----- - - -- _ __.__________ __ _-._.-__.______- __ __-- ______._____ -- - - -- ------ - -- - - - - --- - --------- - -- - - - - - ------ ---- / - - -- -- - ----a. - __ - -- -- - - -- -- - -- -- --- F _j _----- _--- 1,7 _ _ —----�►-- -- --_— +00 1 -� _q c 1 / ' 26 LF OF 18" RCP AT 2.00% 36 LF OF 36" 0 679 __1 STA 35+50, 20.00' RT. _ — — — / _�\ RCP AT 2.00%_ _ N - 680.75=1E 18"RCP FES /—�' — - ---tc / -- ----------- -- - - __`- _ __-- --_-_ - 'p- /\\1 --_� -------626 --- ------ -- - - -{,n 40.00 ---- - 9.50 _ - - --- - -- -' - -- ---_ --- _ \ ' SCP FFo -__ ._-_ -------------.-$,??-.._-_._-_----__---.-__--.-__.------ --_-- __ -_. - - - --.-- __- ----- - ---- �', IJ, lF �S.� _�- ------- ___---- - ---- STA 37+22.6,26.00'RT. -- --- - -_ _ _ - - - __ -- - - - _ _ - - - - - - PLACE 130 TON OF CLASS -'D' REVETMENT- . _ _. PROTECT -• - - - _ - - -- - - - ---- ---- -- -- --. _ 679.00 = IE 36" RCP FES - - - -- - - - - - - - - - _ - - - - (36" DEPTH) ON FILTER FABRIC AND EXISTING SIGN -- - - TOPDRESS WITH 50 TON MACADAM STONE. PLAN VIEW: TRAIL ;CAI R 1" = 70' M 685 ME 675 F 01-1 LOV 34+50 PROFILE VIEW: TRAIL SCALE: viORIZ> 1' = 20' 1 <VERD 1" = 5' SHIVEFIA=ERY A R C H I T E C T U R E+ E N G N E E R I N G 35+00 Cedar Raplds, IA , Iowa City, IA Des Moines, IA Moline, IL , Bloomington, IL Chicago, IL 36+00 Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY _DB (319) 354-3040 , Fax (319) 354-6921 CHECKED BY- KPT 37+00 DATEi 06-05-12 DATE 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 39+00 PLAN AND PROFILE 40+00 685 N co co 40+50 D,03 M - - -- _. -_- _ _________ ___ __ _---------------_. -... _.-.. _..__._ __ _____. _ __.__________ __ _-._.-__.______- __ __-- ______._____ ______. _____---. ------------------------------------- F _j __ _____.______ ____----- _---------- ___ __ __________ --------- --.__.-___ __ -_ __ - _ __ _______.__ _________..___. _.__ _-_...._______ _ ____--------_-- ______> >------------------------.___._ _--.-----------------------_________.______ __-.___________---------------------------_-----------___ _._____ _ _-_.. __------ _--- .-------------------------- a a _ __ PROPOSED ------------ --------- -------- -_1.20%------------- - GRADETP) ---------- - ----------- --------- ------------------ --------------- Z - - - -------------- ---------------- ------- ------ --------------- ---------- ----- --- ------------ ------------ -------- - - - --- ----- -- ,-------- --- - - ._ ----- ---------------- ------------- ------------------- - - 00 \_ \ o .O to N _. _..- — ..-. - — — _ - — — — — —------ - — — — — — ------ -�-----------------------/ - -o + LID ----------- /--- ------------- --- ---- ----- ---- ----- ---- ---- C': --- ---- -------------- ------ — — — — — — +co - - --- ----- _...__._... --- --------- --------- U HP STA - 6+84.79 ---- -_--- - - --- -- --- - - - - -- + - -- ------ (oPVISTA -- - o - - -------------------- ----- - - ---- U ------------- > m HP ELE = 685.99 - U W - -- -- -- - - - - - - _ _ _ _ __ rO1i -_ - -- -vi �w0 PVI EL ---------- = 681.32 � -- -- --- ui - - - m PVI STA + 37 00:00 > - _ - - - -- - --- ---Ag Al ---- -------------------------- ----------- --------- - - - - -- - -------- - ---- - ------ ------------ ------ PVI ELE = 686.38 ---- w ----- --------------- - ----- _ ---- - ---- - __ > co- - _ -- _.. ..0 w- - - - - - ------------------- ---------------- ---------------------------------------- - AD --0.03--------------------.._ ----- _. _ - - EXISTING m - - - 50` > VC - K = 8.99 GRADE (TYP) 100 VC 00 (O d) r CO CID 0) cn 07 00 (O M (0 Go n co O CO n 00 O N 0) 01 M (O n O O r• a O O O to D0 M N an M O1 so n N LID O In et co V 0O o (o V co 00 00 00e� OD 'D co 00 co 00 00 00 co 00 CO CO 00 00 CD co 00 00 10 00 co '0 co 05 00 o m o 0 0 0 0 m co ra m m m m o m (n oto (O (o m o o (o (c 34+50 PROFILE VIEW: TRAIL SCALE: viORIZ> 1' = 20' 1 <VERD 1" = 5' SHIVEFIA=ERY A R C H I T E C T U R E+ E N G N E E R I N G 35+00 Cedar Raplds, IA , Iowa City, IA Des Moines, IA Moline, IL , Bloomington, IL Chicago, IL 36+00 Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY _DB (319) 354-3040 , Fax (319) 354-6921 CHECKED BY- KPT 37+00 DATEi 06-05-12 DATE 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 39+00 PLAN AND PROFILE 40+00 685 N co co 40+50 D,03 i R -RELOCATED - - - - -- - - STA 42+8 -BUS SHELTER - _ - - - - 671.00 =-I ---------------- - - - - =mow - )0' -LT: ------ ------- k SALVAGED RCP FIE \ 4 42+67 24.00' LT. 30 LF OF�4 .; \ ?.00 = IE 12" RCP_FES- - RCP_ AT 1;67% \ \ I - G7i 4 00 _ 1 29 LF OF 12 J II' CUS PULL -OFF (SHEET K.O�) RELOdATE(5 PRECAST i r ------------------- - J _ ---` -----------------F------------------------------ -�-_ HANDHOL 2 -FEET --_ 1--------- ------- OUTSIDE T IL (RhA42j PLAN VIEW: TRAIL SCALE 1' = 20' 1:1:1.7 675 670 ( O: O co v Di / -- 623 624 T€t€COMVAULTT0658.75 �zz REALIGN PIPE ATEXISTING \ • 574= - _ s-- -870- - -- - - n ----------- - - - -- . _ OP -_ -_ I PCO I v,c n r - ---- -------- - - - - -- -- - - - ----------_ -- s s--------� DJUSTwq PLACE CONCRETE , e�> 23 , Flc irl / ------------ -- - - - -------------- COLLARFLU( - -- -------- ---- ------ --- ------ - i7-F,� GRADE TORM dbl H 21l I j 203 LF OF 24" _ __• / / / MEHMCf3 PROPERTIES"LLC _ - _ - - __ - __- -__ _ - ___ _ - _. _- _ .� W P 4 RIM = 6�6 10 i / 676_a0V-IF 36 f cp (S) / \ ` r_ - -67'- ��- _ --- _ - I, 67Q-50 It36 F (NJ , \ \ \ \ / WK RI GE DRIV6� _ -- - -- ------ - - _ _ 670.1416 IE 24" RCP N71------- 7707, (AIE€NA ER EXIST `IEET 1(.02) / / /� -�► n M 1 --- r- -- _ - - -_ - W'- 0 _ -...- -------- - --► -6 _ - /- - / 1 -- - - -- ' 5 8 -- 623 624 T€t€COMVAULTT0658.75 �}- o+ 574= - _ s-- -870- - --- --------- n ---- --- ____ 0 co _667- n n 659.0 = IE 24" RCP FES -- o e�> 23 , Flc irl 0 M O0 �--- - - - -------------- -- - - -- -------- ---- ------ --- ------ - RELOCATE SIGN MIDWAY ---._.. ------ 203 LF OF 24" 657.6 = IE 24, -RCP (W) clu,ve MEHMCf3 PROPERTIES"LLC _ / .,�� Q / \ ` R + - PEDESTRIAN ACTUATED SIGNALS -- -- - / \ \ \ \ Q TA 46 3H I's w 401 l3 WK RI GE DRIV6� / INS ALL BY CITY OF IOWA CITY _ - _ 7707, (AIE€NA ER EXIST `IEET 1(.02) / / /� (TYP EACH SIDE) n M \ J�\ly 66H'R-2560 S IN /- - / 1 -- - - -- ' 5 8 40+50 41+00 PROFILE VIEW: TRAIL SCALE: *IORIZ> 1" = 20' 1 <VERT> 1" - 5' 42+00 43+00 ---EIR;a AMMGI"A ------ -- -- ---- ---- --`_ - /i/ � 6Ua !�afA/7F/`P 1 E&IAiJ-B _ �e ADJUST -WATER -TQ -FL+-U6sS�--ET) WITH PAGV�-NG-- ---------' - -- --- �- ----1 ►--- - ---- ---- - - -- -_ GRAIDE F - ----- --__-_ 6*0 --------_ ------- T--s=<-a-- - - =- -.. ---- :�------��--_ - -- ---_2 -9- W-- -- ----_ - �� e9--- -- --� T 767 - GRADE -66 ----- - - - TO DRAIN / - all- - I X>/1 /\ i _ Z - �_ -48+00-----ssr-------- / _ - - - - �-�-- 00 Ccs 44+00 45+00 46+00 -- -- - T€t€COMVAULTT0658.75 5 - o+ co n to ---------- - --- --------- n ---- --- N 0 co n 0 r- co n n 659.0 = IE 24" RCP FES -- o e�> 23 , Flc irl 0 M O0 �--- - - - -------------- -- - - -- -------- ---- ------ --- ------ - RELOCATE SIGN MIDWAY ---._.. ------ 203 LF OF 24" 657.6 = IE 24, -RCP (W) clu,ve MEHMCf3 PROPERTIES"LLC _ / .,�� Q SOBASKI, JOE. \ RCP AT 1.67% V . - - 0 n + ncoO n N n coW M O 654.7 = IE 24" RCP (E -W) �t -. __----------- � O n M _ _ - - -T_ - -- _ - - -_ - W'- _ _ ---------- -- -...- -------- - --► ADJUST GAS LINE ELEVATION- _ - - - - - - - W - ___._-. -----_ -fBY M415 -)AMERICAN in ------------- _. _---------------------------------------------- ) J - G M m o i Eli + ty) n to It � � - - - - - - - - - - -------- - - ---- -------- --- -------------------- - - - - - - - -¢ .. - - -w - - ---- --- - - ---------------- -- - - - - -- ------- -------- - -- - - - - --- -- - --------------- -- ------------IL ---- ------------------- --------- ----------a' -a---- ------- -._ ... _.-- --- ----- ---- - ---- -- - -� W --F-i--W ---LL - F W-- - - - -- ----- - - -- - - Q- W- N- W-(~!¢1 -� - - - - - - - - - - -- -----_ - - ---- ------------------------------------ --- - -- -- -_- - - - ------------ ----- --- --- cn - ._ Lu w --- - --------------------- - - - -- --- --------- 1.39% - o o - a a > a > > -a---a > a - a - a - a > > _ j a- ate- a -- - - - - - -- o - - 0 N - - --------- ----.-- - -------- O--------------------------------------__.. -------------------------------------------------------------------------------- ------- ---- ---- ---- ---- ---- ----- ------ -------------------- - - lq� ------------------------ -1 - 50q _ - 0 ° 4 00 -- - --- - - - -- - _.____ _-_-. .. - - - N - + N c,4 'N`-- - cc _o ------------------------------------- - - - - - _ - -------- 0.857 - O 72% PROPOSED &0 % 1.75 - - + r -- - L6 ui --------------------------------------------------- ------- ---------------- ----------------- ---------------- ------------------- - --- GRADE (TYP) ----- -- - - _ _ ------ - - - C0 c0 -- - - --- - � - _ - w - - ---------- ----------------------- --- - - �_ -- - - ------ ---------------- ------- ---------------- ----- -------------- ---------------------- - - - - ---------------------- �- �� -Q --- ---- - --- w -- - 1 _ - - _ - - _ - - - ----- .... _ ---- - GRADE(TYP) N Di - - -- _ _ _ -`---- ---------------------- ---- --- - - - - - - - - - - - - - - O> v------ " -- a a O a --------- -------- -------- ------- - ----- PVI ELE - - - - ------- - ------------ -- -- ------ ----- - - - - - - - .. - - - - - - - - _ - - - - - - - - -[,EXISTING -- ---------------- ------- AD 0.03 - HAWK RIDGED - --- -- --------- IVE ---------- -- - - - - - - - - - - - to w -- - - ----------------------------------------------------------------------------------------------------------------------------- _ - - - - - -_-_-_� - -- K = - ----- -- --------- 00 - --------- \ --- - ---------- - - - - - - - - `- ------ -- 50' -------- --- ----- VC ------------------ --------- --------- -------------------- - - -- - - - 1\ - \ - - - ----- ------------------------------- -- - - - 3. Oq a a - - - ------------- - -------------- ---------------- -------------- ------------------ ---------------- ----------------- --- ..... -.._...----- ..- - ------ -------- ------ GRADE (TYP) -- - - n o c0 N O O O O O 0) O 04 O O O cD O O O n o n o M O co N M 0 co n co N O «y O O 'aC14 r N O 0 O O M O O O n O et O O °0 O O N W O M O N T O M O co a) M M O co M °0 0) n --------- --------- -- --- ---- ---- -- ---- --- - ---- --- --- ---- - ---- -------- ---- --- --- ---- ------------------ --- - ---- ---- ------------------ - ---- --- ------------------ --- --- --- ---- ---- --- - - --- ---- ---- ---- - -- --- ------- - ---- ------ ---- - _ - --- - - - ----------------------------- ---- - ------------------ -------------- - - _ - - - - _ - _ - - - - _ - -------------------------- - _- - - - -_- _- - - - - - - - - - - W -- -- - -- ----- - - f00 O coOO OD O ( ( 00 O coOCD (OD O O O f00 co coOO fCD OD (D (00 co coOO (OD O (Oo O (00 O I EXISTING GRADE (TYP) c 00 O (00 O OO O C OLO - 1 LO O O N M W W n D7 n N V n O N n O °0 o0 O M N "�.. m O O O O n 0) n n CoM M O M a O O N V P'7 N O N l0 O a- n O M O O O 0 O n D (") C6 O (D N co (D O O O n LO 0 °� n n n [Y n O Q7 V N N O n 0 r- W n oi _ n m n W n 140 n W n n n n n n n n n n n n CO n O n n O n n O n n 0 n O v n o M n CD N o O ci O CA O O> co CO O 00 O O n O n O n O n O n O n O n co O n O co O O CO O O CO r- co co O O O co O O W O CO O O co n W O n O O n CO O O O O CD O O O O O (O O W O O O 40+50 41+00 PROFILE VIEW: TRAIL SCALE: *IORIZ> 1" = 20' 1 <VERT> 1" - 5' 42+00 43+00 ---EIR;a AMMGI"A ------ -- -- ---- ---- --`_ - /i/ � 6Ua !�afA/7F/`P 1 E&IAiJ-B _ �e ADJUST -WATER -TQ -FL+-U6sS�--ET) WITH PAGV�-NG-- ---------' - -- --- �- ----1 ►--- - ---- ---- - - -- -_ GRAIDE F - ----- --__-_ 6*0 --------_ ------- T--s=<-a-- - - =- -.. ---- :�------��--_ - -- ---_2 -9- W-- -- ----_ - �� e9--- -- --� T 767 - GRADE -66 ----- - - - TO DRAIN / - all- - I X>/1 /\ i _ Z - �_ -48+00-----ssr-------- / _ - - - - �-�-- 00 Ccs 44+00 45+00 46+00 ® ■ ■ ■ ■ ■ ■ p .aa Asa 2n P ;F' x T ■ e ■ #}& ■_ T€t€COMVAULTT0658.75 - - - - - - - - - -._ - C25 -sroRarMR -- - RIM 661 25 > i / I ----------- (+2.0 -FEET), CONTRACTOR TO C60RDINATE P STA 49+42, 24.50' LT. / / c BY UTILITY OWNER) ' / TOW4NrAKE _ - - - BUILT OVER-EXISTINGS-TORQi_SEWER _ - - - 659.0 = IE 24" RCP FES / / e�> 23 , Flc irl Pc(WORK sr •P:� INFAXE F 5 6ss.ar TO 661.00 +1.50 -FEET ( ) - - - - - _600 HIGHWAY A>'t 1tL.L _ - L 6`' %. iE R`-� lhi; c52A. it , 7 kC 1`) / % 560 IGHWAY 1 W 657.10=[E 1 s RCP SSI 657 ,* - IF ? %-5� 5, rE 15 RCP (S'I .IC ibo 54 / F I2^ GtCP RELOCATE SIGN MIDWAY 1 W 1 203 LF OF 24" 657.6 = IE 24, -RCP (W) clu,ve MEHMCf3 PROPERTIES"LLC _ / .,�� BETWEEN TRAIL AND CURB SOBASKI, JOE. \ RCP AT 1.67% 657.4 = IE 24" RCP E) ( . - - - _ - - - - - - = - _:77T _ -T- 654.7 = IE 24" RCP (E -W) - - T -. __----------- _- - 10 LF OF 24" RCP AT 19T2% - - - - -T- - ;- - i _ _ - - -T_ - -- _ - - -_ - W'- _ _ ---------- -- -...- -------- - --► ADJUST GAS LINE ELEVATION- _ - - - - - - - W - ___._-. -----_ -fBY M415 -)AMERICAN - ------------- _. _---------------------------------------------- CONTRACTOR TO COORDINAIE.. -- - G i - i Eli ® ■ ■ ■ ■ ■ ■ p .aa Asa 2n P ;F' x T ■ e ■ #}& ■_ �. s61 - - - - - - - - - - -._ - C25 -sroRarMR -- - RIM 661 25 - -_- - -- ----- - -- s6 - ' MH ----- 1 TORMMH(SW-401;48"DIA).._ - sFs -- -- - - --- - --- - -- --- Q - - - - - -- - -- - - - - STORM MH (SW 401; 4.$ DIAj - - - - - - - - - - - - + -. _ - _ _ - - STAT 43.73, 17 n7 -RT. - _ - _ -' .- _._ - . - - s � -- _ - - -- STA�8+53 23 17 6$ RT. - - - - � 6�T Ic z�r�P €) - - - / ADJUST STORM RIM _ - - - BUILT OVER-EXISTINGS-TORQi_SEWER _ - - - - --�- - __ -- _ 2560 - E) _ v 65ss -IEz4 ��i'.vj \ STORM 401 60" DIA;�TYP E E ASTIN MH(SW- TO 661.00 +1.50 -FEET ( ) - - - - --(NEENA+t R -2560 -EB FRAME/GRATE) ` - - - - - - _ _ \ RIM = 660.90 - - _\ 22 LF OF 24" - 657.10=[E 1 s RCP SSI 657 ,* - IF ? BUILT OVER EXISTING STORM RELOCATE SIGN MIDWAY - - SIM = 665.5 203 LF OF 24" 657.6 = IE 24, -RCP (W) clu,ve \ RCP AT 2.05% \ 39' LT.) BETWEEN TRAIL AND CURB 3 �E 18" RCP (S) \ \ \ RCP AT 1.67% 657.4 = IE 24" RCP E) ( ADJUST STORM MH RIM TO 663.00 (+1.75 -FEET) 656.0 = IE 24" RCP (N) _ 654.7 = IE 24" RCP (E -W) PLAN VIEW: TRAIL SCALE: 1" = 20' 675 670 -4 665 LYYI] 655 CN cc .:1 670 665 O O P-: 10 46+75 4- 7 -7 ADJUST STORM MH RIM / I / T6657 95 (+1.70 -FEET)- / r_ I RELOC �� i M s567o (BY MI C 50 �t !E 36 RC� (E) �\ II �51.65 IE36' RCp�(w) i----_--� 650.55 = IE 1< RCF'( (N} r----- -_1 II �51 75 = IE 15' RCR (S) J i I I 46+50 PROFILE VIEW: TRAIL SCALE: 410RI`Z>'1" = 20' <VERT> 1" = 5' A R CM IT E C TU K N G I N E E R I,U 47+00 Cedar Rapids, IA Iowa City, IA Des Molnes, IA Moline, IL " Bloomington, IL Chicago, IL Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 (319) 354-3040 " Fax (319) 354-6921 DRAWN BY, JDB DATE 06-05-12 CHECKED BY: KPT DATE, 06-05-12 49+00 JOHNSON COUNTY 50+00 PROJECT NUMBER 111234-0 51+00 PLAN AND PROFILE 52+00 675 [40 v N O TF TF 655 to to n co co 52+50 D,04 o O ------------------------------------..----.- 40",- -. __----------- ------------------------------ ------ ----------------- -------- -------------------------- -------- -- ---------- -- -...- -------- -------- ------ - ------------- ------ ----- - o+ _ - __ 04 _ - - - ___._-. -----_ _____-------__ ..____.______.__- ------------- _. _---------------------------------------------- - - - - - - - - - - - - - - -------- - - ---- -------- --- -------------------- - - - - - - - -¢ .. - - -w - - ---- --- - - ---------------- -- - - - - -- --------------------a ----------------- -- - - - - - - - - - -- --- - -- - ----------- - - ------------ ----- --- --- - - ._ U)--- w --- - --------------------- - - - -- --- --------- -1.20% a > 0 _______________A. O--------------------------------------__.. _________ ___... -. .. _ .. _.. _. - _ - _ ____ _.