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HomeMy WebLinkAboutSTREET IMPROVEMENTS/LWR W BRANCH-SCOTT-TAFT/2006STREET IMPROVEMENTS/ LWR W BRANCH RD -SCOTT BLVD TO TAFT AVE 2006 " rat-~-21 l~ ~. - P,~~ o ~-W,~J -o 1-A~ 5-SEA-ob S ~-r,e.~.-}- ~ptt~.~/ ~2S~ 3 r Cc.r~,C +S ~O~.d- -' S~ ~~~•c.~.Q,r~?ar~. -~-© 1 c~.-~- ~ v~ertu~.- 1``.,r~c-z~veme~ oZOo b ~-Uk~~¢~ ~J.eS~ J.~~'C~v~C ~ ~~ "_" S C~ ~D~.c ~Q~~ t~ -ta ~R~ Tlt~'e1~11~t~ ~'n~rav2meh.~s ~~oJ 2~-T', ~GQQ_ 1 v~ p~,- fl0 ~.2 50 ~ 4t.~ i O ~'j A ll~i ~^o J i /l~ G. tA~'h O r' - L! v'l~ ~ C~ ~ ~'~C.C-~ - v-~C} -~G MQ.c~.~J~' ~ °~-.~CPC~~ CchC~ ~ ~~~ C. ~PP ~ 't'o ~.-fte 6'~- C~YI C~~ ~°Yh~ -1'l~- ~/ l~ ~~~u)2~Ctt -~-~.t. ~i~ o-~ ~ow~. 1.~.~~y ~~~ .C.h~r n teN~c~~ ~~~~ Ci-'1C~ n C Tv ~r~7 V ; c~~c... 2rl.~c ~ ~ 2 2Y' ~ /~ C c7 r~5 ~~-a. ~' S ~,Y`~3 ~ C~ S -~e r ~, O ~ i C ~ O~ ~h'} Q,rl ` ~ a I"~C-~~U ~ ~(' ~, ~ r ~ ~ rzr~ ~~~ ~ ~y ~'~S ~- V o ~ ~ ~ 'rn ~ r o V Q.`cn~h",CS ~r c; vr~ ~ C,c C~ ~~~~ v ~ . l-a ~~~~' 4-~ V Q.`n V ~~ iMatJl~ Y'~ ~ ~ l~ ~ 1`C.Oc~"l c~3'~ ~ C_o rn ,rv~ ~.^ C~~ ~oo-~ o-~ ~c~ ~ t '~ cc~-~-', o -ti. - ~ v~-~ c e ~ ~~-c_. ~ l ; C ear i n ~ \ i ~~eSo~~.~.-1-; o ~. 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'~aV~ C,t~nS~~''~c-t-8+~ 07' ~~ ~W~r ~~ D1r~r~~~-~~C~ ScO~ ~ak~Q hard ~ ~2-~T -~^iv~e,-e-.`~ (rnpY'D~~et~r+e-l.-ks ~Y`OJ~2~- l ~y `(Gtn '' O~ r"~--~YY1~~C~i ~ ~ Yv~-e,,ti7~ ~o r~.~A . ' ~-e-e~S ~~o f i- v / ~c~ ~ ~F-l..e. t~t~1~ -~o ~ ^~l~¢- X07 l-D uJe~ ~s{ !p-!~ - oq ~eso1~-~-;flh 9-- F~ a ~ :.~v~cnc~.. ~o~ -- Sc~ '~wl~evc~,~ '~ ~~~- .,~~ertk~ ~~~ .~rp J.ec~; 1 ~- . . `~ 21 Prepared by: Ron Knoche, City Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5138 RESOLUTION NO. 06-110 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 ENGINEERING ALLIANCE, INC., TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE LOWER WEST BRANCH ROAD-SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT. WHEREAS, the City of Iowa City desires to improve and expand the City's street system as necessary to satisfy vehicular and pedestrian demand; and WHEREAS, the reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue will enhance traffic flow in East Iowa City; and WHEREAS, the CITY desires the services of a consulting firm to prepare preliminary and final design drawings and specifications for bidding and construction of the Lower West Branch Road- Scott Boulevard to Taft Avenue Improvements Project; and . WHEREAS, the City of Iowa City has negotiated an Agreement for said consulting services with Engineering Alliance, Inc., to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Engineering Alliance, Inc. 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 in duplicate. Passed and approved this 4th day of it , 20 06 . MAYOR ATTEST: ~ .~ ~ ~ ~ ~~ CITY ERK Approved by ~r~/d to City Attorney's ffice Pwenglres/designagt - engalliance.doc Resolution No. 06-110 Page 2 It was moved by O'Donnell and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey _~ Champion x Correia x Elliott x O'Donnell x Vanderhoef x V1Jilburn CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this 4"' day of April 2006 , by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Engineering Alliance. Inc. , of Cedar Rapids ,hereinafter referred to as the Consultant. WHEREAS, the City desires to secure the services of the Consultant to provide engineering services related to the proposed reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue, approx. 5,500 LF, and the extension of Hummingbird Lane to Lower West Branch Road, approx. 600 LF and; WHEREAS, the final design services to be provided shall include horizontal and vertical alignment establishment, determination of existing and proposed right-of-way, storm sewer and culvert design, water main design, and general plan preparation. The total length of the proposed preliminary plans is approximately 5,500 LF for Lower West Branch Road, and 600 LF for Hummingbird Lane. NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. I. SCOPE OF SERVICES Consultant agrees to perform the engineering services for the City, and to do so in a timely and satisfactory manner. Services provided under this agreement shall be as further described in Attachment A, Scope of Services II. TIME OF COMPLETION The Consultant shall complete all phases of the Project in accordance with the schedule shown, assuming notice to proceed is issued by the City on or before April 10"', 2006. The schedule of the work to be performed shall conform to the Schedule set forth in Attachment 8. Any deviations from the Schedule shall be approved by the authorized City representative. 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. 1. 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. -2- 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. 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 an other projects. 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, -3- either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. O. The Consultant agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for the Consultant's negligent acts, errors and omissions to the City in the sum of $1,000,000. IV. COMPENSATION FOR SERVICES In consideration of the services, work, equipment, supplies, or materials provided herein, the City agrees to pay the Consultant the following sum LUMP SUM FEE, including any authorized reimbursable expenses, pursuant to the Schedule of Fees set forth in Attachment C. Final Design Services $195,000 TOTAL LUMP SUM FEE $195,000 Consultant shall bill City monthly for services and reimbursable expenses. Payment shall be due and payable within thirty (30) days of City's receipt of invoice. 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 FOR THE CONSULTANT Engineering Allia ;1nc B: ~ B: Y Y Title: Mayor Date: April 4. 2006 ATTEST: ~(d.~_s_.~t~ f~C y~~~ City Clerk Title: Principal Vice-President Date: `{ ~`I ~ ZQd~ Approved by: ~T-~: ~'' ~ -~~ City Attorney s Office ~~z `'T~C~I~ Date Engineering Alliance Inc Lower West Branch Road Improvements Project No. 060013-J01 Iowa City, Iowa ATTACHMENT "A" -SCOPE OF SERVICES Lower West Branch Road Improvements From Scott Boulevard to Taft Avenue Iowa City, Iowa The work to be performed by the Consultant under this agreement shall encompass and include all detail work, services, materials, equipment and supplies necessary to complete the preliminary roadway improvement plans for the project. The proposed project involves the engineering design services regarding the reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue, approx. 5,500 LF, and the extension of Hummingbird Lane to Lower West Branch Road, approx. 600 LF. The final design services to be provided shall include horizontal and vertical alignment establishment, determination of existing and proposed right-of-way, storm sewer and culvert design, water main design, and general plan preparation. The total length of the proposed preliminary plans is approximately 5,500 LF for Lower West Branch Road, and 600 LF for Hummingbird Lane. The scope of services to be performed by the Consultant shall be completed in accordance with generally accepted standards of practice and shall include the services to complete the following tasks: TASK A -Contract Management 1.0 Project Administration 1.1 Project Management The project manager will be responsible for the development and tracking of the project plan for the project development. This includes task identification, staff scheduling and coordination, project communications, monthly progress reporting and invoicing and other important elements of the project. The project duration is assumed to be ten (10) months. 1.2 Project Development Team Meetings. Maintain communications with the Project Development Team and various other designated representatives. The project development team will include the City of Iowa City Engineering Department and Engineering Alliance Inc. Meet to review progress and to discuss specific elements of the project design (assume three (3) meetings in Iowa City). The meetings will also serve to establish schedules, develop project goals, establish initial design parameters, promote a dialog between the various entities, improve the decision-making process, and expedite design development. Prepare minutes of meetings and keep documentation of other communications. For budget purposes, it is assumed that the meetings will be attended by one (1) staff member of the Consultant. The following project meetings are included with the scope of work: Project Review Meetings -two (2) meetings Note: there is one (1) additional meeting included for miscellaneous purposes. 1.3 Public Information The CONSULTANT will conduct two (2) public informational meetings that will be attended by two (2) staff members of the CONSULTANT. The purpose of the meetings will be to provide a brief overview of the proposed improvements to the surrounding neighborhoods and a discussion of the improvement plan, as well as gather information on the concerns, priorities and specific issues of the adjacent property owners and other affected parties. A general description of the meetings is as follows: S:\PROJ\060013-J01 \PROJ\Administrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa Public Information Meeting No.1: Presentation of preliminary project design based on CITY and property owner needs and concerns. Additional property owner comments and concerns from this meeting will be discussed with the CITY to determine potential incorporations into final design documents. Public Information Meeting No.2: Presentation of final project design and construction schedule. This task includes preparation of the public notification letters, display materials and hand out information for the meetings. Also includes reviewing the results of the meeting with the Project Development Team. The reserving of the meeting facility and a public notification will be completed by the CITY. 1.4 Individual Property Owner Meetings The CONSULTANT will conduct meetings with individual property owners to address issues of specific concern to adjacent properties. These meetings will be held in concert with the Project Development Team meetings. This will include specific discussions about access issues, changes in circulation, potential right-of-way needs, and other issues related to specific parcels. During the scheduled individual property owner meeting times, the CONSULTANT'S project manager will meet with the affected property owner to discuss the specifics of the project as it relates to their property, obtain information regarding any issues the property owner feels is important, and get input regarding their expectations. For budget purposes, it is assumed that the CONSULTANT will conduct two (2) meetings per property owner and will be attended by one (1) staff member of the CONSULTANT. 1.5 Utility Coordination Meetings The CONSULTANT will conduct meetings with individual utility companies to address specific conflicts. It is anticipated that there will be two (2) meetings with representatives of the various utility companies. The first will be to advise of the nature and extent of the improvements and any potential conflicts with existing or proposed utility systems, and the second will be preliminary/final design review and coordination meetings. 1.6 Quality Control Plan Establish review and checking procedures for project deliverables. Designate responsibility for implementation of the plan. 1.7 Subconsultant Management Prepare subcontracts and work orders for Subconsultants. Monitor Subconsultant activities. Review invoices and submit to the CITY for payment. Coordinate Subconsultant activities with Schnoor- Bonifazi Engineering and Surveying, LC (survey and mapping) and Terracon (geotechnical / environmental services). TASK B -Survey and Mapping 1.0 Preliminary Design Surveys The CONSULTANT shall perform field and office tasks required to collect additional topographic information deemed necessary to complete the project. The CITY shall provide aerial photographic and other available mapping of the Project area. The specific supplemental survey tasks to be performed include the following: 1.1 Control Surveys (Subconsultant) The Sub-Consultant, Schnoor-Bonifazi Engineering 8 Surveying, LC will establish horizontal and vertical control for the Project area. Each permanent control point or benchmark shall have horizontal coordinates or elevation, recovery information and monument description. Accurate descriptions of S:\PROJ\060013-J01 \PROJWdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa the horizontal control points and benchmarks will be created and recorded on the plan sheets. Horizontal control shall be in state-plane coordinates and vertical control per USGS datum. 1.2 Supplemental Topographic Survey (Subconsultant) The Sub-Consultant shall perform supplemental topographic surveys required for the development of the project and to supplement the existing topographic mapping provided by the City. This task also includes verification of the existing topographic mapping. Horizontal and vertical accuracies shall be adequate to produce a map that is compatible with the topographic data for incorporation into the existing base mapping 1.3 Utility Surveys (Subconsultant) The Sub-Consultant shall perform utility surveys required for the development of the project. Contact utility owners of record or the "one call" representative, request that buried utilities be marked in the field and obtain existing utility map. Establish coordinates and elevations (if possible) for utilities that fall within the limits of the project and are visible or have been marked on the ground by the utility owner. Show utility name and describe the utility on the plans. This task consists of field survey indicating the location of utilities within the existing right-of-way for the project. The Sub-Consultant shall field locate utility locations established by others; excavating to expose buried utilities is not part of this contract. Utilities to be surveyed include phone, gas, fiber optic, water main, overhead/underground electrical, sanitary sewer and storm sewer (including power poles, pedestals, valves and manholes). This includes establishing manhole and intake elevations for existing sanitary, storm sewers and roadway culverts. 1.4 Right-of-Way Surveys (Subconsultant) The Sub-Consultant shall perform right-of-way surveys required for the development of the project. The right-of-way surveys shall be in-depth legal surveys for which acquisition plats may be developed. This task includes a thorough search of CITY, County and State records to review all surveys of record pertaining to the survey corridor, including County Auditor's Subdivisions Plats, original government surveys, early surveys made by County Surveyors, all irregular land survey and road establishment records. Copies of such records are to be included in the project file for future reference. This task also includes obtaining sufficient field data to locate or establish property lines affected by the project to enable the preparation of the improvement plans. This includes locating section corners, property pins, and visible lines of occupation such as fences, field divisions or any other lines, indicating possession. A diligent effort must be made to recover existing land corner monuments necessary to describe the right-of-way along the project corridor. The task includes incorporation of property lines, right-of-way lines, and ownership of properties affected by the project into the base mapping for the project. The base mapping will identify the owners and approximate boundaries of all appropriate parcels within the survey limits. 1.5 Plat Preparation of Acquisition Plats and Legal Descriptions (Subconsultant) The Sub-Consultant shall prepare acquisition plats and legal descriptions for property to be acquired for the project. For estimating purposes, the following numbers of acquisition plats are assumed for this agreement: Permanent Drainage Easement plats - 11 Temporary Construction Easement plats - 22 Individual plats and legal descriptions will be prepared for each parcel with permanent and temporary acquisitions. The plats and legal descriptions shall comply with requirements of the Iowa Code and shall be prepared by or under the direct supervision of a duly licensed land surveyor under the laws of the State of Iowa. The plats shall also be completed in accordance with the CITY of Iowa City requirements. S:\PROJ\060013-J01 \PROJWdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa This task also consists of staking the easement locations for purposes of right-of-way negotiations. The staking survey includes the marking of key easement location points in order to visualize the locations in the field and shall also include marking of existing property lines locations. For the purpose of this agreement, all permanent and temporary easements will be staked one (1) time. 1.6 Monumentation of Permanent Right-of-Way Acquisitions (Subconsultant) This task consists of monumentation of the permanent right-of-way acquired as part of this project which will be performed upon completion of construction of the proposed improvements. The monumentation shall comply with requirements of the Iowa Code and shall be performed by or under the direct supervision of a duly licensed land surveyor under the laws of the State of Iowa. This task does not include monumentation of any existing right-of-way pins that are disturbed during construction activities. 1.7 Wetland Delineation Survey (Subconsultant) This task consists of collecting data points for the boundary wetland delineation flags along the project corridor. The survey will be incorporated into the project base mapping that will show the project site with the location of wetlands and data collection points and a calculation of proposed temporary and permanent impacts to wetlands. 1.8 Drainage Surveys (Subconsultant) Perform drainage surveys for major-and minor drainage ways in accordance with the Iowa Department of Transportation's Office of Design, English Preliminary Survey Specifications (June 5, 2000). Drainage surveys shall be conducted for cross culvert locations (approximately 150-feet out from the proposed culvert extension outlet). Storm sewer is present along the majority of the project and is included in this task. It is assumed that culvert plats and pink sheets will not need to be completed for storm sewer. 1.9 Soil-Boring Location Surveys (Subconsultant) Perform soil-boring location surveys to establish location and elevation of proposed geotechnical investigations consisting of 15 soil borings. The Sub-Consultant shall field locate boring locations. TASK C -Geotechnical /Environmental 1.0 Geotechnical Design 1.1 Geotechnical Exploration Analyses (Subconsultant) Complete geotechnical exploration for the project corridor. These services will be in general accordance with the Iowa DOT's specification for subsurface investigations and design. This task includes completing approximately 15 roadway borings averaging between 10 to 25ft deep, laboratory testing, engineering analysis and a written report. Engineering analysis will include subgrade preparation, settlement analysis, slope stability, culvert foundation design, subsurface drainage, site grading, excavation stability and backfill, and pavement thickness design 2.0 Environmental Services The Sub-Consultant, Terracon shall serve as the CONSULTANT's and the CITY's professional representative for wetland delineation. The wetland assessment will use mandatory technical criteria, field indicators, and other sources of information to determine whether the area has jurisdictional wetlands. If wetlands are present, the upper boundaries within the project area will be identified. The methods Terracon will use in the delineation generally follow the Federal Manual for Identifying and Delineating Jurisdictional Wetlands. Jurisdictional wetlands generally have three essential characteristics: hydrophytic vegetation; hydric soils; and wetland hydrology. All three of the technical criteria must be met for an area to be identified as a wetland. The services to be provided will involve the following task items: S:\PROJ\060013-J01\PROJWdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa 2.1 Data Collection (Subconsultant) The Sub-Consultant shall collect and review documents including soil maps, aerial photos, and the National Wetland Inventory map to make a preliminary determination of the location and size of wetlands on the proposed project site. These documents will be examined for the presence of hydric soils, wetland vegetation, and wetland hydrology, which are indicators of wetlands under the 1987 Corps of Engineers Wetlands Delineation Manual. 2.2 Field Investigation (Subconsultant) The Sub-Consultant shall conduct field investigations to identify and locate (delineate) wetlands. Collect soil cores and check soil for coloring or other indicators of the presence of hydric soil. Examine the subject area for evidence of hydric vegetation and wetland hydrology. The field visit will also consist of classification by Genus species of the potential hydrophytic vegetation. Each stratum (i.e., trees, shrubs, and herbs) will be assessed in each potential wetland community. The classification will be performed by a degreed biologist or environmental scientist. Install delineation flags to mark the boundary of the wetlands, if any. 2.3 Prepare Report (Subconsultant) The Sub-Consultant will provide a report that discusses the findings regarding the presence of wetlands, including documentation of fieldwork, conclusions regarding the approximate size and location of wetlands, if any, and recommendations, as necessary, for further action. 2.7 Provide Written Responses (Subconsultant) The Sub-Consultant will prepare a written response for up to two sets of comments received during the Public Notice and Comment period. This task also includes limited follow-up conversations with the regulatory agencies involved to obtain information on the status of their review progress. TASK D -Town Square Functional Design Development 1.0 Functional Design This task consists of preparation of functional design plans for the town square. The primary focus will be on horizontal/vertical roadway alignments, including intersection geometry, and lane configurations. The functional plans will also incorporate potential elements that may affect the corridor including property impacts. The plans will show edges of pavement, traffic lanes and utility improvements. The functional design plans will be used as a reference in preparing preliminary and final construction plans for the Lower West Branch Roadway Improvements. The Project Development Team will review the functional plans and suggested modifications will be addressed in the final functional design submittal. A brief memorandum with supporting marked-up plan sets will serve to document completion of this task. 1.1 Develop Conceptual Geometrics Conceptual geometrics will be developed for the town square. The primary focus will be on developing intersection geometry that will match into the proposed roadway improvements as illustrated in the preliminary and final construction plans. Geometrics will be established based upon design criteria that conform to City of Iowa City Code and Policies, Urban Design Standards, AASHTO Policy on Geometric Design, and MUTCD. 1.2 Develop Horizontal Alignments and Vertical Profiles Using conceptual geometric plans; develop horizontal alignments and vertical profiles for the intersecting roadways. The alignments and profiles will be developed based on the established design criteria along with matching into the proposed Lower West Branch Road Improvements. 1.3 Plan Preparation Prepare preliminary plan and profile drawings at a scale of 1"=50' and 1"=10' vertical. These plans will show base mapping along with proposed horizontal and vertical geometrics. Sheets will be submitted by the CONSULTANT separately from the Lower West Branch Road Construction Plans. S:\PROJ\060013-J01\PROJWdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Lower West Branch Road Improvements Project No. 060013-J01 Iowa City, Iowa TASK E - Utility Design 1.0 Sanitary Sewer -(Task not required) 2.0 Water main This task consists of designing a proposed water main along Lower West Branch Road alignment from Scott Boulevard to Taft Avenue. Determining locations of hydrants, valves and other key connections is included in this task. Size of proposed main shall be determined by the City. CONSULTANT shall coordinate the water main design with the City of Iowa City Water Department. TASK F - Roadway Design 1.0 Preliminary Plans Utilizing the preliminary geometrics as developed in the Functional Design Plans, the CONSULTANT shall provide preliminary plans for Lower West Branch Road, from Scott Boulevard Taft Avenue to and the extension of Hummingbird Lane to Lower West Branch Road. Upon completion, the design plans will be approximately 60 percent complete. The submittal of preliminary plans shall be completed on or before the date established in the schedule illustrated in Attachment B. 1.1 Plan Preparation -Title Sheet and Typical Sections (A and B Sheets) Prepare title and typical section sheets for Lower West Branch Road and Hummingbird Lane. This task shall also include miscellaneous details such as special paving details, grading details and other required details. 1.2 Plan Preparation -Estimate of Quantities (C Sheets) This task consists of a preliminary determination of the bid items to be included in the project, along with their appropriate tabulations. 1.3 Plan Preparation -Plan and Profile (D and E Sheets) Prepare preliminary plan and profile drawings at a scale of 1"=50' horizontal and 1"=5' vertical. These drawings will show base mapping and proposed roadway alignments. Include slope intercepts, side road intersections, ditch locations, cross drainage, erosion containment, existing and proposed drainage structures (including flow line, drainage area, and topography), existing and proposed right-of-way, easements, and entrance profiles. Intersecting angles and station equation between mainline and side road reference line will also be shown. Profiles will show proposed elevations, grades, vertical curve length and "K" value, elevations for PVC, PVI, and PVT, ditch profiles and ditch elevations. These drawings will also show existing contours and proposed grading information along the corridor. 1.4 Plan Preparation -Staging and Traffic Control (J Sheets) This task consists of the developing a suitable plan for construction staging and traffic control measures to be implemented during construction. The plan will include provisions for through traffic and temporary access to adjacent properties during construction. The traffic control devices, procedures, and layouts shall be as per the Manual on Uniform Traffic Control Devices (MUTCD). 1.5 Plan Preparation -Pavement Markings and Traffic Signing (K Sheets) This task consists of the development of pavement marking and traffic signing plans to be placed into service following construction. The traffic control devices, procedures, and layouts shall be as per the Manual on Uniform Traffic Control Devices (MUTCD). 1.6 Plan Preparation -Intersections and Mainline Geometrics (L Sheets) Prepare a 1 "=20' scale preliminary plan for each intersection and mainline in areas where the special transition is required to maintain positive drainage. Basic horizontal information shall be presented showing design vehicle turning radii, turning movements, design vehicle turning path. 1.7 Plan Preparation -Storm Sewer, Water main, and Subdrain (M Sheets) Complete hydrologic and hydraulic investigations will be completed in accordance with Chapter 2 of Iowa Statewide Urban Design Standards for Public Improvements (SODAS) for proposed storm S:\PROJ\060013-J01\PROJ\Administrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa sewer along mainline and at side roads or in areas where new low points are created due to new roadway geometrics. This task consists of developing a "Storm Water Management Plan" for the areas surrounding the proposed improvements. This plan will inventory the existing hydrologic and hydraulic conditions and analyze the impacts the proposed improvements will have on the area wide drainage patterns. Once the impacts have been quantified alternatives will be developed to support the proposed improvements. Preliminary design and layout of the storm sewer, culverts, subdrain and water main will be included on these sheets. 1.8 Plan Preparation -Special Construction Details (U Sheets) This task consists of the design and drafting associated with the preliminary assembly of modified standards and special details. 1.9 Plan Preparation - RCB Culvert Plans (V Sheets) Prepare 1 "=20' scale plat Type, Size, and Location (TS&L) plans for the proposed roadway drainage culvert. Includes a Situation Plan and a General Elevation consisting of a longitudinal section along the Lower West Branch Road centerline. Show roadway, curve and profile data, and hydraulic data. TS&L plans shall be prepared in accordance with Iowa DOT, Iowa DNR, and USCOE to facilitate preliminary agency review and approval. 1.10 Plan Preparation -Cross Sections (W, X, Y, and Z sheets) Generate preliminary cross sections at 1"=10' horizontal and 1"=5' vertical scale at key locations for Lower West Branch Road and Hummingbird Lane. Cross sections will generally be developed at culvert locations, terrain breaks, and at 50' intervals. Include finished grade line elevation and calculated earthwork volumes, indicating estimated earthwork volume for each proposed construction stage. 1.11 Preliminary Opinion of Probable Construction Cost Prepare a preliminary opinion of probable construction cost for the project. Preliminary cost estimates shall be based on representative major project elements and based on recent bid information. Detailed quantity takeoffs will not be developed for the preliminary cost estimate. 1.12 Preliminary Plan Review by Design Team The consultant shall submit preliminary plans and budget to the City for review and comment. A Field Review will be held by the Project Development Team to discuss key issues and design concepts, including drainage, access control, traffic control/staged construction and right-of-way. The review will determine the completion of the plan design, identify needed adjustments to minimize potential property impacts and confirm the proposed staging plans. Revisions will be noted for preparation of final plans. 2.0 Final Plans The CONSULTANT will prepare final plans, which will generally include the following tasks for this project: Title Sheets (A Sheets) -This item consists of finalizing the title sheet. The title sheets will include the following: Index of Sheets, Index of Standard Road Plans, Mileage Summary, Legend, Location Map, Project Number, Letting Date and Design Designation. Typical Sections (B Sheets) -This item consists of final design and drafting of typical cross-sections and standard details to be utilized for the improvements. Estimate of Quantities LC Sheets) -This item consists of final bid items to be included in the Project as well as hnal quantity tabulations and the development of the general notes and estimate reference information. This item also includes the final design and tabulation of the erosion control measures to be provided on the Project. Plan and Profiles (D Sheets) -This item consists of the final design and drafting of roadway plan and profile sheets, including the detail information required for plan approvals, and construction of the S:\PROJ\060013-JOt\PROJWdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa proposed roadway improvements including grading limits and necessary storm sewer/culvert improvements. Reference Ties and Bench Marks (G Sheets) -This item consists of assembling reference ties to the plan control points and the bench mark data used to develop the plans and to be preserved though out construction of the project. This also includes preserving any Government Corners, which are found in the vicinity of the proposed construction. Staging and Traffic Control (J Sheets) -This item consists of final design and drafting of the construction traffic control plans. Pavement Markings (K Sheets) -This item consists of final design and drafting of the permanent pavement marking plans. Geometric Staking Details (L Sheets) -This item consists of the final design and drafting of jointing details, spot elevations, and geometric layouts for all non-typical pavement areas. Includes design for entrance modifications. And also includes analyzing the effects proposed improvements will have on drainage, grades and on-site traffic circulation patterns. Storm Sewer. Water main Profiles and Details (M Sheets) -This item consists of final design and drafting of storm sewers, storm sewer inlets, manholes, open ditches, subdrain, and water main and other related utility features on the project. Tabulations of Earthwork Quantities (T Sheets) -This item consists of final design and tabulation of the earthwork quantities. Special Construction Details (U Sheets) -This item consists of the final design and drafting of miscellaneous details not included in the other items. Included are such items as special grading details, culvert details not included in the standard drawings, special storm sewer or manhole details not included in the standard drawings, special paving details and other required details. This item also includes an Erosion Control Plan, in coordination with erosion control information listed in the Estimate of Quantity Sheets (C Sheets). RCB Culvert Plans (V Sheets) -The CONSULTANT will compile plan sheets, specifications, detailed quantities, and standard detail designs for submittal at various milestone points for the reinforced concrete box culvert (RCBC). Special detail designs in regards to aesthetic treatments to structure is not anticipated and is not considered part of this Scope of Services. Design Cross-Sections (W. X. Y, Z Sheets) -This item consists of the final design and drafting of individual cross-sections for the Project. Cross-sections will be designed and drawn at 50-foot maximum intervals, with additional cross-sections included as necessary. Cross-sections will show the existing ground elevations as well as the final project grading, including foreslope and backslope information, special subgrade treatment, ditches, pavement replacement, and other pertinent information. 3.0 Preparation of Project Manual This task consists of preparation of a Project Manual utilizing the standard City front-end documents, including conditions of the contract and detailed construction specifications. Also, the Statewide Urban Design and Specifications shall be utilized on this project. 4.0 Final Budget Review The CONSULANT shall prepare a final opinion of probable construction cost for the project. The final cost estimates shall be based on the representative major project elements and recent bid information. S:\PROJ\060013-J01\PROJMdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa 5.0 Project Permitting The CONSULTANT will assist the City in preparing applications for permits from governmental authorities that have jurisdiction to approve the design of the project and participate in consultations with such authorities, as necessary. The CONSULTANT shall prepare the following documents for the project: • NPDES Storm Water Discharge Permit • Pollution Prevention Plan • Applicable IDNR Public Water Supply Construction Permits Any fees for construction permits, licenses or other costs associated with permits and approvals shall be the responsibility of the City. The CONSULTANT shall provide technical criteria, written descriptions and design data for the City's use in filing the applications for permits. The CONSULTANT shall prepare the permit applications and other documentation. TASK G -Bid Period Services The City will coordinate and manage the project letting process. The work tasks to be performed or coordinated by the City include the following: printing of plans and specifications, distribution of bid documents, notice of project publication and distribution of addenda. The work tasks to be performed or coordinated by the Consultant during the Bid Period Services shall include the following: 1.0 Printing of Plans and Specifications - (City Task) 2.0 Notice of Project The Consultant shall prepare of the formal Notice of Hearing and Letting. The City shall handle publication of the Notice of Hearing and Letting. The City shall also prepare and disseminate an informal notice to contractors concerning the upcoming Project. 3.0 Plan Clarification and Addenda The bid lettings shall be administered by the City. The Consultant shall assist the City during the bid periods in answering questions regarding the design intent. The CONSULTANT shall prepare addenda as appropriate to interpret, clarify or expand the bidding documents. Plan clarification information and addenda will be distributed to the project plan holders by the City. 4.0 Letting, Bid Tabs, and Award Recommendation The Consultant shall be a representative present when the bids and proposals are opened, shall make tabulations of bid for the Owner, shall advise the Owner on the responsiveness of the bidders and assist the Owner in making the award of contract, including preparation of necessary contract documents. TASK H -Construction Period Services The work tasks to be performed or coordinated by the Consultant during the Bid Period Services shall include the following: 1.0 Pre-Construction Meeting The Consultant shall attend a preconstruction meeting for the project with contractors, suppliers, utility companies and City staff. It is anticipated that the City will perform construction administration and observation services. 2.0 Shop Drawing Review - (Task not required) S:\PROJ\060013-J01\PROJWdministrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Project No. 060013-J01 Lower West Branch Road Improvements Iowa City, Iowa TASK I - Project Deliverables The scope of services shall be considered complete upon completion and delivery of the following items to the satisfaction of the City Engineer: • One (1) set of the original Preliminary Design drawings (half-size 11"x17"). • One (1) set of the original Final Design Drawings (half-size 11 "x17") • One (1) original copy of the project manual • Electronic files in AutoCAD format, including design base maps and sheet files. ADDITIONAL SERVICES: Additional Services are not included in this Agreement. If authorized under a Supplemental Agreement the Consultant shall furnish or obtain from others the following services: 1.) Traffic analysis. 2.) Landscaping design. 3.) Legal boundary surveys. 4.) Right-of-way negotiation and acquisitions. 5.) Report of record ownership and liens (title searches). 6.) Preparation of environmental evaluation and documentation. 7.) Wetlands Permitting and Mitigation 8.) Eminent domain proceedings. 9.) Relocation assistance. 10.) Right-of-way closing/recording services. 11.) Condemnation services. 12.) Project Letting Services 13.) Construction period services (administration, shop drawing review, observation, and survey). 14.) Construction testing services. S:\PROJ\060013-J01\PROJ\Administrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Lower West Branch Road Improvements Project No. 060013-J01 Iowa City, Iowa ATTACHMENT "B" -SCHEDULE Lower West Branch Road Improvements From Scott Boulevard to Taft Avenue Iowa City, Iowa The Consultant shall complete the following phases of the Project in accordance with the schedule shown, assuming notice to proceed is issued by the City on or before April 10, 2006. Consultant Contract approval April 10, 2006 Preliminary Design Development April 10 thru July 31, 2006 Final Plan Preparation August 1 thru December 12 2006 Plan Approval 8~ Project Letting December 12 2006 thru January 17, 2007 If notice to proceed is given at a later date, time of completion shall be extended accordingly. S:\PROJ\060013-J01\PROJ\Administrative\Contrad\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Lower West Branch Road Improvements Project No. 060013-J01 Iowa City, Iowa ATTACHMENT "C" -STANDARD RATES Lower West Branch Road Improvements From Scott Boulevard to Taft Avenue Iowa City, Iowa ENGINEERING ALLIANCE, INC. 2006 RATE SCHEDULE CLASSIFICATION HOURLY RATE Project Manager II $110.00 Project Manager I $100.00 Project Engineer II $95.00 Project Engineer I $85.00 Staff Engineer II $80.00 Staff Engineer I $75.00 Engineering Technician II $75.00 Engineering Technician I $65.00 CADD Technician II $60.00 CADD Technician I $50.00 Field Technician II $75.00 Field Technician I $65.00 Administrative Assistant $50.00 REIMBURSABLE EXPENSES 1. All materials and supplies used in the performance of work on this project will be billed at cost plus 10%. 2. Auto mileage will be reimbursed on the basis of $0.445 per mile. 3. Charges for outside services such as soils and materials testing, fiscal, legal will be billed at their invoice cost plus 15%. 4. All other direct expenses will be invoiced at cost plus 10%. ADJUSTMENTS TO FEE SCHEDULE 1. All expert testimony work in cases of litigation or anticipated litigation will be billed based on the type of work. For advisory work and consultation where the Engineer is not under oath, our fees shall be established by applying a multiplier of 1.25 times the standard rate schedule. For depositions and testimony during trial our fees shall be established using a multiplier of 1.50 times the standard rate schedule. 2. Fee schedule effective January 1, 2006. Rates subject to change upon 30 days' written notice. S:\PROJ\060013-J01\PROJ\Administrative\Contract\sos-032206-ICRdwyDsgn.doc 3/22/2006 Engineering Alliance Inc Lower West Branch Road Improvements Project No. 060013-J01 Iowa City, Iowa ATTACHMENT "D" -CITY'S RESPONSIBILITIES Lower West Branch Road Improvements From Scott Boulevard to Taft Avenue Iowa City, Iowa The City shall provide the following: 1. All necessary electronic plan and contour drawings, dtm drawings, orthophotos and current Johnson County Parcel drawings. 2. Any existing roadway plans/record drawings and utility maps for Lower West Branch Road, Scott Boulevard and Taft Avenue. S:\PROJ\060013-J01\PROJ~Administrative\Contract\sos-032206-ICRdwyDsgn.doo 3/22/2006 Engineering Alliance Inc Lower West Branch Road Improvements Project No. 060013-J01 Iowa City, Iowa ATTACHMENT "E" -INSURANCE CERTIFICATES Lower West Branch Road Improvements From Scott Boulevard to Taft Avenue Iowa City, Iowa The pertinent insurance certificates to be submitted upon acceptance of Engineering Proposal. S:\PROJ\060013-J01\PROJ~Administrative\Contractlsos-032206-ICRdwyDsgn.doc 3/22/2006 ACORD„ CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDrrr) 03/23/06 PRODUCER 1-800-247-7756 Holmes Murphy ~ Assoc - SiDM p.o. sox 9207 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. nea Moines, IA 50306-9207 INSURERS AFFORDING COVERAGE INSURED INSURER A: Hawke a Securit 8ngineering Alliance, inc. INSURER B: INSURER C: 4211 Glass Road N8, Suite B INSURER D: Cedar Ra i s, IA 52402 INSURER E: VVYGRMV GJ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ANY REQUIREMENT , THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH MAY PERTAIN , POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMBS A GENERAL LIABILITY 8019924 04/01/05 04/01/06 EACH OCCURRENCE $ 1, 000, 000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) $ 300, 000 CLAIMS MADE ~ OCCUR MED EXP (Any one person) $ 5, 000 PERSONAL 8 ADV INJURY $ 1, 000, 000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY PRO- LOC A AUT OMOBILE LIABILITY 8014525 04/01/05 04/01/06 COMBINED SINGLE LIMIT $ 1, 000, 000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ (Per accident) X NON-0WNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS LIABILITY 8014625 04/01/05 04/01/06 EACH OCCURRENCE $ 5, 000, 000 X OCCUR ~ CLAIMS MADE AGGREGATE $ 5, 000, 000 DEDUCTIBLE $ RETENTION $ A WORKERS COMPENSATION AND 8013125 04/01/05 04/01/06 WC STATU- OTH- X EMPLOYERS' LIABILITY E.L. EACH ACCIDENT 5 0 0, 0 0 0 $ E.L. DISEASE- EA EMPLOYE $ 500, 000 E.L. DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSfVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re: Reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue, fi the extension of Hummingbird Lane to Lower Weat Branch Road. GEK I IfIGA 1 C hIJLUtI( ADDRIONAL INSURED; INSURER LEI IEK: a.r~naiGGGr~ , rv,~ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION The City Of IOWA City DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 410 Bast Washington Street REPRESENTATIVES. Iowa City, IA 52240 AUTHORIZED REPRESENTATIVE ~~ is USA i ; ~,f~..:r ACORD 25-5 (7/97) sgruberwdsm ~r.