____ _-_-. .. LO cnt' cc _o - - - - - _ - - - PROPOSED _ - - - + r -- co L6 ui GRADE (TYP) �.. - _ •• --- u•L----� N + C0 c0 -- - - --- - - - - --- - - - - - - - - - - - -- --- -- -- - - - -Q --- ---- ----- --- d ---_ w ----- _ - - _ - - _ ----- - - ---- - ------ _ ,- - ----------------------------- _ ---- - - - -- _ _ _ -`---- ---------------------- ---- --- O> v------ - -- ---- -1.4% --------- ----- PVI ELE = U 665.90 w- W ------------------------------------------ - - - - - - - - - - -- - - - - - - - _ - - - - - - - - -[,EXISTING -- ---------------- ------- AD 0.03 - - - - - - - - - - - - - -- _ - - - - - -_-_-_� - K = 5.63 `- ------ -- 50' -------- --- ----- VC ------------------ --------- --------- -------------------- - - -- _ ----- ------------------ GRADE (TYP) - n o c0 N O O O O O 0) O 04 O O O cD O O O n o n o M O co N M 0 co n co N O «y O O 'aC14 r N O 0 O O M O O O n O et O O °0 O O N W O M O N T O M O co a) M M O co M °0 0) n 6 n to (D co 0 O to L6 d. M M Ci N N N co O In of LO W 06 n Ln n Ln f00 O coOO OD O ( ( 00 O coOCD (OD O O O f00 co coOO fCD OD (D (00 co coOO (OD O (Oo O (00 O co (OD O c 00 O (00 O OO O C OLO ' O LO O O 46+50 PROFILE VIEW: TRAIL SCALE: 410RI`Z>'1" = 20' <VERT> 1" = 5' A R CM IT E C TU K N G I N E E R I,U 47+00 Cedar Rapids, IA Iowa City, IA Des Molnes, IA Moline, IL " Bloomington, IL Chicago, IL Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 (319) 354-3040 " Fax (319) 354-6921 DRAWN BY, JDB DATE 06-05-12 CHECKED BY: KPT DATE, 06-05-12 49+00 JOHNSON COUNTY 50+00 PROJECT NUMBER 111234-0 51+00 PLAN AND PROFILE 52+00 675 [40 v N O TF TF 655 to to n co co 52+50 D,04 Lo - 51 c1RM Nil I 647.55RIM - 51E 96" RCP (E) Z648 35 = IF 36" RCP (W) ! ) GIP z. = ,r 8 VCP (N) _ \ 'PC I I - STORM INTAKE FO',' [H -f\ j VISIBLE - 1 QI I RIM = 656.44 RELOCATE PRECAST HANDHOLE ADJUST STORM MH RIM ' I i I / 652.69 = IE 15" RCP (S) TO 654.65 (+0.70 -FEET) ) / 2 -FEET OUTSIDE TRAIL (RM -42) i ��yy V 653.14 = IE 21" RCP (N) aSPHHL ? u / LLHIGHWAY i0/R fN�!NTAKE w ) - I �'' I = 520 TRA RRA 1 WEST Mhz P O- 6 INTAKE 'M - 656.61 J I ) / DYKSTRA REAL ESTATE / RIM = = IE 1 , ✓ � �` ' 52.57 IE 1.5"RCP(S) 649.15 IE1"<'RC (q) Z ASPHALT - - - - - - - -y- - - - - T- - _----------_ £5 - . _► _ - -T- _T T- - _ - - - - -T- - - - -T 1 Q \ "� -_ --T- ---------- i= - _ --- - -- - - - -- - I L28 53 00 / _ - - - - - - - - - - -� 654 / m 655 STORM WTAKL RIM = 654.9', / 65061=1r 15RCP (PJj �' m MILLER AVENUE WATER REMOVE AND RESET 650.61 = IE 12 (S) RELOCATE UTILITY POLES o MAIN WORK (SHEET M.01) TRAFFIC SIGN TO \' (BY MIP -AMERICAN) + COMPLETE GRADING \ 1 10" PCC ON 6" L� \ MILLER AVENUE MODIFIED SUBBASE H/WY .I UE 1 (SHEET HUDSON AVENUE \ I r (SHEET K.03) / PLAN VIEW: TRAIL SCALE: 1" = 20' 66E O Lo N Lo 655 650 645 Z Lu OZ co I. II, _6 T _ 56+00 o STORM MH RIM =653.52 /) 646.42 = IE 36" RCP (E) 64f'),77- 1E if RCP !A) NORTH -NOT �',SIBLC J ADJUST STORM MH RIM TO 654.10 (+0.60 -FEET) RARY STA 57+40,22.00'LT. 8" HMA PAVING CURBINTAKELW-501L----------------- ____. -__-_. __o. RUCTION ENT 649.00 = IE 18" RCP FES - - _ - STA 57+82.92, 16.28' LT GUTTER = 651.42 651.86 (GU) HIGH POINT PROTECT LIGHT POLE 1022 HUDSON AVENUE ' - - _ I f� �� -648.20 = IE 15" RCP (W/E) T ASPHALT PROVIDE EXPANSION HAW LIMITED PARTNERSHIP \EA �- / 651.b8 (G) _ I HIGH HIGH POINT JOINT -AROUND BASE. I - 647.80 = IE 15" RCP (W/E) 424 RANSHAW LIMITED PARTNERSHIP 111 LF OF 15" MONUMENT SIGN _ 95 LF OF 15" PAVING 543.13 = IE 24" RCP (S) 644.53 = !E 18" RCP (N) _r f 651.87 (GU) CURB INTAKE (SW -501) RCP @ 0.60% _ - - - - - �- -'� co Lo CC n 60 LF OF 15" _ STA 60+68.53 9.00' LT- - - - - - - - - __ 6" STD CURB AND - T- - GUTTER (PV -102) 652.00 (GU) -4 N - - �- _. _RCP @ 0:60% GUTTER = 651.36 _- -- 647-:45 = 1E 15"., RCP (WIE)J - - _ " (36" WIDTH; 8" DEPTH) ro o T -651 $ 651.65 (GU) ---- - - N _' �- - �� _ - -T T - - - - - 61+00- �j-------`o- ,-- - ---- -- ---- 653 o / r / - - - CURB INTAKE (SW -501) 20 LF OF 15" CP @ 1.25% STA 58+73.38, 9.68' LT 16 LF OF 18" RCP @ 4.5% GUTTER = 651.40 PROTECT STORM MH 647.90 = IE 15" RCP (S) EXISTING SIGN (SW -401; 48" DIA; PEE CASTING) 10 LF OF 15" RCP @ 17%. STA 57+60.30, 8.00' LT. CONNECT PIPE JOINTS WITH RIM = 653.90 TYPE 2 CONNECTION (RF -14 648.00 = IE 18" RCP (W) CONNECT NEW 15" RCP TO I 647.95 = IE 15" RCP (E) EXISTING 36" RCP AT MIDLINE 647.70 = IE 15" CMP (S) WITH TYPE PC -1 CONCRETE CONTRACTOR TO FIELD VERIFY COLLAR CONNECTION (SW -211) -RELOCATE TRAFFIC SIGN ELEVATION OF EXISTING CMP PIPE (BY CITY OF IOWA CITY) PRIOR TO SHOP DRAWING SUBMITTAL. V to O N �___ ____. -__-_. __o. O _._ �. Lo OWNER TO REMOVE LIGHT POLE; CONTRACTOR TO REMOVE POLE BASE ___._..-____-___ _________ - - / ( BY PROPERTY OWNER) STA 60+06.17, 9.20' LT MsroR!NTAKe -= - - - ` (GU) STA 61+82.67, 9.00' LT RIM = 651.03 HIGHWAY 1 WEST PROTECT EXISTING_ -_ _ _ - - - 651.53 (GU) 8" HMA HIGH HIGH POINT RELOCATE UTILITY POLE WITH SPECIFIED PROTECT EXISTING SG IN 647.80 = IE 15" RCP (W/E) 424 RANSHAW LIMITED PARTNERSHIP 111 LF OF 15" MONUMENT SIGN _ 95 LF OF 15" PAVING 543.13 = IE 24" RCP (S) 644.53 = !E 18" RCP (N) _r TO 651.70 (+0.35 -FEET) 651.87 (GU) CURB INTAKE (SW -501) RCP @ 0.60% _ - - - - - �- -'� co Lo CC n 60 LF OF 15" _ STA 60+68.53 9.00' LT- - - - - - - - - __ 6" STD CURB AND - T- - GUTTER (PV -102) 652.00 (GU) -4 N - - �- _. _RCP @ 0:60% GUTTER = 651.36 _- -- 647-:45 = 1E 15"., RCP (WIE)J - - _ " (36" WIDTH; 8" DEPTH) ro o 651.65 (GU) - - N G - - -- T - - - - - 61+00- �j-------`o- >--N -63+00 - _ - -- -m-----------------c++r ¢ -w co-- _._._ -+_. - ----PVI STA: 53+27.00-------- ___-__-------- --------------- --- -- ----- -------------- --- -. -- --------------------------- --m-- o ----- -o- ----- - -_ - __ o - 0 .__.._. .__-- ----- - ----- - ____ .. _ - ___ _. --- -----_..------------- ----- -- -. _.. _..-------- --------¢ W (n ----- - 0 > w PVI -- ----- -. _. ---- 656.63 - _ - - -._. - - O m - to - - 0 - -+-- v m_ o 0 m- N ai v - - - ---- - -- ---------- - - - w �- �--� -- -- ----- -- ¢ w H-- U)i -. >> ------------ -F. G �..F_ W -�-- Q - co ___ ¢ 5; -w- ------- n - w n ----._.....-----...-. - --------.___.. _-... _ _.. _ -.- -_ .. _ _ _.. ---------._... -- - -._.- -- --------------- - ------------------ O r o mo J------ --------------- 0 J CL s m __ w w F Q w F __ c+io coo _ -- ----- -------- ---- ------------------------ a -b. A --- W > > a aGRADE - ------------------------ -- �' m - --- - ----- m _._.. - - ----- - - ------- - PROPOSED _ m m - - - m ------ a s a s a a a - -------- >> (L b - ------------------------------------------- - --- -. -- ------ ----------------- - PVI STA; 55 67.50. ¢ -- - _.F - w '> --- -- ~ W IQ- co w W w v - PROPOSED p -------- - 1.75 " -0.9 -- )% --------- 1.15 , - - - .. - ----------- - - - 0,42 - PVI ELEV. 54.37 ----------------- j 00 ------- --- -- - - - -- -(o �u----- -- - - GRADE (TYP) - 2- " 0 6•--- ---- - - --- ---------- - ---- --------0:4-9%------ -a 5io1 -3 66�� ------------------- - - - ---- ------------ ---- --- - - - ------ a CO.> w -- - m w - w a a ----- ---- --- - -- - ------------- - ` - - -« - _ _ _-------------------------- -.a - - - - ---- - --- --- --- - - --------- a ---- --- -- > > - -a a - - --- --------------- ------------------ - - - ----- ------------ --------------- - - - - - - - - - -- - ------------- ------ -------- --- --- - - .. - - ------ - --- - -- -.. ---------- -- ----- --- - - - - -- - - -- -- - - - ----------------- -----o - - o m- --- - _as - - - - - - - - - - - - - - - - - -- �. y4 - - 72% h2 --- ------ ---- ----- -0 48%- ----- -- -------------------------- - - ---------------------------------------------------------- --------------------------------------- - ----------- - - - - -------------------------------------------------------- - - - - EXISTING - - -- - - ----- ------ - - --- - ------------- MILLERAVE - ---- --------------- UE o u'---------------------------- u7n -- 9 o `C'- -------------.__._. v .----- o o co - c o a --- - -- --------- - ----- -- - .._. - - _ ---- --- ------ --- --- - ------ - -- + + 'c (p ° > C3 + (n CO u N m (ri + ai m LP STA __ ui 54+97.37 c+,I c i °7 N n n CO D m m (n o Lo n n V o m _ m N m r / - r m O N m c0 cl7 m o Lo N m O Lo r m Ln ° ¢ J --------- -- --- ... _ u _..---------- - - - --- - - �u--- cc CP -ECFV wu = 653.53--- --- ,c., 11 - O � O � HUDSO - AVENUE m lLJ � m � m � ---- -------------- - - - - r 1 - -._ - - - - - - -- l{7 O N O {n (fl 0 co P-VI ELF- H =-654.87- ----- cn------------------------- W {A7 Q ------- r Lu J w PVI ELE 55 1 _ Q --653.37-----...F w w. - lA7 m lw7 O lLi m In O In (O � 117 O N O In (O co O - O O O O O O - - (o f0 O a > 0,02 ~ a O O 0 0.03 ~ - - - _ _AD _ a > - ----- -------- --v� O _AD__ a - -� a ... ...._._ . -- ---- - - - ----- --- ------ ---- - - K - 0.32 > a > K= 8.58 a > EXISTING --------- - ---- ----- - 50' VC - 50' VC GRADE (TYP) U) V't 0 O O O O m o m 'T n T n °o n n m °'' O It °o n co n (p Lo� O� W N O m V O V O O in N V r- V co n O Lyo N m c0 (n n co n O M In Ln Ln Lo Lo Lo rD 0 co (o co Ln to 52+50 53+00 PROFILE VIEW: TRAIL SCALE: <HORIZ> 1" - 20' 1 <VERT> 1" = 5' REPLACE GRATE WITH HEAVY DUTY LID 6" STD CURB AND (NEENAH R -1670-A). ADJUST RIM TO GUTTER (PV -102) 652.35 (+1.55 -FEET), FLUSH WITH PAVING. (36" WIDTH; 8" DEPTH) PROTECT EXISTING SEGMENTAL (GU) BLOCK PLANTER AND MONUMENT SIGN 426 HIGHWAY 1 WEST RANSHAW LIMITED PARTNERSHIP 651.92 (GU) 1652.08 ----' iW-501----------------- ----- - 54+00 PROTECT EXISTING LIGHT POLE TEMPORARY CONSTRUCTION EASEMENT FEXISTING STORM SEWER EASEMENT (-PERMANENT TRAIL EASEMENT f CURB INTAKE (SW -501) PLAN VIEW: TRAIL SCALE: 1" = 20' IcI:D] 655 650 645 O 58+50 59+00 60+00 PROFILE VIEW: TRAIL SCALE: 410RIZ> 1" = 20' 1 <VERT> 1" = 5' 55+00 6%II1I11 57+00 L _ _4- _ - _ _ - -- ADJUST SAN MH RIM 651 TO 650.75 (+0.80 FEET) p, 2=� 651.86 (GU) _ - _.. iii--- HIGH POINT I' I r { I 7 tt_ STORM INTAKE 8" PCC ON 6" DEPTH RIM = 650.81 MODIFIED SUBBASE 645.11 = IE 36" RCP (Sj o - - - - 15'-0" BOXOUT, - - - - -' LIGHT POLE TO BE RELOCATED / CURB INTAKE (SW -511 ) OWNER TO REMOVE LIGHT POLE; CONTRACTOR TO REMOVE POLE BASE ( ) - TYP SW -514 89 LF OF �" - - - 15" F�atO�fYai/o - - - / ( BY PROPERTY OWNER) STA 60+06.17, 9.20' LT MsroR!NTAKe -= - - - ` (GU) STA 61+82.67, 9.00' LT RIM = 651.03 HIGHWAY 1 WEST PROTECT EXISTING_ -_ _ _ - - - 651.53 (GU) 8" HMA HIGH HIGH POINT RELOCATE UTILITY POLE WITH SPECIFIED PROTECT EXISTING SG IN 647.80 = IE 15" RCP (W/E) 424 RANSHAW LIMITED PARTNERSHIP 111 LF OF 15" MONUMENT SIGN _ 95 LF OF 15" PAVING 543.13 = IE 24" RCP (S) 644.53 = !E 18" RCP (N) _r TO 651.70 (+0.35 -FEET) 651.87 (GU) CURB INTAKE (SW -501) RCP @ 0.60% _ - - - - - �- -'� RCP @ 0.60% 60 LF OF 15" _ STA 60+68.53 9.00' LT- - - - - - - - - __ 6" STD CURB AND - T- - GUTTER (PV -102) 652.00 (GU) -4 HANDHOLE PER RM -42. - - �- _. _RCP @ 0:60% GUTTER = 651.36 _- -- 647-:45 = 1E 15"., RCP (WIE)J - - _ " (36" WIDTH; 8" DEPTH) ro o 651.65 (GU) - - N G - - -- T - - - - - 61+00- L35-62+00. - f- _ -- - T - - - -T - - - - -63+00 - _ - -- ------- - -- -_ --- ---- L _ _4- _ - _ _ - -- ADJUST SAN MH RIM 651 TO 650.75 (+0.80 FEET) p, 2=� 651.86 (GU) _ - _.. iii--- HIGH POINT I' I r { I 7 tt_ STORM INTAKE 8" PCC ON 6" DEPTH RIM = 650.81 MODIFIED SUBBASE 645.11 = IE 36" RCP (Sj o - - - - CURB INTAKE (SW -501) RELOCATE EXISTING CURB INTAKE (SW -501) / cn_ HANDHOLE TO CENTER STA 62+80.15, 16.87' LT MsroR!NTAKe 0 STA 61+82.67, 9.00' LT OF NEW ISLAND, 4 -FOOT GUTTER = 651.05 RIM =!NT 0 63 % ADJUST SAN MH RIM RELOCATE UTILITY POLE WITH SPECIFIED PROTECT EXISTING SG IN GUTTER = 651.32 646.78 = IE 15" RCP (W/E) FROM STORM PIPE. 646.21 = IE 15" RCP (WIE) 543.13 = IE 24" RCP (S) 644.53 = !E 18" RCP (N) _r TO 651.70 (+0.35 -FEET) CLEARANCES. MAINTAIN CLEAR ZONES WITH GUY PROVIDE NEW PRECAST - ANCHORS (WORK BY MID -AMERICAN ENERGY) HANDHOLE PER RM -42. N-oi -o o u7 N 58+00 665 :.i 655 650 645 V M Lo O 58+50 \ CU INTAKE (SW 501) ST 63+78.96, 13.66' LT -T- TT -ER =-659,55 __ - i. 6 CP 45.68 = IE 15" RCP (W1E)_ R r �E 30 LF OF 15" RCP @ 0.60% D4 RELOCATE PRECAST HANDHOLE \ 2 -FEET OUTSIDE WALK (RM -42) - - _ ORCHARD STREET HIGHWAY CROSSING (SHEET Kai)- , STORM MH (SW -401; 48" DIA; TYPE E CASTING) STA 63+78.78, 13.19' RT. RIM = 650.7 645.50 = IE 15" RCP (N) 645.50 = IE 18" RCP (S) PVI STA = 64+08.80 PVI ELEV = 650.86 Shave-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 (319) 3543040 , Fax (319) 354-6921 61+00 62+00 63+00 64+00 ..0 655 650 ',:9 V V m 64+50 o m cn N cn_ o 0 Go N - - - AD = -0.03 - _� N-oi -o o u7 N 0 --- --- o cn - - N - - -- - K=16:55- -- -------------------------------------- ¢ -__-__ w _._._ -+_. Lo m U n _.. __ ______-..____-_ - Lo 0 m o+ �- --- --_------ ---- --m-- o - ---------- - m50' --- ..._...... ... ._ ------'----._. -___---------- -__. _.. -- -_ -__ _.___ -_--_ __-_______ -._._--_..-- -_.-._ _--..__- __- --- -----------------------------------. - VC -------------- ------------------------ w _ u> W _., � - O m - to ° _ _. _ _ m --W- -- -- - - - ---- - - - - -- - - - - - - - -- -- ----- -- ---------------------------------------. U)i -. >> ------------ -F. G �..F_ W -�-- Q - co ___ ¢ 5; -w- ------- Q ~..�___-------- U) - w ------------- ----._.....-----...-. - --------.___.. _-... _ _.. _ -.- -_ .. _ _ _.. ---------._... -- - -._.- -- --------------- ---------------- ------------------ O r o mo _----------------- --------------- 0 CL s m __ w w F Q w F __ c+io coo _ -- ----- -------- ---- ------------------------ a -b. A --- W > > a aGRADE - ------------------------ -- - --- - ----- -- - -.. _ _ _._.. - - ----- - - ------- - PROPOSED _ m m - - - m ------ ------- ----- -------- --- -3. 07 - - - a a - -------- >> (L b - ------------------------------------------- --- -. -- ------ ----------------- --------------------- ------- .. ----- -- -- - - - - --- -- (TYP) ---- ---- -------- ---- ----- --iri w v - (� p -------- - 1.75 5.50 -0.9 -- )% --------- 1.15 , - - - .. - ----------- - - - 0,42 - - - ----------------- j 00 ------- --- -- - - - -- -(o �u----- -- - - ��--- - 2- " 0 6•--- ---- - - --- ------ - ---- -- -------- - - m _� - - - - - - - - - - - - - - - - - - - - - - - - - -- - ------------- --------------- -------- --- --- - - .. - - ------ - --- - -- -.. ---------- -- ----- --- - - - - -- - - -- -- - - - - - - - - - - ---------------------------------------------------------- --------------------------------------- - ----------- - - - - -------------------------------------------------------- - - - - EXISTING - - -- - - - ---------- -- ---- --- - - - ----- ------ ------------ -- ----- - - --- ---- -- --------------- -- --------- GRADE (TYP) °0 m n n m (O N m w N m O O m °7 N n n CO D m m (n o Lo n n V o m m m N m r N N co r m O N m c0 cl7 m o Lo N m O Lo r m Ln o N L O N L0 c,7 Lo Lo n Lo m � N N � N � O oi O Lo O � O � m I m � m lLJ � m � m � co d' co � o m � o m � N o 01 � O lr1 co l{7 O N O {n (fl 0 co {n O In (fl In O {A7 1f7 N In O In O In O lA7 m lw7 O lLi m In O In (O � 117 O N O In (O co O m O O O O O O O O (o f0 O O (o (D w O O c0 O O Shave-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 (319) 3543040 , Fax (319) 354-6921 61+00 62+00 63+00 64+00 ..0 655 650 ',:9 V V m 64+50 RELOCATE GUY ANCHOR OUTSIDE TRAIL CLEAR ZONE (BY MID -AMERICAN) j AREA INTAKE (SW -512; 30" DIA.) - T TEMPORARY STA 66+45,12.00' LT.RIM = uR1 65 4 (GU) / \ - CONSTRUCTION 643.1b 5E 15" RCP (E) 216000,311 Lr O 7 G v i EASEMENT(TYP) O'S 56 LF OF 15" RCP AT 0.50% \ \ 424 HIGHWAY 1 WEST F _ PPI nenTF r_� Iv nnlCunRc � / r x\ 19 / -9n O PLACE ONCRETE COLAR - - F O \ `\ rr � rr II MID-AMERIC/�N) � I i � 64.90 (+0.33 -FET) � � - �� _ - - G PLACE EXPANSION JOINT BETWEEN dx�2T \ -T- _ / %• a ' TRAIL AND STORM STRUCTURE QS�9 OQ f'F! SCO O0O>�;rsF I.^ A'C, •�8 7 G \ rho ' . PROTECT EXISTING SIGN - / SJ y�,p p ,y F Frei- s � ! 4V °-- �, QO P� / PLAN VIEW: TRAIL SCALE: I" = 20' 655 650 645 640 Oi m IMIIIIIIIIII ------ ------- ------ -------------- - ------------------------------+ RIM - 644.V,"{.l+V1Y1VC1.111VIV. \.rV IY1YGV I 1 V 641 ?18"AD,, EXISTING STRUCTURE AND PLACE _� o' -Si -------- IN -------- -------_._._-----_�. 342.27y� ; IF 12" ADS Isi CONCRETE COLLAR. I' RELOCATE SIGN] MIDWAY ---------._ __ - �� rr o BETWEEN WALK AND I� ARD STREET T / \ CURB (WORK BY OWNER) RELOCATE PRIVgTE ' SECURITY LIbHT((BY d RAISE SAN MH RIM TO4 642.851 IE 16" RCP D I CONNECT TO EXISTINGIINTAKE; w I � - O PLACE ONCRETE COLAR - - F O \ `\ rr � rr II MID-AMERIC/�N) � I i � 64.90 (+0.33 -FET) � � - �� _ - - G PLACE EXPANSION JOINT BETWEEN dx�2T \ -T- _ / %• a ' TRAIL AND STORM STRUCTURE QS�9 OQ f'F! SCO O0O>�;rsF I.^ A'C, •�8 7 G \ rho ' . PROTECT EXISTING SIGN - / SJ y�,p p ,y F Frei- s � ! 4V °-- �, QO P� / PLAN VIEW: TRAIL SCALE: I" = 20' 655 650 645 640 Oi m IMIIIIIIIIII ------ ------- ------ -------------- - ------------------------------+ O7 _� o' -Si -------- -------- -------_._._-----_�. �_....._...-----,- ---------._ __ - --_ _. ------ o ----- --- - -- - - ---- PROPOSED - - - o -- ___....___-..._.._____ -. _.__.._ -.._-__. -____. ...- .._-___ v _ O. ,,.. r ___.-+_ -_____. _____ ___._____ _._. C. Cl) N �..0 -_ -- _______ _____ ______ --_-_. _. LD m --- --------- -------------------------------a o-- ._co___ _________ _________ --------_ o _N -. _.. ____ GRA DE (TYP).. _.. _.____ _________ _ __.._____.____-___o..-----_-_ -.__-____ _ _._____ -.. 0- -n. .. Q._W.--_ > c0 to + 4LO q (D 6 L. uo---_-__----- uj 0-- _. _ -- ----- ____ 00 N.._._.. ._..._---- --- --_-...------- 9-- _.___ _____-_- _____-__.____�.. l[j L- ------------------- ------- ------ ------ -_._-_-_------- _------- -_-- --- - - LLI--____ ---CD Q __. ___-____- 111 ___ ___ ____--_____________ _______________________ __.+. In -.. O I'D rD .. ___----- .. _----------------------------------- -__.__ + (O � cD- __-______ --------- _________ ---------_Q-.. _______ + -.._ .._______ __________. - _________ _________ ________. ________ In + In - - __-_ 0 _---0+ -_ CR .__-._________ __ _____ O ___- Lf) O L6 _._ _..... - --. + co CD a c0 _. lllllllllll_-_ w Q wF J .. > .. O .. W CD O .. .. ---- ---------------------------oo_�— _ -34.�q '4 > > a a N _>. W- - _._. - U w - - ~ cn w - - J - - ¢ .w_. -_.-- -- - - .___ Q -I- W - -_ co w >_a._a _ J w c�"i o -- ---- - --- --- 99 - a- _. - -- - - - ------ a a ------------------ -- ---------a a - - > a > a > W > �. >.. ------ � --- + 0 co -- — - _�g2=- 50% _ _ - - ------ --- - a .a - ----- ---._ . -- --P_VLSTA _=_64+0 .80_CCDui - - - - ll --- —0.90 l— -- -----------0. 0% ------- -- - _ -- - - __.... PVI ELEV = 650 86 60> -- --- ----- ----- -1. 0% 0.26% ------- -- AD= -0.03 >----- - --- - _ K-16:53 w ---------- ___..