~.vrw vv~.rv,v~.,v,. ,.,..., 4086448 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S (7197) DATE IMMIDDIYY) AC~RD,W CERTIFICATE OF LIABILITY INSURANCE 3122/0fi PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Holmes Murphy & Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AOTER THEHCOVERAGE AFFORDED 6~ THE POLICIES FLOW 500 1st Street N.E., #300 Cedar Rapids, IA 52401 INSURERS AFFORDING COVERAGE 319-364-0648 INSURER A: Zurich American Insurance Co. ENSURED Engineering Alliance, Inc, INSURER 8: Attn: David Kapler INSUAERC: 8191 Birchwood Court, #E INSURER D: Johnston, IA 50131 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR POL C ESTAGGREGATE LIM TS SHOWN MAY HAVE BEENLREIDUCED BY PAID CLAIMS. SUBJECT TO All THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICY EFFECTIVE POLICY EXPIRATION LIMITS INSR TYPE OF INSURANCE POLICY NUMBER p TE MM D Y DATE M D L R EACH OCCURRENCE g __„_ GENERAL LIABIEITY FIRE DAMAGE IAnY one I)ICl g COMMERCIAL GENERAL LlABiLI7Y CLAIMS MADE ~ OCCUR MED EXP (Any one person} g PERSONAL G ADV INJURY S GENERAL AGGREGATE 3 PRODUCTS - COMPIOP AGG 9 GENT AGGRErG-A-TES LIMIT APPLIES PEP: '. am Icv I I Pc~ ~ LOC AUTOMOBILE LIABILITY ANY AUTD ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNEO AUTOS COMBINED SINGLE LIMIT I g fEa accident) BDDILY INJURY g IPer person! BODILY INJURY g IPer accident! j PROPERTY DAMAGE (Pet occidant) GARAGE LIABILITY ANY AUTO ESS LIABILITY OCCUR ~ CLAlMS MADE DEDUCTIBLE RE7 ELATION G WOR%ERS COMPENSATION AND EMPLOYERS'LIABIUTY A I OTHER ProfessionaE EOC 5344967-00 (claims-made 3/17ro5 I 4101 /os LI6 Villl DESCRIPTION Of OPERATEONSlI.OCATIpN5NEHiCLES/EXCLUSION6 ADDED BY EN DORSEMENTISPECIAL PROVISIONS AUTO ONLY•EA AC OTHER THAN AUTO ONLY: EACH OCCURRENCE g :fOENT g EA ACC S AGG 6 S S S S g E.L. EACH ACCIDENT g E.L. DISEASE • EA EMPLOYEE S E.L. DISEASE • POLICY LIMIT S $1,000,000/each claim; CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: „_ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Gity Of Iowa City DATE THEREOF. THE lSSU1NG INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 410 E. Washington Street NOTICE TO THE CERTIFICATE HDLDER NAMED TO THE LEFT. BUT FAILURE TO DO 50 SHALL IOWa Clty, IA 52240 IMPOSE ND OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. pUTHOR12E0 REPRESENTATIVE ~ ~ /~ ACORD 25 S (7197) ~~~~~- ` ©ACORD CORPORA 1MP4RTANT If the certificate holder is an ADDITIONAL INSURED, the policy(iesi must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s1• If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurerfsl, authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon, ACORO 25-5 (7/97? NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR LOWER WEST BRANCH ROAD - SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT To: Iowa City Sterling House LLC Frank A. & Monica M. Mitros Bickford Cottage 290 Hummingbird Lane 3500 Lower West Branch Road Iowa City, IA 52240 Iowa City, IA 52240 Douglas J. Schnoebelen Three Bulls LLC 2600 E. Court St. Swen Larson Iowa City, IA 52245 2621 Catskills Court Iowa City IA 52245 Paul W. & Loretta R. Peterson 4641 Lower West Branch Rd. Theodore H. Pacha Iowa City, IA 52240 PO Box 1405 Iowa City, IA 52244 Kenneth D. Kabela Tr. c/o Charles W. Lindemann Charles O. Rogers 4306 Dane Road 4694 Lower West Branch Road Iowa City, IA 52240 Iowa City, IA 52240 Michael D. & Julie A. Homewood Henrietta Miller 4659 Lower West Branch Road 3375 Hanover Court Iowa City, IA 52240 Iowa City, IA Carolyn A. Barr St. Mark's United Methodist 4667 Lower West Branch Road 2675 E. Washington Street Iowa City, IA 52240 Iowa City, IA 52240 Kathleen A. Stecher Louis A. Frank 4735 Lower West Branch Road SE PO. Box 981 Iowa City, IA 52240 Iowa City, IA 52244 Dwight Hunter Arlington Development Inc. 13731 Hickman Road #1141 John Moreland Urbandale, IA 50323 _ 1486 S. First Avenue, Unit A ~ =' _ ~ ' . Iowa City, IA 52240 _ , Plum Grove Acres _ -, r ' ~ PO Box 2208 " __.._ Smith C. Manion Iowa City, IA 52244 -= - ~ -~ ---- ~ , 210 Red Hill Lane _._, "` '- Iowa City, IA 52245 _ Robert A. Stoddard - _- ~ ~ ~ .-~ 167 Hummingbird Lane ~-=~' ' `~' '°.i--. Jerry F. Lindemann Iowa City, IA 52245 c/o Kathleen A. Stecher 304 Summit Street NE Peter S. & Eileen Fisher Solon, IA 52333 164 Hummingbird Lane Iowa City, IA 52240 2 Chapter 6B of the Iowa Code requires a governmental body which proposes to acquire property rights under power of eminent domain for a public improvement project to give notice of the project to all agricultural property owners whose properties may be affected and to hold a public hearing. 1. DESCRIPTION OF THE PROJECT NOTICE IS HEREBY GIVEN to the above-identified agricultural property owners that the City Council of the City of Iowa City will consider funding of the site-specific design for the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project, making the final selection of the route or site location, or acquiring or condemning property rights, if necessary, required for the project. Said project involves reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue and a portion of Hummingbird Lane. 2. PRIVATE PROPERTY RIGHTS MAY BE ACQUIRED BY NEGOTIATION OR CONDEMNATION If the above-described project is approved by the City Council, the City may need to acquire property rights for the project improvements. Property rights may include a temporary construction easement, a permanent easement, and/or a fee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that properties or portions of properties owned by the above-identified persons may have to be acquired for the project by the methods described above. The City will attempt to purchase the required property by good faith negotiations. If negotiations are unsuccessful, the i/ity will condemn those property rights which it determines are necessary for the projectLSfhe pr~pASed location of the above-described public improvement is shown on documentation_~ich Is-;now `.~: on file in the office of the City Clerk and available for public viewing. ' _ : t`J 3. CITY PROCESS TO DECIDE TO PROCEED WITH THE PROJECT AND Tdi~ACQf~fRE _ ` .PROPERTY RIGHTS; CITY COUNCIL ACTION REQUIRED TO FUND PRO~d~CT N -, . ~, The City has provided funding in its budget for this project, as well as funding to require ~ property rights that may be needed for the project. City staff has analyzed the options for how to proceed with this project and has coordinated project planning with other appropriate agencies. The planning has reached a point where preliminary designs now indicate that certain property rights may need to be acquired. Any public comment will be considered in preparing the final designs, particularly as private property may be affected. In making the decision to fund the site-specific design for the public improvement, to make the final section of the route or site location, or to acquire or condemn property rights, if necessary, the City Council is required to hold a public hearing, giving persons interested in the proposed project the opportunity to present their views regarding the decision to fund the site-specific designs for the project, make the final selection of the route or site location, or to acquire or condemn, if necessar~r, property or an interest in property for the project. The public hearing will be held on the 5t day of September, 2006, in the City Council Chambers (Harvat Hall), City Hall, 310 E. Washington Street, Iowa City, Iowa, commencing at 7:00 p.m. or, if cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. In order to fund the site-specific design for the public improvement, to make the final section of the route or site location, or to commence the acquisition or condemnation of property rights, if necessary, for the above-described project, City Council will be required to approve the project and authorize acquisition of private property rights for the project by Council resolution. The City Council is scheduled to consider adoption of a resolution authorizing acquisition of property rights for the above-described project following the public hearing. When a appraisal is required, if the project is approved by the City Council, an appraiser will determine the compensation to be paid for easements and/or property acquired in fee simple. The City will offer no less than the appraised value and will attempt to purchase only the needed property by good faith negotiations. If the City is unable to acquire properties needed for the project by negotiation, the City will acquire those property rights by condemnation. 4. CONTACT PERSON If you have any questions concerning the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project, please contact the following person: Dave A. Panos, Civil Engineer City of Iowa City 410 E. Washington St. ~ --_ °_"~ Iowa City, IA 52240 - - (319) 356-5145 '_~' _ ' . _ ;.~ 5. THIS NOTICE IS FOR INFORMATION ONLY AND IS NOT AN _~I=~ER _`'fO PURCHASE PROPERTY RIGHTS. ~-= ~= ~.,, ~-m, The City Council of the City of Iowa City, Iowa, has not yet determined to undertake the ab~e- described projector to acquire property rights for the project. This Notice does not constitute an offer to purchase property rights. 6. STATEMENT OF RIGHTS Just as the law grants certain entities the right to acquire property, you as the owner of property have certain rights. You have the right to: a. Receive just compensation for the taking of property. (Iowa Const., Article I, Section 18) b. An offer to purchase which may not be less than the lowest appraisal of the fair market value of the property. (Iowa Code §§ 66.45, 6654) c. Receive a copy of the appraisal, if an appraisal is required, upon which the acquiring agency's determination of just compensation is based not less than 10 days before being contacted by the acquiring agency's acquisition agent. (Iowa Code §66.45) d. When an appraisal is required, an opportunity to accompany at least one appraiser of the acquiring agency who appraises your property. (Iowa Code §66.54) e. Participate in good faith negotiations with the acquiring agency before the acquiring agency begins condemnation proceedings. (Iowa Code §66.3(1)) f. If you cannot agree on a purchase price with the acquiring agency, a determination of just compensation by an impartial compensation commission and the right to appeal its award to district court. (Iowa Code §§66.4, 66.7, and 66.18) g. A review by the compensation commission of the necessity for the condemnation if your property is agricultural land being condemned for industry; (Iowa Code §6B.4A) h. Payment of the agreed upon purchase price, or if condemned, a deposit of the compensation commission award before you are required to surrender possession of the property. (Iowa Code §§66.25 and 66.54(11)) 4 Reimbursement for expenses incidental to transferring title to the acquiring agency. (Iowa Code §§66.33 and 66.54(10)) Reimbursement of certain litigation expenses: (1) if the award of the compensation commissioners exceeds 110 percent of the acquiring agency's final offer before condemnation; and (2) if the award on appeal in court is more than the compensation commissioner's award (Iowa Code §66.33) At least 90 days written notice to vacate property. (Iowa Code §66.54(4)) Relocation services and payments, if you are eligible to receive them, and the right to appeal your eligibility for and amount of payments. (Iowa Code §316.9) The rights set out in this Statement are not claimed to be a full and complete list or explanation of an owner's rights under the law. They are derived from Iowa Code Chapters 6A, 6B and 316. 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I I I I I :: I I :: L I: ... :::' I I. :: :: I I ': I I : I I I I I : I , : : 1 I ~ I: I : : I I o I I _. : I o I :~ ~ .. " I a Q I a " ~ I a " I o L " lf? I : : O I I I 0 I I 0 I a I a . . . o o . I. :: ~ I I. ..~ I . . I .. I I.. I .. ) ~ p . ~ ~ f I I ~ . .. I ~ ... I. I . ~ .. .. ~. . . . .. E ' : l ,; _ I I j I : I __ f L I I I I i I :: I I i : I I o X W c~ Z Q U C O a0 2 H ~ O f' ~ U U Q W W ~ ~ }N} ~ ~ F- ~ cn U U N W H ~ Z Z CW W C ' W Q Q a F- ~~ o f- Q O j~ O Q F Q Z J O m m F- U 3~ ~ U W ~ O~ U U ~i cd Q .U W Z ~~ U1 Y 2 ; U VI N d aom ~W=s U Z W 2 Q ¢ O U ~ j~ a~ v 0 =~~ 000 0 o° woLL aaoo sa i Prepared by: Dave Panos, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO. 06-245 RESOLUTION AUTHORIZING MAILING AND PUBLICATION OF NOTICE OF INTENT TO COMMENCE PUBLIC IMPROVEMENT PROJECT TO CONSTRUCT THE LOWER WEST BRANCH ROAD-SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT AND TO ACQUIRE PROPERTY FOR THE PROJECT; AND SETTING DATE OF PUBLIC HEARING. WHEREAS, under the provisions of Sections 6B.2A and 6B.2B of the Iowa Code, a governmental body which proposes to acquire property under power of eminent domain fora public improvement project is required to give notice of intent to commence the project to all property owners whose properties may be acquired in whole or in part for the project; and WHEREAS, the City Council of the City of Iowa City intends to commence a project to construct the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project, which includes reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue, and a portion of Hummingbird Lane, which project is to be known as the Lower West Branch Road - Scott Boulevard to Taft Avenue Improvements Project; and WHEREAS, before the City of Iowa City can proceed with said project, the City Council must: a. Hold a public hearing, providing the opportunity for public input on the question of proceeding with the public improvement and on the acquisition or condemnation of property interests for the project; and b. Adopt a resolution declaring its intent to proceed with said project and authorizing the acquisition of property interests required for the project by negotiation or condemnation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. Documentation showing the proposed location of the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project shall be placed on file in the office of the City Clerk and made available for public viewing. 2. A public hearing on the City's intent to proceed with the Lower West Branch Road- Scott Boulevard to Taft Avenue Improvements Project and to acquire property rights therefore is to be held on the 5~h day of September, 2006, at 7:00 p.m. in the Emma J. Harvat Hall, Civic Center, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 3. The Department of Public Works and City Clerk are hereby authorized and directed to cause notice of the City's intent to proceed with said project and authorize the acquisition of property for said project to be mailed and published as required by law with said Notice of Intent to be in substantially the attached form; said publication to be published 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. Resolution No. ~~-245 Page 2 Passed and approved this 1st day of August , 20 06 ~_ MAYO R Approved by ATTEST: -~ ~ ~~~ ~ ~ CIT LERK City Attorney's Office It was moved by Champion and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: x ~_ x ~- X X ~- NAYS: ABSENT: Bailey Champion Correia Elliott O'Donnell Vanderhoef Wilburn pweng/res/lower west branch rd.doc voo NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR LOWER WEST BRANCH ROAD - SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT To: Iowa City Sterling House LLC Frank A. & Monica M. Mitros Bickford Cottage 290 Hummingbird Lane 3500 Lower West Branch Road Iowa City, IA 52240 Iowa City, IA 52240 Douglas J. Schnoebelen Three Bulls LLC 2600 E. Court St. Swen Larson Iowa City, IA 52245 2621 Catskills Court Iowa City IA 52245 Paul W. & Loretta R. Peterson 4641 Lower West Branch Rd. Theodore H. Pacha Iowa City, IA 52240 PO Box 1405 Iowa City, IA 52244 Kenneth D. Kabela Tr. c/o Charles W. Lindemann Charles O. Rogers 4306 Dane Road 4694 Lower West Branch Road Iowa City, IA 52240 Iowa City, IA 52240 Michael D. & Julie A. Homewood Henrietta Miller 4659 Lower West Branch Road 3375 Hanover Court Iowa City, IA 52240 Iowa City, IA Carolyn A. Barr St. Mark's United Methodist 4667 Lower West Branch Road 2675 E. Washington Street Iowa City, IA 52240 Iowa City, IA 52240 Kathleen A. Stecher Louis A. Frank 4735 Lower West Branch Road SE PO. Box 981 Iowa City, IA 52240 Iowa City, IA 52244 Dwight Hunter Arlington Development Inc. 13731 Hickman Road #1141 John Moreland Urbandale, IA 50323 1486 S. First Avenue, Unit A Iowa City, IA 52240 Plum Grove Acres PO Box 2208 Smith C. Manion Iowa City, IA 52244 210 Red Hill Lane Iowa City, IA 52245 Robert A. Stoddard 167 Hummingbird Lane Jerry F. Lindemann Iowa City, IA 52245 c/o Kathleen A. Stecher 304 Summit Street NE Peter S. & Eileen Fisher Solon, IA 52333 164 Hummingbird Lane Iowa City, IA 52240 2 Chapter 6B of the Iowa Code requires a governmental body which proposes to acquire property rights under power of eminent domain for a public improvement project to give notice of the project to all agricultural property owners whose properties maybe affected and to hold a public hearing. 1. DESCRIPTION OF THE PROJECT NOTICE IS HEREBY GIVEN to the above-identified agricultural property owners that the City Council of the City of Iowa City will consider funding of the site-specific design for the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project, making the final selection of the route or site location, or acquiring or condemning property rights, if necessary, required for the project. Said project involves reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue and a portion of Hummingbird Lane. 2. PRIVATE PROPERTY RIGHTS MAY BE ACQUIRED BY NEGOTIATION OR CONDEMNATION If the above-described project is approved by the City Council, the City may need to acquire property rights for the project improvements. Property rights may include a temporary construction easement, a permanent easement, and/or a fee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that properties or portions of properties owned by the above-identified persons may have to be acquired for the project by the methods described above. The City will attempt to purchase the required property by good faith negotiations. If negotiations are unsuccessful, the City will condemn those property rights which it determines are necessary for the project. The proposed location of the above-described public improvement is shown on documentation which is now on file in the office of the City Clerk and available for public viewing. 3. CITY PROCESS TO DECIDE TO PROCEED WITH THE PROJECT AND TO ACQUIRE PROPERTY RIGHTS; CITY COUNCIL ACTION REQUIRED TO FUND PROJECT The City has provided funding in its budget for this project, as well as funding to acquire any property rights that may be needed for the project. City staff has analyzed the options for how to proceed with this project and has coordinated project planning with other appropriate agencies. The planning has reached a point where preliminary designs now indicate that certain property rights may need to be acquired. Any public comment will be considered in preparing the final designs, particularly as private property may be affected. In making the decision to fund the site-specific design for the public improvement, to make the final section of the route or site location, or to acquire or condemn property rights, if necessary, the City Council is required to hold a public hearing, giving persons interested in the proposed project the opportunity to present their views regarding the decision to fund the site-specific designs for the project, make the final selection of the route or site location, or to acquire or condemn, if necessar~, property or an interest in property for the project. The public hearing will be held on the 5t day of September, 2006, in the City Council Chambers (Harvat Hall), City Hall, 310 E. Washington Street, Iowa City, Iowa, commencing at 7:00 p.m. or, if cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. In order to fund the site-specific design for the public improvement, to make the final section of the route or site location, or to commence the acquisition or condemnation of property rights, if necessary, for the above-described project, City Council will be required to approve the project and authorize acquisition of private property rights for the project by Council resolution. The City 3 Council is scheduled to consider adoption of a resolution authorizing acquisition of property rights for the above-described project following the public hearing. When a appraisal is required, if the project is approved by the City Council, an appraiser will determine the compensation to be paid for easements and/or property acquired in fee simple. The City will offer no less than the appraised value and will attempt to purchase only the needed property by good faith negotiations. If the City is unable to acquire properties needed for the project by negotiation, the City will acquire those property rights by condemnation. 4. CONTACT PERSON If you have any questions concerning the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project, please contact the following person: Dave A. Panos, Civil Engineer City of Iowa City 410 E. Washington St. Iowa City, IA 52240 (319) 356-5145 5. THIS NOTICE IS FOR INFORMATION ONLY AND IS NOT AN OFFER TO PURCHASE PROPERTY RIGHTS. The City Council of the City of Iowa City, Iowa, has not yet determined to undertake the above- described projector to acquire property rights for the project. This Notice does not constitute an offer to purchase property rights. 