--- -- - -- _ --50'AIC- ------------ ----- ----- ----------- ------ ----------- ------------------------------ ---- - -- -- -------- - -- EXISTING - --------------- ---------------- -------- -------- -------- -------- -------- --------- ---- -- ----- -- - -------------- -- -- GRADE (TYP) N D, Go c0 W cD w N Q' O y � In ch W N O co m W (D In W ,y c0 ID 'd N V co N � N 00 m �- m W O O r N a � 00 N v� In f` V m� `° N O v� 00 v f� D v� O D 'n a,t v� a a� a v o v co to v� v � a v6 (D �6 � v"t 1 -4 q It to ro t W 64+00 PROFILE VIEW: TRAIL ;CAI R <HOR17> 1" = 70' I cVFRT> 1" = V 65+00 66+00 67+00 n-IM1P1 655 650 645 L-Erk U7 00 a co 69+00 LQ yo1,P Oi0 2\O dGGAP" tNC I SHI V Cf'Qt 1 CRT y, DRAWN BY, JDB DATEI 06-05-12 PROJECT NUMBER SHEET TOTAL Cedar Rapids, IA � Iowa City, IA � Des Moines, IA Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 PLAN AND PROFILE NO. SHEETS A a C I- I T > C r u R E , ENGIN EER ING Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY: KPT DATE: 06-05-12 D:06 'Qq l C, STORM STORM MH "J�� O� RIM = 645.96 l0 641.0± = IE BOX CULVERT (E) 641.16 = IE 18" ADS (N) 641.16 = IF 18" ADS (S) - spOG 210 DOUGLASS COURT pBNCgss OBN LLC - _T_ RELOCATE GUY ANCHORS 1 OUTSIDE TRAIL CLEAR ZONE (BY MID -AMERICAN) 1 TEMPORARY CONSTRUCTION EASEMENT (TYP) 204 DOUGLASS COURT ERENBERGER, JOEL D —41 — / L - -T - - _- 6'4 c 2 411, PLAN VIEW: TRAIL SCALE: 1" = 20' I 0 Lrpr-'S W, MA 640 O 0 O (Z G) r D U) X 7" PCC PAVEMENT ON 6" DEPTH MODIFIED SUBBASE WITH 6" STANDARD CURB (PV -102) TEMPORARY CONSTRUCTION I EASEMENT (TYP) i I -------- ----- I j I j 901 ORCHARD STRE �- IIKESTEL, NANCY - ----- i - = APPROX. LOC 1fIOI N OF SERVICE V _ TEMPORARY CONSTRUCTION EASEMENT (TYP) MILLER ORCHARD COMMUNITY GARDEN 811 ORCHARD STREET 815 ORCHARD STREET NELSON, JAY SHOWALTER, LESLIE FRED _--_ ORCHARD STREET WATER MAIN WORK (SHEET M.01) z IL R1 � r L--ri i_ - - - - 43 N_ D 809 ORCHARD STREET IECKMANN, CHRISTIAN A =-_----5--'---- -------------- 1-4511 - 3 1 -----+-W_ 649m —� — -- , Y I - - - 30y- i' I - - - - _ — i IN — - —I — W IZ d � RD IRE W I 11 ---- ------ \ - —W7— - W - - — C�,T �T OF ICE VALVE 1 11 II ORCHq S i APPROX. LOCATION I - -- + - --� I 11 SERVICE II 11 7—' ----------- - I APPROX LOCATION 1 1 1 1----+___1�;aOFSBRVICEVALVE—'�r-{�Jr 0 I-------------+-b------111\II —T — -— —T— /S--------------- -- ---+--------- ------+-------+-------- aT- m -T- G m I I I 1 b• I I I I I ` I _ --— —T -- — /` , � I G G 7" PCC 0 6„ GG G G - — MODIFIE --4�EW p SUBBAS WITH O� � - STANDA D 6" \ _ \ / - - - _ ---- -- CUR ( -102) APPROX.E VC E I ReW- LO ATION < i _ OF S R I E ALV I I _ I C7 � I S i PROTECT I EXISTING SIGN I ! "1--------+-- 1 I r om RAISE STORM MI� ! - !RELOCATETREET RIM TO 646.20 I 1 + SIGN (BY CITY OF (+0.25 -FEET) i IOWA CITY) -�- W —1W'- W— 0 C --------__ -----___________. n--- _ � -._ v ____ __- ____._. _______ _..___.._- ___________ oo _ 6'4 c 2 411, PLAN VIEW: TRAIL SCALE: 1" = 20' I 0 Lrpr-'S W, MA 640 O 0 O (Z G) r D U) X 7" PCC PAVEMENT ON 6" DEPTH MODIFIED SUBBASE WITH 6" STANDARD CURB (PV -102) TEMPORARY CONSTRUCTION I EASEMENT (TYP) i I -------- ----- I j I j 901 ORCHARD STRE �- IIKESTEL, NANCY - ----- i - = APPROX. LOC 1fIOI N OF SERVICE V _ TEMPORARY CONSTRUCTION EASEMENT (TYP) MILLER ORCHARD COMMUNITY GARDEN 811 ORCHARD STREET 815 ORCHARD STREET NELSON, JAY SHOWALTER, LESLIE FRED _--_ ORCHARD STREET WATER MAIN WORK (SHEET M.01) z IL R1 � r L--ri i_ - - - - 43 N_ D 809 ORCHARD STREET IECKMANN, CHRISTIAN A =-_----5--'---- -------------- 1-4511 - 3 1 -----+-W_ 649m —� — -- , Y I - - - 30y- i' I - - - - _ — i IN — - —I — W IZ d � RD IRE W I 11 ---- ------ \ - —W7— - W - - — C�,T �T OF ICE VALVE 1 11 II ORCHq S i APPROX. LOCATION I - -- + - --� I 11 SERVICE II 11 7—' ----------- - I APPROX LOCATION 1 1 1 1----+___1�;aOFSBRVICEVALVE—'�r-{�Jr 0 I-------------+-b------111\II —T — -— —T— /S--------------- -- ---+--------- ------+-------+-------- aT- m -T- G m I I I 1 b• I I I I I ` I _ --— —T -- — /` , � I G G 7" PCC 0 6„ GG G G - — MODIFIE --4�EW p SUBBAS WITH O� � - STANDA D 6" \ _ \ / - - - _ ---- -- CUR ( -102) APPROX.E VC E I ReW- LO ATION < i _ OF S R I E ALV I I _ I C7 � I S i 68+50 PROFILE VIEW: TRAIL SCALE <HORIZ> 1' = 20' 1 <VERT> 1" = 5' M- 01mlH: 70+00 VAU611111 72+00 73+00 rEalIf, ..P 655 650 645 640 74+50 I SHIVEHATTE—RY Cedar Rapids, IA < Iowa City, IA , Des Molnes, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER I ANO I SIUIAL HEETS A z c H r e c T s e . e N c N e e a h Moline, IL Bloomington IL Chicago, IL (319) 354 CHECKED BY KPT DATE; 06 -OS -12 D,07 --------__ -----___________. _. -._ ------__- ____ __- ____._. _______ _..___.._- ___________ oo _ -_____ __ 0 o _.. __._.._ __ ___ a ____ o (on o _._ -o -. PROPOSED __. - ---------- --- --------- - ---- --- -- --- - - _____ _________ ______________._..__ _________ � � o � m o N � M o � N N GRADE TYP ( ) ___-- __ .__ _ o _.. _------- _------------------------------------------ ______ _______ _________ ._ __ ___________-___________-._.. --. ___ _ _ _.... _. _._ _-_ - -... _____ -________ ____ _. _.. ______ --______ ______ no - - - _ ___ ___ _-_-____. .___ -._ Cj m n .w .._ --.._.. --------- -------- --------- -_.. co N o � N � 'I ¢_ ¢ w Q W P I STA: 74+33.20 v to ----------------------------------------- -._--------------------- -1---. ___ _---- o m m o o M W v't n LU w u~i w w -- --------. VI ELEV' 650 88 __ o v o n D > > vi w - - - > > > > > > PVI + TA: 74 7 S 2 .95 w w 0 0 n or - Q m o n - - a -- o o n v v + v o n N I� n > ¢ w F J I- J > > a s P I ELEV: 7 650 9 > > - o �+ n o "' "� `n + v o) tov _+ 0 `� _ -- > _ ¢ ~ w - _--H � w cn w- --._�_.� � w--.. - - a --a - - - - 0.009; -- - _.. 0.00% ----- - - - ---�- �------ o o --- ----------cn m ----- * m Co-�° .. •- - ¢ > - � - - ------Q J- -� w--- - 10 - -- - - _ _ 0.83- -2. 43% -1 LD ro W too ------ .. > .. > -.1 ¢ w ¢ w cn w = > a > a a a a a 0.54% __ _ ------ -- - - - - - - - - - 5.9 ° v m ,: �_ w ---- - m - 0 w - -- W - - - ------- r -w-- J cn - ------ -a w ---a- > a-- a > a--- ----- ------------ --------- a a - ---a- > > a----- - a _ a - -- -9-.1-6 - - 0 ° 85% � �� - - - __ - - - ---- _ ------ _ - _ - -- - - -------- W > > a 1 75 ° � EXISTING ------------------- - --- -- ---0.4----------------- 4 -- --- 0.66% 5.0 % ---- --- --- - -- GRADE(TYP) - - - _ ---------------------------- ---- -- - -- ----- --- --- --- 357%p0% -- - - ---- - _- --- - - - - - - ---------------------------------- - - - - ------------------------------------------ ----- 2.00 % _I STA: 70+43.50 DOUGLASS- I- ELEV: 647.95 _-- ----------------------------------- - - ---------- -- -- ---------- - --- --- STREET _ -- _ _ -- PVI - STA: 70+38.50 - - ----- --------- --------------------- - ----------- --- --------- - ----- ------ - PVI ELEV: 647.86 - --------- - ---------------- a O L6� N n In 0 O� (O m m � (D N V co N m O O O N n m 0 W M O O V N V 00 00 f. n C °. O O � a0 N O n O 0 O 00 O O O n (D � N (h O LO (n L6 iri (fl (D r (O I,- n r (o r r m a ac O 7 O 00 V O m IT m o Oi 0 U O LO 0 (n 7 . LO U)(l) r N . N 47 LO N . r iA (n In W (o CD O O O to O O� O N O O c O O O O O O O O O to O O t O co O O O 68+50 PROFILE VIEW: TRAIL SCALE <HORIZ> 1' = 20' 1 <VERT> 1" = 5' M- 01mlH: 70+00 VAU611111 72+00 73+00 rEalIf, ..P 655 650 645 640 74+50 I SHIVEHATTE—RY Cedar Rapids, IA < Iowa City, IA , Des Molnes, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER I ANO I SIUIAL HEETS A z c H r e c T s e . e N c N e e a h Moline, IL Bloomington IL Chicago, IL (319) 354 CHECKED BY KPT DATE; 06 -OS -12 D,07 1 1 653.60 = IE 15" RCP (N) I CONNECT TO EXISTING STRUCTURE WITH CONCRETE CO LAR----------------------------------------------------------------------------------------------------------------------------------------------------- ------- 23 LF OF 15" RCP AT 1.10% U n� — — — — i — — — — — — — — R eW — — — — — — — — — — — — — — — — — — — — — — — — — TV4 4.. NEW CURB INTAKE (SW -508) NEW CURB INTAKE (SW -508) STA 82+57, 8.55' LT. REMOVE EXISTING HYDRANT. INSTALL NEW 30 \ STA 80+39.80, 37.55' LT. BUILD OVER EXISTING STORM SEWER PROTECT EXISTING HYDRANT WITH AUXILIARY VALVE. PROVIDE GUTTER = 656.15 STA 82+57.15, 8.55 LT. MAILBOX (TYP. ALL) 2 -FOOT CLEARANCE (MIN.) FROM EDGE OF W-653.85 —� 653.85 = IE 15" RCP GUTTER = 657.65 WALK TO FACE OF HYDRANT 655.05 = IE 21" RCP (N/S) 30 30 OE OE W � --I MILLER AVENUE moo O _._ I bD� I S'.ORr.4 INT:iitE GAS VALVE o, MILLER AVENUE RIM -6600 .� F M m w rN I -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - 651 - Ez P -1>> - - - - - - - m > �—I� ° D z� I i I _ - - -- M "v -- -- -- m — . Lr. - -- o O 6 — c1- ITI m n .'.tea. .. .; _.-� e.. .✓ /L ..:.. .... ..-. :. a uLCH - _ _._ _.._ i� / \ REMOVE EXISTING r` PROTECT EXISTING TREE HEDGE TO 3 -FEET m m W N $ RELOCATE GUY ANCHORS OUTSIDE BEHIND SIDEWALK / 1 o m M WALK CLEAR ZONE (BY MID- ERICAN) PARCEL 1018427007 u 3 TEMPORARY 520 952 saa sae Lor as 940 sas / CONSTRUCTION DYKSTRA REAL ESTATE DYKSTRA REAL ESTATE PRTNRSHP MEYER, TIMOTHY W JAHNKE, HELEN M & WILLIAM D JAHNKE, HELEN M & WILLIAM D KD PROPERTIES LLC BUSS, ANNA EASEMENT (30'x5') MILLER AVENUE WATER MAI M (SHEET M.01) I I o vII I I I \ m� PLAN VIEW: MILLER AVENUE SIDEWALK SCALE: 1" = 20' ---------------------------------------------------------------- I I — — — — — — — — — — — — — — — — —RE)W II G HYDRANT. INSTALL NEW RELOCATE TELECOM PEDESTAL BEHIND WALK. __ -- — - - UXILIARY VALVE. PROVIDE INTAKE (BY UTILITY PROVIDER). CONTRACTOR TO CE (MIN.) FROM EDGE OFSTORM F HYDRANT RIM = 662.96 659.01 = IE 15" RCP (S) COORDINATE. PROVIDE 2 -FOOT MINIMUM CLEARANCE TO FACE OF PEDESTAL. OE OEsss °� I Rw) OE OE OE OE — —` v II _ - MILLER AVENUE `\ 1 \\ z I I I I I I I I ` 600 COOPER, KENNETH R TORM INTAKE GAS VALVE 11 III 1111111 A\ IM=660.63 \ \ \\ —�-_ \• I II 1111111 56.93 = IE 21" RCP (5) 57.03 = IE 15" RCP (N) 1 1\ \\ o \ 11 1 1 o v II 1111 A / C .. ., a ,... ... _., , .:..:.. .:R . .. ., ......,.. -4- -Lw- _ 4" 9)9+70 T 68'L 00 STORM INTAKE RIM=683.F.i4 REMOVE EXISTING / I 676.69 _ IE 15" RCP f,5) HEDGE TO 3 -FEET ° sn.o9 =!E 1s' RCP (N) - — -- sr y- BEHIND SIDEWALK I _ -r _ O sao saa saa asD 6zo 525 W __- I I ;MIL�gRAVENUE ❑ KD PROPERTIES LLC BUSS, ANNA BUSS, ANNA LITTLE HAWKS LLC BUSS, ANNA BUSS, ANNA BUSS, ANNA N + ---ft---�-- I - - u--_,_ _4 i --- _ 77 ---&7-9---I % - -"ff MILLER/BENTION INTERSECTION (SHEET K.04) ------------ I AIilil Cn� II 1 �'' 706 CANNON, MARK J i D 1 1 \ I II I '/ 1',111111 PLAN VIEW: MILLER AVENUE SIDEWALK SCALE: 1" = 20' SHIVC Cedar Rapids, IA N Iowa CIt IA Des Moines, IA Y, Shive-Hatte Inc 2834 North ate Drive, Iowa CI Iowa 52245 ry' g �' DRAWN BY, JDB DATE, D6 -DS -12 JOHNSON COUNTY PROJECT NUMBER SHEET N0, TOTAL SHEETS AMoline, Bloomington, IL "-3040 IL Chicago, IL (319) 354 , Fax (319) 354-6921 111234-0 PLAN VIEW: MILLER AVENUE SIDEWALK CHECKED BY KPT DATE 11.08 D6-05-12 0 J � � I 01-'9 O X I ` -a N y � w � Ilr II m 'mmz I} A �Xmvc�n m m )I I co M D 1 A."I A < m 520 1019 1013 1011 929 927 921 915 909 903 C; i ►R HIGHWAY 1 TRAIL CENTERLINE HORIZONTAL CURVE DATA Number Length Radius Line/Chord Direction Elevation P.C. STA P.C. NORTHING P.C. EASTING P.T. STA P.T. NORTHING P.T. FASTING L1 66.947 150.000 S500 34' 17.74"E CP -1 40+62.25 606137.74 2173062.52 650.76 41+14.61 606141.42 2173114.49 C1 54.117 34.000 N830 49'47.50"E 11+16.95 604352.00 2170853.16 CP -2 11+71.06 604357.23 2170901.46 L2 9.530 100.000 N380 13'52.75"E 42+17.68 606166.43 2173214.47 42+39.30 606169.37 2173235.84 C2 68.987 200.000 N480 06'46.73"E 683.04 11+80.60 604364.71 2170907.36 12+49.58 604410.54 2170958.46 L3 45.132 100.000 N570 59'40.72"E CP -6 42+62.23 606170.04 2173258.77 681.17 42+92.69 606175.50 2173288.62 C3 56.708 200.000 N49° 52' 18.49"E CP -9 12+94.71 604434.47 2170996.74 CP -7 13+51.42 604470.89 2171039.95 L4 213.465 600.000 N410 44'56.27"E 44+87.21 606239.18 2173472.41 656.70 46+92.98 606272.21 2173674.49 C4 21.435 100.000 N47" 53'22.39"E 52+75.04 15+64.89 604630.15 2171182.09 15+86.32 604644.50 2171197.96 L5 46.816 300.000 N540 01'48.51"E 48+30.75 606270.90 2173812.27 49+02.40 606261.72 2173883.15 C5 57.397 100.000 N370 35' 13.12"E 16+33.14 604671.99 2171235.85 16+90.54 604716.86 2171270.38 L6 35.743 250.000 N210 08'37.74"E 49+18.25 606257.82 2173898.51 49+96.54 606250.68 2173976.16 C6 40.301 100.000 N320 41'21.18"E 17+26.28 604750.19 2171283.28 17+66.58 604783.88 2171304.89 L7 151.287 100.000 N440 14'04.61"E 52+49.38 606267.08 2174228.46 52+62.62 606267.07 2174241.70 C7 42.776 100.000 N310 58'48.78"E 19+17.87 604892.28 2171410.43 19+60.64 604928.28 2171432.91 L8 35.941 200.000 N190 43'32.96"E 35+26.39 605976.80 2172556.38 35+66.58 605993.87 2172592.68 C8 13.562 100.000 N230 36'39.71"E 19+96.58 604962.12 2171445.05 20+10.14 604974.53 2171450.47 L9 26.863 200.000 N270 29'46.47"E 35+85.04 606003.37 2172608.52 36+28.33 606021.46 2172647.76 C9 206.614 1000.000 N330 24'55.09"E 20+37.01 604998.36 2171462.88 22+43.62 605170.52 2171576.46 L10 63.032 150.000 N390 20'03.72"E 39+78.41 606132.81 2172979.65 40+42.56 606139.79 2173042.93 C10 45.771 250.000 N440 34'45.79"E 23+06.65 605219.27 2171616.41 23+52.43 605251.83 2171648.49 HIGHWAY 1 TRAIL CENTERLINE HORIZONTAL CURVE DATA Number Length Radius Line/Chord Direction Elevation P.C. STA P.C. NORTHING P.C. EASTING P.T. STA P.T. NORTHING P.T. EASTING C20 52.360 150.000 N85° 57'24.04"E CP -1 40+62.25 606137.74 2173062.52 650.76 41+14.61 606141.42 2173114.49 L22 103.062 250.000 N750 57'24.04"E 60+22.64 606302.56 2174999.47 CP -2 60+34.99 606303.35 2175011.79 C21 21.621 100.000 N820 09'01.81"E 42+17.68 606166.43 2173214.47 42+39.30 606169.37 2173235.84 L23 22.937 250.000 N880 20'39.59"E 683.04 60+49.87 606304.67 2175026.61 60+65.07 606305.56 2175041.79 C22 30.459 100.000 N790 37'06.09"E CP -6 42+62.23 606170.04 2173258.77 681.17 42+92.69 606175.50 2173288.62 L24 194.512 150.000 N700 53'32.59"E CP -9 63+14.69 606312.52 2175291.31 CP -7 64+32.81 606359.61 2175396.32 C23 205.771 600.000 N80° 43'02.10"E 44+87.21 606239.18 2173472.41 656.70 46+92.98 606272.21 2173674.49 L25 137.777 606282.55 S890 27'28.38"E 52+75.04 16.36' LT. 606347.46 2174290.73 80+82.04 606351.77 2174290.09 C24 71.647 300.000 S820 36' 58.08"E 48+30.75 606270.90 2173812.27 49+02.40 606261.72 2173883.15 L26 15.845 S750 46'27.78"E C25 78.298 250.000 S840 44'48.12"E 49+18.25 606257.82 2173898.51 49+96.54 606250.68 2173976.16 L27 252.836 N860 16'51.54"E C26 13.243 100.000 S89° 55'30.41"E 52+49.38 606267.08 2174228.46 52+62.62 606267.07 2174241.70 L28 59.878 S86° 07'52.35"E L30 29.662 200.000 N780 37'48.48"E 35+26.39 605976.80 2172556.38 35+66.58 605993.87 2172592.68 C27 34.381 200.000 N830 33' 17.27"E 56+68.08 606282.96 2174645.64 57+02.46 606286.82 2174679.76 L31 74.898 200.000 N880 28'46.05"E 35+85.04 606003.37 2172608.52 36+28.33 606021.46 2172647.76 C28 18.084 300.000 N860 45'09.22"E 57+77.36 606288.81 2174754.64 57+95.45 606289.83 2174772.69 L32 73.235 150.000 N850 01'32.38"E 39+78.41 606132.81 2172979.65 40+42.56 606139.79 2173042.93 C29 14.260 300.000 N86° 23' 14.75"E 58+68.68 1 606296.18 2174845.65 58+82.94 606297.08 2174859.88 HIGHWAY 1 TRAIL CENTERLINE HORIZONTAL CURVE DATA Number Length Radius Line/Chord Direction Elevation P.C. STA P.C. NORTHING P.C. EASTING P.T. STA P.T. NORTHING P.T. EASTING 1_11 300.297 N49° 49'27.86"E CP -1 CUT 'X ON INTAKE, NORTHWEST CORNER OF HWY-1 AND ORCHARD 606303.85 2175367.99 650.76 HIGHWAY 1 TRAIL 4 63+80.78 28.03' RT. L12 66.769 250.000 N470 49'03.76"E 60+22.64 606302.56 2174999.47 CP -2 60+34.99 606303.35 2175011.79 C11 52.360 200.000 N400 19'03.76"E 27+19.49 605490.39 2171927.42 27+71.85 605530.20 2171961.20 L13 41.695 250.000 N320 49'03.76"E 683.04 60+49.87 606304.67 2175026.61 60+65.07 606305.56 2175041.79 C12 38.935 200.000 N380 23'41.22"E CP -6 28+13.55 605565.24 2171983.80 681.17 28+52.48 605595.71 2172007.94 L14 97.438 150.000 N430 58' 18.69"E CP -9 63+14.69 606312.52 2175291.31 CP -7 64+32.81 606359.61 2175396.32 C13 62.510 400.000 N480 26'55.63"E 29+49.92 605665.83 2172075.59 656.70 30+12.43 605707.25 2172122.32 L15 203.665 606282.55 N520 55'32.58"E 52+75.04 16.36' LT. 606347.46 2174290.73 80+82.04 606351.77 2174290.09 C14 45.516 200.000 N590 26'43.37"E 32+16.09 605830.03 2172284.82 32+61.61 605853.12 2172323.93 L16 29.288 N650 57'54.17"E C15 36.309 200.000 N600 45'50.83"E 32+90.90 605865.05 2172350.68 33+27.21 605882.76 2172382.32 L17 92.510 N55° 33'47.50"E C16 52.360 200.000 N63° 03'47.50"E 34+19.72 605935.07 2172458.62 34+72.08 605958.72 2172505.16 L18 54.316 N700 33'47.50"E C17 40.182 200.000 N64° 48'27.42"E 35+26.39 605976.80 2172556.38 35+66.58 605993.87 2172592.68 L19 18.466 N590 03'07.34"E C18 43.289 200.000 N650 15'09.91"E 35+85.04 606003.37 2172608.52 36+28.33 606021.46 2172647.76 L20 350.078 N710 27' 12.48"E C19 64.149 150.000 N830 42' 18.26"E 39+78.41 606132.81 2172979.65 40+42.56 606139.79 2173042.93 L21 19.696 S840 02'35.96"E HIGHWAY 1 TRAIL CENTERLINE HORIZONTAL CURVE DATA Number Length Radius Line/Chord Direction Elevation P.C. STA P.C. NORTHING P.C. EASTING P.T. STA P.T. NORTHING P.T. EASTING L33 139.698 N870 44'57.13"E CP -1 CUT 'X ON INTAKE, NORTHWEST CORNER OF HWY-1 AND ORCHARD 606303.85 2175367.99 650.76 HIGHWAY 1 TRAIL 4 63+80.78 28.03' RT. C30 12.350 250.000 N860 20'02.53"E 60+22.64 606302.56 2174999.47 CP -2 60+34.99 606303.35 2175011.79 L34 14.881 56+24.46 N84° 55'07.93"E C31 15.201 250.000 N860 39'38.83"E 683.04 60+49.87 606304.67 2175026.61 60+65.07 606305.56 2175041.79 L35 249.623 N88° 24'09.74"E CP -6 IRON ROD IN MEDIAN OF HWY-1 INSIDE WEST NOSE AT WESTPORT PLAZA 605390.14 2171940.46 681.17 HIGHWAY 1 TRAIL rL 26+61.84 83.05' RT. C32 118.116 150.000 N650 50'39.18"E CP -9 63+14.69 606312.52 2175291.31 CP -7 64+32.81 606359.61 2175396.32 L36 163.971 11+75.89 N43° 17'08.63"E CP -10 CUT 'X' ON WALK AT SOUTHWEST CORNER OF ORCHARD AND BENTON 656.70 HIGHWAY 1 TRAIL q - 651.13 HIGHWAY 1 TRAIL ti L37 43.546 606282.55 N420 34'50.58"E 52+75.04 16.36' LT. 606347.46 2174290.73 80+82.04 606351.77 2174290.09 C33 226.571 300.000 N200 56'41.37"E 66+40.33 606511.04 2175538.21 68+66.90 606717.64 2175617.29 L38 133.528 NO' 41'27.83"W L39 43.078 NO° 29'14.40"W L40 16.125 N6° 38' 15.66"E L41 43.922 50.000 NO° 29' 14.40"W 87+99.51 607067.82 2174245.25 88+04.49 607072.77 2174244.70 L42 16.212 N13° 09' 54.61"W L43 325.252 50.000 N30 53'05.11 "W 88+19.61 607087.69 2174242.30 88+24.59 607092.64 2174241.76 SURVEY CONTROL INFORMATION I.D. Description Northing Easting Elevation Reference Alignment Station Offset P.T. STA P.T. NORTHING P.T. EASTING L60 33.178 N30 25'26.70"W CP -1 CUT 'X ON INTAKE, NORTHWEST CORNER OF HWY-1 AND ORCHARD 606303.85 2175367.99 650.76 HIGHWAY 1 TRAIL 4 63+80.78 28.03' RT. C60 10.472 20.000 N18° 25'26.70"W 80+03.18 606274.92 2174303.08 CP -2 IRON ROD AT NORTHEAST CORNER OF HWY-Q AND HUDSON 606293.91 2174602.27 653.21 HIGHWAY 1 TRAIL 4. 56+24.46 17.43' LT. CP -5 IRON ROD IN MEDIAN OF HWY-1, 11 -FEET SOUTH OF BACK OF CURB, 56.5 -FEET WEST OF SOUTHWEST CORNER INTAKE, NORTH OF CAROUSEL MERCEDES 605942.51 2172740.80 683.04 HIGHWAY 1 TRAIL rL 36+91.43 104.44' RT. 80+26.19 606296.29 2174295.40 L62 40.066 N30 25'26.70"W CP -6 IRON ROD IN MEDIAN OF HWY-1 INSIDE WEST NOSE AT WESTPORT PLAZA 605390.14 2171940.46 681.17 HIGHWAY 1 TRAIL rL 26+61.84 83.05' RT. C62 4.363 25.000 N80 25' 26.70"W CP -9 80+66.25 606336.29 2174293.01 CP -7 IRON ROD AT NOTHEAST CORNER HWY 1 AND SUNSET 604288.27 2170996.79 676.62 HIGHWAY 1 TRAIL q - 11+75.89 117.55' RT. CP -10 CUT 'X' ON WALK AT SOUTHWEST CORNER OF ORCHARD AND BENTON 656.70 HIGHWAY 1 TRAIL q - 651.13 HIGHWAY 1 TRAIL ti CP -20 CUT'X' ON INTAKE AT NORTHWEST CORNER OF HWY-1 AND MILLER 606282.55 2174255.19 52+75.04 16.36' LT. 606347.46 2174290.73 80+82.04 606351.77 2174290.09 L64 35.083 MILLER AVENUE SIDEWALK CENTERLINE HORIZONTAL CURVE DATA Number Length Radius Line/Chord Direction Elevation P.C. STA P.C. NORTHING P.C. EASTING P.T. STA P.T. NORTHING P.T. EASTING L60 33.178 N30 25'26.70"W CP -21 CUT'X' ON INTAKE, EAST SIDE MILLER NORTH OF 942 MILLER 606767.31 2174257.73 660.74 MILLER AVE. SIDEWALK rL 84+98.79 5.79' LT. C60 10.472 20.000 N18° 25'26.70"W 80+03.18 606274.92 2174303.08 CP -23 80+13.65 606284.75 2174299.81 L61 2.066 89+85.15 N33° 25'26.70"W C61 10.472 20.000 N18° 25' 26.70"W 654.60 80+15.72 606286.47 2174298.67 80+26.19 606296.29 2174295.40 L62 40.066 N30 25'26.70"W 607267.82 2174491.76 667.26 HUDSON AVE. SIDEWALK 101+18.68 9.48' LT. C62 4.363 25.000 N80 25' 26.70"W CP -9 80+66.25 606336.29 2174293.01 69+91.41 80+70.62 606340.60 2174292.37 L63 7.055 N130 25' 26.70'W CP -10 CUT 'X' ON WALK AT SOUTHWEST CORNER OF ORCHARD AND BENTON 607280.62 2175593.01 651.13 HIGHWAY 1 TRAIL ti C63 4.363 25.000 N80 25'26.70"W 80+77.67 606347.46 2174290.73 80+82.04 606351.77 2174290.09 L64 35.083 N30 25'26.70"W L65 74.538 N40 57'41.84'W L66 270.103 N30 25'26.70'"4V L67 337.752 N30 25'26.70"W C64 4.983 50.000 N60 16'45.77"W 87+99.51 607067.82 2174245.25 88+04.49 607072.77 2174244.70 L68 15.112 N90 08'04.84"W C65 4.983 50.000 N6° 16'45.77"W 88+19.61 607087.69 2174242.30 88+24.59 607092.64 2174241.76 L 99 119.761 N30 25'26.70'W C66 10.126 50.000 N20 22'38.96"E 89+44.35 607212.19 2174234.60 89+54.48 607222.29 2174235.02 L70 30.031 N80 10'44.61"E C67 7.897 50.000 N30 39' 15.39"E 89+84.51 607252.01 2174239.30 89+92.41 607259.89 2174239.80 L71 77.595 NO° 52' 13.83"W HUDSON AVENUE SIDEWALK CENTERLINE HORIZONTAL CURVE DATA Number Length Radius Line/Chord Direction Elevation P.C. STA P.C. NORTHING P.C. EASTING P.T. STA P.T. NORTHING P.T. EASTING L90 24.336 N20 38'20.50"W CP -21 CUT'X' ON INTAKE, EAST SIDE MILLER NORTH OF 942 MILLER 606767.31 2174257.73 660.74 MILLER AVE. SIDEWALK rL 84+98.79 5.79' LT. C90 11.781 15.000 N190 51'39.50"E 91+24.34 606278.93 2174547.47 CP -23 91+36.12 606289.73 2174551.37 L91 4.677 89+85.15 N42° 21'39.50"E C91 11.986 15.000 N190 28'06.40"E 654.60 91+40.79 606293.19 2174554.52 91+52.78 606304.19 2174558.41 L92 182.485 N3° 25'26.70"W 607267.82 2174491.76 667.26 HUDSON AVE. SIDEWALK 101+18.68 9.48' LT. L93 20.006 N 1 0 59' 31.15"W CP -9 606843.09 2175656.01 HIGHWAY 1 TRAIL 4. 69+91.41 40.23' RT. L94 5.729 N30 25'26.70"W CP -10 CUT 'X' ON WALK AT SOUTHWEST CORNER OF ORCHARD AND BENTON 607280.62 2175593.01 651.13 HIGHWAY 1 TRAIL ti L95 813.999 NY 25' 26.76"W SURVEY CONTROL INFORMATION (CONTINUED) I.D. Description Northing Easting Elevation Reference Alignment Station Offset CP -21 CUT'X' ON INTAKE, EAST SIDE MILLER NORTH OF 942 MILLER 606767.31 2174257.73 660.74 MILLER AVE. SIDEWALK rL 84+98.79 5.79' LT. CP -23 CUT W ON INTAKE AT SOUTHEAST CORNER OF MILLER AND BENTON 607253.82 2174230.40 683.65 MILLER AVE. SIDEWALK 89+85.15 9.06' LT. CP -25 CUT'X' ON TOP OF CURB, WEST SIDE HUDSON BETWEEN 915 & 909 HUDSON CUT W ON WALK AT SOUTHWEST CORNER OF HUDSON AND BENTON CUT'X' ON WALK AT ENTRANCE TO 920 ORCHARD 606814.00 2174535.40 654.60 HUDSON AVE. SIDEWALK 96+63.06 6.98' RT. CP -27 607267.82 2174491.76 667.26 HUDSON AVE. SIDEWALK 101+18.68 9.48' LT. 647.06 CP -9 606843.09 2175656.01 HIGHWAY 1 TRAIL 4. 69+91.41 40.23' RT. CP -10 CUT 'X' ON WALK AT SOUTHWEST CORNER OF ORCHARD AND BENTON 607280.62 2175593.01 651.13 HIGHWAY 1 TRAIL ti 74+30.61 0.99' RT. SHIVE"IATTERY Cedar Rapids IA Iowa City, IA Des Moines IA Shlve-Hattery, Inc. 2834 Northgate Drive DRAWN BY Iowa City, Iowa 52245 JDB DATE 06-05-12 1 PROJECT NUMBER I �;HLLi JOHNSON COUNTY 111234-0 SURVEY CONTROL AND ALIGNMENT INFORMATION NO. S1U IAL HEETS ARC HITIC f .! R E +ENGINEERING Moline, IL , Bloomington, IL , Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 G,01 TREET vN E 6)8 1 Ili 6 4' 1 1 11 s�8 � 833 ob 1.7! N co ^< `0 co �0 4" PCC WALK; 6" PCC o �� LANDING AND RAMP; 2' x 4' DETECTABLE WARNING T+ 11� I II I I 11 1 1 I 1., 1 I 1 1 - 1 RELOCATE LIGHT POLE MIDWAY o BETWEEN WALK AND CURB 677.96 z - 0i 1.7 TYPE BT -5 JOINT (TYP) 6J) 7" PCC ON 6" DEPTH MODIFIED SUBBASE (7± SY) WITH 6" STANDARD CURB (PV -102) INTERSECTION DETAIL: SUNSET STREET SCALE: 1" = 10' STA 27+48.80 NEW 2" TRENCHED CONDUIT (BY OWNER) - NEW 2" PUSHED CONDUIT (BY OWNER) - 40' RADIUS POINT N: 605,471.82 E: 2,171,933.02 STA 27+11.17, 17.52' RT. 1 1 1 It It 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2'x U DETECTABLE WARNING AT CURB RAMP WITH FLARED SIDES CURB RAMP STA 10+95.30 1323 / 1325 ASHLEY D SHELTER HOUSE COMM -------- 6" PCC WALK, LANDING AND RAMP 8 I�>7 1 675 673 0 co n 0 / oa 6" PCC WALK, LANDING AND RAMP; 2'x 5' DETECTABLE WARNING \ 4 PCC WALK; 6 PCC \ LANDING AND RAMP; 2'x 4' DETECTABLE \ WARNING \ s8 682.Ep 0 92 GRIND CURB (7 LF) ASHLEY DRIVE GRIND CURB (7 LF) INTERSECTION DETAIL. ASHLEY DRIVE SIDEWALK CONNECTION SCALE: 1" = 10' 1 SIGNAL BASE (-L 11 19 LF OF 12" RCP AT 0.50% AND 12" N: 605,452.31 1 RCP FES (678.65 = IE 12" RCP FES) E: 2,172,009.94 6800j(Ek CURB RUNOUT (PV -102) (TYPICAL EACH SIDE) sS�'$� 6�� 6" PCC WALK, 8 SLOPED CURB (5/U�.01) 7 10" PCC PAVEMENT ON 6"NEW � 1 RAMP AND BAR LLOCOATION (TYP. AT MEDIAN) �cc+ DEPTH MODIFIED SUBBASE LANDING 10.34 40' 68j16 0 8" SLOPED(ECURB (5/U.01)30 Eo681. 8.97 3• ��3.682. 681.23 ��"-o GU <�X18�)(G - - 681.30 1.75% 06.90%Q 10 N 4i�i/5 5 0 6 4.5' 2'o _ �FS�B / Y ^�� R.,O 2� G� N: 605,400.87 'fi d E: 2,172,051.0 2 N: 605,490.97 L1,NDIN 4.55 7.25 RAMP PVI STA: 200+59.60 E: 2,171,969.63 PVI ELEV: 678.48 6" PCC WALK, RAMP STORM INTAKE (SW -511) ��\�1 AND LANDING w I T -7b% 66\ 5.00 CURB RUNOUT EITHER 678.80681E 102" RCP (NE) CLEAR SIDE OF MEDIAN NOSE /TOOPENING / (IOWA DOT PV -102) J OF BOX T MAXIMIZE_ PVI STA: 200+49.60 CLEARANCE TO NEW SIGNAL BASE. PVI ELEV: 678.30 / LOCATION STATION: LOWER PRECAST HANDHOLE / N: 605,444.07 RIM TO 679.50 (-0.50-FEET). E: 2,171,996.93 1.75% / 10" PCC PAVEMENT ON 6" / DEPTH MODIFIED SUBBASE \ ' / PVI STA: 201+04.45 LLI / PVI ELEV: 680.71 - x / PVI STA: 201+09.00 \ PVI ELEV: 80.79 _ PVI STA: 201+16.25. PROPOSED GRADE PVI ELEV: 680.50 EXISTING GRADE cp m 7 N 0) v n v vC6 cno ro r' -m o 0 0 co ccoo Wco INTERSECTION DETAIL. ASHLEY DRIVE SIDEWALK CONNECTION SCALE: 1" = 10' 1 SIGNAL BASE (-L 11 19 LF OF 12" RCP AT 0.50% AND 12" N: 605,452.31 1 RCP FES (678.65 = IE 12" RCP FES) E: 2,172,009.94 6800j(Ek CURB RUNOUT (PV -102) (TYPICAL EACH SIDE) sS�'$� 6�� 6" PCC WALK, 8 SLOPED CURB (5/U�.01) 7 10" PCC PAVEMENT ON 6"NEW � 1 RAMP AND BAR LLOCOATION (TYP. AT MEDIAN) �cc+ DEPTH MODIFIED SUBBASE LANDING 10.34 40' 68j16 0 8" SLOPED(ECURB (5/U.01)30 Eo681. 8.97 3• ��3.682. 681.23 ��"-o GU <�X18�)(G - - 681.30 1.75% 06.90%Q 10 N 4i�i/5 5 0 6 4.5' 2'o _ �FS�B / Y ^�� R.,O 2� G� N: 605,400.87 'fi d E: 2,172,051.0 2 INTERSECTION DETAIL: HWY 1 CROSSING AT WESTPORT PLAZA (WALMART) SCALE: 1" = 10' SH 1 V C" ,,:,7,k 7- R,Cedar Rapids, IA k Iowa City, IA k Des Moines IA 78hIve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 . Moline, IL N Bloomington, IL N Chicago, IL (319) 354-3040 N Fax (319) 354-6921 CHECKED BY: KPT DATE: 06-05-12 JOHNSON COUNTY 68% 679.80 (EC AT EOR) N: 605,413.50 E: 2,172,058.65 NEW 2" TRENCHED CONDUIT (BY OWNER) R '35.0 1 75 5.1% -` D 201+00 201 00 PROPOSED PEDESTAL POLE WITH PEDESTRIAN SIGNAL AND PEDESTRIAN PUSH BUTTON (BY OWNER) RELOCATED TRAFFIC SIGNAL AND POLE Al WITH TWO NEW PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS (BY OWNER) 35' RADIUS POINT 674.68 (PCC) N: 605,390.46 N: 605,343.31 E: 2,172,084.99 E: 2,172,102.44 - 678.77 (PC) N: 605,390.49 ; E: 2,172,060.40Ln A� ' 676.84 (PRC) N: 605,369.73 E: 2,172,073.96 j +o - 6� 674.6$ 4" PCC WALK; 6" PCC RAMP ANDLANMI ��;7S,p07n, wN cb OI 6 8- N S0�� r� 2' BACK OF CURB (EOR) N: 605,363.76 E: 2,172,062.36 cp V 677.40 = GU � J 6" STANDARD CURB (PV -102) 14 LF OF 4 -INCH WIDTH WHITE LANE LINE (MATCH UP TO EXISTING) NEW STOP BAR LOCATION. OFFSET FRONT EDGE 4 -FEET FROM END OF MEDIAN NOSE. PROJECT NUMBER 111234-0 INTERSECTION DETAILS 1--yR 673 PUSHBUTTON LAYOUT Al NOTES: 1. FINAL PAVEMENT MARKING LAYOUT TO BE FIELD REVIEWED WITH OWNER'S REPRESENTATIVE TO VERIFY WHEEL PATHS. 2. PLACE BT -3 JOINT TO CONNECT ALL NEW PAVEMENT TO EXISTING PAVEMENT SHOWN WITHIN THIS INTERSECTION. MATCH EXISTING PAVEMENT ELEVATIONS. 3. CITY OF IOWA CITY TO INSTALL NEW TRAFFIC SIGNAL POLE WITH PEDESTRIAN BUTTON IN MEDIAN, AND PEDESTRIAN ACTUATED SIGNALS PEDESTALS AT EACH END OF THE CROSSING. 4. INSTALL 2'x6' DETECTABLE WARNING AT EACH CURB RAMP WITHIN THIS INTERSECTION. ;HEE NO, K_01 N: 605,490.97 E: 2,171,969.63 6" PCC WALK, RAMP STORM INTAKE (SW -511) ��\�1 AND LANDING w I 66\ 5.00 CURB RUNOUT EITHER 678.80681E 102" RCP (NE) CLEAR SIDE OF MEDIAN NOSE /TOOPENING OUTLET PIPE ALIGNED AT WEST EDGE (IOWA DOT PV -102) J OF BOX T MAXIMIZE_ _ - CLEARANCE TO NEW SIGNAL BASE. LOCATION STATION: LOWER PRECAST HANDHOLE / N: 605,444.07 RIM TO 679.50 (-0.50-FEET). E: 2,171,996.93 ALIGN FLUSH WITH PAVING. \;------------ 10" PCC PAVEMENT ON 6" DEPTH MODIFIED SUBBASE �- �" ! 1 ' LLI x INTERSECTION DETAIL: HWY 1 CROSSING AT WESTPORT PLAZA (WALMART) SCALE: 1" = 10' SH 1 V C" ,,:,7,k 7- R,Cedar Rapids, IA k Iowa City, IA k Des Moines IA 78hIve-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 . Moline, IL N Bloomington, IL N Chicago, IL (319) 354-3040 N Fax (319) 354-6921 CHECKED BY: KPT DATE: 06-05-12 JOHNSON COUNTY 68% 679.80 (EC AT EOR) N: 605,413.50 E: 2,172,058.65 NEW 2" TRENCHED CONDUIT (BY OWNER) R '35.0 1 75 5.1% -` D 201+00 201 00 PROPOSED PEDESTAL POLE WITH PEDESTRIAN SIGNAL AND PEDESTRIAN PUSH BUTTON (BY OWNER) RELOCATED TRAFFIC SIGNAL AND POLE Al WITH TWO NEW PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS (BY OWNER) 35' RADIUS POINT 674.68 (PCC) N: 605,390.46 N: 605,343.31 E: 2,172,084.99 E: 2,172,102.44 - 678.77 (PC) N: 605,390.49 ; E: 2,172,060.40Ln A� ' 676.84 (PRC) N: 605,369.73 E: 2,172,073.96 j +o - 6� 674.6$ 4" PCC WALK; 6" PCC RAMP ANDLANMI ��;7S,p07n, wN cb OI 6 8- N S0�� r� 2' BACK OF CURB (EOR) N: 605,363.76 E: 2,172,062.36 cp V 677.40 = GU � J 6" STANDARD CURB (PV -102) 14 LF OF 4 -INCH WIDTH WHITE LANE LINE (MATCH UP TO EXISTING) NEW STOP BAR LOCATION. OFFSET FRONT EDGE 4 -FEET FROM END OF MEDIAN NOSE. PROJECT NUMBER 111234-0 INTERSECTION DETAILS 1--yR 673 PUSHBUTTON LAYOUT Al NOTES: 1. FINAL PAVEMENT MARKING LAYOUT TO BE FIELD REVIEWED WITH OWNER'S REPRESENTATIVE TO VERIFY WHEEL PATHS. 2. PLACE BT -3 JOINT TO CONNECT ALL NEW PAVEMENT TO EXISTING PAVEMENT SHOWN WITHIN THIS INTERSECTION. MATCH EXISTING PAVEMENT ELEVATIONS. 3. CITY OF IOWA CITY TO INSTALL NEW TRAFFIC SIGNAL POLE WITH PEDESTRIAN BUTTON IN MEDIAN, AND PEDESTRIAN ACTUATED SIGNALS PEDESTALS AT EACH END OF THE CROSSING. 4. INSTALL 2'x6' DETECTABLE WARNING AT EACH CURB RAMP WITHIN THIS INTERSECTION. ;HEE NO, K_01 BUS SHELTER INSTALLATION NOTES: 1. INSTALL EXISTING BUS SHELTER ON NEW SLAB WITH GALVANIZED 0.5 -INCH DIAMETER HILTI KWIK BOLT TZ WITH 3.25 -INCH MINIMUM EMBEDMENT. 2. ALL ANCHORS SHALL BE LOCATED AT LEAST 6 -INCHES FROM EDGE OF SLAB OR CONTROL JOINT. \ \ REINSTALL BUS STOP \ SIGN 12" BEYOND SLAB, 36" FROM TRAIL EDGE - _ 41+00 8" SLOPED CURB (51U.01) — CURB RUNOUT (IOWA DOT PV -102) _ n w ^� O 1.40% ACb 0 n4°• I ro RELOCATED BUS SHELTER 8" PCC SLAB --- --1- 1.40% � I 1.40% Alb VIARC O o 0 0 C ^� o am o� s s 9 �F �� ' o + ao J rn J � iI J P J O o ° ° _. o o o - - G 6'� G�\61 6',6'BrP bc� PAVEMENT DETAIL: BUS PULL -OFF SCALE: 1" = 10' Q� rI SLC/ '- Q ZQ 30' RADIUS POINT y' N: 606,196.87 E; 2,173,300.38 %2'x10' DETECTABLE WARNING �5 00 0 CD 6AA roA� 0.4% 2' TYP. 43+00 I1.0% U) 4.0% o - —I— - - I 0.85% 2' WIDTH DETECTABLE 6' TYP. 6A6 1.38 a% 6'� WARNING (26.5 SF);' s�� 8" SLOPED N 6�'q f CURB (5/U.01) �C OJ NEW 2" TRENCHED GRIND CURB (13 LF) 6Aro' ��}� - __CONDUIT, (BY OWNER) A6. RELOCATED rO SIGNAL TRAFFIC (BY CO NTANDHOLE RACTOR) DO NOT BACKFu 1 r„ 1.40% �l"q lll� STORM INTAKE (SW -507) GUTTER = 677.16 673.80 = IE '12" RCP (N) - 0 0 0 0 0 0 r T r sus sus s>� •�Q 8 10" PCC PAVEMENT ON 6" DEPTH MODIFIED SUBBASE (346± SY) 61 E OPROPOSED PEDESTRIAN SIGNAL, PEDESTAL POLE, AND PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN SIGNAL HEAD AND B1 PEDESTRIAN PUSH BUTTON MOUNTED ON EXISTING TRAFFIC SIGNAL POLE ACC i Ii 6j01 f lblr PUSHBUTTON LAYOUT B1 0 0 00 1.75% 4.18% I.0% —� - 0. 61 6's 8.00 INTERSECTION DETAIL: HAWK RIDGE DRIVE TRAIL CROSSING SCALE: 1" = 10' SH I V EI 11 T -T F.' 'g' Cedar Rapids, IA � Iowa City, IA % Des Molnes, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY JDB DATEi 06-05-12BY JDB DATES 06-05-12 T c c _ v c n. e " Moline, IL % Bloomington, IL % Chicago, IL (319) 354 3040 Fax (319) 354-6921 CHECKED BY: KPT DATE 06-05-12 P� BT -3 JOINT (TYP) \51ot9 50' RADIUS POINT N: 606,204.64 E: 2,173,240.15 6" PCC DRIVEWAY 15' RADIUS POINT N: 606,303.29 E: 2,174,543.44 — _—-- 653.61 (PC) 653.79 (PT) roj 30' RADIUS POINT N: 606,196.87 E; 2,173,300.38 a� O woo 4% 6O�q 0 --� - - o 0.85% - i --�- _-- 4.4.0 /o - r 43+00 o °o\ —6-'930/o — % . o � 1.38% o sj N 1 i •s� /Tc 6 ACo te. 8" SLOPED CURB (5/U.01) DO NOT BACKFILL OVER SIGNAL POLE HANDHOLE ON WEST SIDE. 61 - 6' cG� 6> 2' WIDTH cP� DETECTABLE WARNING (26.5 SF) s 8.1 s�t�+ CURB (51U."') 5.01) J NEW 2" TRENCHED CONDUIT (BY OWNER) RELOCATED TRAFFIC SIGNAL HANDHOLE (BY CONTRACTOR) I I i I I W D I W Q I O 1022 HUDS I i Q RANSHA PARTN 653.16 (PT) Y. H .. CIS I I — INSTALL 2' WIDTH DETECTABLE WARNINGS 4" PCC WALK (26.5 SF; TYP. OF 2) AT THIS INTERSECTION • YS`o . 1200.��I (b' 1.7% 0 7.9% IR 5.0°/ 56+0 —t 7.00/0 r r�9 TYP ---- 17 15' RADIUS POINT N: 606,279.62 l E: 2,174,562.46 0 + Cn INTERSECTION DETAIL: HUDSON AVENUE TRAIL CROSSING SCALE: 1" = 10' PROJECT NUMBER SHEET JOHNSON COUNTY 111234-0 INTERSECTION DETAILS NO111234-0 INTERSECTION DETAILS No. K,02 PCC 4" PCC WALK 657.45 (PT) HIGH -POINT N 606,287.63 E 2,174,241.41 - Re - - i, Ex - ss�•2S (EX 4 g5l �� ' ui -- a CURB RAMP EL BUS SHELTER C3 O ILLI 6.00 i �7 TOP SLAB = 650.75 T w I' N: 606,214.66 25.00 4" PCC 657.20 (PC) O N: 606,277.54 E: 2,174,241.50 ----_-- 6$7$4 6" PCC RAMP AND LANDING --_- -- - 10" PCC PAVEMENT ON 6" DEPTH MODIFIED SUBBASE (5t SY) i i i i i i i i i i i i I i i , 6" STANDARD CURB (IOWA DOT PV -102) i CURB RUNOUT (IOWA DOT PV -102) fj+ 58 i SO/ ) �oN I --- - RELOC TED TRAFFIC WALK .f SIGNAL�IANDHOLE R=100.00' (BY CONTRACTOR) RADIUS POINT 1 N: 606,281.67 20' RADIOS POINT 20 L E: 2,174,141.59 N:606,2Tr33.73 tI E:2,174,�83.12 12' II ...., 6 656 C2 - 1.75% 1.75% 8.20 _ - - - -�_ 300 1.8% 6.00b i ci - 1.8 tS� / b' 0 6 � i TYP ^ `C a S, 2'x10' D` �. u') Stp DETECTABLE, r i WARNING -------- -- - --- - - ---- GRIND CURB 1 GRIND CURB (17 LF) 6.0' (13 LF) �� 2' WIDTH DETECTABLE CURB RAMP rL WARNING (26.5 SF) STA 52+55.48, 10.44' RT. I 6" PCC DRIVEWAY I 656.30 (PT) L 20' RADIUS POINT N: 606,297.49 u E: 2,174,315.37 I ° 656.39 (PC) - - ROW----- �- 656.40 (PT) 6$0.78 600 WALK 4- STA 63+93.34, 5.00' LT. A' 6" PCC WALK, RAMP AND LANDING o \ CURB RAMP EL N: 606,310.63 QS E: 2,175,377.39 10' RADIUS POINT "5 E 1 0o OOs N: 606,313.41 1 E: 2,175,367.22 i �- i GRIND CURB (8 LF) Z ( ) 656.48 (PC) E-.-1 "O I i 4.2 �- 5° LO 0 3.1% �► 6" STANDARD CURB I 6� (IOWA DOT PV -102) 6S6, u s0 s� s cn 10" PCC PAVEMENT ON 6" DEPTH MODIFIED SUBBASE (55t SY) I L-- '--------------- c'- -t- r----- n - i l l i i PROPOSED PEDESTRIAN SIGNAL HEAD Cl C2 C3 AND 2 PUSH BUTTONS ATPEDESTRIAN PUSHOC ) SI EX STIGNAL NGS - -- - - -- TRAFFIC SIGNAL POLE (BY OWNER) - - Lo 4.0' 10" PCC PAVEMENT ON in 6" DEPTH MODIFIED - SUBBASE (15t SY) TOP SLAB = 658.74 N: 606,164.32 E: 2,174,216.61 - FUTURE 10'x11' BUS SHELTER CURB RAMP rL', STA 52+67.39, 94.08' RT. \ I TOP SLAB = 658.27 N: 606,166.08 3.56 E: 2,174,2 O 4 PUSHBUTTON 10-_--- INTERSECTION DETAIL: MILLER AVENUE TRAIL CROSSING SCALE: 1" = 10' LAYOUT C1 C2 a CURB RAMP EL BUS SHELTER C3 O N: 606,222.08 6.00 E: 2,175,382.32 TOP SLAB = 650.75 T N: 606,214.66 25.00 ?� E: 2,175, 360.70 8" PCC SLAB N: 606,215.62 OD E: 2,175,385.68 4. 'I CD T7-1 TOP SLAB = 658.74 N: 606,164.32 E: 2,174,216.61 - FUTURE 10'x11' BUS SHELTER CURB RAMP rL', STA 52+67.39, 94.08' RT. \ I TOP SLAB = 658.27 N: 606,166.08 3.56 E: 2,174,2 O 4 PUSHBUTTON 10-_--- INTERSECTION DETAIL: MILLER AVENUE TRAIL CROSSING SCALE: 1" = 10' LAYOUT C1 C2 a CURB RAMP EL BUS SHELTER C3 O I MILLER INTERSECTION NOTES: 1. CITY OF IOWA CITY TO INSTALL PEDESTRIAN ACTUATED SIGNALS AT EXISTING TRAFFIC SIGNAL POLES. CH 2. INSTALL 2'x 6' DETECTABLE WARINGS AT EACH CURB RAMP OF THE NORTH -SOUTH HIGHWAY 1 CROSSING. 3. PROVIDE EXPANSION JOINT BETWEEN PAVING AND EXISTING SIGNAL BASES (TYP). i --I N esPROPOSED PEDESTRIAN SIGNAL HEAD AND PEDESTRIAN PUSH BUTTON ON EXISTING TRAFFIC SIGNAL POLE GRIND CURB (11 LF) FUTURE 10'x11' `I•D, I ''' I �°/d �• f • ` a CURB RAMP EL BUS SHELTER =r.. - N: 606,222.08 6.00 E: 2,175,382.32 TOP SLAB = 650.75 T N: 606,214.66 25.00 TOP SLAB = 650.50 T) E: 2,175, 360.70 N: 606,215.62 E: 2,175,385.68 INTERSECTION DETAIL: ORCHARD STREET HWY 1 SIDEWALK CROSSING SCALE: 1" = 10' PUSHBUTTON LAYOUT D1 A O & O ORCHARD INTERSECTION NOTES 1. CITY OF IOWA CITY TO INSTALL PEDESTRIAN ACTUATED SIGNALS AT EXISTING TRAFFIC SIGNAL POLES. 