6. STATEMENT OF RIGHTS Just as the law grants certain entities the right to acquire property, you as the owner of property have certain rights. You have the right to: a. Receive just compensation for the taking of property. (Iowa Const., Article I, Section 18) b. An offer to purchase which may not be less than the lowest appraisal of the fair market value of the property. (Iowa Code §§ 66.45, 6654) c. Receive a copy of the appraisal, if an appraisal is required, upon which the acquiring agency's determination of just compensation is based not less than 10 days before being contacted by the acquiring agency's acquisition agent. (Iowa Code §66.45) d. When an appraisal is required, an opportunity to accompany at least one appraiser of the acquiring agency who appraises your property. (Iowa Code §66.54) e. Participate in good faith negotiations with the acquiring agency before the acquiring agency begins condemnation proceedings. (Iowa Code §66.3(1)) f. If you cannot agree on a purchase price with the acquiring agency, a determination of just compensation by an impartial compensation commission and the right to appeal its award to district court. (Iowa Code §§66.4, 66.7, and 66.18) g. A review by the compensation commission of the necessity for the condemnation if your property is agricultural land being condemned for industry; (Iowa Code §6B.4A) h. Payment of the agreed upon purchase price, or if condemned, a deposit of the compensation commission award before you are required to surrender possession of the property. (Iowa Code §§66.25 and 66.54(11)) 4 i. Reimbursement for expenses incidental to transferring title to the acquiring agency. (Iowa Code §§66.33 and 66.54(10)) j. Reimbursement of certain litigation expenses: (1) if the award of the compensation commissioners exceeds 110 percent of the acquiring agency's final offer before condemnation; and (2) if the award on appeal in court is more than the compensation commissioner's award (Iowa Code §66.33) k. At least 90 days written notice to vacate property. (Iowa Code §66.54(4)) I. Relocation services and payments, if you are eligible to receive them, and the right to appeal your eligibility for and amount of payments. (Iowa Code §316.9) The rights set out in this Statement are not claimed to be a full and complete list or explanation of an owner's rights under the law. They are derived from Iowa Code Chapters 6A, 6B and 316. For a more thorough presentation of an owner's rights, you should refer directly to the Iowa Code or contact an attorney of your choice. Maria .Karr City Clerk Pweng/lower westbranch rd/notice.doc Printer's Fee $~~~ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, Diana Becicka, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper ~ ,time(s), on the following date(s): ~,~~ 1 ~ ~f~[~ Legal Clerk Subscribed and sworn to before me this_~~-~-~ day of A.D.20 ~ Notary Public ~. 4 UN~A KROTZ ;~ ': ~Nurttber~~ 9 _,_ Jenuarr 27, 20os OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON INTENT TO PROCEED WITH A PUB- LIC IMPROVEMENT PROJECT, AND TO ACQUIRE PROPERTY RIGHTS FOR THE LOWER WEST BRANCH ROAD -SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PRO- JECT IN THE CITY OF Iowa CITY, IowA TO ALL TAXPAYERS IN 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 its intent to proceed with a public improvement project and to acquire property rights for the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project in said City at 7:00 p.m. on the 5th day of September, 20(16, said meet- ing to be held in the Emma J. Harvat Hall in City Hill in said City, or'rf said meeting is cancelled, at the next meetingof the City Council thereafter. as posted by the City Clerk: Documentation of the proposed location of said improvements is now on file in the office of the City Clerk in City Hall in'lowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of-the City Council for the purpose of making objections to and comments concerning said intent to pro- ceed with and to acquire property rights for said public improvement project. 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 60898 August 21, 2006 r 9 Prepared by: Dave Panos, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 319-356-5145 RESOLUTION NO. 06-292 RESOLUTION DECLARING THE CITY'S INTENT TO PROCEED WITH AND AUTHORIZING THE ACQUISITION OF PROPERTY RIGHTS FOR THE LOWER WEST BRANCH ROAD - SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT. WHEREAS, notice of public hearing on the City's intent to proceed with a public improvement project and to acquire property rights for the above-named project was given as required by law, and the hearing thereon held; and WHEREAS, the City of Iowa City desires to construct the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project ("Project") which includes reconstruction of Lower West Branch Road from Scott Boulevard to Taft Avenue, and a portion of Hummingbird Lane; 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 for the proposed project; and WHEREAS, the City's Consultant, Engineering Alliance, Inc. has determined the location of the proposed Project; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. It is the City's intent to proceed with the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project. 2. The City Council finds that it is in the public interest to acquire property rights necessary for the construction of the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project ("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. 3. The City Manager or designee, in consultation with the City Attorney's office, is authorized and directed to establish, on behalf of the 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. Resolution No. n~-~g~ Page 2 4. The City Manager, or designee, is hereby authorized and directed to negotiate the purchase of property rights 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. 5. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized, upon direction of the City Attorney, to execute and attest all documents necessary to effectuate the purchase of said property rights. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 6. In the event the necessary property rights for the Project cannot be acquired by negotiation, the City Attorney is hereby authorized and directed to initiate condemnation proceedings for acquisition of any and all property rights necessary to fulfill the functions of the Project, as provided by law. Passed and approved this 5th day of September , 20~_• MAYOR ATTEST: CITY ERK Approved by ~~o~~ City Attorney's Office It was moved by Rai 1 P3~ and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: x x ~_ x X x x Pwen g/res/Iwrwestb ra n ch. doc 8/06 NAYS: ABSENT: Bailey Champion Correia Elliott O'Donnell Vanderhoef Wilburn v, ~ ~~ ~ 1 Prepared by: Dave Panos, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5437 RESOLUTION NO. n7-~A RESOLUTION APPROVING, AUTHORIZING AND DIRECTING MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AN AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND JOHN COYNE TO PROVIDE CONSULTANT SERVICES FOR THE LOWER WEST BRANCH ROAD PLACARD PROJECT. WHEREAS, the City of Iowa City desires to provide a unique aesthetic element for the culvert headwalls installed as part of the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project; and WHEREAS, the City of Iowa City desires to develop and fabricate bronze placards which will be inserted as the aesthetic element upon completion of said culvert headwalls; and WHEREAS, the City desires the services of a consultant to develop, fabricate and install said Placards; and WHEREAS, the City of Iowa City has negotiated an Agreement for said Consultant services with John Coyne, to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with John Coyne. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The Consultant Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and the City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement in triplicate. Passed and approved this ~3r~ day of ,TanLary , 2007. ___5~ Mayor Approved y: ATTEST: I/ I ' ~ tip/ ~~/7~07 City Clerk Ci At rney's ffice Resolution No. 07-29 Page 2 It was moved by Bailey and seconded by Correia the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: ~_ Bailey x Champion x Correia x Elliott ~ O'Donnell x Vanderhoef x Wilburn CITY OF IOWA CITY LOWER WEST BRANCH ROAD PLACARDS PROJECT AGREEMENT BY AND BETWEEN OWNER AND CONSULTANT THIS AGREEMENT is made on this 23~d day of January, 2007, by and between the City of Iowa City, hereinafter referred to as the OWNER, and John R. Coyne, hereinafter referred to as the CONSULTANT. The OWNER'S REPRESENTATIVE shall be the City Engineer or his/her designee. WHEREAS, the OWNER, has accepted the proposal for the Lower West Branch Road Placards Project hereinafter referred to as the PLACARDS. A copy of said proposal as accepted is attached hereto as Exhibit "A" (hereinafter "Proposal"). NOW, THEREFORE, in consideration of the mutual promises and undertakings contained herein, the parties agree as follows: Article 1. Scope of Services 1.1 General a. The CONSULTANT shall perform all services and furnish all supplies, materials and equipment as necessary for the design, execution, fabrication, transportation and installation of the PLACARDS at the site. b. The CONSULTANT shall at all stages of execution, fabrication and installation coordinate his work with the OWNER'S REPRESENTATIVE. 1.2 Design a. The CONSULTANT shall furnish the OWNER'S REPRESENTATIVE conceptual design sketches and material samples representing samples of the completed PLACARDS. b. OWNER'S REPRESENTATIVE shall provide feedback on the conceptual design sketches and material for consideration prior to approving the fabrication of PLACARDS. 1.3 Coordination with Engineer a. The CONSULTANT shall furnish the OWNER'S REPRESENTATIVE a faux mockup of the completed PLACARDS. The faux mockup shall be fabricated (disposable) replicas of the exact length, width, .and thickness of the completed PLACARDS. The CONSULTANT shall also furnish the OWNER'S REPRESENTATIVE dimensions of the completed PLACARDS measured to the nearest 1/8" b. The CONSULTANT shall furnish the OWNER'S REPRESENTATIVE adequate lineal dimensions of completed PLACARDS, measured to the nearest 1/8", relative to the specific location of PLACARDS on each culvert headwall. Dimensions will be used by OWNER'S REPRESENTATIVE to complete final construction plans for the culvert headwall, in which PLACARDS will later become incorporated. 2 1.4 Fabrication a. Schedule Deadlines January 24, 2007 - CONSULTANT locations of PLACARDS as stated in 1. shall furnish final dimensions and 3 (a) and 1.3 (b) April 1, 2007 -CONSULTANT shall furnish faux mockup of the PLACARDS. June 1, 2007 -CONSULTANT shall complete fabrication and have available completed PLACARDS for installation. b. The OWNER shall have the right to review the PLACARDS at reasonable times during the fabrication thereof. The CONSULTANT shall submit to the OWNER'S REPRESENTATIVE progress reports in accordance with the schedule provided for in Section 1.4 (a). c. The CONSULTANT shall complete the fabrication and preparedness for installation of the PLACARDS in substantial conformity with the approved Proposal and schedule required in section 1.4 (a). d. The CONSULTANT shall present to the OWNER in writing for further review and approval any significant changes in scope, design, color, size, material or texture of PLACARDS not permitted by or not in substantial conformity with the Proposal. A significant change is any change in the scope, design, color, size, material, texture or location of the PLACARDS any change which affects installation, scheduling, site preparation or maintenance for the PLACARDS or any change to the concept of the PLACARDS as represented in the Proposal. 1.5 Delivery and Installation a. The OWNER'S REPRESENTATIVE agrees to notify the CONSULTANT no fewer than thirty (30) days prior to requiring the PLACARDS delivery and installation. Particulars of delivery time, location shall be coordinated between CONSULTANT and OWNER'S REPRESENTATIVE b. The CONSULTANT shall be responsible for providing the OWNER'S REPRESENTATIVE with the faux mockup of the PLACARDS no later than April 1, 2007. The faux mockup of the PLACARDS will be used by the City's Contractor to provide a "stand-in" for the PLACARDS until completion of the culvert headwall construction. c. The CONSULTANT shall deliver and consult with the OWNER'S REPRESENTATIVE on the installation of the completed PLACARDS at the site in compliance with the schedule approved pursuant to Section 1.4 (a). d. The CONSULTANT shall deliver, following the delivery and installation of PLACARDS, to OWNER all fabrication molds used to reproduce completed PLACARDS. e. The CONSULTANT shall be responsible for Coordination with the City's Contractor prior to Installation of the completed PLACARDS at such time that the City Contractor provides notification that the culvert headwalls are made ready for insertion of the PLACARDS. 3 f. The CONSULTANT shall be responsible for all expenses, labor and equipment to prepare the site for the installation of the PLACARDS. Site preparation prior to installing PLACARDS may include but is not limited to grinding or cleaning of the surface that may be required to adhere PLACARDS permanently to culvert headwall. Accurate representation of dimensioning and thickness of the faux mockups as compared to the PLACARDS is critical to ensuring proper fit and conformity of the PLACARDS with the culvert headwall work completed by the City Contractor. 1.6 Post Installation a. The CONSULTANT shall be notified of any dates and times for presentation ceremonies relating to the PLACARDS. b. Upon installation of the PLACARDS, the CONSULTANT shall provide to the OWNER'S REPRESENTATIVE written instructions for appropriate maintenance and preservation of the PLACARDS. 1.7 Final Acceptance a. The CONSULTANT shall advise the OWNER'S REPRESENTATIVE in writing when all services in Sections 1.1 through 1.6 (b) have been completed in substantial conformity with the Proposal. This date of final acceptance shall be dependant on the date for completion of the culvert headwall as provided by the City Contractor. b. The OWNER'S REPRESENTATIVE shall notify the CONSULTANT in writing of OWNER'S final acceptance of the PLACARDS. c. Final acceptance shall be effective on the date of the OWNER'S REPRESENTATIVE'S written notification to CONSULTANT of final acceptance. 1.7 Risk of Loss The risk of loss or damage to the PLACARDS shall be borne by the CONSULTANT until final acceptance by the OWNER, and the CONSULTANT shall take such measures as are necessary to protect the PLACARDS from loss or damage until final acceptance. The CONSULTANT shall not be responsible for loss or damage due to vandalism, theft, accidents, or acts of God once installation of the PLACARDS is complete. 1.8 Liability, Indemnification and Insurance a. The CONSULTANT agrees to indemnify, defend and hold OWNER and its officers, employees, and agents harmless from any and all 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 arising out of or resulting from CONSULTANT'S operations, duties or responsibilities under this agreement, whether such be by CONSULTANT himself or by any subcontractor or by anyone directly or indirectly employed by the CONSULTANT. 4 b. Upon final acceptance of the PLACARDS, the OWNER shall, to the extent permitted by law, and without waiving any immunities available thereunder, indemnify and hold harmless the CONSULTANT against any and all claims or liabilities thereafter made in connection with the PLACARDS, the site, the project or this agreement, except claims by the OWNER against the CONSULTANT and claims which may occur as a result of the CONSULTANT'S breach of the warranties provided in Article 4. c. The CONSULTANT and all employees of the CONSULTANT shall each effect and maintain insurance to protect the CONSULTANT from claims under workers compensation acts; claims for damages because of bodily injury including personal injury, sickness or disease, or death of any of the CONSULTANT'S employees or of any person other than the CONSULTANT'S employees; and from claims for damages because of injury to or destruction of tangible property; including loss of use resulting therefrom; and from claims arising out of the CONSULTANT'S performance of professional services caused by errors, omissions, or negligent acts for which the CONSULTANT is legally liable. 1.9 Title Title of the PLACARDS shall pass to the OWNER upon OWNER'S final acceptance of the completed PLACARDS Article 2. Compensation and Payment Schedule 2.1 Fixed Fee The OWNER shall pay the CONSULTANT a fee not to exceed Thirty Two Thousand Four Hundred and Eighty Dollars ($32,480) which shall constitute full compensation for all fees, services, expenses, and materials to be performed and furnished by the CONSULTANT under this agreement. Expenses shall include all travel and lodging required for the CONSULTANT to fulfill his obligations under this contract. The fee shall be paid in the following installments, expressed as percentages of such fixed fee, each installment to represent full and final, non refundable payment for alt services and materials provided prior to the due date thereof: a. Thirty percent (30%), or $9744, within thirty (30) days after execution of this agreement. b. Fifty percent (50%), or $16240, within thirty (30) days of the determination of OWNER'S REPRESENTATIVE that the PLACARDS fabrication is completed. CONSULTANT shall provide documentation to OWNER'S REPRESENTATIVE to demonstrate such progress. In no event shall the second payment be made less than thirty (30) days after authorization of the first payment. c. Twenty percent (20%) or $6496, within thirty (30) days after final acceptance of the completed PLACARDS project. If the CONSULTANT elects to utilize the OWNER'S services and materials during installation, other than those specifically cited herein as the responsibility of the OWNER, those fees shall be deducted from the final payment due the CONSULTANT. 2.2 CONSULTANT'S Expenses The CONSULTANT shall be responsible for the payment of all expenses necessary for the proper performance of the services required under this agreement, including but not limited to mailing or shipping charges on submissions to the OWNER'S REPRESENTATIVE, the cost of any and all engineering evaluations as required by the OWNER, transporting the PLACARDS to the site and the costs of all travel and lodging by the CONSULTANT and the CONSULTANT 'S agents and employees. Article 3. Time of Performance 3.1 Duration The services to be required of the CONSULTANT accordance with the schedule for completion CONSULTANT and approved by the OWNER'S (a), and 1.5 (a) and 1.5 (b), provided that suct modified by written agreement between t REPRESENTATIVE. as set forth in Article 1 shall be completed in of the PLACARDS as proposed by the REPRESENTATIVE pursuant to Section 1.4 i time limits may be extended or otherwise he CONSULTANT and the OWNER'S 3.2 Construction Delays If, when the CONSULTANT completes fabrication or procurement of the PLACARDS in accordance with the approved schedule and notifies the OWNER that the PLACARDS is ready for installation, the CONSULTANT is delayed from installing the PLACARDS within the time specified in the schedule because OWNER has not prepared the site for installation as specified in Section 1.3(d) hereof, as a result of the improvements not being completed on the site to permit installation of the PLACARDS, the OWNER shall provide storage for the period between the time provided in the schedule for commencement of installation and the date upon which the site is sufficiently complete to reasonably permit installation of the PLACARDS. 3.3 Early Completion of CONSULTANT Services The CONSULTANT shall bear any transportation and storage costs resulting from the completion of the CONSULTANT'S services prior to the time provided in the schedule for installation. 3.4 Time Extensions The OWNER'S REPRESENTATIVE shall grant a reasonable extension of time to the CONSULTANT in the event that there is a delay on the part of the CONSULTANT in performing its obligations under this Agreement due to conditions beyond the CONSULTANT 'S control or Acts of God which render timely performance of the CONSULTANT 'S services impossible or unforeseeably burdensome. Likewise the CONSULTANT shall grant a reasonable extension of time to the OWNER in the event that there is a delay on the part of the OWNER in performing its obligations under this Agreement due to conditions beyond the OWNER'S control or Acts of God which render timely performance of the OWNER'S services impossible or unforeseeably burdensome. Failure to fulfill contractual obligations due to conditions beyond either party's reasonable control will not be considered a breach of contract; provided that such obligations shall be suspended only for the duration of such condition. Article 4. Warranties 4.1 Warranties of Title The CONSULTANT represents and warrants that: (a) the PLACARDS are solely the result of the effort of the CONSULTANT; (b) except as otherwise disclosed in writing to the OWNER'S REPRESENTATIVE, the PLACARDS are unique and original and do not infringe upon any copyright; (c) that the PLACARDS, or a duplicate thereof, have not been accepted for sale elsewhere; and (d) the PLACARDS are free and clear of any liens from any source whatever. 4.2 Warranties of Quality and Condition The CONSULTANT represents and warrants that: (a) the execution and fabrication of the PLACARDS will be performed in a workmanlike manner; (b) the PLACARDS, as fabricated and installed, will be free of defects in material and workmanship, including any defects consisting of inherent qualities which cause or accelerate deterioration of the PLACARDS; and (c) maintenance recommendations submitted by the CONSULTANT to the OWNER'S REPRESENTATIVE hereunder, if followed, will achieve their intended result. The warranties described in this Section 4.2 shall survive for a period of five years after the final acceptance of the PLACARDS. The OWNER shall give notice to the CONSULTANT of any observed breach with reasonable promptness. The CONSULTANT shall, at the request of the OWNER, and at no cost to the OWNER, cure reasonably and promptly the breach of any such warranty in a manner that is consistent with professional conservation standards (including, for example, cure by means of repair or refabrication of the PLACARDS). Article 5. Reproduction Rights 5.1 General To the extent not limited by this Section 5.1, the CONSULTANT retains all rights under the Copyright Act of 1976, 17 U.S.C., 101 et. seq., and all other rights in and to the PLACARDS except ownership and possession. In view of the intention that the PLACARDS in its final dimension shall be unique, the CONSULTANT shall not make any additional duplicate reproductions of the final PLACARDS, nor shall the CONSULTANT grant permission to others to do so except with the written permission of the OWNER. The CONSULTANT grants to the OWNER and its assigns aroyalty-free, irrevocable license to make two or three dimensional reproductions of the PLACARDS for educational and/or .non-commercial purposes, including but not limited to reproductions used in advertising, calendars, posters, brochures, media, publicity, catalogues, museum, educational and development projects, or other similar publications, provided that these rights are exercised in a professional manner. 5.2 Notice All reproductions by the OWNER shall contain a credit ~to the CONSULTANT and a copyright notice substantially in the following form: ~ [CONSULTANT'S NAME], date of publication. 5.3 Credit to Owner The CONSULTANT shall use best efforts to give a credit reading substantially, "an original PLACARDS owned and commissioned by the City of Iowa City, Iowa" in any public showing under the CONSULTANT'S control or reproductions of the PLACARDS. 5.4 Registration The CONSULTANT may cause to be registered, with the United States Register of Copyrights, a copyright of the PLACARDS in the CONSULTANT'S name. Article 6. CONSULTANT'S Rights 6.1 Identification The CONSULTANT may at its expense, prepare and install on or near the PLACARDS, at a location approved by the OWNER, a plaque identifying the CONSULTANT, the title of the PLACARDS, and the year of completion; and shall reasonably maintain such notice to the extent as may be practicable. 6.2 Maintenance The OWNER recognizes that maintenance of the PLACARDS on a regular basis is essential to the integrity of the PLACARDS. The OWNER shall take reasonable steps to assure that the PLACARDS is properly maintained and protected, taking into account the instructions of the CONSULTANT provided in accordance with Section 1.6 (b). 6.3 Alteration of the Work or of the Site a. Except as provided under subsection 6.3(b), below, The OWNER agrees that it will not intentionally damage, alter, modify or change the PLACARDS without the prior written approval of the CONSULTANT. b. The OWNER reserves the right to alter the location of the PLACARDS; relocate the PLACARDS to another site; and remove the PLACARDS from public display. The following provisions shall apply to relocation or removal: (i) While the OWNER shall attempt to remove PLACARDS in such a way as to not affect the PLACARDS, it is the parties' understanding that such removal may result in damage, alteration, modification, destruction, distortion or other change of the PLACARDS. The CONSULTANT acknowledges that this provision shall qualify under 17 U.S. C. Section 113 (d) so as to waive rights under 17 U.S.C. Section 106A. (ii) If, at the time of removal, it is determined that the PLACARDS may be removed without damage, alteration, modification, destruction, distortion or other change, OWNER shall give notice as required by 17 U.S.C. Section 113 (d) (2) and (3). On completion of the PLACARDS, the CONSULTANT agrees to file the records, including CONSULTANT 'S identity and address, with the Register of Copyrights as provided under 17 U.S.C. Section 113 (d) (3). The CONSULTANT further agrees to update information- with the Register of 8 Copyrights so as to permit notification of intent to remove the PLACARDS. 6.4 Permanent Record. The OWNER'S REPRESENTATIVE shall maintain on permanent file a record of this Agreement and the location and disposition of the PLACARDS. Article 7. CONSULTANT as Independent Contractor. The CONSULTANT shall perform all work under this Agreement as an independent contractor and not as an agent or an employee of the OWNER. The CONSULTANT shall not be supervised by any employee or official of the OWNER, nor shall the CONSULTANT exercise supervision over any employee or official of the OWNER. Article 8. Assignments, Transfer, Subcontracting 8.1 Neither this Agreement nor any interest herein shall be transferred by the CONSULTANT. Any such transfer shall be null and void and shall be cause to annul this Agreement. 8.2 Subcontracting by CONSULTANT The CONSULTANT may subcontract portions of the services to be provided hereunder at the CONSULTANT'S expense provided that said subcontracting shall not negatively affect the design, appearance, or visual quality of the Proposal and shall be carried out under the personal supervision of the CONSULTANT. The CONSULTANT must obtain written approval from the OWNER'S REPRESENTATIVE prior to hiring any subcontractor.. If the OWNER'S REPRESENTATIVE does not approve the hiring of any subcontractor, another subcontractor must be submitted for approval by the OWNER'S REPRESENTATIVE. Article 9. Termination If either party to this agreement shall-willfully or negligently fail to fulfill in a timely and proper manner, or otherwise violate, any of the covenants, agreements or stipulations material to this agreement, the other party shall thereupon have the right to terminate this agreement by giving written notice to the defaulting party of its intent to terminate specifying the grounds for termination. The defaulting party shall have thirty (30) days after receipt of the notice to cure the default. If it is not cured, then this agreement shall terminate. In the event of default by the OWNER, the OWNER shall promptly compensate the CONSULTANT for all services performed by the CONSULTANT prior to termination. In the event of default by the CONSULTANT, all finished and unfinished drawings, sketches, photographs, and other work products prepared and submitted or prepared for submission by the CONSULTANT under this agreement shall at the OWNER'S option become its property, provided that no right to fabricate or execute the PLACARDS shall pass to the OWNER and the OWNER shall compensate the CONSULTANT pursuant to Article 2 for all services performed by the CONSULTANT prior to termination; or the CONSULTANT shall refund all amounts paid by the OWNER in exchange for all finished and unfinished related PLACARDSs. Notwithstanding the previous sentence, the CONSULTANT shall not be relieved of liability to the OWNER for damages sustained by the OWNER by virtue of any breach of this Agreement by the CONSULTANT, and the OWNER may reasonably withhold payments to the CONSULTANT until such time as the exact amount of such damages due the OWNER from the CONSULTANT is determined. Article 10. Compliance The CONSULTANT shall be required to comply with Federal, State, and City statutes, ordinances and regulations applicable to the performance of the CONSULTANT 'S services under this agreement. Article 11. General Terms 11.1. The CONSULTANT shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. 11.1.1 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. 11.1.2 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. 11.2 It is understood and agreed that the retention of CONSULTANT by OWNER 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 subject to the terms of Section 8.2 of the Agreement. 11.3 It is agreed by the OWNER that all records and files pertaining to information needed by the CONSULTANT for the project shall be available by said City upon reasonable request of the CONSULTANT. The OWNER agrees to furnish all reasonable assistance in the use of these records and files. 11.4 At the request of OWNER, the CONSULTANT. shall attend such meetings of the City Council relative to the work set forth in this Agreement as deemed necessary by OWNER. Any requests made by the OWNER shall be given with reasonable notice to CONSULTANT to assure attendance and shall coincide with trips to Iowa City already planned by the CONSULTANT pursuant to Sections 1.2 and 1.3. 11.5 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. 11.6 Upon signing this agreement, CONSULTANT acknowledges 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. 10 Article 12. Entire Agreement This writing embodies the entire agreement and understanding between the parties hereto, and there are no other agreements and understandings, oral or written, with reference to the subject matter hereof that are not merged herein and superseded hereby. Article 13. Modification No alteration, change, or modification of the terms of the Agreement shall be valid unless made in writing and signed by both parties hereto and approved by appropriate action of the OWNER. CONSULTANT OWNER John .Coyne Mayor ATTEST: _~ .~-~ -e •,~.~~ ~ • 7C ~>ti~ ity Clerk Approved by City Attorney's Office Estimated Cost of Proposal Submitted by John Coyne 1127 E. Davenport St. Iowa City, IA 52245 (319) 339-1742 Bronze Each of the eight circular plaques will weigh approximately 45 lbs. including cups and gating systems. Each one of the 24 smaller, rectangular plaques will weigh approximately 25 lbs. The total weight of bronze is estimated at 9601bs. The current price of foundry grade silicon bronze is $5.50 per pound. Total price = $5,280 Mold Making Materials for mold making including sand, resin, catalyst, core wash, flasks, oil clay and wax = $3,000 Chasing Materials for finishing and chasing includes abrasives, cut-off wheels, chemicals for patination of the final product includes chemicals, abrasives, cut-off wheels, and propane = $2,000 Labor The projected time for each piece is 26 hours, which includes modeling, mold making, casting and chasing. At $25 an hour, for 32 castings, which will take approximately 832 hours = $20,800 Transportation The cost of transporting molds to the Davenport foundry will include trips and rental equipment. Cost = $500 Miscasts An optimistic prediction of a 2 % to 5 % error for miscasts and welding as a result of defects comes to approximately $900 Total bid amount = $32,480 -; _~. OPINION OF PROBABLE CONSTRUCTION COST - - arr of IowA aTr LOWER WEST BRANCH ROAD IMPROVEMENTS _ FINAL PLANS 2/20/2007 - _ ITEM NO. ~~ ITEM UNIT UNIT PRICE QUANTITY ~' ~TL)TAL ~--~ , I~ '- Demolkion and Removals ACRE _ $ 10,000.00 1 CLEARING AND GRUBBING _ _ _ ~ __ 000.00 $ 15 LS ~ ~ ~ ~~ 2 ~ $J'- 20,000.00 (, 1 $ 15,000.00 , _ REMOVALS AS PER PLAN _ _ _. _ 2 10.00 ' SY ~ ENT REMOVAL - 340 3 400.00 _ _ 3 PAVEM 4 SIDEWALK/DRIVEWAY REMOVAL _ _ __ SY ~ 8.00 5 WATER MAIN REMOVAL _ LF $ 18.00 -__ 525 ~$_ 4 200.00 320 $ 5 120.00 8 iSTORM SEWER AND PIPE CULVERT REMOVAL_ _ LF $ 12.00 ~ 728 $ 8 738.00 $ 200.00 ' 7 FENCE REMOVAL _ STA 73_.2_ $ 14,840.00 Excavation and Grading _ - BTE-XCAVATION CLASS 10 ROADWAY AND BORROW _ _pY -. $ _, 8.00 UNSUITABLE OR UNSTABLE MATERIAL _ CY _ $ - 10.00 ~ - 23107 $ 184 858.00 5000 $ 50 000.00 - ~ _ 0 ttEXCAVATION, CLASS 20 18.00 _ _ ~ CY 1~TOPSOIL STRIP SALVAGE & RESPREAD _ _. _ ~ 12 TOPSOIL FURNISH AND SPREAD _ _ CY $ 15.00 ~ _ 25 500.00 1700 8404 i. $ 50 424.00 879 _ $ _ 10 185.00 12 100 00 100.00 ~f2TH SHOULDER FINISHING _ STA _ ~.. . 121 $ tarlal _ Granular Ma - - _ 14 MODIFIED SUBBASE _ _ _ _ _ _ _ _ CY $ __ 30.00 - 4800 _$ 138 000.00 800 00 15 GRANULAR SHOULDER TYPEA _. _ _ _ TON $ -.20.00 . ,- 30 _ $_ ~ 18 SURFACING DRIVEWAY CLASS A CRUSHED STONE _ TON $ 20:00 17 _ GRANULAR BACKFILL _ TON $ 20.00_ ~ $ 35 00 TON ' $ 1880.00 83 - 3300 $ 88 000.00 12 705.00 383 $ . _ 18 REVETMENT CLASS E _ _ _ _ _ - ~ _, _ Portland Csment Concrete Paving 38 00 - --T 00 21200 $ 805 800 . 19 PAVEMENT STANDARD OR SLIP-FORM P C. CONCRETE CLASS C. 9 IN. _ ~ SY _ $ . 20 CURB AND GUTTER, POC,.2.5 FT __ _ LF $ ._ 3000 - 88 $ 1 980.00 _ SY $ 35.00 '. - -- 21 DRIVEWAY PCC BIN. 702 $ 24 570.00 22 _ _ ~ _ SIDEWALK PCC 4 IN. SY $ 30.00 _ 1258 $ 37 770.00 _ _ 23 :SIDEWALK PCC 81N. _ SY $ 32.00 4914 ~. $ 157248.00 24 (SIDEWALK PCC CURB RAMP W/TRUNCATED DOMES _ _ __ SY $. 40.00 _ 125 $ 5 000.00 H_ot Mix Asphak Paving _ TON - $ 85 00 - - - 355 $ 23 075.00 25 PAVEMENT HMA 8 IN. SY . 00 $ 32 228 $ 7232 00 28 'DRIVEWAY HMA 81N. _ _ _ . . Storm Sewer S stem _ 27 APRONS CONCRETE 18 IN. DIA. W/APRON GUARD EACH $ 1 400.00 _ 1 $ 1 400.00 28 APRONS CONCRETE 241N. DIA. W/APRON GUARD _ EACH $ 1 800.00 ~~ ~ 2 $ _3 200.00 29,APRONS CONCRETE 30 IN. DIA. W/APRON GUARD EACH . $ 1 800.00 1 ~ $ 1 800.00 30 'APRONS CONCRETE 381N.DIA. W/APRON GUARD EACH $ 2000.00 4 $ 8000.00 31 APRONS CONCRETE 42 IN. EO. ARCH PIPE (31 5/18 X 51 1/8 W/APRON GUARD ' EACH $ 2 500.00 2 $ 5000.00 32 SUBDRAIN LONGITUDINAL 4 IN. DIA. _ - LF _ $ 9.00 ~ 11882 $ _ 105 138.00 _ - 33 ISUBDRAIN OLEANOUT __ EACH $ 800.00 4 $ 2,400.00 34 'SUBDRAIN CMPOUTLET RF-19C 81N.DIA. _ DIA 35 'SUBDRAIN CMP OUTLET (RF-19E) 81N EACH EP,OH $ 120.00 $ 200.00 95 _ 2 $ 11400.00 $ 400.00 . _ . 38 INTAKE RA-40 EACH $ 2 500.00 27 $ 87 500.00 37 INTAKE RA-40 TOP AND THROAT ONLY - - _ EAQH '~ $_ 1 500.00 __ 2 $ 3 000.00 _ 38 'INTAKE RA-43 - _ _ _ ~ EACH ~ - $ 3 500.00 22 _ ' $ 77 000.00 39 +INTAKE RA-43 TOP AND THROAT ONLY ._ EACH $ 2 000.00 1 ; $ 2 000.00 40 ;INTAKE RA-81 _ 41 _ INTAKE, RA-83 ~ ,. _-_ _ 42 I TN AKE, RA-70 _ _ _ - _ _ _ 43 STORM SEWER UTILITY ACCESS RA 49 MODIFIED _ _ EACH EACH _ EACH EACH $ 2 500.00 _ $ 1 200.00 _ $ 4,500.00 $ _ 3 500.00 2 ~' ___ 2 1 2 $ 5,000 00 $ 2 400.00 $ 4 500.00 $ 7,000.00 ACCESS RA 50 48 IN. DIA. _ _ R UTILITY 44 .STORM SEWE EACH_ E $ 3 500.00 2 $ 7000 00 _ _ 45 STORM SEWER UTILITY ACCESS RA-50 80 IN. DIA. ~~ - _ ACH $ 5 000.00 2 _ $ 10000.00_ 48 SEWER PIPE, 2000D STORM 12 ItJ. DIA. LF S 38.00 293 $ 10548.00 47 _ SEWER PIPE 2000D STORM, 15 IN. DIA. __ - LF '._$ 42.00 _ 2884 $ 111 888.00 ' 48 ~ SEWER PIPE 2000D STORM 18 IN. DIA _ _ ~ LF $ _ 48.00 1238 _ $ 58 948.00 -- __ 49 SEWER PIPE 2000D STORM 24 IN DIA. _ _ __ 50 SEWER PIPE 2000D STORM 301N. DIA. _ ~_ ~ LF ___ LF -_ LF $ _ 80.00 $ _ 75.00 00 ~ $ 90 34 __ ,_ 770 _ 174 $ 2040.00 $ 57750.00 $ 16880 00 51 SEWER PIPE 2000D STORM 38 IN. DIA. 52 SEWER PIPE 2000D STORM 42 IN. EO. ARCH PIPE (31 5/18 X 51 1/8 DIA. LF $ : 145.00 _ 92 _ . $ 13,340.00 Reinforced Box Culverts (Slnpls 10' x 4" and Twin 12' x 6') ETE (RCB CULVERTS 53 'STRUCTURAL CONCR CY $ _ 400.00 _ 321.3 ~ ' $ 128 520.00 _ . 54 REINFORCING STEEL _ _ _ _ LBS $ 0.75 48942 $ - 35 208.50 55 ORNAMENTAL METAL RAILING _ LF $ 225.00 ' 170.4 $ 38 340.00 58 LIMESTONE VENEER, 4 INCH SPLIT FACE _ - SF $ 40.00 803.4 $ 24 138.00- Ssnkary Sewer System _ ._ _ - - ~~ ~ 57 UTILITY ACCESS SANITARY 48 IN. DIA. _ EACH $ _ 3 500.00 1 '~ $ 3 500.00 58 SEWER SANITARY (PVC TRUSS) 8 IN. DIA. _ LF _ $ _ 85.00 __ 8B $ 4 420.00 59 ADJUSTMENT OF FIXTURE SANITARY SEWER MANHOLE EACH $ 750.00 4 $ 3,000.00 Water Maine end Appurtenances _ _ _ _ 80 FIRE HYDRANT ASSEMBLIES _ _ - _ EACH $ _ 2 800.00 18 $ 44 800.00 81 'GATE VALVE AND VALVE BOX 8 IN. _ _ __ EACH $ 750.00 2 '~ $ 1 500.00_ 82 GATE VALVE AND VALVE BOX 12 IN. EACH $ 1 400.00 20 $ 28 000.00 83 WATER MAIN DUCTILE IRON 8 IN. _ _ _ ~ LF $ 40.00 800 $ 24 000.00 84 ~ WATER MAIN DUCTILE IRON 121N. _ LF ~ $ _, 55.00 _ 5270 $ 289 850.00 __ 85 WATER MAIN FITTINGS _ LBS _$ 5.50 2595 $ 14 272.50 88 12 IN X 8 IN DUCTILE IRON TAPPING SLEEVE W/ 8 IN. VALVE 87 12 IN X 12 IN DUCTILE IRON TAPPING SLEEVE W/ 12 IN. VALVE __ EACH EACH $ 3 000.00 $ 3 500.00 1 1 $ 3 000.00 $ 3 500.00 88 BORING AND STEEL CASING PIPE 241N. DIA. 0( 375 WALL THICKNESS) ~F $ 250.00 __ 100 $ 25,000.00 __ 89 ADJUSTMENT OF FIXTURE VALVE BOX ASSEMBLY __ _ _ EACH _ $ 350.00 8 $ 2 100.00 70 RELOCATE FIRE HYDRANT EACH $ 1 400._00 3 $_ 4 200.00 _ structlon Special Con _ _._ _ 71 iTEMPO ARARY ARARY CCESS ROAD - SY_ I $ _ 10.00 . _ 8200 _ 82 000.00 ~2 ~ MODULAR dLUC:K Kt I AI rvlrvti WALL S:\PROJ\080013J011PROJ\DesignlEstimetes\mt-roadway-Final(022007).zla ENGINEERING ALLIANCE, INC PREPARED BV SK3 4211 GLASS ROAD NE, SUITE B 2/182007 CEDAR RAPIDS, IOWA 52402 OPINION OF PROBABLE CONSTRUCTION COST CITY OF IOWA CITY LOWER WEST BRANCH ROAD IMPROVEMENTS FINAL PLANS 2120/2007 ITEM N0. ITEM UNIT UNIT PRICE ~~ QUANTITY TOTAL EACH ~ $ 200.00. i _ 27 - - $ 5 400.00 73 __ TREE PROTECTION __ _ __ _ __ _ _- - ~ STA $ 300.00 13.5 ~ .. 4,050.00 __ 74 ;-FENCE, SAFETY _ _ _ _ _ - STA _ T _ ~$ _ 350.0)0 _ 18.2 ..-$ 8,370.00_ - _. - 7.5 _ -TEMPORARY FIELD FENCE. _ ... -- - ~ LS $ 500.00 1 _ $ _ 500.00 ;RELOCATE GATE KEY OPENER _- _ - 78 - - ~ - Erosion Control - - - - - _ 77 1CONSTRUCTION EROSION CONTROL -- - - ~ - LS - - ~- LF ~ _ $ ~ $ 10 000.00 2.50 ~ 1 _ 10000- ~ ~ $ __$ 10 000.00 -- _.. 25,000_00 78 -,SILT FENCE _ _-_ - - -- tl t - - ~ -- - _ on ora Surface Rea - -- - -- _ 79. .SEEDING, FERTILIZING & MULCHING (URBAN MIX)- NG ACRE _- _- ACRE ~ _ ! $ 2 000.00 1500.00 11.18 11.18_ _$ _ $ 22 360.00 18770.00 -_ 80 ~STABILIZINGCROP-SEED, FERTILIZE&_MULCHI_ -___ - , - STA . $ 450 0~_ 37_0- I, _$ _ 18 8§0.00 81 FIELD FENCE, IOWA DOT TYPE 47 _ - - ~ - --- - CROSSING TYPE A NEL CHA __ - - -. _I __STA _ ~ $ -. -500.00 ^. 0.8_ ~$ _ 900.00 - - _... _ N 82 _ ~ENCE,_ __.. -- FACH i $ 400.0. 3.00. - $- _ 1 200.00 _W _,GATE,_FIELD FENCE 18 FT !FENCE, WOOD BOARD, REMOVE AND REINSTALL - - __ 84 . 1 STA _- -. _- - - _ $ -- ~ $ _ 1 000.00 0 800 0.20- 1 20 I $ $ _. - 200.00 980,00 - _ 85 _ .FENCE SPLIT RAIL, REMOVE AND REINSTALL-- -_ __ _.. -_ _- -- STA r STA ~ _ $ . 800.00 . 0.24 _ $ - . _ 192.00 __ 88 +FENCE, CHAIN LINK REMOVE AND REINSTALL- - -- - _` - EACH - ~ $ - 200.00 9.00 ~$ _ 1 800.00 87 RELOCATION_OF MAILBOXES _ Traffic Cont _ - ~ 25 132 50 PAINTED PAVEMENT MARKINGS, DURABLE -LPM 1200 88 STA STA ~$ _ $ ~ 250.00 00 350 0 10Q.53 533 _ $ $ . 1885.50 89 ;PAINT_EDPAVEMENTMARKINGS.DURABLE-LPM 1500_- LPM 1500 YMBOLS DURABLE PAINT D _ _-.. _ _ _ STA - ~ - $ ~ i . 300.0 . 8 f $ - 1 800.00 - E S 90 ' _. -- _ l SF $ 20.OOT 209.8 ~ $ 4 192.00 TYPEASIGNS SHEET ALUMINUM -. -.. -_ STEEL 92 LOSTS - . - -- - - _ _ - LF T _ I. $ _ _ - 12.00 852 1 ~$- $ 7 824.00 00 65000 _. , - --- 93 ;TRAFFIC CONTROL -_ - -. - LS - - -- - - -- _ $ 85 0 - . M_ o_bilizatlon _- -_ - - - - - - ~ - LS -~ $ ~ 180 000 0)0 1 _160 OOO.OQ MOBILIZATION 94 _ - - - ~ - - ~ _ _~ 0fflce Fie1d - - -- - - LS ~ -- _ ~$ _ 7 000.010 _ _ 1 _ -__S _ 7 000.00 9 -FIELD OFFICE _ - - - ~UBTOTAL ESTIMATED CONSTRUCTION COSTS - - - _ - ~ - ~ - - - - -}- $3438,064 - Opinion of Total Probable Costs I 53.438.064 - __ ;_ _ _ -- - - T_ ~ ~ _ ~- ~_ . _ Assumeions }t.) The unit prices are besetl upon awarded conned prices for 2004 and 2005. They do not include an Inflation factor ction of the north half of the Cily Square (Miller's Property) t h _ _ - _ -. _ -_ ru e cons ~2 J Eshmate tloes not. include quantities for t - _ _ 3.) _ C`/i S'.\PROJ\080013J01\PROJ\Design\Eatimateabat-roadway-Final(022007).xla ENGINEERING ALLIANCE, INC PREPARED BV SKS 4211 GLASS ROAD NE, SUI7E B 2/19/2007 CEDAR RAPIDS, IOWA 52402 March 20, 2007 ~ r _•. - ®~,~ .~®.~'~ CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX www.icgov.org Re: Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Addendum # 1 To Whom It May Concern: Enclosed please find Addendum #1 to the Plans, Specifications, and Form of Proposal for the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project. Sealed proposals must be received on the blue bid forms by the City Clerk no later than 10:00 a.m. on March 28, 2007. The City Council will act on the proposals at its regular 7:00 p.m. meeting on April 3, 2007. If you have any questions or require any additional information regarding the project, please contact me at (319) 356 - 5145. Sincerely, ave Panos Project Engineer .. . encl. _ _ ._~ ., -- . , '-' .. v~ ADDENDUM NO. 1 March 20, 2007 LOWER WEST BRANCH ROAD -SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT IOWA CITY, IOWA The information in this Addendum modifies, supplements, or replaces information contained in the Plans and/or Specifications, as applicable, and is hereby made a part of the Contract Documents. APPLICABLE TO THE SPECIFICATIONS 1. ADVERTISEMENT FOR BIDS -Page AF-2 Replace "23,107 CY of excavation" with: " 37, 027 CY of excavation, class 10 roadway and borrow" Replace "Completion Date: March 31, 2008" with: "Completion Date: April 30, 2008" 2. FORM OF PROPOSAL -Page FP-3 Modify the following bid items, units and estimated quantities: 8. Excavation, Class 10 Roadway and Borrow C.Y. 37,027 BIDDERS MUST USE THE NEW BID FORM (BLUE) THAT IS ATTACHED TO THIS ADDENDUM WHEN SUBMITTING A BID. `'- , .: ~_ , - ~ _'_ . ... ~-. , r...,. - . C.' ; Addendum No. 1 March 20, 2007 Page 1 of 2 3. SECTION 01310 PROGRESS AND SCHEDULES -Page 01310 - 1 Modify section 3.02.A.1 Progress of Work: 1. Work will be completed and ready for final payment within 275 Calendar Days, in accordance with the General Conditions. Modify section 3.02.8.1 Progress of Work: Milestone 3: Final Seeding April 30, 2008 APPLICABLE TO THE PLANS 4. QUANTITIES & REFERENCE INFORMATION -Sheet C.01 Modify the following bid items, units and estimated quantities to the table: 8. Excavation, Class 10 Roadway and Borrow C.Y. 37,027 5. ESTIMATED PROJECT QUANTITIES -Sheet C.15 '--:' Modify the unit of length as shown on the following tables on sheet C.15: - ;,.~, TABULATION OF FENCE REMOVAL ._-_ TABULATION OF CONSTRUCTION SAFETY FENCES -~ - , .,-- TABULATION OF FENCE y ~ ,~~_ :~; from "Ft." and "Lin. Ft." to "Sta." 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. SIGNED: DATE: ~ _ z.c~ -c~ Dave Panos, P.E. Civil Engineer Iowa Reg. No. 155792 My license renewal date is December 31, 2008 Addendum No. 1 March 20, 2007 Page 2 of 2 ADDENDUM #1 FORM OF PROPOSAL LOWER WEST BRANCH ROAD SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT NOTICE TO BIDDERS: PLEASE DO NOT USE THE BID FORM INCLUDED 1N THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL FORM ARE INCLUDED WITH THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City -Civic Center 410 East Washington Street Iowa City, Iowa 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 1 , and ,and to do all work at the prices. 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. . __. ., , FORM OF PROPOSAL ADDENDUM #1 J-.' ~LJ l FP -1 ADDENDUM #1 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE DEMOLIT ION AND REMOVALS - -- - 1 CLEARING AND GRUBBING ACRE 2___ $_.. _______.____ $_-_ -__- -_ _. 2 REMOVALS AS PER PLAN ---- - -- -~S -- -- ? _ -- $ - - -- - - $ -- _ -- 3 PAVEMENT REMOVAL SY 340 $___ _ - ___ __- $ __ _ -._ _ _ __ _ _ _ 4 SIDEWALK/DRIVEWAY REMOVAL -- - SY - 525 _ ------ $ _ 5 WATER MAIN REMOVAL LF 320 ____ $_ _____ __ _ __ $ 6 STORM SEWER AND PIPE CULVERT REMOVAL __ LF 728 , $ - __-- ---- $ ---_ __ ---_-_ __ . -- 7 FENCE REMOVAL STA 73 2 $ _ - $ _ EXCAVA TION AND GRADING - - - - - 8 EXCAVATION CLASS 10, ROADWAY AND BORROW CY__ 37,027_ -__ $ _ _ _-_ --____-___ $ __ _- -- 9 EXCAVATION, CLASS 10, UNSUITABLE OR UNSTABLE_MATERIAL - ____ _ CY 5,000 __ $ _ _ __- __ $ _ _- 10 --- - EXCAVATION, CLASS 20 CV .1,700 _$- _ ____ _. _--__ -_ _ $-__.