2. INSTALL 2'x6' DETECTABLE WARINGS AT EACH CURB RAMP OF THE NORTH -SOUTH HIGHWAY 1 CROSSING. 3. PROVIDE EXPANSION JOINT BETWEEN PAVING AND EXISTING SIGNAL BASES (TYP). SAWCUT FULL DEPTH 8" PCC ON 6" AND REMOVE ALONG �� s`Si `Q �^ ^�� o ; MODIFIED SUBBASE EXISTING JOINT LINE �s c' �cS LTJCb y . 651.50 (GU) 36 - - - - - -- ^.---------- --(F� ---- I �:�`: 651.73_ - --'- - _-- - - - - - - - 652.31 652.14 - - -- - - - - +- 651. 4 (GU) o 651.60 GU 60+00 6.0% r D 00 - - - 1.75% - -- -- - 0 651 ' 5.5% 651.40 U + GS+1 O .55 652.13 651.96 `5 2'x10' DETECTABLE � �'p � ', ��^ R,6p0 O WARNING (TYP EACH SIDE)F 651.60 EX TC � 80 652.02 (EX TC) r��° R�so �� ° 651.18(EX GU) 651.57 (EX GU = --- i - tx� �`?�' 8" PCC ON 6" ro`l ?��+ cohN �� MODIFIED SUBBASE + DRIVEWAY DETAIL: STATION 59+40 SCALE: 1" = 10' L H IO !- Cedar Rapids, IA Iowa Clt IA IA Des Moines, Shive-Hatte Inc. 2834 North ate Drive, Iowa Clt Iowa 52245 DRAWN BY JDH DATE 06-05-12 PROJECT NUMBER V Cu 1ATTCRY Moline, IL Bloomington, IL Chicago, IL ry, (319) 354-3040 gFax (319) 354 6921' JOHNSON COUNTY 111234-0 INTERSECTION DETAILS NO. SHEET TSHETAL ETS A s C a r u k E+ E N G I N E E R I N G CHECKED BY, KPT DATE: 06-05-12 i I K,03 \ 648.15 \ / \ 424 HIGHWAY 1 WEST / RANSHAW LIMITED PARTNERSHIP 65 .46 4" PCC WALK; 49.25 .69 \ 6" PCC RAMP TC 650.87 682.18 (GU) GU=650.52 AND LANDING j GU=650.37 2'xT 647.66 \ 682'48 \ 648.15 \ / \ 424 HIGHWAY 1 WEST / RANSHAW LIMITED PARTNERSHIP DRIVEWAY DETAIL: STATION 65+00 SCALE: 1' = 10' DROP CURB (4 LF) LGU EGRAL CURB (6/U.01) .04 + .37.11.44 66j 5p I0.3% .0% o ^ 1 r 11 75% 6" PCC DRIVEWAY ORCHARD STREET - TRANSITION CURB EACH SIDE TO MATCH EXISTING STEPI TOP WALK AT BOTTOM OF STEP = 667.6 0.85% 33o 3.0% 4.7% E6 663 663 N I 1 �6� r i °011 `'O •cs w 6" PCC WALK 6661$ sessa 6" PCC RAMP WITH INTEGRAL CURB (20± SY) I INSTALL 2'x4' DETECTABLE WARNINGS (TYP. OF 4) AT GRIND CURB (6 LF)1 THIS INTERSECTION GRIND CURB (7 LF) I 4" PCC WALK; I 6" PCC RAMP 6" PCC RAMPS 66688 66663 AND LANDING AND LANDINGS 666.89 CID IN 666.81 O 666.96 1.75°/ 6h`.b 667 666.88 \ 666.74 6653 1.0% 6 90 6.4% N � - 0 2.5% f66 .3$ -� 1.75 /o 18. % 6 (i6$ 30 r. _ 666.3p 3.0% 663 96 66681666 ! A 1.0% sss °rn f GRIND CURB (7 LF), r AS NEEDED TO CREATE 4 -FOOT WIDE SIDEWALK OPENING i 65 .46 4" PCC WALK; 49.25 TC=650.95 \ 6" PCC RAMP TC 650.87 682.18 (GU) GU=650.52 AND LANDING j GU=650.37 2'xT 647.66 \ 682'48 r DETECTABLE WARNINGS (TYP. OF 5) AT i ° 6h0? WARNING THIS INTERSECTION -- 6S0 6y106 5.0% l� I 6 �sqy ^6 651.46.65013. O ° 660 1�5° r 648.61 1.750 1 /o I � 1.7 p'4lr-� I 647.38 \ �� A OR 51. bso •3�S y 05 \ y0 4" 6" PCC WALK I I I I RAMP AND LANDING 7" PCC / 525 523 PAVEMENT / 65 8\ BUSS, ANNA /fi49.06 ON 6" DEPTH I - � / \ \ \ \ 647.13 \ (32± SY) �O \ , I v Io j 650,44 / 49.06 / 48.03 \ 64732 / OO 0p6 j�\ 647.76 j /647,20 /646.74 066 936 sys`96 \ 6. ✓ 0O 6 X3 / \ 6�6� 65+00 DRIVEWAY DETAIL: STATION 65+00 SCALE: 1' = 10' DROP CURB (4 LF) LGU EGRAL CURB (6/U.01) .04 + .37.11.44 66j 5p I0.3% .0% o ^ 1 r 11 75% 6" PCC DRIVEWAY ORCHARD STREET - TRANSITION CURB EACH SIDE TO MATCH EXISTING STEPI TOP WALK AT BOTTOM OF STEP = 667.6 0.85% 33o 3.0% 4.7% E6 663 663 N I 1 �6� r i °011 `'O •cs w 6" PCC WALK 6661$ sessa 6" PCC RAMP WITH INTEGRAL CURB (20± SY) I INSTALL 2'x4' DETECTABLE WARNINGS (TYP. OF 4) AT GRIND CURB (6 LF)1 THIS INTERSECTION GRIND CURB (7 LF) I 4" PCC WALK; I 6" PCC RAMP 6" PCC RAMPS 66688 66663 AND LANDING AND LANDINGS 666.89 CID IN 666.81 O 666.96 1.75°/ 6h`.b 667 666.88 \ 666.74 6653 1.0% 6 90 6.4% N � - 0 2.5% f66 .3$ -� 1.75 /o 18. % 6 (i6$ 30 r. _ 666.3p 3.0% 663 96 66681666 ! A 1.0% sss °rn f GRIND CURB (7 LF), r AS NEEDED TO CREATE 4 -FOOT WIDE SIDEWALK OPENING i INTERSECTION DETAIL: BENTON STREET & HUDSON AVE INTERSECTION DETAIL: BENTON & ORCHARD STREET SCALE: 1" = 10' SCALE: 1" = 10' SHII CHAT EFAY Cedar Raplds, IA k Iowa City, IA � Des Moines, IA Shive-Hattery, Ina 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 `. , v r 0 a e+ e N c I N e e a IN c Moline, IL N Bloomington, IL � Chicago, IL (319) 354-3040 N Fax (319) 3546921 CHECKED BY, KPT DATE: 06-05-12 JOHNSON COUNTY CURB ROUNOUT (TRANSITION CURB INTO CURB RAMP FLARE) BEGIN CURB RUNOUT (4 LF) 12" INTEGRAL CURB (6/U.01) 68627 V U -OC 500+00 -_ _ - . i----_- -_-_-_ - - - 12.x_ 6 666,1 T 6" PCC WALK W/ INTEGRAL CURB (24± SY) 6" PCC RAMP BENTON STREET rf.» 683.76 1 ui Q T Lu J J 681.50 (GU) C ° 680.30 (GU) ~ cow° 0�0 63892 501+00 a g0 5 50 --- - -�----F---- % 1.75%6.2�� .'. l40 13_2% --- I \ G) °d o � °D 681.50 (GU) sso2 s8o, 8d 679.80 (GU) 682.67 7" PCC PAVEMENT ON 4" PCC WALK; BENTON STREET TC=650.95 6" DEPTH MODIFIED 6" PCC RAMP TC 650.87 682.18 (GU) GU=650.52 AND LANDING GU=650.37 2'xT TC=651.01 682'48 r DETECTABLE WARNINGS (TYP. OF 5) AT i ° 6h0? WARNING THIS INTERSECTION -- 6S0 6y106 5.0% l� I 6 O ° 660 1�5° y°gA 1 1.750 1 /o I � 1.7 p'4lr-� I 68?42 OR 51. bso •3�S y 05 I y0 4" 6" PCC WALK I I I I RAMP AND LANDING 7" PCC 525 523 PAVEMENT BUSS, ANNA I ON 6" DEPTH I - MODIFIED I SUBBASE I (32± SY) , I v Io INTERSECTION DETAIL: BENTON STREET & HUDSON AVE INTERSECTION DETAIL: BENTON & ORCHARD STREET SCALE: 1" = 10' SCALE: 1" = 10' SHII CHAT EFAY Cedar Raplds, IA k Iowa City, IA � Des Moines, IA Shive-Hattery, Ina 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 `. , v r 0 a e+ e N c I N e e a IN c Moline, IL N Bloomington, IL � Chicago, IL (319) 354-3040 N Fax (319) 3546921 CHECKED BY, KPT DATE: 06-05-12 JOHNSON COUNTY CURB ROUNOUT (TRANSITION CURB INTO CURB RAMP FLARE) BEGIN CURB RUNOUT (4 LF) 12" INTEGRAL CURB (6/U.01) 68627 V U -OC 500+00 -_ _ - . i----_- -_-_-_ - - - 12.x_ 6 666,1 T 6" PCC WALK W/ INTEGRAL CURB (24± SY) 6" PCC RAMP BENTON STREET rf.» 683.76 1 ui Q T Lu J J 681.50 (GU) C ° 680.30 (GU) ~ cow° 0�0 63892 501+00 a g0 5 50 --- - -�----F---- % 1.75%6.2�� .'. l40 13_2% --- I \ G) °d o � °D 681.50 (GU) sso2 s8o, 8d 679.80 (GU) 682.67 7" PCC PAVEMENT ON 4" PCC WALK; 6" DEPTH MODIFIED 6" PCC RAMP 682.18 (GU) SUBBASE (8± SY) AND LANDING GRIND CURB (6 LF) 682'48 INSTALL 2'x4' DETECTABLE WARNINGS (TYP. OF 5) AT THIS INTERSECTION �1 Til 6 ° 660 r66232 P_ � 1.7 _ I 68?42 •3�S y 4" PCC WALK; 6" PCC RAMP AND LANDING 525 523 ' �, • I BUSS, ANNA BUSS, ANNA INTERSECTION DETAIL: BENTON STREET & MILLER AVENUE (PLAN VIEW) SCALE: 1" = 10' I •�� 1 675 501 1+00 4.00 9.9% 28.00 LANDING 10.18 MILLERAVI -------- -- TRANSITION SEGMENT RAMP- - o � --1.75°/ 4.00_ - - - ------ ----------------- 6.00 LANDING16.00 RAMP RANSITION SEGMENT mu7 N O 0) w m WLo m a0 CD 10 (00 cq00to CD 501+00 INTERSECTION DETAIL: BENTON STREET & MILLER AVENUE ( EAST -WEST PROFILE VIEW) SCALE: 1" = 10' PROJECT NUMBER - 111234-0 INTERSECTION DETAILS SHEET NO, K,04 mill 685 .:1 675' 501+50 I 41.5' - sus f I� , N Cq v G I 6y I 2.6'. -G' rn 0 G G- I � GRAss STA 80+96.87 / STA 81+16.87 / `/ / e v. ° \ 6 o 6 \ e° 6 Pe ° • a \�r p I s LTi n.; ---M----M- /� I M- - s5s---- 666• 25 MILLER AVE. SIDEWALK DETAIL: STA 80+00 TO STA 81+65 SCALE: 1" = 5' ° T. E DRAWN BY JDB ➢ATEi 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234 0 MILLER AVENUE SIDEWALK DETAILS SNOT TOTAL SHEETS CHECKED BY, KPT DATE, 06 -OS -12 a 0 ° 8.1�o p 3 s -a-- ♦ I 657.83 658 i P. • 658.23 �t a °._ a 3 .. _ G G G G G 657.35 - � ° 4 � �s >. N , e Co e" - e. .�e i 'e' a �•e °e: : . U M -;� N - M- 2 a E Y STA 81+96.18 M M M- M - M- - - a I 41.5' - sus f I� , N Cq v G I 6y I 2.6'. -G' rn 0 G G- I � GRAss STA 80+96.87 / STA 81+16.87 / `/ / e v. ° \ 6 o 6 \ e° 6 Pe ° • a \�r p I s LTi n.; ---M----M- /� I M- - s5s---- 666• 25 MILLER AVE. SIDEWALK DETAIL: STA 80+00 TO STA 81+65 SCALE: 1" = 5' N- 6, STA 80+80.87 o i o N N RENY 6520 HWY 656.62 MULCH STA 80+96.87 C JOINT, TY(I\ 0 O `656.75 STA 81' ° T. Shive-Hattery, Inc. 2834 Ncrthgate Drive, Iowa City, Iowa 52245 (319) 354-3040 , Fax (319) 354-6921 DRAWN BY JDB ➢ATEi 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234 0 MILLER AVENUE SIDEWALK DETAILS SNOT TOTAL SHEETS CHECKED BY, KPT DATE, 06 -OS -12 K,05 s ° 8.1�o p s -a-- ♦ <.'.• 657.83 658 .a P. • 658.23 �t a °._ a 0 .. _ G G G G G 657.35 - � ° 4 � �s >. v , e Co e" - e. .�e 's. 'e' a �•e °e: : . M - M- - M -;� - -M - -M - M- N- 6, STA 80+80.87 o i o N N RENY 6520 HWY 656.62 MULCH STA 80+96.87 C JOINT, TY(I\ 0 O `656.75 STA 81' I � J -ROW- _ o - - o o - -aanuc MILLER AVE. SIDEWALK DETAIL: STA 81+65 TO STA 83+30 SCALE: 1" = 5' 14.1' 1 520 HWY 1W 18.5' o 9� 0 a G G \ G - G G m G G LL G - G G �� P o co ---M-- ice/ M- -�yM- M- 659 M 8-- �i \ _ _ __-6g'9 �� A^ 859 66o I. • M co T M a5 660 6h9' 650 06 oar C JOINT, TYP. �5 �o• 6 6 _ � � �j e 2 I 60• � 60• P P: O O a n O A a s G G \ Ip G s G G 4 4.Sv p \ In .n O CS' e: T e i I .P° 6 In � C e I 1! P♦ e r r i ✓ 0 eI O O e P I e r '.e 1 a �d a ' a p . c .e. `•J _a .. e e N • e e a a- r • p e a RAss C JOINT, TYP. «� GCJ9 V6 I tie % ss� o�� o o ssQ o ss� // / / 061 o o es9� C JOINT, TYP. 660��.. oes10 1 1 i 1 1 i• O � ^6 � \ 66ory 60. 952 / MILLER MILLER AVE. SIDEWALK DETAIL: STA 83+30 TO STA 84+95 SCALE: 1" = 5' ca `V 66 N < N 6' ', tG / 6y I (V M I N l? M m bs r 6's bs �Sy sSy O'grl � 66, %7 h9p 6'O A 6 16.0' _ 6 � 10.0' C -� - - -- -- -- -- -- ROW- -- �� -- -- -- -- -- 944 I 942 942 ' MILLER MILLER MILLER -I-IATTE-RY SH IVC A : , 1 1 e c e e + e N c i N e e � � Cedar Rapids, IA ° Iowa City, Moline, IL , Bloomington, IA ° Des Moines, IA IL , Chicago, IL Shive-Hattery, Inc. 2834 Ncrthgate Drive, Iowa City, Iowa 52245 (319) 354-3040 , Fax (319) 354-6921 DRAWN BY JDB ➢ATEi 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234 0 MILLER AVENUE SIDEWALK DETAILS SNOT TOTAL SHEETS CHECKED BY, KPT DATE, 06 -OS -12 K,05 G G G 657.83 658 658.03 658.23 �t COo a G G G G G 657.35 657.59 STA 82+44.18 STA 82+64.18 STA 82+84:18 co v Co G STA 82+20.18 M - M- - M -;� - -M - -M - M- M--M--�-- M-i""o E STA 81+96.18 M M M- M - M- - - 17.18 65 �5 0STA 81+64.93 e e •' e'p e a .•.., e p P . e .. • '.. e e: '♦ _ e 83+00 n .p e ♦ • a . „' a e. • e a I . �a - ° .. e � .. .. e .'. 1 .. e • .. • e _-� ._ __ .• .° . °. '. .. �� - - .. .. '. .- .. p' a a . -e sem' .P p.. •. .T. .. :' -.. . a .a a , e� .a '. .. m .. e a 4 P' Z •.p s ' -� P � i e P •. 1 A ., ^ T � T -' - ..-. a .-' .. -. .. .. a : .. a P .• ..♦ a .. .' ee ♦ . .. • � .' < :.. • '. e .. .. e ° .. .e a .e '. �' ...°' a -4�' ..e e '� � ° e� e e. P P ° a. e. p e P;. a I\ i ?C a .. .. A .- .' a .. a .. .° .. e' .' e. r C JOINT, TYP. - - _ --- - _ - - - C JOINT, TYP. o \ f - - - :. --- - - --. . _ .- 65697 -STA 81+64.93 � . _ -._ --- - - ---- -657.24 657.46 657.65 657.85 - - - - - 6 \ 6� � STA 81+g6.18 STA 82+20. 8 STA 82+44.18 STA 82+64.18 s0 \ \ 658.04 60 MULCH MULc : STA 82 .18 - o 06 I � J -ROW- _ o - - o o - -aanuc MILLER AVE. SIDEWALK DETAIL: STA 81+65 TO STA 83+30 SCALE: 1" = 5' 14.1' 1 520 HWY 1W 18.5' o 9� 0 a G G \ G - G G m G G LL G - G G �� P o co ---M-- ice/ M- -�yM- M- 659 M 8-- �i \ _ _ __-6g'9 �� A^ 859 66o I. • M co T M a5 660 6h9' 650 06 oar C JOINT, TYP. �5 �o• 6 6 _ � � �j e 2 I 60• � 60• P P: O O a n O A a s G G \ Ip G s G G 4 4.Sv p \ In .n O CS' e: T e i I .P° 6 In � C e I 1! P♦ e r r i ✓ 0 eI O O e P I e r '.e 1 a �d a ' a p . c .e. `•J _a .. e e N • e e a a- r • p e a RAss C JOINT, TYP. «� GCJ9 V6 I tie % ss� o�� o o ssQ o ss� // / / 061 o o es9� C JOINT, TYP. 660��.. oes10 1 1 i 1 1 i• O � ^6 � \ 66ory 60. 952 / MILLER MILLER AVE. SIDEWALK DETAIL: STA 83+30 TO STA 84+95 SCALE: 1" = 5' ca `V 66 N < N 6' ', tG / 6y I (V M I N l? M m bs r 6's bs �Sy sSy O'grl � 66, %7 h9p 6'O A 6 16.0' _ 6 � 10.0' C -� - - -- -- -- -- -- ROW- -- �� -- -- -- -- -- 944 I 942 942 ' MILLER MILLER MILLER -I-IATTE-RY SH IVC A : , 1 1 e c e e + e N c i N e e � � Cedar Rapids, IA ° Iowa City, Moline, IL , Bloomington, IA ° Des Moines, IA IL , Chicago, IL Shive-Hattery, Inc. 2834 Ncrthgate Drive, Iowa City, Iowa 52245 (319) 354-3040 , Fax (319) 354-6921 DRAWN BY JDB ➢ATEi 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234 0 MILLER AVENUE SIDEWALK DETAILS SNOT TOTAL SHEETS CHECKED BY, KPT DATE, 06 -OS -12 K,05 a c'• G- G -G - -G G IGG 661.45_660.814.0' � �-661.16 la - _ - -N - rSTA85+37.78 s6)STA 84+gg.09\ TI VO I /6c+A oc�o4 7n/tri- - -- - --!di - - -- NV - %N r 1 O ! O V^ •° e , o O v o N co W 0 o O N G- 01 g..,' � G r• c0 _ o G s`� �rytx rO� Lill 03 ti- - `a 6ra�ry 1 s sa 5.0' 11.8' ROW MILLER AVE. SIDEWALK DETAIL: STA 84+95 TO STA 86+60 SCALE: 1" = 5' a GRIND CURB (8.5 LF) M. 940 0 EXPANSION JOINT 16.0' 1 I ----- I,., 1/ I ------------ ----- - - ice_ -/WI 1 )1i i/W I _ L'.`' ------I / 8 ,ori ' o / )6,� G G G G rn / / 665.91 666.82 64 - - 7- 664.02 -/d b c -e 6 -M - G- M M G G STA 8 G+19. g .�--1 T STA 87+45.63, _3 L-9 STA 86+59.34 63 / t)6! / ; B e do ' • � ..87 00 D e9 _ O - O N 9 e/ e-- y� f o �t'i � n ti ♦ G ° a • a q. • • P P • .a a .a •. a .. � ° p. �- a .. s - .. > ..• / t a e' s ' • e ♦ e , e i P• • e • ♦ l ♦ :. a '. '• ... a ♦. '' ... �.. ° e 4 • •.: ♦'. .. a •. .. .�..' a .P .." : e ., - P 06A66 h1 181�o A;0, Iq ? ra0 • / A p0' STA 86+59.34 �° - A 87+19.88 7 - MULO T 667 SA 8+45.63 M 00 /O o n ro / /66 / - \ a) O J J \ N / 17 9' ss REGRADE WITH 6" ` GRAVEL TO MATCH -- -�- - -- -- - ----R.,.�-- r- -- -- -- EXISTING oxo -1�0-- // 830I i 11 I / ��1 - 820 MILLER / ; /' AAII I r -P MILLER AVE. SIDEWALK DETAIL: STA 86+60 TO STA 88+25 SCALE: 1" = 5' O/ O CE _ 810 MILLERf •° e ® / o O v o N co W 0 o O N G- 01 g..,' G- G G 663 _-_G-M c0 _ G_-- cm - G s`� �rytx rO� Lill 03 ti- - -G-� «- 1 s sa 2 6;No° � o o i }}� , 9 I I I 1 I I \ 6 6co Ery II 62 `o 04 o j G I EXPANSION I I JOINT I i p a - sb, ?,� ao �ry�b -- 12.0' > sus o--- ^ y rO^ ^---- co �I �-- 1 53`' rah O i �- t \- ra^ ' 676.43 678.41 TA 9+207.01 /''... �. � / op \ r O 1 O 671.44 +99 nr STA + . STA 8 +63 31 TY STA 88+ 680.12 \ G / G G G G G G .5' G G i- G G \� 68162. G SAWCUT FULL DEPTH p.: • e -.: ." ♦ • •. .. '. a ... - - '. -_ l _-a'✓ _ _ • _ _ I -per _ -i _ _;l\ �y ��,qq 934 •I . I'fl a ee -6• 1 I ----- I,., 1/ I ------------ ----- - - ice_ -/WI 1 )1i i/W I _ L'.`' ------I / 8 ,ori ' o / )6,� G G G G rn / / 665.91 666.82 64 - - 7- 664.02 -/d b c -e 6 -M - G- M M G G STA 8 G+19. g .�--1 T STA 87+45.63, _3 L-9 STA 86+59.34 63 / t)6! / ; B e do ' • � ..87 00 D e9 _ O - O N 9 e/ e-- y� f o �t'i � n ti ♦ G ° a • a q. • • P P • .a a .a •. a .. � ° p. �- a .. s - .. > ..• / t a e' s ' • e ♦ e , e i P• • e • ♦ l ♦ :. a '. '• ... a ♦. '' ... �.. ° e 4 • •.: ♦'. .. a •. .. .�..' a .P .." : e ., - P 06A66 h1 181�o A;0, Iq ? ra0 • / A p0' STA 86+59.34 �° - A 87+19.88 7 - MULO T 667 SA 8+45.63 M 00 /O o n ro / /66 / - \ a) O J J \ N / 17 9' ss REGRADE WITH 6" ` GRAVEL TO MATCH -- -�- - -- -- - ----R.,.�-- r- -- -- -- EXISTING oxo -1�0-- // 830I i 11 I / ��1 - 820 MILLER / ; /' AAII I r -P MILLER AVE. SIDEWALK DETAIL: STA 86+60 TO STA 88+25 SCALE: 1" = 5' O/ O CE _ 810 MILLERf I I I «- 1 s sa I I I 1 I I \ II I EXPANSION I I JOINT I i - -/�P--- -- -- o--- ^ y rO^ ^---- co �I �-- �� 0 m �- t \- ra^ ' 676.43 678.41 TA 9+207.01 /''... �. / op \ O 671.44 +99 nr STA + . STA 8 +63 31 TY STA 88+ 680.12 \ G / G G G G G G G G G i- G G 68162. G p.: • e -.: ." ♦ • •. .. '. a ... - - '. -_ l _-a'✓ _ _ • _ _ I -per _ -i _ _;l\ �y ��,qq •I . I'fl a ee -6• 'i k1 'P. - ..// .. d .. ._ .' p :. e' .: : • s p ° • e a • 9 00' _ �. _ y w .. _ • .. • . .. a ♦.. .' . m . { . .: e e 4 e' p I e.'°.'' a .__�-. 683.41 a.. P e .. I: .. 4 a / � S A 89 84.75 /bl •a. a a .L __ 671.50 l f 673 22 , - 674.86 - _ _ - - ` \ f 678.48 i o 680.19 89+31.31 ° e q STA 88+22.05 _ -' _ 1 STA 88+43.31 f STA 88+63.31 - - _ 67 :50" -- - f ST g+07 STA/89+27.31 S T 89+27.31 ° e z r - r -- ST 83 31 -_ .3'1 681 69 -` STA +56.75 - MULCH 1 - f f _ ! . ---------- b o 660.76 - 680. 0 / \ O O 683.48 O I / O STA 89+84.75 O �� -RE WY- - - - - _-----�� - - - - - - - - - - - - - - - - 25 I 1 - _ _ _ - 525 1 BENTON // _ _ - - - BENTON STREET ego -- - - - STREET I ^ MILLER AVE. SIDEWALK DETAIL: STA 88+25 TO STA 89+90 SCALE`: 1" = 5' ERY Cedar Rapids, IA , Iowa City, IA Des Moines, IA SH IV EHA 1T y ShNe-Hattery, Ina 2834 North ate Drive, Iowa City, Iowa 52245 g DRAWN BY, JDB DATE, 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 MILLER AVENUE SIDEWALK DETAILS SHEET NO. TOTAL SHEETS CHECKED BY, KPT DATE, 06-05-12 K,06 A R C H i r E C T U R E+ E N G I N E E R I N G Moline, IL Bloomington, IL Chicago, IL (319) 354-3040 � Fax (319) 354-6921 ft 520 520 ------H------ 1 W 25.5' --- - ---- 7.4' I �° ° ° ° ° ° HWY \ MULCH 1 ULCH . 61 0 RE) 652.58 S6 n -- -� 652.81 \.r. f v N r STA 81+46.76 0�ry - STA 92+21.57 Ln 0wor 6y - - - 653 S ..: -�._•�. a t% L7 TI O �1) �1 � 'c'.: ., a ... •:p. .n. a ♦e- ... ., .. 'e • < s q 6 , m p ..p: ed O LO' - a' - d. .q.. a .. d♦ e .. •e - - r C. . O fln m o 92+40 P e e .:' .. ".♦. e.♦ ♦ ., '. ., s P 0 qq '" .. .'e-. GRAS n e 4.• a O n - \L♦ of � . m o. m 83 00 p0 ASS 64 � Lm 7F Vd • 'Al - ..e. - W W W W W W d �� . •e♦ - W - iN - �/ .p I 6 -G" S? Les? .a e' 25� a 6sr, - 652.74OD -'-'P-'• . i, s.♦ + • . ------- -- OE I 65? OE OE 0 CE 0 OE �E 652.51 STA 92+21.5 �: cv J_ STA 81+46.76 �65 M I mO OE / Cl) 30 30 o �. 30 30@-� �30 9 30 -2 3� 41 `'T� 17.0' �s '4�T-761bry° � 33.5' � / � \ \ 41.5' 1 HUDSON AVE. SIDEWALK DETAIL: STA 90+20 TO STA 91+90 SCALE: 1" = 5' I / \ / O O s ��,� 1011 HUDSON4,'.: a'-Q AVE I I \ I TEMP. CONST. ESMT. 1013 \ ` - - -- --- ---- `n --- ni HUDSON AVE 9.0' \_ 2_ , _ _ _ _- _ - - - ;r;- - - - - TEMP. CONST. ESMT. 654 I -- _ - ° - ----- - - s -- ---655, - - 1, --- ---- o ° ~ >- O --- o _ , 96 10.0' Ld .. 