___ _ 11 TOPSOIL, STRIP, SALVAGE 8 RESPREAD ____ -___ ___ __ _CY _ __ _ 8,404____-- $_--- __ __.._ $ --_-._ . __ -- __ __ 12 TOPSOIL, FURNISH AND SPREAD. CY 679 $ ___ __ ____ $ _ _ 13 EARTH SHOULDER FINISHING STA- 121_ __ _$ $ ___ ___. GRANULAR MATERIAL - 14 MODIFIED SUBBASE CY 4,600 $ - __ $ - 15 GRANULAR SHOULDER, TYPE A - - - - - TON. _- 30 $ - _ 16 SURFACING, DRIVEWAY,CLASSACRUSHEDSTONE _ ___ ___ -- - __ TON_,_ ____,-_83 _ - $_ _ __ _____ ___ $ _-.._ _.__--_. _- GRANULAR BACKFILL 17 - - --- - - TON. _ _ 679 _ $ _ _-____ __ _ 18 REVETMENT, CLASS E TON 363 __ $ ---- . ---- $ -_____ -------. ___.. PORTLAND CEMENT CONCRETE PAVING 19 PAVEMENT, STANDARD OR SLIP-FORM P C_CONCRETE CLASS C, 91N_ ---- - - __.SY_- _ _21,200 _ __ $ ____-- $_-___ - 20 CURB AND GUTTER, PCC, 2.5 FT LF 66 $ ___ ____ $ ___ _ 21 DRIVEWAY, PCC,61N. SY 702 _ $__ __ $______ 22 SIDEWALK, PCC, 4 1N. SY 1,259 $_ $ _ _ 23 SIDEWALK, PCC,61N. SY 4,914 _$_ __ __ - $- - - 24 SIDEWALK, PCC CURB RAMP W/TRUNCATED DOMES. _ _- _ ____ _ _ - SY 125 _ $ _ _ $ __-_ -__ _ -_ _ HOT MIX ASPHALT PAVING _ - - 25 PAVEMENT, HMA, 6 IN. TON 355 $ ___ _. __ _. $ r _ 26 DRIVEWAY, HMA, 61N. SY, 226 $__ _ __ _ ___ $ ~_ .,~ STORM SEWER SYSTEM 27 APRONS, CONCRETE, 181N DIA., W/APRON GUARD __ _ ___ _____ ..EACH - -_ - 1_ __ .$ _____ _ _ _ __ $ ___ __ _ ___-_ 28 _-- -_ APRONS, CONCRETE, 24 IN DIA., W/APRON GUARD. __ _ _ _ ,_ EACH- _ 2 ___ $ 29 - APRONS, CONCRETE, 301N. DIA., W/APRON GUARD. _ -_. -_ _ -_ - -.. _ EACH- __ 1 __ $_ __-__ __ -__, _ $ _ ' r _;_ - - 30 APRONS, CONCRETE, 36 IN. DIA., W/APRON G_ UARD _ __ __ EACH - - _- 4_ $ $ - ----- 31 - - APRONS, CONCRETE, 421N. EO. ARCH PIPE X5/16 X 51 1/BZ W/APRON GU -EACH- _ 2 $ -_ ___ _ $___~'__ ____`` ~_ ___ . -- - 32 . SUBDRAIN, LONGITUDINAL, 4 IN. DIA. LF 11,682 $ ____ - _$ _ __ _ __ _-_ 33 SUBDRAIN CLEANOUT - - - EACH 4 $ -__ _- -_____ $_ __ - - 34 SUBDRAIN,CMPOUTLETiRF-19~6IN DIA._- _ __ - _ ___ _._EACH __ 95 __ _ $ _____ $_ 35 -- SUBDRAIN, CMP OUTLET~RF-19E1,6 1N DIA. - -- -- EACH 2 $- __ -_ __ $__ _ _ 36 INTAKE, RA-40 _. __ _- EACH _ -_._- __ _ 27 -- $ - - - -_ - -- - --- - __ 37 INTAKE, RA-40, TOP AND THROAT ONLY EACH 2 _ $_ -__ $ _ 38 INTAKE, RA-43 EACH 22 $ $ FORM OF PROPOSAL ADDENDUM #1 FP - 2 ADDENDUM #1 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE 39 INTAKE, RA-43, T_OP AN_D THROAT ONLY _ _ EACH _1,._ _$_____ _ _ _ - _ $ - ______ __ _.__- _ _ _ __ 40 INTAKE, RA-61 EACH 2 _ $_ _____ $ __ 41 _. ____ __ _ __ _ INTAKE, RA-63 EACH _ 2 $ $ __ _ 42 _ INTAKE, RA-70 EACH ---~-- $- - $ - - --- 43 STORM SEWER UTILITY ACCESS, RA-49 MODIFIED _ ____ - __ -____ _EACH 2 __ $ _ __. _ ___ _ $ _ 44 STORM SEWER UTILITY ACCESS, RA-50, 48 INDIA _______ __ EACH _ 2 ____ $ __ _.__ _______ $ - --- . - -- -- - - 45 STORM SEWER UTILITY ACCESS, RA-50 601N. DIA ___ ___ ___ EACH_ __ __. 2 _- $_-_ _.____ $ ___ _ _ _ _ ___- 46 SEWER PIPE, 2000D STORM, 12 IN. DIA. _ _ __ __,_-_ - - -- LF __ _ 293 ----~-- $ --- - ___- $_.-. _. _.__..._ _.. 47 - SEWER PIPE, 2000D STORM, 15IN. DIA____ __-_ ___ --__ _ LF __ __ ___2,664_ __ $_________ ___ $ ______ _ _ 48 - SEWER PIPE, 2000D STORM, 181N. DIA __ ___ _ __ - --- - ---- -_ LF__ 1,238- $ $ __ ____ 49 --- SEWER PIPE, 2000D STORM, 24 1N. DIA,-- _-_ _ - -_ -- _ _ _ LF _ - _ _ 34._ __-- $ - _ _ __- - _-- - $ _-- _ _ __ 50 SEWER PIPE, 2000D STORM, 301N. DIA. -- LF 770 __ $_ ,__ - _ $ __ __. -- 51 - SEWER PIPE, 2000D STORM, 361N. DIA. LF 174 $_ $ _ 52 SEWER PIPE, 2000D STORM, 42 IN. EQ_ARCH PIPE ~1 5/16 X 51 1/8) DIA __ _ _ _ _LF _ _ ___ 92. _. _ $. _ _._ -._ $ __.. __ __-__ _- REINFO RCED CONCRETE BOX CULVERT STRUCTURES - - 53 STRUCTURAL CONCRETE (RCB CULVERT~_ _ _ -__ _, ____ ___CY __ _ 321.3. _ $ __ _ _ -$_-_ 54 REINFORCING STEEL -- -- - LBS 46,942 $ - ___, _____ $ - -- 55 ORNAMENTAL METAL RAILING LF 170.4 $-_ ___ -_ _ _ $ _ 56 LIMESTONE VENEER, 4 IN SPLIT FACE SF 603.4 $ __ $ SANITARY SEWER SYSTEM - -- - -- -- 57 UTILITY ACCESS, SANITARY, 481N. DIA. - -___-_ __,_ __ _ -- --- ___,EACH . ___ _ __ 1__ _____ $_ -_ ____ _ _ -.__ $ _. _____ -_.-- - -- 58 _ SEWER, SANITARY, (PVC TRUSS),_B INDIA. ____ __ LF_ _ ___ _ _68- _ _$_ _ _-_ _-_ $ _ _ _ 59 ADJUSTMENT OF FIXTURE, SANITARY SEWER MANHOLE _ __ _ __EACH_ - _ __ 4 __ __ $__ _ ____ _ ______ $----_ WATER MAIN AND APPURTANANCES - 60 FIRE HYDRANT ASSEMBLIES EACH 16 $ ___ . _ $ - ___ 61 GATE VALVE AND VALVE BOX, 6 IN. EACH 2 $-. ____-.. - _. ~ __ _..._. 62 GATE VALVE AND VALVE BOX, 12 IN. --- -- - - - EACH __- ---?~ $._ _. -- -- ,_->- $ ~.- - _ --- 63 WATER MAIN, DUCTILE IRON 61N. LF _600 $- _ - ~ ~___-. 64 WATER MAIN, DUCTILE IRON 12_IN. _ _ _- _ -- - - LF - 5,270 $.__ __- ___ _ _.__ $ _ _ -, __ ,_~-__ -- 65 __ WATER MAIN FITTINGS - - -- - - LBS- 2,595 $ _ _ $ _ _ _ - 66 12 IN X 6 1N DUCTILE IRON TAPPING SLEEVE W/ 6 1N VALVE - _EACH 1 $___ __ _ $ - , -_-_ _ 67 121N X 121N DUCTILE IRON TAPPING SLEEVE W/ 121N.,VALVE____-_ _ _ __EACH - _ _ 1- -- - ___ _$_ - -__ ____ . $ - __ - ' 68 BORING AND STEEL CASING PIPE,-24 IN DIA~375 WALL THICKNESS) -- ----- - LF_ 100 _ _ $._ _ ___ $ ~ '`_ _ - 69 ADJUSTMENT OF FIXTURE, VALVE BOX ASSEMBLY _ _ _ _ _ _EACH _ _ 6 _ __ $_ ___ _ _____ ~.=' __.. ~ ~`~' ~ Y 70 RELOCATE FIRE HYDRANT EACH 3 $_ - SPECIAL CONSTRUCTION 71 TEMPORARY ACCESS ROAD SY 7,000 $_ ______ _ ___ $_ 72 MODULAR BLOCK RETAINING WALL SF 1,188 $ _______ _ $ _ __ 73 TREE PROTECTION EACH 27 $_ ________ ,_ __ $ 74 FENCE, SAFETY STA 13._5. $ _ _ __ - __ _- $ - -_ 75 TEMPORARY FIELD FENCE STA 18.2 $ _ ___ __ _ ____.__ $ __ _- _- 76 RELOCATE GATE KEY OPENER LS 1 _ _ _ $ _ __ _ ___ $ - EROSION CONTROL 77 CONSTRUCTION EROSION CONTROL LS 1 $ $ FORM OF PROPOSAL ADDENDUM #1 FP - 3 ADDENDUM #1 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE 76 SILT FENCE LF 10,000 $_ _ ___ _ _ _ _ _ __ $ _ __ SURFACE RESTORATION ---- 79 _ SEEDING, FERTILIZING & MULCHING URBAN MIX _ __.. _ __, _ ACRE„ 1L18 _ _ .$___ _ $ __ __..____ __ 80 __ STABILIZING CROP -SEED, FERTILIZE & MULCHING _ . ___ __ ACRE _ _.._.11.1 B_ $ _._ $ - _ 81 FIELD FENCE, IOWA DOT TYPE 47 __ __ ____ ___, ___ __-STA_ _ ___ 37_0____ _$ ____ ____ $ _ 62 FENCE, CHANNEL CROSSING, TYPE A._ __________ ___.._ STA 0.6 $ --- 83 GATE, FIELD FENCE, 16 FT EACH - 3--~ --- -- --- $.. --------- ~ - -- 84 -- FENCE, WOOD BOARD, REMOVE AND_REINSTALL _ _______ - STA _ _ 0.2 _ $_ -__ $ __. 85 FENCE, SPLIT RAIL, REMOVE AND REINSTALL__ _ __ ___ -- -- _STA _ 1.2.___ $ __ _ _ __ _ $ __ ____ --- 86 FENCE, CHAIN LINK, REMOVE AND REINSTALL _ _____ -.____ ----- STA_ _ _ 0.24 _ _ $ ____ $ - -- 87 RELOCATION OF MAILBOXES EACH 9 ___ $_ ___ $ TRAFFIC CONTROL -_ ____ _ 88 __ PAINTED PAVEMENT MARKINGS, DURABLE-LPM 1200 __ __ ___ STA_ ,.100.53 _ __. $ _ _ _,____ $ _ _.. 89 PAINTED PAVEMENT MARKINGS, DURABLE -LPM 1500 _ _ - -- - -_ STA 5.33 90 PAINTED SYMBOLS, DURABLE-LPM 1500 ___ _.______.-_ -_ STA _ 6 _ _ _$ ___ -.____ _$_-. __. ____ _. _. _. ___ 91 TYPE A SIGNS, SHEET ALUMINUM SF 209.6 _ _ $ 92 POSTS, STEEL LF 652 $ ___ __________ .$__.__ 93 TRAFFIC CONTROL - LS-- _ -- ~ _ -- $ _ _ _ _- --- - - ___ _ _ MOBILIZATION --- - -- 94 IMobilizabon _ __ _ . _ LS 1 $ __ ___.... $ ___ FIELD OFFICE 95 FIELD OFFICE LS 1 $_ _ ______ _ __ _ $ __-_ TOTAL BASE BID OF ITEMS: $ FORM OF PROPOSAL ADDENDUM #1 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, area as follows: NOTE: All subcontractors are subject to approval by City. The Owner reserves the right to accept or reject the Bid. The Owner intends to award a single contract which it deems to be in the best interests of the City. All Bidders shall submit a detailed "Schedule of Values" as described in the Instructions to Bidders. 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: By: (Printed Name) _ :.:- (Title) _.. (Business Address) - r, ~_> .; (Bidders Phone Number(s) (Bidders FAX Number(s)) (Bidders Federal Tax I.D. Number) FORM OF PROPOSAL ADDENDUM #1 FP -5 Specification No: Specification For LOWER WEST BRANCH ROAD SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT Iowa City, Iowa i~ ~r --- . , -, _,~ ~. ~_ CITY C?F IOWA CITY . - ,- ~ .~` ;.? - - _~. _~.; -- ,_> f; , ,_ f., ~? C>> City of Iowa City Engineering Division -Civic Center 410 East Washington Street Iowa City, Iowa 52240 Phone: 319-356-5140 Fax: 319-356-5007 Contract Documents Prepared By: Engineering Alliance, Inc. 4211 Glass Road NE, Suite B ~ Cedar Rapids, Iowa 52402 SPECIFICATIONS FOR LOWER WEST BRANCH ROAD SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT IOWA CITY, IOWA ENGINEERING ALLIANCE, INC. 4211 GLASS ROAD NE, SUITE B CEDAR RAPIDS, IA 52402 ~1 ~t Y' ttUHt;NNb/~~~ ` I hereby certify that this engineering document was prepared by me or under my ~ pEESSIp/y ` at I am a duly licensed Professional Engineer n l ,~ Fy~~i ````\~~o ~ ot lowa ofthe Stat under the aws w \ Z~'~' ••C2 ~ ~ -~-sc~ Date: Z ~ 9 0 _ ~ ? SCOTT K. ': ~ ~ _ _ =~; BONERS =~_ License No. 17141 y t 17141 ~ 1 My renewal date is 12/3112007 ~~~~~''•.••• ~,.•' ~`~~ Pages or sheets covered by this seal: .•. •~ ~``` ,,'~~ All Pages tt~~ p /~/ ~ W tlt //l~ ~ ~ t ~. _,_ -: ... _ ,~,~ _~__ `: n,_) C«3 TABLE OF CONTENTS LOWER WEST BRANCH ROAD SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT IOWA CITY, IOWA Title Page -- ' Lj ~`: . Certifications =='- ~":~ - 1-° _ _.._ Table of Contents `~ _ ~, . ~~:-: __ ~.: BIDDING REQUIREMENTS, CONTRACT FORMS - - ~. ,_; -~ _-- ,., Advertisement for Bids ................................................................................................ .~ ::-:AF-1 Note to Bidders .........................................................................................................................c,'~IB-1 Form of Proposal ........................................................................................................................ FP-1 Bid Bond .....................................................................................................................................BB-1 Form of Agreement .................................................................................................................... AG-1 Performance and Payment Bond ................................................................................................PB-1 Storm Water Discharge Associated with Industrial Activity for Construction Activities ..............SW-1 CONDITIONS OF THE CONTRACT Contract Compliance (Anti-Discrimination Requirements) ......................................................... CC-1 General Conditions ................................................................................................................... GC-1 Supplementary Conditions ......................................................................................................... SC-1 Restriction on Non-Resident Bidding on Non-Federal-Aid Projects .............................................. R-1 SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS Section 01010 Summary of the Work .......................................................... 01010-1 Section 01025 Measurement and Payment ................................................ 01025-1 Section 01090 Reference Standards .......................................................... 01090-1 Section 01310 Progress and Schedules ..................................................... 01310-1 Section 01570 Traffic Control and Construction Facilities ........................... 01570-1 DIVISION 2 -SITE WORK Section 02050 Demolitions, Removals and Abandonments ....................... 02050-1 Section 02100 Site Preparation ................................................................... 02100-1 Section 02220 Earth Excavation, Backfill, Fill and Grading ......................... 02220-1 Section 02270 Slope Protection and Erosion Control ................................. 02270-1 Section 02276 Special Retaining Wall ........................................................ 02276-1 Section 02510 Asphalt Cement Concrete Paving ... Section 02520 Portland Cement Concrete Paving .. Section 02524 Curb Ramps .................................... Section 02661 Water Distribution ............................ Section 02700 Sewers ............................................ Section 02900 Landscaping ................................... Section 04460 Limestone Veneer .......................... ................. .................................... .................................... .................................... .................................... .................................... .................................... 02510-1 02520-1 02524-1 02661-1 02700-1 02900-1 04460-1 ADVERTISEMENT FOR BIDS Lower West Branch Road Scott Boulevard to Taft Avenue Improvements Proiect Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10:00 A.M. on the 28th day of March, 2007, and shall be received in the City Clerk's office no later than said date and time. Sealed proposals will be opened immediately thereafter by the City Engineer. Bids submitted by fax machine shall not be deemed a 'sealed bid' for purposes of this Project. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat at 7:00 P.M. on the 3rd day ~=j ~~-'~ of April, 2007, or at such later time and place -_ ~~~, r'~, .. F_a, as may then be scheduled. =- ~ - The Project will involve the following: - Reconstruct Lower West Branch Road from - ~_ - ; ',, _ ....,. Scott Boulevard to Taft Avenue including all _ ~ _ - materials, labor and equipment necessary for --'- ~= ' ' the project. Approximate project quantities ~-= ~ .- ` ` include: 23,107 CY of excavation and --- ~, embankment, 21,200 SY of 9" PCC street '`' -~ pavement, 1,259 SY of 4" and 4,914 SY of 6" PCC sidewalk pavement, 5,270 LF of 12" water main, 11,682 LF of subdrain, 5,265 LF of storm sewer, 63 storm sewer structures, 2 RCB culvert structures with decorative headwalls and railing, pavement markings, erosion control, seeding, traffic control and miscellaneous related work. All work is to be done in strict compliance with the plans and specifications prepared by Engineering Alliance, Inc. of Cedar Rapids, 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 and post bond satisfactory to the City insuring the faithful performance of the contract and maintenance 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 until a contract is awarded, ADVERTISEMENT FOR BIDS AF-1 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 be issued by a responsible surety approved by the City Council, and shall guarantee the prompt payment of all materials and labor and also protect and save harmless the City from all claims and r ~' damages of any kind caused directly or ~j `~,', indirectly by the operation of the contract, and ~ ~~: ~'- , -~ , .~, shall also guarantee the maintenance of the '~= "-_' ~~--' _` - improvement for a period of five (5) year(s) .- - c ~_ from and after its completion and formal ; ~_" `~, acceptance by the City. ;,~ _. .1 The following limitations shall apply to this Project: :~= ~~ ' `- Specified Start Date: April 23rd 2007 ~; ~ Completion Date: March 31st, 2008 Liquidated Damages: $800.00 per day 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 the City Engineer of Iowa City 410 East Washington Street, Iowa City, Iowa 52240, by bona fide bidders. A $100.00 non-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: Treasurer of the City of Iowa City, Iowa. 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 Economic Development at (515) 242-4721 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 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 will be given to products 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 preference law applies to this Project. ADVERTISEMENT FOR BIDS AF-2 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 ~- -s, ~:-~ _ _ ~, _- 4' :.1 ~ ., 4~ -y ADVERTISEMENT FOR BIDS AF-3 NOTE TO BIDDERS 2 3. The successful bidder and all subcontractors are required to submit at least 4 days priorto 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 C~ `° Form of Proposal ;~ ~=`~ ~=.;? _ ' '_ 'L1.. __ ~, ~! 1 a_~ 1 !~ ~ ~ ~- .. rr /, • Ln ~~ h 1 NOTE TO BIDDERS NB - 1 FORM OF PROPOSAL LOWER WEST BRANCH ROAD SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT NOTICE TO BIDDERS: PLEASE DO NOT USE THE BID FORM INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL FORM ARE INCLUDED WITH THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City -Civic Center 410 East Washington Street Iowa City, Iowa 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. 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. FORM OF PROPOSAL FORM OF PROPOSAL LOWER WEST BRANCH ROAD SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT NOTICE TO BIDDERS: PLEASE DO NOT USE'~~ SPECIFICATIONS. SEP'~A WITH THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City -Civic Center 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits her wit id security in the amount of $ in accordance with the terms set forth in the " ject Specifications." The undersigned bidder, having e m ed and determined the scope of the Contract Documents, hereby proposes to provide th requi ed labor, services, materials and equipment and to perform the Project as described in th Contrac Documents, including Addenda , and ,and to do all work at the pr' es. ~ We further propose to do al "Extra Work" contemplated, at unit prices or lum sums to be ag f E l f~i c-~ - r.~ ,,_ ,_ ~, ;__ ~~ J ~- HE BID FORM INCLUDED IN THE BOUI~ VOLUME OF THE RATE COPIES OF THIS PROPOSAL RM ARE INCLUDED ch may be required to complete the work ~ upon in writing prior to starting such work. FORIVf OF PROPOSAL FP -1 SCHEDULE OF PRICES ITEM DESCRIPTION UNIT TOTAL UNIT COST EXTENDED PRICE DEMOLITION AND REMOVALS - 1 _.- _ __ __ _ CLEARING AND GRUBBING ACRE _ 2 $ __ $ 2 3 _ REMOVALS AS PER PLAN _ _ PAVEMENT REMOVAL _ LS SY __ _ 1 _ 340 $ $ _ _ $ $ ._ 4 SIDEWALKIDRIVEWAY REMOVAL SY __525 $ 5 6 - - -- WATER MAIN REMOVAL _ STORM SEWER AND PIPE CULVERT REMOVAL - LF LF _ _ 320_ .728 $ _ __ $ _ $ _ _ $ 7 FENCE REMOVAL STA 73 2 $ $ EXCAVATION AND GRADING 8 9 EXCAVATION CLASS 10, ROADWAY AND BORROW _ EXCAVATION CLASS 10 UNSUITABLE OR UNSTABLE MATERIAL CY CY _ _ 23,107 5 000 _ $ __ $ __ $ _ $ 10 EXCAVATION CLASS 20 _ CY, _1 700 $ _. $ _ 11 12 TOPSOIL, STRIP,_SALVAGE & RESPREAD __ _ TOPSOIL FURNISH AND SPREAD CY CY _8404 679 $ __ $ _ _ $ _ $ _ . _ _ _ 13 _- _ EARTH SHOULDER FINISHING _ _ STA __ 121- $ $ _ GRANULAR MATERIAL - - - ~-" - - ~ --- _ 14 - MODIFIED SUBBASE CY 4 600 -~. r $ ~~ "- - _- $ 15 - -_ GRANULAR SHOULDER TYPE A _ _ _ TON 30 -' -- $ ,-. -. -" $ 16 _ SURFACING DRIVEWAY CLASS A CRUSHED STONE ___ TON __83 $ __ ~ $ -` -.. ___- 17 GRANULAR BACKFILL _ TON 679 $ $ _ _ 18 - REVETMENT, CLASS E __ _ _ ___ _ TON _ 363 _ , $_ __- \ - _ _ _ $ ~ _ _ 1~3 _ __ _ PORTLAND CEMENT CONCRETE PAVING '~ _ ~~ 19 ___ _ PAVEMENT STANDARD OR SLIP-FORM P.C. CONCRETE CLASS C_9 IN. SY __ 21 200 __ $ __ $ _ 20 _ CURB AND GUTTER PCC 2.5 FT LF __ 66 ___ $ _ $ _ _ 21 _ DRIVEWAY PCC 61N. SY 702 $ __ $ -- 22 -- - SIDEWALK, PCC 4 1N. _ _ __ SY 1,259 $ $ _. 23 _ SIDEWALK PCC 6 IN. SY _ 4 914 $ __ $ __ _. __ 24 - _ SIDEWALK PCC CURB RAMP W/ TRUNCATED DOMES SY 125 $ $ _ _ HOT MIX ASPHALT PAVING - 25 PAVEMENT, HMA, 6 IN. _ _ TON 355 $ _ $ 26 DRIVEWAY HMA, 6 IN. SY 226 $ _ $ _ STORM SEWER SYSTEM - __ _ __ -- 27 APRONS CONCRETE 18 IN. DIA. W/APRON GUARD __ EACH 1 $ _ $ 28 W/APRON GUARD APRONS, CONCRETE 24 IN. DIA., EACH _2 $ $ 29 _ APRONS CONCRETE 30 IN. DIA., W/APRON GUARD EACH _, 1 $ _ $ __ 30 APRONS CONCRETE 36 IN. DIA. W/APRON GUARD _ EACH _ 4 $ _. $ __ 31 APRONS, CONCRETE, 42 IN. EO. ARCH PIPE (31 5/16 X 51 1/8), W/APRON GUA EACH 2 _ $ _ _ $ 32 SUBDRAIN LONGITUDINAL 4 IN. DIA. LF 11,682 $ $ _ _ 33 SUBDRAIN CLEANOUT EACH _ 4 _$ $ 34 SUBDRAIN CMP OUTLET (RF_19C 6), IN. DIA._ _ EACH _ 95 _ $ $ _.._ __ __ 35 SUBDRAIN, CMP OUTLET RF-19E 6 IN. DIA. __ EACH _ 2 $ _. $ 36 INTAKE RA-40 ___ EACH 27 $_ $ _ _. 37_ INTAKE,.RA-40 TOP AND THROAT ONLY __ EACH _ 2 $ $ 38 INTAKE, RA-43 EACH 22 $ $ __ _ FORM OF PROPOSAL FP - 2 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE LIT DEMO TON AND REMOVALS - -- - - -- - -- _ _ _ _ 1 _ CLEARING AND GR BBING - - _ - _ _ ACRE - 2 - $ _ $ 2 REMOVALS AS PER N LS _1 $ _ $ PAVEMENT REMOVAL SY 340 $ _ _ $ _ _ 3 - -- - - _ SIDEWALK/DRIVEWAY R MOVAL SY 525 $ $ 4 _ -- _ - _ WATER MAIN REMOVAL LF 320 $ $ ___ - 5 _ __ - - . STORM SEWER AND PIPE C LVERT REMOVAL LF 728 $ $ ;' 6 - - - - > _ 7 FENCE REMOVAL STA 73.2_ _$ _ $ _- -- EXCAVAT ION AND GRADING - 8 EXCAVATION CLASS 10 ROADWAY D BORROW _ _ CY_ __ 23 107 $ $ _ _ _-_ 9 EXCAVATION, CLASS 10 UNSUITABLE R UNSTABLE MATERIAL _ CY 5 000 $ $ 10 EXCAVATION CLASS 20 _ CY 1,700 _ $ _ $ 11 TOPSOIL STRIP, SALVAGE & RESPREAD __ -_ _ CY _ 8404 $ $ 12_ TOPSOIL FURNISH AND SPREAD _ CY _ 679 _ $_ --- _ ~ $ 13 EARTH SHOULDER FINISHING STA _. 121 _ - $ `"' i°" GRANUL AR MATERIAL _ _ - '~` - ~ ~ - - 14 MODIFIED SUBBASE - - - CY 4 00 $ -~ ~ $ ~'~ ~~ __- 1 15 - GRANULAR SHOULDER, TYPE A - TON 30 $ -^~ i _. $ °' ° ~ .. 16 . 17 SURFACING, DRIVEWAY CLASS_A CRUSHED STONE GRANULAR BACKFILL _ TON TO 83. 3 300 _ _ $ '~ ~ - = $ -~' __ _ ~ _ $ ."` ' _ $ '" ~~ 18 REVETMENT CLASS E N _ 363 $ $ PORTLAND CEMENT CONCRETE PAVING _ _ 19 PAVEMENT, STANDARD OR SLIP-FORM P.C. CONCRETE CLASS 9 IN SY _ 21 200 _ $ $ _ _ 20 CURB AND GUTTER PCC 2.5 FT _ __ LF _ 66 _ $ _ $ 21 - -- -- DRIVEWAY PCC 61N. SY 702 $ $ 22 SIDEWALK PCC 41N. - SY 1,259 $ _ $ _ 23 SIDEWALK, PCC 6 1N. SY _ 4 914 _ $ __ $ 24 _ SIDEWALK PCC CURB RAMP W/ TRUNCATED DOME _ SY _ 125 $ _ $ -- HOT MIX ASPHALT PAVING 25 PAVEMENT, HMA, 6 IN. _ TON 355 $ $ 26 DRIVEWAY HMA 61N. SY __ 226 $ $ ~- ,'` _ _ STORM SEWER SYSTEM - - 27 _ APRONS CONCRETE, 18 IN. DIAf/W/APRON GUARD _ EA H _ 1 $ _ $ 28 APRONS CONCRETE 24 IN. I~A. W/APRON GUARD _ EAC 2 _ $ $ _. _ 29 APRONS, CONCRETE 30 I rDIA. W/APRON GUARD _- _ EACH 1 $ _ $ 30 APRONS CONCRETE 3 'IN. DIA. W/APRON GUARD EACH 4 $ $ _ 31 APRONS, CONCRETE;~42 IN. EO. ARCH PIPE (31 5/16 X 51 1/8), W/APRON GUA EACH 2 $ $ _. 32 SUBDRAIN LONGITUDINAL 4 IN. DIA. LF _ .~11 682 $ $ _ __ 33 - SUBDRAIN CLEIyNOUT __ -~ - _ EACH ` 4 $ $ _ _ 34 _ SUBDRAIN CIAP OUTLET (RF_19C) 6 IN• DIA. _ EACH 95 $ $ 35 { ''~} CMP OUTLET R( F-19E) 6 IN. DIA. _ __ SUBDR A _ EACH 2_ $ _ $ _ 36 ~ / INTAKES RA-40 _. _. EACH 27 $ _ _ $ _ 37 INTAKE RA-40 TOP AND THROAT ONLY . _ _ EACH 2 $ _. $ _ _.