3' 653.4 STA +56.84 -- -- -- - --- -�- - - -- - -- -- -- -"-- s / j �\ 1co N l 0 65+26W- 653.26 STA 93+95.59 -_653.02- _ -- - - ---- - _ - . =7-a / - __ - -- _ . - 652.92 STA 93+36.9 / j 1` �� ` 654 , � o o0 0 sem' �'� 1 STA 93+13.00 �,•j �ej 6h� 'q ".. '• a an> 6yg \ r o .. • e♦ ., p: , - '8 .. R 0 m 1 e e'• + 9 00 P em P 4' 4 t _ a +- -`W. W - • W e - n r W O � Q 0 I� S -SW .P' n.'n 1N• W- o - _ tiVe \ 0 r` a P - �-4 se _ C -_WT a 6 y - h e♦ p - a `* bV Q Ok / h' 9 e n T m m ' d a' • a � a � n r a e - GG]] - - - 652.95 652:85- -� STA 93+13.00 ` - STA 93+36.95 y 6 i U -- 9 ------ - - ---�-� -- �_--=- --- _ EO O 30 30 _ _ _ _ J J 30 3C OE o o C�' A D 653.19 0E STA 93+95.59 OE OE OE �' E OE OE 30 65 30 00 r _ r 40 ST 94+56.84 sy 0 12.0' ?ss 6hti 17.4' 16.0' t m HUDSON AVE. SIDEWALK DETAIL: STA 91+90 TO STA 93+50 SCALE: 1" = 5' O - .. 929 927 HUDSON a0 H11DS9N - - o TEMP. CONST. ESMT. \, w - AVE z AVE \ a s 9.9' \ 921 HUDSON AVE I( 10.5' - 10.0' BS38S/ �i_ 01 °� ° \ iL - - - ROW- ° - -n- 0- - - - - - - - - - 653.55 - = - _ _ _--MCD �' 654. TA 94+80.43 S Ir �I0\ \ /robo 1b .054' o 66 Orn', SA 96+04. 3 6 T 6h - l3 J J 6y ' 654 _ 1�I ems♦ W -�I. - - e i- W o• D a ♦ • q.. s e e. . ♦' n . �e .. .: .. + ;95 o oA17- 0 e O o : -D W - _ -Prss I_ � _ .-"- '. moi.. _ _ • � 7 Iy �' _ ^ ..•: '.'♦ P Win• '4 a r LO . e ♦ Te , r p' .♦ � r'_, ._.ems'-.' e m r r s a 0 O n' e., e • �. 5 1 0 r a - 654.0 9 653.48 s� a s9 Sip 94+80.43 a o 0 6 ^ oo g53 a° r s a _ _ -- _ __ _ - - STA 6+04.6 30 30 0 30 0 30 0 0 30 30 30 30 30 30 - _ 30 0 30 to r - ---------------------- -- - - - 17.9' _ -- � - - - - �, _ 10.T 12.8' Q� In to / � / m / 0 HUDSON AVE. SIDEWALK DETAIL: STA 93+50 TO STA 94+95 SCALE: 1" = 5' SHIVEFIA7TE-RY Cedar Rapids, ,A Iowa City, Des Moines IA Shiva Hattery, Inc. 2834 Iowa City, Iowa 52245 DRAWN BY, JDB DATEi 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 HUDSON AVENUE SIDEWALK DETAILS SHEET NO, TOTAL SHEETS CHECKED BY KPT DATE 06 -OS -12 KA7 IL L 40 , Fax (319) A e c n n u a e e N c N e E e c Moline IL Bloomington IL Chicago, IL (319) 354-3040 Fax (319) 354-6921 4 TEMP. CONST. 915 ESMT. HUDSON AVE _ 6' ao- a CONSTRUCT NEW WOOD TIMBER / - 909 RETAINING WALL (4/U.01) --�''��------- --- , f HUDSON ` AVE 829 6� --- ' 12.0 � 903 __ _ : - -_HUDSON \ r \ — HUDSON----- - — --_— — — — — — —_ ,— — — — AVE - P: 1 / \ W � 1N: \Ye 10.0' \ I TW 656.67 � ��, \ SO p"� ---s5 - - 6 569- - - 17.5 s57.os L --------------------- /1— HUDSON AVE. SIDEWALK DETAIL: STA 94+95 TO STA 96+67 SCALE: 1" = 5' -- �'` -- -- mew-- -- -- -- -- -- -- -- - \ 655.52 (1 o STA 96+94.28 rnl \ �� In Lo o 6 06 9 _ ! — — I 656 h . CV "' co —,-658 e _ ° VJ� ° Iq- \ I — — u W o ° �p' n- 0 0 _ _ v 0 e n .. .a . ' . ' " ':.. • '. � e '. n< a-�: ". .' °. ' I A _G i \ P 0 .� 6 f P JP s Ei - _ 6• ! 0-77 0 655.45 0 65559 0 0 6SS� 656 STA 96+28 0 0 0 \ o> 655 °\o a Sap°o\ y� 5 30 3 30 OE 1 OE OE OE - OE OE OF IS ao, _ —ss IT nil AX REMOVE PORTION OF EXISTING ss� \\ GRIND CURB, TYP. HEIGHT OF \ /` 654 656.19 6.0 e WOOD RETAINING WALL (4/U.01) 4.0' 13.5' \ CURB GRIND TO MATCH REMOVE PAVEMENT AND PROVIDE NEW o EXISTING DRIVEWAY \\ PAVEMENT WITH CURB AND GUTTER. I \ I \ I sr 6' ao- - UD 1470 A 54.81- — - P: \ W � 1N: ° W m r W ° °P r � ) ° �o e Lob LID 9.o' �� 1 ' !J 823 i 819 _ 654. --------------------- /1— HUDSON AVE. SIDEWALK DETAIL: STA 94+95 TO STA 96+67 SCALE: 1" = 5' -- �'` -- -- mew-- -- -- -- -- -- -- -- - \ 655.52 (1 o STA 96+94.28 rnl \ �� In Lo o 6 06 9 _ ! — — I 656 h . CV "' co —,-658 e _ ° VJ� ° Iq- \ I — — u W o ° �p' n- 0 0 _ _ v 0 e n .. .a . ' . ' " ':.. • '. � e '. n< a-�: ". .' °. ' I A _G i \ P 0 .� 6 f P JP s Ei - _ 6• ! 0-77 0 655.45 0 65559 0 0 6SS� 656 STA 96+28 0 0 0 \ o> 655 °\o a Sap°o\ y� 5 30 3 30 OE 1 OE OE OE - OE OE OF IS ao, _ —ss IT nil AX REMOVE PORTION OF EXISTING ss� \\ GRIND CURB, TYP. HEIGHT OF \ /` 654 656.19 6.0 e WOOD RETAINING WALL (4/U.01) 4.0' 13.5' \ CURB GRIND TO MATCH REMOVE PAVEMENT AND PROVIDE NEW o EXISTING DRIVEWAY \\ PAVEMENT WITH CURB AND GUTTER. I \ I \ I sr HUDSON AVE. SIDEWALK DETAIL: STA 96+67 TO STA 98+20 KALE: 1" = 5' SHIVCFIA77CRY Cedar Rapids, IA ♦Iowa City, BYI JDB DATEI 06-05-12 PROJECT NUMBER SHEET TOTAL y, IA °Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drlve, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 HUDSON AVENUE SIDEWALK DETAILS I NO. SHEETS ARCHITECTURE -ENGINEERING Moline, IL , Bloomington, IL ° Chicago, IL (319) 354-3040 • Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 1 1 1 K,08 9.o' �� 1 ' !J 823 i 819 _ HUDSON + HUDSON TEMP. CONST. I I �VE AVE' J I ESMT. � 1 � I TEMP. ONST. I � I \\ � TEMP. 0 1 I o \ ESMT. TMP. CONST. ESMT. I00 ESMT. II - CONTRACTOR TO FIELD VERIFY DEPTH J AND CONDITION OF EXISTING RETAINIRG :' — ! I \ I 66p WALL ER FOF-8 T� J \ I FIELDINSPECTION-OFTNG.NOTIFY EXISTING ' I Ii ss C CONDITION ONCE UNCOVERED. 661. 8 O N I I PLACE EXPANSION JOINT WHERE NEW 11 / o / 825 1 \ I I PAVING ABUTS EXISTING WALL __ __ _ 661 I PLACE EXPANSION JOINT WHERE – – ------' _ ` --- -_ _ __ __- NEWP GA TIN PAVING BUTS EXISTING WALL HUDSON AVE' -- – ssc_ _ _ two — — – – – N l —j 1 �I 10.1 ,� ------- -- -- -- y°• T '-------' -ROW —'-- - 657.56{ STA 97+89.74 _-- 0h 61. �6 659 _ 660 s`q� o --- - yj I o \ 0� _ 659 1g ' - -- _ 661 658 658 cv CN 0 _ — — — — — 660 6�� 0� — — — — — — — — . , p — p °. n-- e _ O ° 12.4 1 - O °e 658.59 :� S 97+89.74 bAE 60 o I rn EO 30 - 30 30 30- 3 0 o 0 0 0 30 30 0 30 0 o 30 \' _ – – 030 J 30 0 OE 6 59 _E00 — — 660 _ �v p o 6 15.9 \ 6 15.6' \ 6 137 \ /�0 HUDSON AVE. SIDEWALK DETAIL: STA 96+67 TO STA 98+20 KALE: 1" = 5' SHIVCFIA77CRY Cedar Rapids, IA ♦Iowa City, BYI JDB DATEI 06-05-12 PROJECT NUMBER SHEET TOTAL y, IA °Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drlve, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 HUDSON AVENUE SIDEWALK DETAILS I NO. SHEETS ARCHITECTURE -ENGINEERING Moline, IL , Bloomington, IL ° Chicago, IL (319) 354-3040 • Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 1 1 1 K,08 — / 1 3.5'x T STEPPED CONNECTION FROM SIDEWALK TO/ LQ 8.6' ti EXISTING WALKWAY (1± SY; SEE DETAIL THIS SHEET). / I QTY INCLUDED IN ITEM FOR "SIDEWALK, PCC; 6 -INCH w ` I WITH INTEGRAL CURB". I ' / Irn 664 \ / IN -. N I \ 1 1 \ TEMP.(16'x23') — — ESM. 16x23 ( ) 663 } I1 0 / - 805 .- - --- — -- ----- - ----------- ----- -- 811 .....AVE. HUDSON _ _ DSON ------- -HU ----- 1 AVE —_ -- --W ----- -- 11.4' \ s6 ° I _ /-- CR s 7%, -1 I - - _ \ -- — — ReW - - - - - - - - - - --- -----662.31 - - - - - - ` RE9W - \ - - - - - - - o -- - \ - STA`99+96,74 _ 4'0 663.36 \ s o \ 665.24 - - ' 4.0 665. \ TYP. STA 100+22. ? S o N 0 6" STA 100+69.38 - - - -- STA 100+9 .74 \ ----- - - -- — - 0 ° W W - - - eeII W. e' a ,... . ' �� - a ° W e - - _ Z 0 00 .. � e e o1. e w t ae ° p: 4 ♦e .. I: Z P. :-°., ,. .• .'e°.: �e 662.22 STA 99+96.74 \ \ _ - 663.27 880+2�00 -- -- J .o -� TA 6TX1100+69.38 \ STA100+90 r 6 - 1 a ^ \ .74 0E —-66 OE— OE _ `t - _ ) - _ OE OE OE —OE OE OE �0 30 3q- 3� 30 EO 3D - - - 30 ie -3 N 66g \ \ -------- _ - �\ 9.5' 1� � _ i / i 15.0' ` \ ADJUST HANDHOLE TO FINAL GRADE. CONTRACTOR TO COORDINATE. HUDSON AVE. SIDEWALK DETAIL: STA 98+20 TO STA 99+85 SCALE: 1" = 5' 4'-0" 3 STEPS AT EXISTING NEW 4" PCC 12" WIDTH PCC WALK SIDEWALK (6" HEIGHT) SAWCUT CLEAN EDGE 6" BACK FROM EXISTING WALK EDGE 2% (TYP) TIS = 663.85 EC = 662.35 -- a. a. a EXPANSION JOINT T-6" � 11 HUDSON AVENUE: STEPPED WALK CONNECTION I NOT TO SCALE SHS V EHAI 1 CRY Cedar Rapids, IA Iowa City, IA Des Moines IA Shive Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE, 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 HUDSON AVENUE SIDEWALK DETAILSNo. SHEET TOTAL SHEET CHECKED BY, KPT DATE, 06-05-12 c - E C i a e E , E N G I N E E k I N G Moline, IL ♦ Bloomington, IL Chicago, IL (319) 354-3040 ♦ Fax (319) 354-6921 KA9 a — — — — 9.4' 204 DOUGLASS CT 8 ---- I U) o I u) Q to I ° 'I ° 0 I'20W OJ sg,70 0� O� 1C904 �^ ? 1�° 6� 8.1% 0y 5.6% o i ��• i 1.75% ` 6.2% 7.6% 6°` o o S: ORCHARD STREET 12.1' 1 ORCHARD STREET DRIVEWAY DETAIL: STA 69+10 TO 11 STA 70+50 SCALE. 1" = 5' r EXISTING MASONRY BLOCK CURB EXISTING PARKING BUMPERS ° 901 TEMP. CONST. ESMT. I I TEMP. CONST. ESMT. 0 ORCHARDCN - �$0 N ro�o'�Oti 6a0" -- -- -- -- -- — —ROW — -- -- -- dry o 00 c\o° ! � 0 •S9 1� � N M 6�9° � yoy� Dry 00-- �g. o Lf) ll r� 71+I00 - __ _ - 00 - -' - - - - `° - - - - -, - T - 12:0' s�9s2 rxy 1, o to 0 co 18.7' o (V 6ou a N — —GRAVEL -8 co 0 �J00�p`5 1s.1' ORCHARD STREET TRAIL DETAIL: STA 70+50 TO STA 71+70 SCALE: i" = 6' y 120' -- --- 809 12.0' 811 6 — — — --i — ----- -------------------- �� v�� j��(ir TEMP. CONST. ESMT. ORCHARD ORCHARD ,� ST o ° o o - ss� s? rns2o 1 b ti^ �s? �ci M r o �s'All —RE)W ty— — —�6-z` -- -- — — 60 -- -- -- -- -- 6 -- — 1 -- —---ReW-- -- -- --- -- e 73+00 _ 74+00 --�- 00 -- - - a° -- - -- -- - 06 - --- - ----- --- - ---- ---- - - I 0Ie O e Cl) co 16.6' TRAIL DETAIL: STA 72+45 TO STA 74+20 SCALE: 1" = 5' SH IVC�-IATTCRY Cedar Rapids, IA % Iowa City, IA Des MOlnes, IA ShNe-Hattery, Inc. 2834 Northgate Drive, Iowa Clty, Iowa 52245 DRAWN BYI JD DATE, 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 ORCHARD STREET SIDEWALK DETAILS SNOT SHEETS TOTAL CHECKED BYI KPT DATEI 06 -OS -12 K,10 A E L Fill E c T U e E . E N G I N E E e i N _ Moline, IL Bloomington, IL Chicago, IL (319) 354-3040 " Fax (319) 354-6921 STA 81+43.7, 47.4' LT. I INSTALL NEW CURB STOP, REMOVE EXISTING, `lj AND CONNECT TO EXISTING SERVICE LINE. 4 . ---ROW-- -- -- -- -- - -- ---4-- -- -- -- -- - _30-- } _ THRUST BORE 1.5 -INCH COPPER � - WATER SERVICE (40± LF) UNDER w 1--�°,'--- -- MILLER AVENUE \ n , STA 80+07.5, 3.2' RT. of oE- 6"x6" TEE FOR HYDRANT ASSEMBLY �' WITH.AUXILIARY GATE VALVE O -_ ,. STA 81+53.0, 3.5' RT. 6"x6" TEE FOR HYDRANT ASSEMBLY W c I 6" GATE VALVES AND HYDRANT AUXILIARY VALVE ON EITHER SIDE OF TEE I I STA 79+77.2, 2.6' RT. I LIVE TAP CONNECTION TO EXISTING STA 81+65.0, 4.0' LT. 12 -INCH WATER MAIN WITH 12"x6" 6" 45 -DEGREE BEND STAINLESS STEEL TAPPING SLEEVE 1 + 125 0' MINIMUM REQUIRED LOCATION OF Q STA 81+75.0, 3.7' LT. (WITH NITRILE GASKETS) , VALVE j HORIZONTAL DIRECTIONAL DRILL INSTALLATION INSTALL 6" SOLID SLEEVE WITH MEGALUG RESTRAINED AND TRACER WIRE TERMINAL BOX. I I JOINT FOR CONNECTION TO EXISTING WATER MAIN I ± G O - G - C n - -- G " -- G INSTALL NEW 12 GATE VALVE, AND ,. - .. .. CONNECT TO EXISTING 12 WATER MAIN � - ,,-, I, �. � :; ., .• - .•, <.,_ �. ON EITHER SIDE WITH 12 SOLID SLEEVES WITH MEGALUG RESTRAINED JOINTS. - v - - - - - ( - -- p 79+70 1 REMOVE EXISTING HYDRANT ASSEMBLY STA 80+21.8, 0.0' 6" DIP WATER MAIN (TYP) RT. AND CAP EXISTING WATER MAIN STA 81+52.9, 7.5' RT. 6" 45 -DEGREE BEND HYDRANT CENTERLINE STA 81+57.0, 3.6' RT. ABANDON IN-PLACE EXISTING 6„ 45 -DEGREE BEND '--STA WATER MAIN (TYP) STA 81+30.0, 2.9' RT. 80+10.7 4.3' RT. NEW 1.5 -INCH COPPER WATER SERVICE CONN CTION \ � 6 45 DEGREE BEND I REMOVE AND REINSTALL EXISTING CHAIN LINK FENCE AS NEEDED TO ACCOMMODATE SERVICE LINE REMOVE EXISTING STA 80+06.7, 8.1' RT. CONNECTION (INCIDENTAL TO WATER SERVICE). STA 81+25.0, 2.7' RT. T_ 12"x6" TEE, 12" VALVE, - I HYDRANT CENTERLINE NEW 2 -INCH COPPER WATER SERVICE CONNE TION. INSTALL NEW CURB 6 VALVE 2 HYDRANT I ; 'I STOP, REMOVE EXISTING, AND CONNECT TO EXISTING SERVICE LINE ASSEMBLY, AND CAP EXISTING MAIN. II i MILLER AVENUE WATER MAIN SCALE: 1" = 10' WATER MAIN CONSTRUCTION NOTES INSTALL 20 LF OF 6" WATER M IN BEYOND I I 1. ALL CONSTRUCTION SHALL CONFORM TO CITY OF IOWA STA 73+60 tCITY SPECIFICATIONS. NEW 1 -INCH COPPER WATER SERVICE 8"x6" TEE FOR HYDRANT I NEW 1 -INCH COPPER WATER SERVICE CONNECTION. INSTALL NEW CURB ASSEMBLY WITH 2. ALL NEW WATER MAIN TO BE INSTALLED WITH MINIMUM I STA 70+37.0,18.5' LT. CONNECTION. INSTALL NEW CURB STOP, REMOVE EXISTING (NOTI Y I AUXILIARY GATE VALVE VERTICAL COVER OF 5'-6" FROM TOP OF PIPE TO 6" GATE VALVE STOP, REMOVE EXISTING (NOTIFY WATER DEPT IF NOT LOCATED) ND I PROPOSED FINISHED GRADE. STA 70 7.0, 14.5' LT. WATER DEPT IF NOT LOCATED) AND CONNECT TO EXISTING SERVICE LINE. CONNECT TO EXISTING SERVIC LINE. 1 I 3. PIPE JOINT GASKETS SHALL BE NITRILE RUBBER GASKETS. 6"x6" TEE F R HYDRANT STA 70+37.0, 5.5' LT. i STA 74+34.5, 2.0' RT. AS�EMBLY WITH I 6" GATE VALVE LIVE TAP CONNECTION TO 4. NEW WATER SERVICES SHALL UTILIZE TAPPING SADDLES AUXILIARY, GATE VALVE STA 70+78.4, 3.5 LT. EXISTING 8 -INCH WATER MAIN WITH NITRILE GASKETS.. I NEW 1 -INCH COPPER WATER SERVICE --------------' CONNECTION. INSTALL NEW CURB WITH 8"x8" STAINLESS STEEL TAPPING SLEEVE (WITH NITRILE 5. ALL BOLTS SHALL BE NSS COR -BLUE. i STOP, REMOVE EXISTING AND 8" DIP WATER n n CONNECT TO EXISTING SERVICE LINE. MAIN (TYP) I GASKETS), VALVE AND TRACER 1 6. ALL DUCTILE -IRON PIPE AND FITTING SHALL BE WRAPPED E WIRE TERMINAL BOX. WITH AN 8 MIL POLYETHYLENE ENCASEMENT PER THE - - - I SPECIFICATIONS. 00"a _______J-- -; r -----T 7. PROVIDE AND INSTALL TRACER WIRE AND TRACER WIRE TERMINAL BOXES FOR ALL NEW WATER MAIN. TERMINAL - - - - I BOXES TO BE PLACED AT ALL HYDRANT ASSEMBLIES AND _ _ CAST INTO THE PAVING AT ALL LIVE TAP CONNECTIONS. I - I w u, 8. WHERE NOTED ON THE PLANS FOR AL _T 74+ 45 DRILLING INSTALLATION, COMPLY WITH SUDAS - _ _ _ _ SPECIFICATION SECTION 3020 FOR TRENCHLESS INSTALLATION METHOD. 9. TRENCHED WATER MAIN PIPE SHALL BE CLASS 52 DUCTILE REMOVE EXISTING i IRON PIPE. STA 70+37.0, 1.5' LT. -j- 8 TEE I -- - -,a -- - --' - - �- --" -, -r- - - - - - __ - n - n - w -- -- n w I L. � - 8„x8" TEE AND 8" I - v ( ) VALVES 2. CAP � 10. DIRECTIONAL DRILLED WATER MAIN PIPE SHALL BE CLASS x6 Q THRUST BORE 1 -INCH COPPER o REMOVE EXISTINGMAIN TO THE SOUTH.' T 53 RESTRAINED JOINT (SNAP-LOK) DUCTILE IRON PIPE. ,. ; o STA 70+35.0, 1.5 LT. � WATER SERVICE (45± LF) ABANDON IN-PLACE DRANT AND CAP HYDRANT � - -- 8" GATE VALVE ";, UNDER ORCHARD STREET -�� EXISTING WATER MAIN (TYP) EXISTING MAIN I 11. PRIOR TO CONNECTING NEW WATER SERVICES AND _ - -- --- 1 �� - SHUTTING DOWN EXISTING WATER MAINS, NEW WATER -T- - - - - - 1 --- - - G --_ " -� - -T -T - - T - T- - INSTALL NEW � MAIN TO BE COMPLETED AND SHALL HAVE PASSED DISINFECTION AND PRESSURE TESTS. - GATE VALVE, / SND CONNECT / TO EXISTING 8" m 12. CONTRACTOR IS REQUIRED TO PROVIDE MINIMUM 48-HOUR ADVANCE NOTICE TO OWNER'S REPRESENTATIVE AND AFFECTED PROPERTY OWNER _ - - - - r: WATER MAIN ON � I PRIOR TO SHUTTING OFF WATER SERVICE. STA 70+12, 1.5' LT. _ STA 72+24.0, 2.0 RT. EITHER 5 IDE 8' x 6" REDUCER NEW 1 -INCH COPPER WATER ISOLID 13. CONTRACTOR TO CONTACT CITY OF IOWA CITY WATER SERVICE CONNECTION. � DEPARTMENT TO SCHEDULE ALL LIVE TAP CONNECTIONS. SLEEVES SLWITH II I STA 70+06, 1.5' LT. STA 72+24.0 47.0' RT. MEGALUG I 14. ALL EXISTING HYDRANTS REMOVED ARE TO BE LIVE TAP CONNECTION TO EXISTING 6 -INCH WAT R MAIN WITH 6"x6" STAINLESS S EEL INSTALL NEW CURB STOP, REM VE EXISTING, 1 RESTRAINED I I DELIVERED TO THE CITY WATER DEPARTMENT. TAPPING SLEEVE (WITH NITRILE GASKETS), VALV AND TRACER WIRE TERMINAL ';Jx`.. AND CONNECT TO EXISTING SE VICE LINE. JOINTS I . I o 15. PLACE CONCRETE CAP ON ALL NEW CURB STOP INSTALLATIONS WITHIN PAVING. - ORCHARD STREET WATER MAIN SCALE: 1" = 20' v L Cedar Rapids, IA Iowa Cit IA % Des Moines, IA SHI` '^F� A�ERY Y Shive-Hattery, Inc. 2834 Northgate Drlve, Iowa City, Iowa 52245 DRAWN BYI JDB DATE, 06-05-12 JOHNSON COUNTY PROJECT NUMBER 111234-0 WATER MAIN -MILLER AVENUE AND ORCHARD STREET SHEET __Ng,_ _ TOTAL SHEETS , E N G N E 3 N Molin, eIL , Bloomington, IL , Chicago, IL (319) 354-3040 • Fax (319) 354-6921 CHECKED BY1 KPT DATE, 06-05-12 M,�1 Y2" EXPANSION JOINT AT EXISTING BACK OF CURB EXISTING DRIVEWAY EXISTING GUTTER B' JOINT AGAINST EXISTING — PAVED DRIVEWAY A A 'C' JOINT, TYP. DELINEATE SIDEWALK JOINTS 'C' OR'B' JOINT, TYP.-7 THROUGH DRIVEWAY WITH Y2' EXPANSION JOINTS 14 d d� a < d a ° TAPER CURB HEIGHT TO BE FLUSH WITH SIDEWALK 6" PCC SIDEWALK PANELS WITHIN DRIVEWAY, TYP, CURB 6" PCC FOR DRIVEWAY, TYP. B Y2" EXPANSION JOINT AT EXISTING BACK OF CURB EXISTING BACK / OF CURB NOTES: 1. GRAVEL DRIVEWAYS TO BE 6" OF CLASS "A" CRUSHED STONE. REGRADE TO MATCH NEW PAVEMENT AND EXISTING DRIVEWAY. TYPICAL DRIVEWAY NOT TO SCALE EXISTING HUDSON AVENUE WEST RIGHT-OF-WAY LINE 0.50' EXISTING 3"x4" BEVELED I WOOD LANDSCAPE TIMBERS I T� rl rn ul ul nl n. -.r MATCH TO EXISTING CURB CUT EXISTING STREET 18" MIN. MAINTAIN STREET DEPTH FOR A MINIMUM OF 12" INTO THE DRIVEWAY APPROACH (8" MINIMUM THICKNESS). DRIVEWAY SECTION B -B NOT TO SCALE 4" PCC FOR MILLER AVENUE AND HUDSON AVENUE SIDEWALKS. 6" PCC FOR TRAIL AND OTHER SIDEWALKS. U a co U a a a SCARIFY AND COMPACT SUBGRADE GRANULAR LEVELING COURSE DRIVEWAY SECTION A -A NOT TO SCALE OTA(_(_CD DCNAn%/AI AC 11.72' LANDSCAPE TIMBERS TO BE REMOVED See 1Detail A 5% max. 2) cross slope - Pavement Y" expansion joint —DETECTABLE WARNINGS SHALL BE ADA COMPLIANT CAST-IRON DETECTABLE WARNING PANELS PAINTED BRICK -RED BY NEENAH FOUNDRY, EAST JORDAN IRON WORKS, OR APPROVED EQUAL. Curb ramp Landing Possible parallel ramp :ngth Varies 4'-0" Min. Length Varies ® 4" MIN 6" MIN S10e '4 es ✓ — � 27. max. TYPICAL SECTION - CURB RAMP Sloped curb - Back of curb 7 %" i Gutter line- max. Normal slope Level line Roadway pavement DETAIL A GENERAL SIDEWALK DETAILS NOT TO SCALE EXISTING WALL SECTION - LOOKING NORTH NOT TO SCALE EXISTING HUDSON AVENUE WEST RIGHT-OF-WAY LINE 1 0.67' I NEW TIMBERS (TYP) I 1 T/W = 656.67 I 1 1 I 1 I I I 1 O I I EXISTING TIMBERS o (TYP) - 1 1 ci z I I B/W = 654.92 1 1 #3 EPDXY COATED REBAR ALIGNED WITH CENTER OF LANDSCAPE TIMBERS, FLUSH WITH TOP (TYP). PRE -DRILL 1/2 -INCH DIAMETER PILOT HOLE PROPOSED WALL SECTION - LOOKING NORTH NOT TO SCALE LANDSCAPE TIMBER RETAINING WALL (909 HUDSON AVENUE NOT TO SCALE 1.83' 0.83' V/-lLV(lVL L/\IV I IIYV 1 IL-LJIIVI\ V 1 V 1 LIVI VVIvll VIYLIY 1 V 1 1 I C L I I I 02 I C'i I z 1 V/-lLV(lVL L/\IV I IIYV 1 IL-LJIIVI\ V 1 V 1 LIVI VVIvll VIYLIY 1 V FOR REINSTALLATION WITHIN NEW WALL 7.00' 3.00' 0.50' 0.50' 1.00' PROPOSED WALL SECTION - LOOKING WEST NOT TO SCALE 12.00' 3.00' 0.75' 0.50' 1.00' REINSTALL E�(ISTING TIE -BACK SYtTEM COMPONENTS (TYP OF 2) STAGGERED JOINTS (TYP) WARNIN TAF IF CROSSWALKS ARE MARKED, LOCATE RAMPS, EXCLUSIVE OF FLARES, WITHIN THE CROSSWALK MARKINGS. Standard sidewalk O1 PARALLEL RAMP: IF NORMAL SIDEWALK ELEVATION CANNOT BE ACHIEVED WITH THE PERPENDICULAR RAMP BETWEEN THE STREET AND LANDING DUE TO LIMITED RAMP LENGTH, PROVIDE A PARALLEL RAMP TO MAKE UP THE ELEVATION DIFFERENCE BETWEEN THE LANDING AND THE STANDARD SIDEWALK. THE LENGTH OF THE PARALLEL RAMP IS NOT REQUIRED TO EXCEED 15 -FEET, REGARDLESS OF THE RESULTING SLOPE. DO NOT EXCEED 8.3% SLOPE FOR PARALLEL RAMPS SHORTER THAN 15 -FEET. O2 INSTALL A 24 -INCH WIDE (MIN.) STRIP OF DETECTABLE WARNINGS AT THE BACK OF CURB. EXTEND THE DETECTABLE WARNINGS ACROSS THE FULL WIDTH OF Roadway curb THE RAMP. / 3O PROVIDE A MINIMUM OF 6 -INCHES OF CONCRETE BELOW THE DETECTABLE WARNING PANEL. } ® LANDING: MAXIMUM SLOPE OF 2% IN ANY DIRECTION. Key LY" expansion joint DETAIL B (Curb return) Ramp Detectable warning Landing TOP OF FINISHED GRADE PROVIDE TOPSOIL OR PAVING AS PER PLANS AND SPECIFICATIONS. ACTUAL TRENCH SIDESLOPE TO BE DETERMINED BY CONTRACTOR IN ACCORDANCE WITH OSHA STANDARDS. BACKFILL SHALL BE IOWA DOT GRADATION NO. 11 CLASS "A" ROADSTONE IN CITY OF IOWA CITY RIGHT-OF-WAY. ALL OTHER BACKFILL SHALL BE SUITABLE NATIVE MATERIAL. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. TRACER WIRE EMBEDMENT SHALL BE SUITABLE NATIVE MATERIAL. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. -� •n -7• - TYPICAL TRENCHED WATER PIPE EMBEDMENT AND INSTALLATION DETAIL NOT TO SCALE FINISHED GRADE ADJACENT TO FACE OF WALL 1.00' 1.00' 1.00' 1.00' T/W = 655.67 = FINISHED GRADE #3 EPDXY COATED REBAR ALIGNED WITH CENTER OF LANDSCAPE TIMBERS, FLUSH WITH TOP (TYP). PRE -DRILL 1/2 -INCH DIAMETER PILOT HOLE. INSTALL NEW TIE -BACK SYSTEM TO MATCH EXISTING. EXTEND 4'-0" MINIMUM FROM BACK FACE OF WALL. 1'-3" 1 5/ 11 8 FORM SLOPE AS GRADE c0 2" R PER PLANS ELEVATION 8" SLOPED CURB FORM `—" GRADE ELEVATION z., 12" SLOPE AS 2" R PER PLANS SIDEWALK WITH INTEGRAL CURB NOT TO SCALE I SI --I I V C - � .°�'�a �� ",` Cedar Raplds, IA " Iowa City, IA "Des Moines, IA Shlve-Hattery, Inc. 2834 Northgate Drlve, Iowa City, Iowa 52245 � DRAWN BYI JDB ➢ATEI 06 -OS -12 ! r i PROJECT NUMBER 'htt i I i u i Hu J(]HNSON ,.DUNTY r— 111234-0 CONSTRUCTION DETAILS U O1 SHEETS Moline, IL � Bloomington, IL � Chicago, IL (319) 354-3040 � Fax (319) 354-6921 CHECKED BYI KPT DATEI 06 -OS -12 14 690 685 680 675 670 690 685 680 675 670 690 685 680 675 670 14+75 � I 675 690 670 685 680 cV E E — -40 675 N 20 0 -40 -20 0 20 4( 0 670 ' 3 I 0 ,.i FJ v J , I I M rn �C6 Q 1, � 40 -20 0 20 40 15+00 -40 -20 0 20 40 15+25 685 675 690 670 685 680 cV E E — -40 675 N 20 0 -40 -20 0 20 4( 0 670 3 0 ,.i FJ � J I �I - ' --- + ._. -' W N -40 -20 0 20 40 15+25 40 -20 0 20 4( 15+50 690 685 680 675 670 690 685 680 675 670 690 685 680 675 670 690 685 685 680 675 670 685 680 675 670 685 680 675 670 15+75 40 -20 0 20 4( 16+00 -N ...__..___IO Co-. ._ - __._ —_—_.------- 40 -20 0 20 4C 16+25 680 685 675 690 670 685 680 cV E E — -40 675 N 20 0 -40 -20 0 20 4( 0 670 40 -20 0 20 4( 15+50 690 685 680 675 670 690 685 680 675 670 690 685 680 675 670 690 685 685 680 675 670 685 680 675 670 685 680 675 670 15+75 40 -20 0 20 4( 16+00 -N ...__..___IO Co-. ._ - __._ —_—_.------- 40 -20 0 20 4C 16+25 680 685 675 680 670 675 40 -20 0 20 4( 16+50 685 680 675 670 0 — -40 -20 0 20 40 -40 -20 0 20 4( 3 0 ,.i FJ SH IVCHATf ERY Cedar Rapids, IA Iowa City, IA Des Moines, IA Shiva-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAwN BY JDB DATE. 06 -OS -12 A d C H I E c t U e E+ E N G I N E E R I N G Mollne, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 685 680 675 670 685 680 675 670 685 680 675 JOHNSON COUNTY 685 680 675 685 680 675 685 680 675 685 680 16+75 40 -20 0 20 4C 17+00 40 -20 0 20 4C 17+25 I _1— , Cq-- - _. _.Inrn._. 40 20 0 20 4( 17+50 -40 -20 0 20 4( PROJECT NUMBER 111234-0 685 680 675 685 680 675 685 680 675 685 680 675 685 680 675 690 685 680 675 690 685 685 680 680 675 675 CROSS-SECTIONS 17+75 _... r n--- - __ _. --a-- - ---- ca to 40 -20 0 20 4C 18+00 40 -20 0 20 4( 18+25 40 -20 0 20 4( 18+50 685 680 675 680 675 690 685 680 675 r» 0 bau ---- 685 � I 680 , v co - 675 -40 -20 0 20 40 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHEET TOT NO. SHEE X,02 18+75 690 685 680 675 685 680 675 ooa 680 675 685 680 675 -40 -20 0 20 40 19+00 I 1 \ 1 \ ' / --------._ -—�_mrn__. _ _cn0 cn0 40 -20 0 20 4( 19+25 I I I I I y` I ' i ------------ -"_I_ j 1 \ ` \ I I \ ' -I ' \ -- m \ , \ 1 f \ i , \ i I \ / 685 680 675 -40 -20 0 20 40 19+00 I 1 \ 1 \ ' / --------._ -—�_mrn__. _ _cn0 cn0 40 -20 0 20 4( 19+25 I I f y` ------------ -"_I_ \ \ I I \ ' -I ' -- m m , \ 690 685 680 875 685 680 675 aou 680 675 -40 -20 0 20 40 19+50 40 -20 0 20 4C 685 680 675 690 685 680 675 19+75 690 685 680 675 695 690 685 680 675 695 690 685 680 675 -40 -20 0 20 4C 20+00 -40 -20 0 20 40 20+25 -40 -20 0 20 40 20+50 690 685 680 675 40 -20 0 20 4C SHIVCHATTCRY Cedar Rapids, IA, Iowa City, IA Des Molnes, IA Shive-Hattery, Ina 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE, 06-05-12 u a E + E N c f N E E a f N c Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 \ Fax (319) 354-6921 CHECKED BY KPT DATE, 06-05-12 690 685 680 675 695 690 685 680 675 695 690 685 680 675 JOHNSON COUNTY 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 20+75 -40 -20 0 20 40 21+00 -40 -20 0 20 40 21+25 -40 -20 0 20 40 21+50 40 -20 0 20 4C PROJECT NUMBER - 111234-0 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 CROSS-SECTIONS 21+75 40 -20 0 20 4C 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHEET TOTAL NO. SHEETS X,03 I \ -I i 1 1 , \ i , \ i I \ / (O tp -40 -20 0 20 40 20+25 -40 -20 0 20 40 20+50 690 685 680 675 40 -20 0 20 4C SHIVCHATTCRY Cedar Rapids, IA, Iowa City, IA Des Molnes, IA Shive-Hattery, Ina 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE, 06-05-12 u a E + E N c f N E E a f N c Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 \ Fax (319) 354-6921 CHECKED BY KPT DATE, 06-05-12 690 685 680 675 695 690 685 680 675 695 690 685 680 675 JOHNSON COUNTY 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 20+75 -40 -20 0 20 40 21+00 -40 -20 0 20 40 21+25 -40 -20 0 20 40 21+50 40 -20 0 20 4C PROJECT NUMBER - 111234-0 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 CROSS-SECTIONS 21+75 40 -20 0 20 4C 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHEET TOTAL NO. SHEETS X,03 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 22+00 -40 -20 0 20 40 22+25 -40 -20 0 20 40 22+50 i CoC14 M CD 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 665 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 22+75 -40 -20 0 20 40 23+00 -40 -20 0 20 40 23+25 -40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 23+50 40 -20 0 20 40 23+75 -40 -20 0 20 40 24+00 40 -20 0 20 40 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 24+25 40 -20 0 20 4( 24+50 40 -20 0 20 4C 24+75 700 695 690 685 680 675 695 690 685 680 675 40 -20 0 20 4( HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET S H IVC FIATT C RY DRAWN BYt JDB DATEi 06-05-12 PROJECT NUMBER SHEET TOTAL Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa CIty, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS N0. SHEETS ARCH t e c r u k e+ N c i N e e a N c Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 % Fax (319) 3546921 CHECKED BY, KPT DATES 06 -OS -12 X,04 , ` 1 -40 -20 0 20 40 22+50 i CoC14 M CD 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 665 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 22+75 -40 -20 0 20 40 23+00 -40 -20 0 20 40 23+25 -40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 23+50 40 -20 0 20 40 23+75 -40 -20 0 20 40 24+00 40 -20 0 20 40 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 24+25 40 -20 0 20 4( 24+50 40 -20 0 20 4C 24+75 700 695 690 685 680 675 695 690 685 680 675 40 -20 0 20 4( HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET S H IVC FIATT C RY DRAWN BYt JDB DATEi 06-05-12 PROJECT NUMBER SHEET TOTAL Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa CIty, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS N0. SHEETS ARCH t e c r u k e+ N c i N e e a N c Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 % Fax (319) 3546921 CHECKED BY, KPT DATES 06 -OS -12 X,04 I 695 690 685 �Y:P1• 675 690 685 680 675 25+00 40 -20 0 20 4C 25+25 40 -20 0 20 4C 695 690 685 680 675 690 685 680 675 690 685 690 685 680 26+00 40 -20 0 20 4( 26+25 40 -20 0 20 4C 690 685 1i1 690 685 680 695 690 685 680 �:kb1• 685 680 27+00 690 I ; i.. I - t- rn w co I 26+50 27+50 685 685 690 690 690 oi I.v, i coo m 40 -20 0 20 4C 695 690 685 680 675 690 685 680 675 690 685 690 685 680 26+00 40 -20 0 20 4( 26+25 40 -20 0 20 4C 690 685 1i1 690 685 680 695 690 685 680 �:kb1• 685 680 27+00 40 -20 0 20 4C 27+25 40 -20 0 20 4( 695 690 685 680 690 685 680 695 690 685 680 675 28+00 40 -20 0 20 4( 695 690 685 680 675 25+50 690 690 - t- rn w co 40 -20 0 20 4C 27+25 40 -20 0 20 4( 695 690 685 680 690 685 680 695 690 685 680 675 28+00 40 -20 0 20 4( 695 690 685 680 675 25+50 690 690 26+50 27+50 685 685 690 690 690 690 680 _, 680 685 685 685 685 __ \ i O IO ~---- �O/ 675 (D 675 680 `D m 680 680 680 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 27+75 695 695 25+75.- 690 690 690 690 i 26+75 - - 685 685 690 690 685 \ 685 \ 680 680 685 685 680 680 ----- _ _. -co I QI rui vv Or cc 00 - - _... _- __..-_.._ _. -M M- _._—_.._ _.__.__.__...___ __ - _. T V .. 675 ° CO 675 680 CO W680 675 CO ° 675 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET Cedar Rapids, IA \ Iowa CI S H IVC t IATI'C RY P City, IA \ Des Moines IA 7Shlve-Hattery, Ina 2834 North ate Drive, Iowa Cit Iowa g y 52245 DRAWN BYt JDB DATE 06 -OS -12 JOHNSON COUNTY PROJECT NUMBER SHEET NO. TOTAL SHEETS A R C r. - C r u e E I E N c I N E E e I N c Moline, IL \ Bloomington, IL \ Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 111234-0 CROSS-SECTIONS X,05 �F 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 61 28+25 40 -20 0 20 40 28+50 -40 -20 0 20 40 28+75 I 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 29+00 -40 -20 0 20 40 29+25 40 -20 0 20 4( 29+50 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 29+75 -40 -20 0 20 40 30+00 40 -20 0 20 4C 30+25 40 -20 0 20 4C 695 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 30+50 -40 -20 0 20 40 30+75 -40 -20 0 20 40 31+00 40 -20 0 20 4( 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE: 06-05-12 PROJECT NUMBER SHEET TOTAL SI-I�VC�-lATiC-RY JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO. SHEETS ARCH T E C T u R E+ E N c I N E E R I N c Moline, IL Bloomington, IL Chicago, IL (319) 354-3040 Fax (379) 354-6921 CHECKED BY: KPT DATE 06-05-12 X,06 E 0 N a 0 0 Lil 0 3 a F, x / 3 D / 0 r� N - o i a y a a 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 61 28+25 40 -20 0 20 40 28+50 -40 -20 0 20 40 28+75 I 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 29+00 -40 -20 0 20 40 29+25 40 -20 0 20 4( 29+50 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 29+75 -40 -20 0 20 40 30+00 40 -20 0 20 4C 30+25 40 -20 0 20 4C 695 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 30+50 -40 -20 0 20 40 30+75 -40 -20 0 20 40 31+00 40 -20 0 20 4( 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY, JDB DATE: 06-05-12 PROJECT NUMBER SHEET TOTAL SI-I�VC�-lATiC-RY JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO. SHEETS ARCH T E C T u R E+ E N c I N E E R I N c Moline, IL Bloomington, IL Chicago, IL (319) 354-3040 Fax (379) 354-6921 CHECKED BY: KPT DATE 06-05-12 X,06 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 31+25 40 -20 0 20 4C 31+50 I 40 -20 0 20 4C 31+75 700 695 690 685 680 675 700 695 690 685 680 675 705 700 695 690 680 675 700 695 690 685 680 675 32+00 -40 -20 0 20 4C 32+25 700 i 695 695 690 690 34+00 690 695 695 \ I � 1-- V I E 685 690 690 \ - 685 685 685 \ \ \ 680 685 685 I \ __ --- -------- ORIZONTAL SCALE 00 m 15 20 60 675 680 \ -40 -20 I 40 SCALE IN FEET VERTICAL SCALE 0 5 10 I SCALE IN FEET \ o SHEET \ I CROSS-SECTIONS NO, SHEE \ X.07 Lij a 680 680 680 - -- — - - - --i \ I 10D---------- - o -. m __._.. __.____-__._� ____.. __ _- r) N -__. a ...-. _.- o---- r- CC) - ---- . r,00 io 675 675 675 ° m -40 -20 0 20 40 -40 -20 0 20 40 o i 0 a \ n N j v I i . co c�0 co 40 -20 0 20 4C 31+50 I 40 -20 0 20 4C 31+75 700 695 690 685 680 675 700 695 690 685 680 675 705 700 695 690 680 675 700 695 690 685 680 675 32+00 -40 -20 0 20 4C 32+25 700 700 695 695 690 690 40 -20 0 20 4C 32+50 a SHIVEFIATTCRY" Cedar Rapids, IA \ Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 A R C H i T-_ C T u B E . E N c I N E E R I N c Moline, IL \ Bloomington, IL \ Chicago, IL (319) 354-3040 \ Fax (319) 354-6921 CHECKED BY: KPT DATE, 06-05-12 705 700 695 690 685 680 675 700 695 690 685 680 675 rL�b1• 695 690 685 680 675 JOHNSON COUNTY 695 690 685 680 675 695 690 685 680 675 32+75 695 690 685 680 675 40 -20 0 20 4( 33+00 40 -20 0 20 4C 33+25 40 -20 0 20 4C PROJECT NUMBER_ 111234-0 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 33+50 40 -20 0 20 4C 33+75 40 -20 0 20 4C 695 690 685 680 675 695 690 685 680 675 695 34+00 690 695 695 \ � 1-- V I E 685 690 690 \ - 685 685 685 \ \ \ 680 685 685 I \ __ --- -------- ORIZONTAL SCALE 00 m 15 20 60 675 680 -40 -20 0 20 40 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET o SHEET \ CROSS-SECTIONS NO, SHEE \ X.07 Lij a 680 680 680 10D---------- - o -. m __._.. __.____-__._� ____.. __ _- r) N -__. a ...-. _.- o---- r- CC) - ---- . r,00 io 675 675 675 ° m -40 -20 0 20 40 -40 -20 0 20 40 o i 0 a n N a SHIVEFIATTCRY" Cedar Rapids, IA \ Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BY: JDB DATE: 06-05-12 A R C H i T-_ C T u B E . E N c I N E E R I N c Moline, IL \ Bloomington, IL \ Chicago, IL (319) 354-3040 \ Fax (319) 354-6921 CHECKED BY: KPT DATE, 06-05-12 705 700 695 690 685 680 675 700 695 690 685 680 675 rL�b1• 695 690 685 680 675 JOHNSON COUNTY 695 690 685 680 675 695 690 685 680 675 32+75 695 690 685 680 675 40 -20 0 20 4( 33+00 40 -20 0 20 4C 33+25 40 -20 0 20 4C PROJECT NUMBER_ 111234-0 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 33+50 40 -20 0 20 4C 33+75 40 -20 0 20 4C 695 690 685 680 675 695 690 685 680 675 695 34+00 690 695 695 \ � 1-- V I 685 690 690 \ \ \ \ 680 685 685 I \ __ --- -------- ORIZONTAL SCALE 00 m 15 20 60 675 680 -40 -20 0 20 40 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHEET TOT, CROSS-SECTIONS NO, SHEE X.07 j 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 34+25_ 40 -20 0 20 40 34+50 i -r— 40 -20 0 20 40 34+50 -40 -20 0 20 40 34+75 i -r— ` I i I \ ------------ ------- __-00 i 00 --------- �---._-_ __... I -_. no - mfm _—._. -----------. -40 -20 0 20 40 34+75 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 35+00 40 -20 0 20 4C 35+25 40 -20 0 20 4( 35+50 40 -20 0 20 4( 695 690 685 680 675 695 690 665 680 675 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 35+75 40 -20 0 20 4C 36+00 -40 -20 0 20 40 36+25 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 675 700 695 690 685 680 36+50 700 695 690 685 680 40 -20 0 20 4C 36+75 40 -20 0 20 4C 37+00 700 695 690 685 680 675 40 -20 0 20 4C 700 695 690 685 700 695 690 685 .:1 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET S H IVC- F-IATTC RY DRAWN BYt JDB DATE, 06-05-12 PROJECT NUNBER SHEET TOTAL Cedar Rapids, IA Iowa City, IA Des Moines IA ,5hive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO, SHEETS ARC HIT e C T U R E. ENGINEERING Moline, IL , Bloomington, L. Chicago, IL (319) 3543040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 X,08 I -r— i Go cc I C6_. _.__ ------- ----- - 00 OD to co 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 695 690 685 680 675 35+00 40 -20 0 20 4C 35+25 40 -20 0 20 4( 35+50 40 -20 0 20 4( 695 690 685 680 675 695 690 665 680 675 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 35+75 40 -20 0 20 4C 36+00 -40 -20 0 20 40 36+25 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 675 700 695 690 685 680 36+50 700 695 690 685 680 40 -20 0 20 4C 36+75 40 -20 0 20 4C 37+00 700 695 690 685 680 675 40 -20 0 20 4C 700 695 690 685 700 695 690 685 .:1 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET S H IVC- F-IATTC RY DRAWN BYt JDB DATE, 06-05-12 PROJECT NUNBER SHEET TOTAL Cedar Rapids, IA Iowa City, IA Des Moines IA ,5hive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO, SHEETS ARC HIT e C T U R E. ENGINEERING Moline, IL , Bloomington, L. Chicago, IL (319) 3543040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 X,08 i N 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 37+25 _ -- N 695 E 690 H 685 N j O 675 N 700 700 695 V 690 O 685 �D 680 O 675 675 H Q D U' 3 a x ' i i a N / U N V N � O a 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 37+25 _ -- i I 695 695 690 690 685 685 j 680 675 675 700 700 695 695 690 690 685 685 680 680 675 675 ' — - - - _L I � i \ \ \ 1 - I o n - --- -- -- Co w -40 -20 0 20 40 37+50 -40 -20 0 20 40 37+75 40 -20 0 20 4( 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 38+00 -40 -20 0 20 40 38+25 -40 -20 0 20 40 38+50 -40 -20 0 20 4( 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 660 675 38+75 40 -20 0 20 40 39+00 -40 -20 0 20 40 39+25 40 -20 0 20 4C 700 695 690 685 680 700 695 690 685 680 �:YIM 39+50 700 700 695 695 690 690 685 685 680 680 675 675 700 700 695 695 690 690 685 685 680 680 675 675 -40 -20 0 20 40 39+75 -40 -20 0 20 40 40+00 40 -20 0 20 4( 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET S H IVCFIATTC RY DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL Cedar Rapids, IA Iowa City, IA Des Moines IA Shiva-Hattery, Ina 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO. SHEETS < C � T e C T U R E + E N c i N E E R i N c Moline, IL \ Bloomington, IL \ Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BY: KPT DATE 06-05-12 1 X,09 i 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 37+25 I \ I I \ \ \ \ � I I --.