__ ._ 38 INTAKE, RA-43 EACH_ 22 $ _ $ _ -_ FORM OF PROPOSAL FP - 2 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE 39 I NTAKE RA-43 TOP AND THROAT ONLY - _ - ___ EACH _ 1 _ $_ $ _ 40 I NTAKE RA-61 _ __ EACH ? _ $ - - - $ EACH 2 $ $ __ __ __ 41 I NTAKE RA-63 _ _ - 42 INTAKE RA-70 - -- -- EACH 1 $ $ _ RM SEWER UTILITY ACCESS RA-49 MODIFIED EACH 2 $ __ $ _ __ 43 - STO _ 44 STORM SEWER UTILITY ACCESS RA-50 48 IN. DIA. __ _ _ __ EACH 2 $ _ __ $ 45 STORM SEWER UTILITY ACCESS RA-50, 60 IN. DIA. _ EACH 2 $ _ _ _$ _ _ - 46 SEWER PIPE, 2000D STORM 12 IN. DIA. LF 293 $ ___ $ - 47 SEWER PIPE 2000D STORM _15 IN. DIA. LF 2 664 $ _ $ _ 48 SEWER PIPE, 2000D STORM 18 IN. DIA. _ LF 1 238 $ __ $ _ 49 SEWER PIPE 2000D STORMM 24_IN. DIA, LF _ 34 - $_ _ $ _ 50 SEWER PIPE 2000D STORM, 30 IN._DIA. LF 770__ $ _ $ __ DIA 2000D STORM 36 IN PIPE SEWER LF 174 _ $ _ _ $ 51 . __ _ _ _ . ,_ _ _ _ 52 SEWER PIPE, 2000D STORM, 42 IN. EO. ARCH PIPE_ 3( 1 5/16 X 51 1/8) DIA. LF 92 $ _ _. $ _ REINFOR CED CONCRETE BOX CULVERT STRUCTURES _ -- 53 STRUCTURAL CONCRET_ E (RCB CULVERT __ CY _ 321.3 _ $ $ _.. 54 __ REINFORCING STEEL _ _ LBS 46,942 $ $ _ 55 ORNAMENTAL METAL RAILING LF ,170.4 $ _ 56 LIMESTONE VENEER, 4 IN SPLIT FACE SF 603.4 _ $_ _ SANITARY SEWER SYSTEM _ _ NITARY, 48 IN. DIA. _ 57 UTILITY ACCESS, SA EACH 1 __ $ $ 58 _ SEWER SANITARY, (PVC TRUSS), 8 IN. DIA, _ LF _ 68_ $ $ 59 ADJUSTMENT OF FIXTURE, SANITARY SEWER MANHOLE - EACH 4_ $ $ _ _ _ WATER MAIN AND APPURTANANCES 60 FIRE HYDRANT ASSEMBLIES EACH _ 16 $ $. 61 GATE VALVE AND VALVE BOX 6 IN. _ EACH 2 $ _ $ _ 62 GATE VALVE AND VALVE BOX 12 IN EACH 20 $ - $ ' _ . _ ___ _ ' , -~ 63 WATER MAIN DUCTILE IRON, 6IN. _ _ LF 600_ $ ` ~ 64 WATER MAIN DUCTILE IRON 12 IN. _ _ - _ _ LF _ 5,270 _ $ _ `~ ~ 65 WATER MAIN FITTINGS LBS _ 2 595 _-_ $ - e ~ 66 12 IN X 6 IN DUCTILE IRON TAPPING SLEEVE W/ 6 IN. VALVE EACH __ 1 $ _ T _ _ 67 12 IN X 12 IN DUCTILEiRON TAPPING SLEEVE W/ 12 IN. VALVE __ EACH 1 $ ~ -- ~~_-. - _ 68 _ - - BORING AND STEEL CASING PIPE, 24 IN. DIA. (0.375 WALL THICKNESS) _ LF 100 _ $ _ - __ 69 ADJUSTMENT OF FIXTURE, VALVE BOX ASSEMBLY EACH 6 $ ~ $ ~~ 70 RELOCATE FIRE HYDRANT EACH 3 $ - $ _~.3__ SPECIAL CONSTRUCTION 71 TEMPORARY ACCESS ROAD _ SY 7 000 _ $ $ 72 MODULAR BLOCK RETAINING WALL _ SF 1 188 $ $ - 73 TREE PROTECTION EACH _ 27 _ $ $ 74 FENCE SAFETY _ STA 13.5 _ $ _ $ _ 75 TEMPORARY FIELD FENCE STA 18.2 $ _ $ _ 76 RELOCATE GATE KEY OPENER LS 1 _ $ $. EROSION CONTROL - n rnNSTRUCTION EROSION CONTROL LS 1 $ $ _ __ FORM OF PROPOSAL FP - 3 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE 39 I - NTAKE RA-43 TOP AND THROAT ONLY _ _ - - EACH 1 $ $ _- 40 I NTAKE RA-61 _ _ - - EACH_ _ 2 _, $ $ _ _ I 6 A NTA E EACH 2 $ _ $ -- -- 41 3 R - K 42 INTAKE RA-70 - - - - EACH _ 1_ $ _ _ $- - 43 STORM SEWER UTILIT ACCESS RA-49, MODIFIED - _ EACH ?_ $ _ 44 STORM SEWER UTILITY- CCESS RA-50 48 IN. DIA. _ _ -_ EACH 2 _ $ _ $ _ 45 _ STORM SEWER UTILITY A ESS RA-50, 60 IN. DIA. .. _ _EACH 2 _ $ $ 46 DIA SEWER PIPE 2000D STORM IN LF 293_ $ $ ._ _ _ . 47 _ SEWER PIPE 2000D STORM, 15 . DI_A. _ _ LF _ _ 2 664 _$ $ - - 48 SEWER PIPE 2000D 8TORM, 18 1N. DIA. LF 1 238 $ - $_ 49 _ SEWER PIPE, 2000D_STORM, 24 IN. D LF 34 _ _ __ $ 50 SEWER PIPE ,2000D STORM 30 IN. DIA. LF 770. $ $ _ _ 51 SEWER PIPE 2000D STORM 36 IN. DIA. _ LF _ __ 174 __ $ __ $_ _ -- 52 SEWER PIPE 2000D STORM 42 IN. EO,ARC PIPE (31.5/16 X 51 1/8) DIA. LF 92 $ -~ r ' ` REINFORCED CONCRETE BOX CULVERT STRUCTURES ~ _. " ~= - 53 STRUCTURAL CONCRETE (RCB CULVERTS-_ - CY _ - 1.3 $ '- $ -- ~~ - - - 54 REINFORCING STEEL _ LBS 46 942 $ _ " $ ~~ 55 ORNAMENTAL METAL RAILING __ . _ _ _ _ __ _ LF _170.4 _ $ _ _ ~ r l C , _ 1$ -:. 56 LIMESTONE VENEER 4 IN SPLIT FACE SF 603.4 $ _ ~ i ~~ ~$ ~' - ~..' SANITARY SEWER SYSTEM 57 UTILITY ACCESS SANITARY 48 IN. DIA. _ : ~ EACH 1 $ $ _ ___ 58 SEWER SANITARY P( VC TRUSS) 8 IN. DIA. f LF 68 $ $ _. 59 ADJUSTMENT OF FIXTURE, SANITARY SEWER MANHOLE '~~ EACH_ 4 __ $ _ __ $- WATER MAIN AND APPURTANANCES r - 60 -. FIRE HYDRANT ASSEMBLIES _ - - EACH 16 $ $ 61 GATE VALVE AND VALVE BOX 6 IN. _ _ __ EACH 2 $ $ 62 GATE VALVE AND VALVE BOX, 12 IN. _ ___ __ EACH __ 20 $ _. _ _ $ 63 WATER MAIN DUCTILE IRON, 6 IN. _ _ LF 600 $ $ _. 64 WATER MAIN DUCTILE IRON 12 IN. F 5,270 $ _ $ _ 65 - WATER MAIN FITTINGS ~,' -- LB 2 595 $ - $ - - - 66 _ 12 IN X 6 IN DUCTILE IRON TAPPING SLEEVE W/ 6 IN. VALVE _ _EAC 1 $ _ 67 12 IN X 12 IN DUCTILE IRON TAPPING SLEEVE W/ 12 IN. VALVE EACH 1 _ $ _. $ _ 68 BORING AND STEEL CASING PIPE, 24 IN. DIA. (0.375 WALL THICKNES~_ LF _ 100 $ $ - 69 ADJUSTMENT OF FIXTURE VALVE BOX ASSEM_ BLY __ EACH _6 $ $ _ _ 70 RELOCATE FIRE HYDRANT ~ EACH _ 3 $ _ __ $ _ - - - SPECIAL CONSTRUCTION 1 ~- 71 _ TEMPORARY ACCESS,ROAD _ SY 6 200. $ _ $ 72 MODULAR BLOCK R)dTAINING WALL _ _ - _ SF _ 1 188 $ $ 73 TREE PROTECTION _ _ EACH 27 ,. $ .. $ 74 FENCE SAFES _ STA _13.5 $ - _ $ 75 TEMPORARY-FIELD FENCE STA _ 18.2 $ _ $ - 76 RELOCAT6 GATE KEY OPENER LS 1 $ $ i - ~_ - - - - ON1~tOL EROSION C - - -- ~ ~ ~~ C[~nfsl TRLICTION EROSION CONTROL LS _ __1 $ $ FORM OF PROPOSAL FP - 3 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE 78 SILT FENCE LF _ 10 000 _ $ $ - SURFACE RESTORATION - - _ _ _ 79 SEEDING FERTILIZING ~ MULCHI~URBAN MIX ACRE .11.18 $ $ - - - - 80 STABILIZING CROP -SEED FERTILIZE & MULCHING _ _ _ ACRE 11.18. $ _ $ - 81 FIELD FENCE IOWA DOT TYPE 47 _ STA 37.0 $ _ $ _ _ 82 FENCE CHANNEL CROSSING TYPE A STA _0.6 $ _ .$ -- GATE FIELD FENCE 16 FT 83 EACH 3 $ _ $ _ _ _ D REMOVE AND REINSTALL OA O STA 0.2 $ - $ - _ __ 84 . _ _ R D_B FENCE WO 85 FENS SPLIT RAIL REMOVE AND REINSTALL - - STA _ 1.2 $ 86 _ _ FENCE CHAIN LINK REMOVE AN_ D REINSTALL STA 0.24 _ $ $ _ - -- - 87 _ RELOCATION OF MAILBOXES _ EACH 9 $ $ TRAFFIC CONTROL - T MARKINGS DURABLE -LPM 1200 D PAVEME STA 100.53 $ __ $ _ - - N 88 PAINTE 89 PAINTED PAVEMENT MARKINGS DURABLE -LPM 1500 - .. STA 5.33 _ _ -- _ 90 PAINTED SYMBOLS DURABLE --LPM 1500 _ STA 6 $ _ $ 91 TYPE A SIGNS~.SHEET ALUMINUM _ _ SF 209.6 $ $ - 92 POSTS, STEEL _ _ LF 652 _ $ _ $ - 93 TRAFFIC CONTROL LS 1 _ $ $ MOBILIZATION _ _ LS 1 $ $ _ - 94 Mobilization _ _ LD OFFICE _ - FIE - _ 95 FIELD OFFICE LS 1 $ $ $ TOTAL BASE BID OF ITEMS: ~; _: --_ y __ FORM OF PROPOSAL FP - 4 SCHEDULE OF PRICES EXTENDED ITEM DESCRIPTION UNIT TOTAL UNIT COST PRICE 78 SILT FENCE LF 10 000 $ _ _ $ _ _ _ SURFAC E RESTORATION - - - -. - - - 79 SEEDING FERTILIZING & ULCHING URBAN, MIX) _ __ -- ACRE 11.18 _ $ $ - _ 80 STABILIZING CROP -SEED ERTILIZE & MULCHING A RE _ 11.18 $ _ $ __ __ __ _ 81 _ - _ FIELD FENCE _IOWA DOT TYRE a7 _ STA _ 37.0 $ $_ _ _ - 82 PE A FENCE CHANNEL CROSSING~ STA 0.6 _ $ _ _ $ _ ~ - 83 GATE FIELD FENCE 16 FT _ _ _ __ EACH _ 3_ $ _ $ 84 FENCE WOOD BOARD REMOV ND REINSTALL __ __ _ STA- _ - 0.2 $ __ _ $ _.- - 85 FENCE SPLIT RAIL,_REMOVE AND EINSTALL __ _ STA __ _ __ 1.2 _ $,_ _ $ _ _ _ _ 86 K REMOVE AND i EINSTALL_ _ __ FENCE CHAIN LIN STA 0.24_ $ _ _ _ - _ `1 RELOCATION OF MAILBOXES EACH 9 $ _- __ $ _ - 87 , _ _ _ __ TRAFFIC CONTROL `, - LPM 1200 DURABLE - D PAVEMENT MARKINGS 8 PAINT STA 100.53 $_ _ _ $ _ - _ 8 _ , _ _ _ E 89 PAINTED_PAVEMENT MARKINGS DURABL~'- LPM 1500 _ _ STA _ 5.33 90 \ DURABLE -LPM 1500 ED SYMBOLS PAIN STA 6 $ $ ___ _ _ ,_ T _ _ _ 91 TYPEASIGNS SHEET_ALUMINUM ~`~, ~ ~ 209.6 $ __ 92 POSTS STEEL , l LF 652 $ __ _ $ _ _ r 93 TRAFFIC CONTROL ~._ LS _1 _ $ _ $ - - ~ MOBILIZATION - ,i~ 94 Mobilization ~___ LS 1 $ $ ,/ FIELDOFFICE_. ,fir _ - - - - 95 FIELD OFFICE _ _~ _ _LS _ 1 $ _ $ r TOTAL BASE BID OF ITEMS: r~ $ G :? ~~ __ C. _. Ci) a ,; --_ •..;> `. ~_:'_) 5. .. .:..,_ Y ?'~ .tr' 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, area as follows: NOTE: All subcontractors are subject to approval by City. The Owner reserves the right to accept or reject the Bid. The Owner intends to award a single contract which it deems to be in the best interests of the City. All Bidders shall submit a detailed "Schedule of Values" as described in the Instructions to Bidders. 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: By: .~_ ~_ 1 ~ ~- ~"`' ~ - (Printed Name) f_._ ,5l _ _o ~ (Title) S. J ~1 _- ~ _ (Business Address) (Bidders Phone Number(s) (Bidders FAX Number(s)) (Bidders Federal Tax I.D. Number) FORM OF PROPOSAL FP -5 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, area as follows: f..:; ~ / ~ _ _~ iy y- __ .~ , „_.._ ~.~ T.? ,~' NOTE: All subcontractors are bject to approval by City. The Owner reserves the right to ccept or reject the Bi .The Owner intends to award a single contract which it deems to be in t best interests oft City. All Bidders shall submit a detailed The undersigned bidder certifies that I connection with any other person or p The undersigned bidder states that this and agrees that, in the event of any di proposal and the Contract Documents prevail. (Printed Name) (Title) Address) (Bidd~.rs Phone Number(s) (Bidders FAX Number(s)) (Bidders Federal Tax I.D. Number) ule of Vallc~es" as described in the Instructions to Bidders. it is made in good faith, and without collusion or ing on the work. Sosal is made in conformity with the Contract Documents pancies or differences between any conditions of this pared by the City of Iowa City, the more specific shall FIRM: FORM OF PROPOSAL FP -5 BID BOND ~~ --~ V-~ . - - _ 1..~ as Principal, and ~.~ as Surety declare that we are held and are firmly bound unto the City of lowa;~ity, Iowa, hereinafter called "OWNER," in the sum of ~ ~ - ' ~.~~ Dollars ($ ) to pay said sum as herein provided. We as .Ipal `end Surety further promise and declare that these obligations shall bind our heirs~~xecut~gs, administrators, and successors jointly and severally. This obligation is conditio~S'ed on Fie Principal submission of the accompanying bid, dated for the Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (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. The Principal and the Surety hereto execute this bid bond this day of A.D., Witness Witness (Seal) Principal gy (Title) (Seal) Surety By (Attorney-in-fact) {Attach Power-of Attorney} BID BOND 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, specification forms for proposal and bid documents dated the day of 20 ,for the Lower West Branch Road Project - Scott Boulevard to Taft Avenue Improvements 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 b. "Standard Specifications for Highway and Bridge Construction," Series of 2001, Iowa Department of Transportation, as amended; c. Plans; (,} d. Specifications and Supplementary Conditions; ,-,. ~ - ~ ...- ~ - e. Advertisement for Bids; _ =~ ~ c:~ _.; -- r ;.. f. Note to Bidders, -~ ~__ r^ ~' ` - {'7 . ~~ ~ .. g. Performance and Payment Bond; ~- i. Restriction on Non-Resident Bidding of Non-Federal-Aid Projects; j. Contract Compliance Program (Anti-Discrimination Requirements); k. Form of Proposal and Bid Documents I. 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. 3. The names of subcontractors, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): FORM OF AGREEMENT AG- 1 4. DATED this Payments are to be made to the Contractor in accordance with Supplementary Conditions. day of OWNER: City of Iowa City Mayor ATTEST: City Clerk CONTRACTOR: By. Title) ATTEST: Title) (Company Official) APPROVED BY: City Attorney's Office ~.. r-::, ~> _T ~.r~' __ i.i ` "> ~=' -~- _ - ; ~, - .__ _ , . ~ ~i ~'' ~: FORM OF AGREEMENT AG- 2 PERFORMANCE AND PAYMENT BOND t..- (Here insert the name and address or legal title of the Contractor v ~~"' Principal, hereinafter called the Contractor and ~~, ~ ` ~, as Surety, he~~riafter . __~ Here insert the le al title of the Suret ~` - - :. - . ~~- called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligeiereinzfter called the Owner, in the amount of YY ~ ($ )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 Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project; 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 the City of Iowa City, 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 determination 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 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. PERFORMANCE AND PAYMENT BOND PB- 1 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 subcontractors, 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 DAY OF IN THE PRESENCE OF: Witness (Principal) (Title) (Surety) Witness (Title) ~- (Address) CQ~~' `~. ,--, ~- _ _` _.i I ~J ._._ . .. ~ _ -_,9 V PERFORMANCE AND PAYMENT BOND PB- 2 Storm Water Discharge Associated With industrial Activity For Construction Activities Ciry County Project Project Number 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 assoaated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-pem~rittee, 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, 1 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 this NPDES permit." Name Type, Stamp or Print Legibly Title Company Name Address Telephone Number Signed By Date (president, vice president, general partner of proprietor) r-.~ `~ __ .; ._ ~ s.:: ~'~ - __ __ ~.. ~~ h~h, D V STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL SW-1 ACTIVITY FOR CONSTRUCTION ACTIVITY Contract Compliance Program ~~.~ ~, r~ ~m ._ C~ ~" ~ ~ ~~ _. ~~ ~- _ ~. `;,: :=~' t -~ CITY OF IOWA CITY ~V''n 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: 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. All 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 Coc~esection 2-3-1. C °, ~;.. ~~~ . ~ N T.. t,"'. .., _ - i C..y ~ -~= r,, y ,~- CONTRACT COMPLIANCE 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 apprenticeship. 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 sew.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 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 Officer? (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. CONTRACT COMPLIANCE r. ~. tJ ~_: ~~ r-~ -~ - ;,.. ._ . c_~ - _ T„ '_.. -_ { , ._ ~~t 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 Print Name Phone Number Title Date f-. a ((,, ~e t.-._ `` , '- S~J ~ _ _ _ - u _, r _ ;` ,. ,, ~ ~ n , ~ . ~ , y '4- ~ t`,) ~ CONTRACT COMPLIANCE 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 ~z •, , _-, Your staff should be aware of and be required to abide by your Equal Employme - pporti~rt.,,ity program. All employees authorized to hire, supervise, promote, or discharge emp or ~ '~ '`• involved in such actions should be trained and required to comply with your policy aiad~the ci;~ent equal employment opportunity laws. `'~ ' 4. RECRUITMENT -=`-`~ (a) Let potential employees know you are an equal opportunity employer. This can,)~done ~~ identifying yourself on all recruitment advertising as "an equal opportunity empli~r". ~,~ (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. CONTRACT COMPLIANCE CC-4 ::~~~,~' ,~~ n.'III~~~ ..r+a.as~_ ..~_. ,,-~ City of ~~ 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. ~J t';1? -a ~~ „° s ~~ T ~ _ ~_. _.` ~ ; ~:. 'h79 -i G~ CONTRACT COMPLIANCE CC - 5 2.8-1 SECTION: CHAPTER 3 DISCRIMINATORY PRACTICES 2-3-t: Employment; Exceptions 2-3-2: Public Accommodation; Exceptions 2-3.3: Credit Transactions; Exceptions 2-8-4: Education 2-8-5: Aiding Or Abetting; Aetatiation; intimidation 2-3-1: EM>Q'LOYbiSN'I'~ EXCEPTIONS: A. h shah be unlawful for any employer to refuse to hire, accept, regfstsr, classify, upgrade or refer for employ- ment, or to otherwise discriminate in smpkryment against any other person or to discharge any employee be- ~uss of cgs, cobr, creed. disability, gender identity, marital status, nation- al origin, race, reUgion, sex or sexual orientation, 8. It shall be unlawful for any labor orga- nizatbn tv refuse tv admft to member- ship, apprenticeship or training an applicant. to expel any member, or to otherwise disarlminate against any applicant for membersh~, apprentice- ship or tralnitp or any member in the privileges, rights or benefits of such .membership, apprenticeship or train- ing because of ape, oobr, creed, disability, gender Identity, marital status, national origin, Taos, religion, sex or sexual orientation of such ap- pibant or marr~er, C7 ~-, r~ -;~., -. 1 ~~d ~~ C. It shall bs unlawful for any employer, employment agency, tabor organiza- tion or the empbyess or members thereof, to directly or IndiraaNy adver- tise or in any other manner Indicate or publiclze that individuals are unwe!- come, objeotNonabie or not aoiiafted for employment ar membership be- cause of age, Dolor, creed, disabMily, gender identity, marital statw, natur- al oiri~gin, race, religion, sex or sexual orientation. (Ord, 95.8697, 11.7-1995 O. Employment policies relating to prsg- nanay and childbirth shall be govemsd by the following: 1. A written or unwritten employment policy or practice whkah excludes from employment appibants or srnployess because of the smpbyes's pregnancy is a prima facie violation of this Tills, 2. Oisabiiitiss caused or contr9buted to by the employee's pregnancy, mfsc;ar- riage, childbirth and recovery there- from are, for ap job-related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insunanoe or sbk Isavs plan avalfabie In connection wkh employment or any written or unwAt- ten employment poiic7>ss and practices involving terms and conditions of employment as appiisd to other tem- porary disabilities. E. it shall be unlawful for any pen:on to solicit or require as a condition of employment of any employes or pro- ;~,, ~~ C"3 r~7 897 tows ciry 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, emp~oy- 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 far 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 Heakh 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 #mmunode- ficiency virus to other parsons in a specific occupation. F, The following are exempted from the provisions of this Section: t .Any bona fide religious instkution or its educational facility, association, corporation or sodety with respect to any quaUfacations for empbyment based on religion when such qualifica- tkms are rotated to a bona fide reli- gious purpose. A ceiigious qualifica- tion far instructional personnel or an administrative officer, searing in a supervisory capacity of a bona fide religious sduoational facNity or refl- gious institution shall be presumed to be a bona fide occupational qua~ifica- tion. {Qrd. 94-3847, 11-8-1994) ~- _~ Ocl ~~ ~~ _ ~~ i 2. An employer ore ~ ,~enf'i~gerteq' which chooses to affni~~-e~pio~fient or advertise for employr~nt to ~,ly the disabled or elderly. Any such mploy- 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 qualiflc;ation reasonably necessary to the normal operation of a particular business or enterprise. The bona 8de oooupatbnai qualification shall be interpreted nar- rowly. 8. 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 instanass where pres- ence of disabiUty is a bona fide occu- pational quaNfication reasonably nec- essary to the normal operatbn of a paticular business or enterprise. The bona fide oocupational qualification shall be interpreted narrowly. {Ord. 94-3847, 11-8-1994) $97 Iowa City GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended, shall apply except as amended in the Supplementary Conditions. r--. ~ °--' _ r-,-: _. _ ' ~. a r _-- , --, -=:, :_, ,~ _~~ , .. ~,, t.~~ GENERAL CONDITIONS GC- 1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations ~ :~ S-3 Insurance C ~_ __ S-4 Supervision and Superintendence > r- `~~ ~' S-5 Concerning Subcontractors, Suppliers and Others - ~'T = ', , ; °~°~ S-6 Compliance with OSHA Regulations _ __ ~', S-7 Employment Practices `-- S-8 Contract Compliance Program (Anti-Discrimination Requirements) _ _ ~~ ~=_ w_. S-9 Measurement and Payment ~^' =-= ~, ~ , z 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 2001, 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. "IDOT STANDARD SPECIFICATIONS" shall "Standard Specifications for Highway and amended. mean the Iowa Department of Transportation Bridge Construction," Series of 2001, as S-2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: SUPPLEMENTAL REGULATIONS SC - 1 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. 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 Coverage Comprehensive General Liability Bodily Injury & Property Damage'" Automobile Liability Bodily Injury & Property Damage Excess Liability ~-, ~, Each Occurrence Aggregatf"e ~;~ ' $1,000,000 $2,OOOOb4. ~` _ Combined SirCa~timi#;x. .: ~, -,-r-~~.... $1,OOO,E31~t~` $1,000,000 $1,000,0 F;~, Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. u' *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. In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 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 SUPPLEMENTAL REGULATIONS SC - 2 amount shall not be subject to reduction by virtue of investigation or tl~f~nse ~~osts. ~! incurred by Contractor's insurer. _.. 2. The entire amount of the Contractor's liability insurance policy coverage li.rJi~s', sh~.l~ be ` payable by the Contractor's insurer, with no deductible to be paid by, o'er-ins~aed retention to be attributed to, the Contractor unless this requirement is vu~ved b~he City. Contractor's Certificate of Insurance must set forth the nature and amount of`~hy such deductible orself-insured retention. 3. If Contractor's 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 Contractor's 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 Contractor's 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. d. "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 retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's 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. 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 SUPPLEMENTAL REGULATIONS SC - 3 Contractor's operations or activities under this Contract, ~~ir~ltt?trwtit'-~~th~s Contract, and withhold payment for work performed on the Contract. 5 t, In the event that any of the policies or insurance cover~g~;ldentitjird'; on',Cbh't~actor'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 either 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. Replace the first paragraph of 1108.01 of the IDOT STANDARD SPECIFICATIONS with the following: The contractor shall perform at least 30% of the contract amount with his/her own organization. On this project only, the contractor may subcontract up to 70% of the contract amount. The bidders should be aware that this project requires several types of work. Purchasing of materials for subcontractors will not be an acceptable method for the prime contractor to meet the 30% requirement. Items designated as specialty items may be performed by subcontract, and the cost of any specialty items so performed by the subcontract may be deducted from the total cost before computing the amount of work required to be performed by the contractor with his/her own organization. SUPPLEMENTAL REGULATIONS - SC - 4 I~~ ISE~ 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 n Contractor's Certificate of Insurance are canceled or modified, the City may in it discretion either suspend Contractor's operations or activities under this Contra or terminate this Contract, and withhold payment for work performed on the Contr t. C. HOLD HARMLESS The Contractor shall indemnify, defend and hold harmles the City of Iowa City and its officers, employees, and agents from any and all li ility, loss, cost, damage, and expense (including reasonable attorney's fees and c urt costs) resulting from, arising out of, or incurred by reason of any claims, actin , or suits based upon or alleging bodily inju including death, or property dama rising out of or resulting from the Contractor's perations under this Contract, wh her such operations be by himself or herself or by a Subcontractor or by anyone rectly or indirectly employed by either of them. 2. Contractor is not, a shall not be Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTE Add the following paragraph to 1105.05 of G --- teem d to be, an agent or employe~pf-~he ~lry of - - .