—. - i oui - — - - co� -40 -20 0 20 40 37+50 -40 -20 0 20 40 37+75 700 700 695 695 690 690 685 685 680 680 675 675 700 700 \ \\ 1 I I ` I 1_______ _... _ - - f 1 I u� i N CD LO W (2D -40 -20 0 20 40 37+75 40 -20 0 20 4C 695 690 685 680 675 700 695 690 685 680 675 38+00 690 685 680 675 700 695 690 685 680 675 -40 -20 0 20 40 38+25 -40 -20 0 20 40 38+50 -40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 38+75 -40 -20 0 20 40 39+00 40 -20 0 20 40 39+25 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 700 695 690 685 680 675 700 695 690 685 680 675 39+50 -40 -20 0 20 40 39+75 700 [8'b� -40 -20 0 20 40 40+00 40 -20 0 20 4C 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET DRAWN BYI JDB DATEI 06-05-12 PROJECT NUMBER SHEET TOTAL SH IVCHATTERY Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO, SHEETS A K C H I E C T u e E+ E N c I N E E e I N c Moline, IL \ Bloomington, IL ` Chicago, IL (319) 354-3040 Fax (319) 354-6921 CHECKED BY, KPT DATE06-05-12 X.10 700 700 695 695 690 690 685 685 680 680 675 675 700 700 40 -20 0 20 4C 695 690 685 680 675 700 695 690 685 680 675 38+00 690 685 680 675 700 695 690 685 680 675 -40 -20 0 20 40 38+25 -40 -20 0 20 40 38+50 -40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 38+75 -40 -20 0 20 40 39+00 40 -20 0 20 40 39+25 40 -20 0 20 4C 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 700 695 690 685 680 675 700 695 690 685 680 675 39+50 -40 -20 0 20 40 39+75 700 [8'b� -40 -20 0 20 40 40+00 40 -20 0 20 4C 690 685 680 675 700 695 690 685 680 675 700 695 690 685 680 675 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET DRAWN BYI JDB DATEI 06-05-12 PROJECT NUMBER SHEET TOTAL SH IVCHATTERY Cedar Rapids, IA Iowa City, IA Des Moines, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO, SHEETS A K C H I E C T u e E+ E N c I N E E e I N c Moline, IL \ Bloomington, IL ` Chicago, IL (319) 354-3040 Fax (319) 354-6921 CHECKED BY, KPT DATE06-05-12 X.10 695 690 685 680 675 690 685 680 675 40+25 40 -20 0 20 4( 40+50 10 -20 0 20 4( 695 690 685 680 675 690 685 680 675 685 680 675 670 685 680 675 670 41+25 40 -20 0 20 4( 41+50 40 -20 0 20 4( 685 680 675 670 685 680 675 670 685 680 675 670 680 675 670 42+25 10 -20 0 20 4( 42+50 Cq qt co t0 -20 0 20 4( 685 680 675 670 680 675 670 680 675 680 675 43+25 10 -20 0 20 4( 43+50 _to —_. m c0 -- — to -20 0 20 4( 680 675 680 675 E 41+75 N 685 685 0 0 M 0 w x 3 __. _ __ 0 - _- N 42+75 U 43+75 685 N N � O c`. 680 680 680 680 680 695 690 685 680 675 690 685 680 675 40+25 40 -20 0 20 4( 40+50 10 -20 0 20 4( 695 690 685 680 675 690 685 680 675 685 680 675 670 685 680 675 670 41+25 40 -20 0 20 4( 41+50 40 -20 0 20 4( 685 680 675 670 685 680 675 670 685 680 675 670 680 675 670 42+25 10 -20 0 20 4( 42+50 Cq qt co t0 -20 0 20 4( 685 680 675 670 680 675 670 680 675 680 675 43+25 10 -20 0 20 4( 43+50 _to —_. m c0 -- — to -20 0 20 4( 680 675 680 675 41+75 685 685 40+75 __. _ __ - _- 42+75 43+75 685 685 680 680 680 680 680 680 \ I \ � 1 680 _ 680 675 675 675 675 675 -_ 675 ---- , n —�- --...__._ L6 n C6 n 675 -' -- KO 675 670 to Co 670 670 m co 670 670 to 670 -40 -20 0 20 40 -40 -20 0 20 40 40 -20 0 20 40 -40 -20 0 20 40 r: 41+00 42+00 " 685 685 685 685 - __ - _ ----- --- - 43+00 44+00 680 680 680 680 680 680 680 680 / - ------- 675 --- ----_ 675 675 675 675 675 675 - 675 675 _ - - __. ___- N(NO"--_ N CSO m m 670 fO `O 670 670 `n° `n° 670 670 670 670 w 670 -40 -20 0 20 40 -40 -20 0 20 40 40 -20 0 20 40 -40 -20 0 20 40 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SH`' PZ `," � V C�—�ATr�1'S Cedar Rapids, IA � Iowa City, IA � Des Moines, IA Shlve-Hattery, Inc. 2834 Northgate Drive, Iowa Clty, Iowa 52245 DRAWN BY, JDB DATEi 06-05-12 PROJECT NUMBER SHEET ND. TOTAL SHEETS A K L H 1 E C T u R E+ E N c t N E E R i N G Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 N Fax (319) 354-6921 CHECKED BY: KPT DATE: 06-05-12 JOHNSON COUNTY 111234-0 CROSS-SECTIONS X.11 • 680 675 670 675 670 665 680 675 670 665 44+25 40 -20 0 20 4( 44+50 v 675 E 670 670 665 665 660 0 N V O O H Q C7 1 3 0 x 3 i a N V N • 2 a \ a Y a 680 675 670 675 670 665 680 675 670 665 44+25 40 -20 0 20 4( 44+50 40 -20 0 20 4C 44+75 \ �-i i N i W 40 -20 0 20 4( 680 675 670 675 670 665 680 675 670 665 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 45+00 680 675 675 670 670 665 665 660 660 1 lv \ \ \ i \ / I \ l - (D;- 40 -20 0 20 4C 44+75 \ �-i i N i W 40 -20 0 20 4( 680 675 670 675 670 665 680 675 670 665 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 45+00 40 -20 0 20 4C 45+25 40 -20 0 20 4C 45+50 -40 -20 0 20 4C 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 660 45+75 680 675 670 665 660 -40 -20 0 20 40 46+00 40 -20 0 20 4C 46+25 40 -20 0 20 4C 685 680 675 670 665 685 680 675 670 665 660 680 675 670 665 660 680 675 670 665 660 46+50 40 -20 0 20 4C 46+75 680 680 675 675 670 670 665 665 660 660 \ \ \ \ \ to 40 -20 0 20 4C 45+25 40 -20 0 20 4C 45+50 -40 -20 0 20 4C 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 685 680 675 670 665 660 45+75 680 675 670 665 660 -40 -20 0 20 40 46+00 40 -20 0 20 4C 46+25 40 -20 0 20 4C 685 680 675 670 665 685 680 675 670 665 660 680 675 670 665 660 680 675 670 665 660 46+50 40 -20 0 20 4C 46+75 680 680 675 675 670 670 665 665 660 660 40 -20 0 20 4C 47+00 40 -20 0 20 4( 680 675 670 665 660 675 670 665 660 680 675 670 665 660 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHIVC; WrTERY P y, ry, g y DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL Cedar Rapids, IA Iowa Cit IA Des Moines, IA Shiva Inc. 2834 North ate Drive, Iowa Cit Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS NO. SHEETS A K C H i E C r J R E, E N c i N E E R i N c Moline, IL � Bloomington, IL Chicago, IL (319) 354-3040 \ Fax (319) 354-6921 CHECKED BY, KPT DATE: 06-05-12 X,12 680 675 670 665 660 680 675 670 665 660 655 680 675 670 665 660 655 47+25 -40 -20 0 20 40 47+50 4 y I � - - - --- n -40 -20 0 20 40 47+75 40 -20 0 20 4( 680 675 670 665 660 680 675 670 665 660 655 680 675 670 665 660 655 �1■ 675 670 665 660 655 �Y:N1 675 670 665 660 655 680 675 670 665 660 655 48+00 -40 -20 0 20 40 48+25 680 675 670 665 660 655 680 675 670 665 660 655 -40 -20 0 20 40 48+50 40 -20 0 20 4( 680 675 670 675 670 665 �1.11.11A 655 670 665 660 655 665 660 665 655 660 48+75 40 -20 0 20 40 49+00 I ' i � I I i ` , OR CD -40 -20 0 20 40 48+25 680 675 670 665 660 655 680 675 670 665 660 655 -40 -20 0 20 40 48+50 40 -20 0 20 4( 680 675 670 675 670 665 �1.11.11A 655 670 665 660 655 665 660 665 655 660 48+75 40 -20 0 20 40 49+00 40 20 0 20 40 49+25 40 -20 0 20 4( 675 670 665 660 655 670 665 660 655 665 660 665 655 665 660 665 660 655 49+50 40 -20 0 20 4C 49+75 I , --- -- --.---'� _- - - 40 -20 0 20 40 50+00 665 660 655 665 .3 11 40 -20 0 20 4( HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL SH IVC '"'IATTC-RY Cedar Rapids, IA Iowa City, IA Des Moines,IA ShNe Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS N0. SHEETS A R C H 1 7 E C r ;; R E.€ N c i N E E R i N c Moline, IL Bloomington, IL Chicago, IL (319) 3543040 , F..; (319) 354-6921 CHECKED BY, KPT DATE: 06-05-12 X,13 I i 40 20 0 20 40 49+25 40 -20 0 20 4( 675 670 665 660 655 670 665 660 655 665 660 665 655 665 660 665 660 655 49+50 40 -20 0 20 4C 49+75 I , --- -- --.---'� _- - - 40 -20 0 20 40 50+00 665 660 655 665 .3 11 40 -20 0 20 4( HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET DRAWN BY, JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL SH IVC '"'IATTC-RY Cedar Rapids, IA Iowa City, IA Des Moines,IA ShNe Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 JOHNSON COUNTY 111234-0 CROSS-SECTIONS N0. SHEETS A R C H 1 7 E C r ;; R E.€ N c i N E E R i N c Moline, IL Bloomington, IL Chicago, IL (319) 3543040 , F..; (319) 354-6921 CHECKED BY, KPT DATE: 06-05-12 X,13 50+25 53+75 665 665 660 --� 660 _I_ I � - --, 52+00 ---- 55+50 i 660 660 660 660 655 - / ' 655 655- 655 ------------ ---- ---- ------ I I 655 cD 655 655 cO 655 650 CO 650 650 cO 650 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 50+50 54+00 665 665 660 660 I y- 52+25 ------------ 55+75 _ ---- 660 660 660 660 655 655 655 655 _ I \ I 1 655cc 655 655 ° 655 650 ° 650 650 CO 650 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 50+75 54+25 665 665 660 660 T I 52+50 _ r---- _ -- 56+00 660 ___ __ _ 660 660 660 655 , 655 655 655 --- -- - — --- ..__ 1 '`— -. _. -_.. _-. -._. ; _ - . iii _. _.-.. __ _ _ .. 6 . O _.. 1____--_ — __._._ _. __.__._._ !. 655 cO 655 655 tO 655 650 cO 650 650 cO 650 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 51+00 54+50 665 665 660 660 I , I I I 52+75 I ,----- 56+25 660 r - --- 660 660 660 655 _ 655 655 655 co LO LO Ln 655 `O 655 655 W 655 650 cG 650 650 cc 650 40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 51+25 54+75 665 665 660 660 ' i I --- + L -- 53+00 i 56+50 I 660 660 660 660 655 655 655 655 __ - -------------- f'-WMWnLO 655 cO 655 655 655 650 O 650 650 650 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 55+00 56+75 660 -- 660 655 655 I I I I 51+50 53+25 --- - 660 660 660 660 655 - , 655 650 _ 650 -__.. _._.._ _._- -__ ... _ - _. _. __- ... _._.. ._ _ .. .. ._. I � I � 655 to 655 655 `D 655 650 CO 650 645 fO 645 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 N 53+50 55+25 57+00 660 660 660 660 655 655 N __ 51 +75 _ — _. --j - 0 660 660 655 655 655 —} - -- 655 650 650 m U) rn n — — — -- — __ _ _ _— ORIZONTAL SCALE — -- —._ 655 D 655 650 m 650 650 m 650 645 cc 0 75 2D 60 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 SCALE IN FEET 0 v N VERTICAL SCALE 0 5 10 U � O a SCALE IN FEET N DRAWN BYI JDB DATE, 06-05-12 PROJECT NUMBER SHEET TOTAL SH IVEHAT ERY Cedar Rapids, IA Iowa City, IA Des Moines, IA Shlve-Hattery, Inc. 2834 Northgate Drlve, Iowa City, Iowa 52245 JOHNSNN CNUNTY 111234-0 CROSS-SECTIONS N0. SHEETS ARCH � T E C T U R E+ E N c I N E E R I N c Moline, IL \Bloomington, IL Chicago, IL (379) 354-3040 Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 X,14 57+25 62+50 655 655 655 655 _ 1 59+00 60+75 - 650 650 655 655 655 655 650 �\ 650 1 I --- - -- ------ --._- ..; i __6 -.__ __.__-_.__.___ - ... ._... _. _ 4�"'_. --.. -... 645 tD 645 650 650 650 O 650 645 °p 645 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 57+50 62+75 655 655 655 655 ' - — — - - - 59+25 61+00 650 r 650 655 655 655 655 650 650 CD LO 645 `D 645 650 650 650 `D 650 645 `D 645 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 57+75 63+00 655 - 655 655 655 1 _ Y 59+50 _ 650 650 655 655 655 — 655 650 - - --- 650 co LO-- --- -o - - -1 _ 645 m 645 650 650 650 `D 650 645 CD 645 40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 63+25 655 655 I _ I i 58+00 59+75 61+50 --- --- 655 655 655 655 655 655 650 `----------- 650 co o 650 650 650 cc t 650 650 650 645 `D 645 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 63+50 655 655 58+25 60+00 61+75 655 655 655 655 655 655 650 -- Y 650 650 650 650 m 650 650 650 645 645 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 62+00 63+75 655 655 655 655 r g 58+50 60+25 - 655 655 655 655 650 650 650 -- ----------- 650i C6 _ --- u v 650 D 650 650 D 650 645 �O 645 645 645 -40 -20 0 20 40 40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 E 62+25 64+00 655 655 655 655 O 1 I 58+75 60+50 ---- ---- _ 0 655 655 655 655 650 650 650 Y_. 650 - _ - - RI TA v o O 15 20 L SCALE so X 650 650 650 D 650 645 D 645 645 `D -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 SCALE IN FEET 0 v M N VERTICAL SCALE i o 5 10 a SCALE IN FEET 2 PROJECT NUMBER SHEET TOTAL s SH iVCIATTCRY Cedar Rapids IA Iowa City, IA Des Moines IA Shive Hattery, Inc. 2834 Northgate Drive, Iowa Clty, Iowa DRAWN BY, JDB DATEI 06-05-122 JOHNSON COUNTY 111234-0 CROSS-SECTIONS N0. SHEETS - : ! 0 R E . E N G t N E E R I N G Moline, IL , Bloomington, IL Chicago, IL (319) 3543040 , Fax (319) 354-6921 CHECKED BY, KPT DATE, 06-05-12 X.15 655 650 645 655 650 645 655 650 645 655 650 645 650 645 650 645 64+25 - -- ---- - . ' - -- E i N O I , , rT 1 , " O , I ---- --------'J 0 ------------- cc 3 0 I.i F --- ; -- I - cc __ i 0 v M N Ld U - N - n N O m i a a 655 650 645 655 650 645 655 650 645 655 650 645 650 645 650 645 64+25 650 645 40 -20 0 20 40 64+50 40 -20 0 20 40 64+75 40 -20 0 20 40 65+00 'I ' II i I II 40 -20 0 20 4C 65+25 ------------ - -- ---- - . ' - -- , i - I , , rT 1 , " , I ---- --------'J ------------- cc — - - —Lo --- ; -- I - cc __ 1 Ld -oil!_ - - - m 650 645 40 -20 0 20 40 64+50 40 -20 0 20 40 64+75 40 -20 0 20 40 65+00 'I ' II i I II 40 -20 0 20 4C 65+25 ------------ - -- ---- - . ' - -- , i - I 655 650 645 655 650 645 655 650 645 655 650 645 650 645 -40 -20 0 20 40 65+50 I 74 -- _... 40 -20 0 20 4C 65+75 40 -20 0 20 4C 650 645 650 645 650 645 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 66+00 -40 -20 0 20 40 66+25 - i 1 , - I , , rT 1 , " , I ---- --------'J ------------- cc — - - —Lo --- ; -- I - cc __ 1 Ld m -40 -20 0 20 40 66+50 -40 -20 0 20 40 66+75 -40 i 1 , , rT 1 - " , I ---- --------'J ------------- cc — - - —Lo --- ; -- I - cc __ 1 -40 -20 0 20 40 66+75 -40 I I , , rT ,-------------- --- -------- , ---- --------'J ------------- cc --- ; -- I - cc __ 1 -40 -20 0 20 40 67+00 -40 -20 0 20 40 67+25 40 -20 0 20 4( 67+50 40 -20 0 20 4C SH IVEHATTCR` ' Cedar Rapids, IA Iowa City, IA Des Molnes, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BYi JDB ➢ATEI 06-05-12 A R c H i r E r T U R F . E N c i N e ,_ > - Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BYI KPT DATE+ 06-05-12 650 645 650 645 640 650 645 LO i cc 640 650 645 640 650 645 640 650 645 640 650 645 640 JOHNSON COUNTY 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 650 645 67+75 I I , , rT ----- " , ---- --------'J ------------- cc --- ; -- I - cc __ 1 Ld m 40 -20 0 20 4( 67+50 40 -20 0 20 4C SH IVEHATTCR` ' Cedar Rapids, IA Iowa City, IA Des Molnes, IA Shive-Hattery, Inc. 2834 Northgate Drive, Iowa City, Iowa 52245 DRAWN BYi JDB ➢ATEI 06-05-12 A R c H i r E r T U R F . E N c i N e ,_ > - Moline, IL , Bloomington, IL Chicago, IL (319) 354-3040 , Fax (319) 354-6921 CHECKED BYI KPT DATE+ 06-05-12 650 645 650 645 640 650 645 LO i cc 640 650 645 640 650 645 640 650 645 640 650 645 640 JOHNSON COUNTY 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 650 645 67+75 -40 -20 0 20 40 68+00 I , , rT ----- " , ---- --------'J cc --- ; -- I - cc __ 1 -40 -20 0 20 40 68+00 -40 -20 0 20 40 68+25 ' I rT ----- " , ---- --------'J cc ; cc 1 -40 -20 0 20 40 68+25 -40 -20 0 20 40 68+50 -40 -20 0 20 40 68+75 40 -20 0 20 4C 69+00 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 agn - u•ry 40 -20 0 20 4C 69+25 40 -20 0 20 4C PROJECT NUNBER J 111234-0 650 645 650 645 650 645 69+50 I i ------------ 40 -20 0 20 4C 69+75 40 -20 0 20 4( 70+00 650 645 650 645 650 645 650 645 655 650 645 70+25 40 -20 0 20 4C 70+50 650 645 650 645 -40 -20 0 20 40 70+75 -40 -20 0 20 40 v V 71+00 655 655 1 I 650 --_ 650 _.10. i C6 ORIZONTAL SCALE - a 15 20 60 645 -40 -20 0 20 40 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHEET TOTAL CROSS-SECTIONS NO. SHEETS X,16 I I rT ----- " ---- --------'J cc cc 1 -40 -20 0 20 40 68+50 -40 -20 0 20 40 68+75 40 -20 0 20 4C 69+00 650 645 640 650 645 640 650 645 640 650 645 640 650 645 640 agn - u•ry 40 -20 0 20 4C 69+25 40 -20 0 20 4C PROJECT NUNBER J 111234-0 650 645 650 645 650 645 69+50 I i ------------ 40 -20 0 20 4C 69+75 40 -20 0 20 4( 70+00 650 645 650 645 650 645 650 645 655 650 645 70+25 40 -20 0 20 4C 70+50 650 645 650 645 -40 -20 0 20 40 70+75 -40 -20 0 20 40 v V 71+00 655 655 1 I 650 --_ 650 _.10. i C6 ORIZONTAL SCALE - a 15 20 60 645 -40 -20 0 20 40 SCALE IN FEET VERTICAL SCALE 0 5 10 SCALE IN FEET SHEET TOTAL CROSS-SECTIONS NO. SHEETS X,16 655 650 645 655 650 645 655 650 645 655 650 645 655 650 645 655 650 645 -40 -20 0 20 40 71+50 -40 -20 0 20 40 71+75 N E I I N O N -- - — --- 0 w a 650 0 c� , 3 0 , J ------------- i X / P 3 O F7 N V V a` a 655 650 645 655 650 645 655 650 645 655 650 645 655 650 645 655 650 645 -40 -20 0 20 40 71+50 -40 -20 0 20 40 71+75 -40 -20 0 20 40 72+00 -40 -20 0 20 40 72+25 t0 -20 0 20 41 72+50 655 650 645 655 650 645 655 650 645 655 650 645 655 650 645 655 i I I -- - — --- -- 650 , —i-- , ------------- i --- -40 -20 0 20 40 72+00 -40 -20 0 20 40 72+25 t0 -20 0 20 41 72+50 655 650 645 655 650 645 655 650 645 655 650 645 655 650 645 655 t0 -20 0 20 41 72+75 645 655 650 655 650 655 650 655 650 655 650 655 650 73+00 i - ------ 40 _-__ 40 -20 0 20 4( 73+25 ! I i 30 -20 0 20 4( 73+50 i W -20 0 20 4( 73+75 655 650 t0 -20 0 20 4( 74+00 i I -- - — --- -- 650 , —i-- , i t0 -20 0 20 41 72+75 645 655 650 655 650 655 650 655 650 655 650 655 650 73+00 i - ------ 40 _-__ 40 -20 0 20 4( 73+25 ! I i 30 -20 0 20 4( 73+50 i W -20 0 20 4( 73+75 655 650 t0 -20 0 20 4( 74+00 40 -20 0 20 4( 74+25 I ------------- 40 - --- ------ 30 -20 0 20 4( 655 650 655 650 655 650 655 650 i I ------------------- 40 -20 0 20 4( 74+25 I ------------- 40 - --- ------ 30 -20 0 20 4( 655 650 655 650 655 650 655 650 -40 -20 0 20 40 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 ` , SCALE IN FEET S H I V C P y. ry, g DRAWN BY, JDB DATEi 06-05-12 PROJECT NUMBER SHEET TUTAL Cedar Rapids, IA > Iowa Cit IA � Des Moines, IA Shlve-Hatte Ina 2834 North ate Drive, Iowa City, Iowa 52245 JOHNSON - COUNTY - 111234-0 CROSS-SECTIONS N0, SHEETS_ Moline, IL s Bloomington, IL Chicago, IL (319) 354-3040 Fax (319) 354 6921 CHECKED BY, KPT DATE 06-05-12 X,17 i -40 -20 0 20 40 HORIZONTAL SCALE 0 15 20 60 SCALE IN FEET VERTICAL SCALE 0 5 10 ` , SCALE IN FEET S H I V C P y. ry, g DRAWN BY, JDB DATEi 06-05-12 PROJECT NUMBER SHEET TUTAL Cedar Rapids, IA > Iowa Cit IA � Des Moines, IA Shlve-Hatte Ina 2834 North ate Drive, Iowa City, Iowa 52245 JOHNSON - COUNTY - 111234-0 CROSS-SECTIONS N0, SHEETS_ Moline, IL s Bloomington, IL Chicago, IL (319) 354-3040 Fax (319) 354 6921 CHECKED BY, KPT DATE 06-05-12 X,17