~ c-_i .__ ~. DOT STANDARD SPECIFICATIONS~r ~'~ ~=r ?~ ~`` CONTRACTOR shall maintain a alified nd responsible person available 24 hours`~per day, seven days per week to espond to mergencies which may occur after hours. CONTRACTOR shall provide to NGINEER th hone number and/or paging service of this individual. S-5 CONCERNING SUBCONT CTORS, SUPPLIERS A D OTHERS. Add the following paragraph t 1108.01 of the IDOT STANDAR SPECIFICATIONS: Bidders shall list t ose persons, firms, companies or other parties to whom it proposes/intends to nter into a subcontract regarding this pro' ct as required for approval by the City and as oted on the Form of Proposal and the Agree nt. If no minority siness enterprises (MBE) are utilized, the CON CTOR shall furnish documentatio of all efforts to recruit MBE's. S-6 COMPLIAN¢~E WITH OSHA REGULATIONS. Add the follovy~ng paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATI The ontractor and all subcontractors shall comply with the requirements of 29 FR 1910 (Ge eral Industry Standard) and 29 CFR 1926 (Construction Industry Standa .The Contractor and all subcontractors are solely responsible for compliance with said regula ' ns. SUPPLEMENTAL REGULATIONS SC - 4 Add the following paragraph to 1108.01 of the IDOT 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. 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. SUPPLEMENTAL REGULATIONS ~~vls~~ °~ ~~ y.~ ~~~ ;, ~ ~ ~~ .., SC - 5 ~. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazar u ch~ticals or materials that will be at the job site. The Material Safety Data Sheets will mitt d to~ ~,"~ the Project Engineering prior to the start of construction and supplemente =-rTeceary ==~ throughout the project. This data is being provided for informational purpo s vrtiy,and dies not relieve the contractor of any obligations for compliance with applica OShI~-`and State laws regarding hazardous chem'cals and right-to-know. ~ _ ~--~, S-7 EMPLOYMENT PRACTICES. ~~ 7-~ Neither the Contractor nor his/her subc~ mental condition is such that his/her err selves or others employed on the project. Contractor shall not commit any of the following clauses in any subcontracts: To discriminate against any individual because of sex, race, color, religion, marital status, age or disability unless person or employee. actors, shall employ am ~ment will endanger t rin employment acticE in ter s, c ditions, c national ri in, sexual such disa ' itv is related "person whose physical or health and safety of them- and agrees to include the •r privileges of employment orientation, gender identity, to job performance of such To discharge from employment or refuse to ' e an individual because of sex, race, color, religion, national origin, sexual orientation, nder id ntity, marital status, age, or disability unless such disability is related to job perfo ance of s ch person or employee. S-8 CONTRACT COMPLIANCE PROGRAM ANTI-DISCRI NATION REQUIREMENTS). For all contracts of $25,000 or more, the ntractor shall abide by the requirements of the City's Contract Compliance Program, which is in uded with these Speci ations beginning on page CC-1. S-9 MEASUREMENT AND PA Section 01025, Measurement and Payment, contained in Divisio 1 of these specifications defines all pay items and methods f measurement. The provisions o this section will supersede applicable sections in the IDOT S ANDARD SPECIFICATIONS. S-10 TAXES. Contractor shall pay all s es, consumer, use and other similar taxes re uired to be paid in accordance with local law as outlined in 1109.07 of the IDOT Standard Speci 'cations. The City of Iowa City does not issu tax exemption certificates to preclude the payment o sales tax. Prior to project acceptance by a City Council, the Contractor shall submit to the Engin r a statement of taxes paid, including II information required by the State of Iowa for reimbursem t of taxes. The City will reimburs Contractor for taxes approved and reimbursed by the fate of Iowa. Reimbursement t the Contractor will occur within 30 days of the City receiving re' bursement from the State. T x statements submitted after the project has been accepted by the ity Council will not be acce fed or reimbursed. SUPPLEMENTAL REGULATIONS SC - 5 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. Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in accordance with local law as outlined in 1109.07 of the IDOT Standard Specifications. The City of Iowa City does not issue tax exemption certificates to preclude the payment of sales tax. Prior to project acceptance by the City Council, the Contractor shall submit to the Engineer a statement of taxes paid, including all information required by the State of Iowa for reimbursement of taxes. The City will reimburse Contractor for taxes approved and reimbursed by the State of Iowa. Reimbursement to the Contractor will occur within 30 days of the City receiving reimbursement from the State. Tax statements submitted after the project has been accepted by the City Council will not be accepted or reimbursed. 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 $125 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 hicLhway projects not funded with Federal monies. ~~ ~sE~ f_, `_, - ~ ~--~ - E~ ~ ~~ ~~V rv SUPPLEMENTAL REGULATIONS SC - 6 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 takes and marks. Any necessary re-staking will be at the Contractor's expense and ' I be charged at a rate of $125 per hour. S-12 RESTRICTION O NON-RESIDENT BIDDING ON NO -FEDERAL-AID PROJECTS. The Contractor awarded a project together with all Subc tractors shall be required to complete the form included with the specifications (and entitled a same as this section) and submit it to the Engineer before work ca begin on the project. r_~ ~~''''~~ , G ~ _. _ _~ t , _ _ N _ _. ;^~_- w. ~~ ~~' , t J rte, SUPPLEMENTAL REGULATIONS 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 anon-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: :.: _~~ r~ _ ,. V RESTRICTION ON NON-RESIDENT BIDDING ON R -1 NON-FEDERAL-AID PROJECTS SECTION 01010 SUMMARY OF WORK PART 1 GENERAL General description, not all inclusive: Phase 1-Stases 18 2 (Lower West Branch Road-Scott a~va- 1. Install traffic control and detour for phase 1 stage 1 construction. r_a ~~ ,w..; , T ~ ^ _. ~- ,~~' N ~~ _~t i~ ~ I `~- , ._. _~ _ =r , , , 2. Construct 12" water main (including the 6" water main on Hummingbird Lane), storm sewer pipe & box culvert crossings necessary for construction of temporary access road. 3. Mill existing seal-coat roadway on Lower West Branch Road from Scott Boulevard (Sta. 102+10) to the Proposed City Square (Sta. 133+00). 4. Perform grading for proposed 8 ft sidewalk, Install temporary access road. 5. Install traffic control for phase 1 stage 2 construction. 6. Install remaining pipe culverts and storm sewer. 7. Perform roadway grading, install 4-inch longitudinal subdrain and outlets. 8. Install modified subbase and construct 9-inch Portland Cement Concrete from Scott Boulevard to City Square (Including Brentwood and Broadmoor tie-ins). 9. Install modified subbase and construct driveways & field entrances. 10. Divert local traffic from temporary access road to new roadway paving. 11. Grade and pave Portland Cement Concrete sidewalks (oft -north side and 8ft- south side). 12. Install final erosion control measures (ie. silt fence and seeding). Phase 1- Staae 3 (Humminabird Lane) 1. Install traffic control for phase 1 stage 3 construction (Hummingbird Lane). 2. Mill existing seal-coat roadway on Hummingbird Lane from Sta. 1102+08 to Lower West Branch Road. 3. Install temporary access road on east side of Hummingbird Lane. 4. Install storm sewer pipe and intakes. 5. Perform roadway grading, install 4-inch longitudinal subdrain and outlets. 01010 - 1 6. Install modified subbase and construct 9-inch Portland Cement Concrete roadway (Sta. 1102+08 to Lower West Branch Road). 7. Install modified subbase and construct driveway & field entrance. 8. Divert local traffic from temporary access road to new roadway paving. 9. Grade and pave 4 ft Portland Cement Concrete sidewalks on both sides of Hummingbird Lane. 10. Install modular block retaining wall on Lower West Branch Road and Hummingbird Lane. 11. Install final erosion control measures (ie. silt fence and seeding). Phase 1- Sfape 3 (Lower West Branch Road Widening) 1. Install traffic control for phase 1 stage 3 construction (Lower We~ch-load Widening (Scott Blvd. to Approx. Sta. 102+10). :~.>~, 4 ' ~ i 1 ~~ , 2. Remove existing PCC curb & gutter and radius returns. ~ _ ~~ ~ -~ ;, - - --, 3. Install storm sewer pipe and intakes. ~ ~~, 4. Perform the required grading, install 4-inch longitudinal subdrain art outlets 5. Install modified subbase and construct 9-inch Portland Cement Concrete roadway widening (Scott Blvd. to Approx. Sta. 102+10). 6. Install modified subbase and construct remaining driveways. 7. Grade and pave Portland Cement Concrete sidewalks (oft -north side and 8ft- south side). 8. Install final erosion control measures (ie. silt fence and seeding). Phase 2 - Stages 1 & 2 (Lower West Branch Road -City Square to Taft Ave) 1. Install traffic control and detour for phase 2, stage 1 construction. 2. Construct 12" water main and storm sewer pipe & box culvert crossings necessary for construction of temporary access road. 3. Mill existing seal-coat roadway on Lower West Branch Road from City Square (Sta. 133+00) to Taft Avenue (Sta. 155+50). 4. Perform grading for proposed 8 ft sidewalk and install temporary access road. 5. Install traffic control for phase 2 stage 2 construction. 6. Install remaining storm sewer pipe and intakes. 01010-2 7. Perform roadway grading, install 4-inch longitudinal subdrain and outlets. 8. Install modified subbase and construct 9-inch Portland Cement Concrete from City Square to Taft Avenue. 9. Install modified subbase and construct driveways & field entrances. 10. Divert local traffic from temporary access road to new roadway paving. 11. Grade and pave Portland Cement Concrete 8 ft sidewalk on the south side of Lower West Brach Road. 12. Install final erosion control measures (ie. silt fence and seeding). Phase 3 - Sta4e 1 & 2 (Lower West Branch Road & Taft Avenue Int.) 1. Install traffic control and detour for phase 3, stage 1 construction. 2. Install 12" water main and storm sewer. 3. Install 24' wide temporary access road on the east side of Taft Avenue. 4. Perform intersection grading, install 4-inch longitudinal subdrain and outlets. 5. Install modified subbase and construct 9-inch Portland Cement Concrete intersection paving (from Taft Ave. crown west). 6. Divert traffic from temporary access road to the proposed pavement and install traffic control measures for phase 3, stage 2 construction. 7. Install remaining water main and storm sewer. 8. Perform remaining intersection grading and install modified subbase. 9. Construct 9-inch Portland Cement Concrete intersection paving (from Taft Ave. crown east). 10. Construct HMA transitions and field entrances. 11. Install final erosion control measures (ie. silt fence and seeding). END OF SECTION 01010 CJ ` `--, --_, J~ !' _ . r_~ -" ~._ ~=~ ~,a r~ ~ 01010 - 3 .SECTION 01025 MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 SUMMARY: A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OF MEASUREMENTS: 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 opportunity to be present during measurement. 1.03 SCOPE OF PAYMENT: A. The Contractor shall accept the compensation as herein provided as full payment for furnishing 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. C l _. . A 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 off site. The 5% retainage will be released at the time of next monthly payment or 30 days after the project is accepted by the City Council, which ever is sooner. This is provided that no claims against the project have been filed within 30 days of project acceptance. Chapter 38 of the Code of Iowa will govern the release of retainage and resolution of claims. 01025 - 1 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 SUMMARY: A. Procedures and submittal requirements for schedule of v es, applications for payment, aivd unit prices. ,, 1.02 STANDARD OF MEk4SUREMENTS: A. Work completed under the contract shall be mea red by the Engineer. Payment will be based d~ the actual quantity of work p rformed according to the various classes of work '`specified unless noted in Park of this Section. The Contractor will be given an opportunity to be present durin~measurement. 1.03 SCOPE OF PAYMENT: a~' A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also, fob costs arming from the action of the elements, or from any unforeseen difficulties'~which moy 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 baS+st, 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 foY this work, it is to be considered incidental to the project and no separate payment will be made. ~ PART 2 -PRODUCTS ~~~° _, ~`~ _" ,; ; .. ; -- ` _, _... r.,~ ___ 2.01 NONE `l, _~_ ;-.; ~ ,.. `` _~ '_- +95 A 1 ....... ..-` PART 3 -EXECUTION ~ Cam' -'-= ~ i ~ ) % ` r :~ 3.01 PROCEDURE: ~ c..rt A. Payment under this contract sha'(I occur no more than once per month for work completed by the Contractor. Pay ent 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 mr furnishings fabricated off site. The 5% retainage will be released at`~h~ after the project is accepted by the 1C provided that no claims against the project acceptance. Chapter 38 of the retainage and resolution of claims. time of next monthly payment or 30 days ~ Council, which ever is sooner. This is eject have been filed within 30 days of erode of Iowa will govern the release of 01025 - 1 3.02 BID ITEMS: Demolition and Removals 1 Clearing and Grubbing (ACRE) -The unit price for this item includes all work required to cut, remove and dispose of trees, stumps, roots, logs, down timber, hedges, brush, shrubs, corn, crops, vegetation and rubbish within the construction limits as directed by the Engineer. There will be no burning or burying allowed on the site. 2 Removal as per Plan (LS) -The unit price shall be full compensation for furnishing all equipment, materials, labor and other miscellaneous related work required to properly remove and dispose of storm sewer intakes, hydrants, reinforced concrete culverts, signs, and other miscellaneous items. Partial payments will be based upon the estimate of removals completed. 3 Pavement Removal (SY) -The unit price for this item includes removal and disposal of Portland Cement Concrete and asphalt pavements. Saw cuts, hauling and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the Engineer. Removal operations shall conform to the construction phasing as noted on the plans or as otherwise approved or directed by the Engineer. Additional effort required for this purpose is ~P~ considered incidental. _: ~,,- ~'~ = _=~ 4 Sidewalk/Driveway Removal (SY) -The unit price for this item includes removal - - - and disposal of Portland Cement Concrete and asphalt sidewalk & driveways. ~- ~ ~ ~ Saw cuts and hauling and disposal of waste materials shall be incidental. All = ,{~ proposed saw cuts must be approved by the Engineer. Removal operations shall conform to the construction phasing as noted on the plans or as otherwise ~~, _ a approved or directed by the Engineer. Additional effort required for this purpose ,~~; is considered incidental. 5 Water Main Removal (LF) -This unit price for this item includes removal and disposal of existing water main pipe as required for construction of the project. Removal operations shall conform to the construction phasing as noted on the plans or as otherwise approved or directed by the Engineer. 6 Storm Sewer and Pipe Culvert Removal (LF) -This unit price for this item includes removal and disposal of existing storm sewer pipe as required for construction of the project. Removal operations shall conform to the construction phasing as noted on the plans or as otherwise approved or directed by the Engineer. 7 Fence Removal (STA) -This unit price for this item includes removal and disposal of existing fence as required for construction of the project. Removal operations shall conform to the construction phasing as noted on the plans or as otherwise approved or directed by the Engineer. Excavation & Grading 8 Excavation, Class 10, Roadway and Borrow (CY) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for 01025 - 2 `: ~=-j __., ~~-~ 3.02 BID ITEMS: -- ~`~' - _~ ~ -~ Demolition nd Removals ~~`,'- ~ - "~ 1 Cle ring and Grubbing (ACRE) -The unit price for this item includ:>ws all" 'ork _ , requ ed to cut, remove and dispose of trees, stumps, roots, logs,~cswn timer, ; hedg brush, shrubs, corn, crops, vegetation and rubbish within'~,the' constr tion limits as directed by the Engineer. There will be no burnin~,.~or burying Ilowed on the site. 2 Removal s per Plan (LS) -The unit price shall be full compe ation for furnishing a equipment, materials, labor and other miscellaneous lated work required to roperly remove and dispose of storm sewer int es, hydrants, reinforced co Crete culverts, signs, and other miscellaneo items. Partial payments will a based upon the estimate of removals com eted. 3 Pavement Rem val (SY) -The unit price for this it includes removal and disposal of Portl nd Cement Concrete and asph pavements. Saw cuts, hauling and dispo al of waste materials shall be 'ncidental. All proposed saw cuts must be appr ved by the Engineer. Re al operations shall conform to the construction ph sing as noted on the ns or as otherwise approved or directed by the En ineer. Additional ffort required for this purpose is considered incidental. 4 Sidewalk/Driveway Re oval (SY) - he unit price for this item includes removal and disposal of Portlan Cemen oncrete and asphalt sidewalk & driveways. Saw cuts and hauling a dis sal of waste materials shall be incidental. All proposed saw cuts must a approved by the Engineer. Removal operations shall conform to the constr ion phasing as noted on the plans or as otherwise approved or directed by a ngineer. Additional effort required for this purpose is considered incidenta . 5 Water Main Remo al (LF) - T is unit price for this item includes removal and disposal of existi g water main ipe as required for construction of the project. Removal oper ions shall confor to the construction phasing as noted on the plans or as o;~ierwise approved or irected by the Engineer. 6 Storm S~'nrer and Pipe Culvert Re oval (LF) -This unit price for this item include~'~ removal and disposal of a 'sting storm sewer pipe as required for constt~ction of the project. Rem al operations shall conform to the con ruction phasing as noted on the plans or as otherwise approved or ducted by the Engineer. 7,, Fence Removal (STA) -This unit price fo this item includes removal and disposal of existing fence as required for con uction of the project. Removal ~'~Y operations shall conform to the construction ph ing as noted on the plans or as otherwise approved or directed by the Engineer. Excavation 8~ Grading 8 Excavation, Class 10, Roadway and Borrow (CY) - Th~,.unit price shall be full compensation for furnishing all materials, labor and equipment necessary for 01025 - 2 ~• ~, t. roadway and borrow excavation. This item will be paid based on the plan quantity of cubic yards of excavation. Work includes all excavation from the existing ground surface to the subgrade for the pavement, and excavation for ~ ' ' `~` borrow where so ordered; excavation for shoulders, slopes, open channel ~ ' ~- ' / ' ' " ya ditches, intersections, and approaches, all in conformity with alignment grades and prescribed cross-sections above the finish grade; and removal and disposal of all materials, except materials or items for which direct payment is otherwise provided. This item also includes all work required to bring the roadway to the proper subgrade elevation and density along the entire cross section with a uniform surface free of debris. The removal of all obstructions within the limits of the project, including foreslopes and backslopes shall be included in this item. Contractor shall be responsible for obtaining additional suitable borrow material as required to complete construction. There will be no payment for overhaul. This item includes cutting, loading, hauling and disposal of all unsuitable materials; scarification, moisture-conditioning, and recompaction, as required; below grade excavation, borrow and hauling, placing, forming, drying, watering, compaction of fill material, and related work as specified herein. 9 Excavation, Class 10, Unsuitable or Unstable Material (CY) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for excavation of unsuitable or unstable material. This item will be paid based on the estimated quantity of cubic yards of excavation. Work includes all excavation from the existing ground surface to the subgrade elevation. This item is to be used only at the direction of the Engineer. The measured quantity may vary up to 100% with no unit price adjustment 10 Excavation, Class 20 (CY) -The unit price shall be full compensation for furnishing all materials and labor for excavating and handling of soil necessary for installation of the reinforced concrete box culverts. The payment for class 20 excavation is limited to construction of the reinforced concrete box culvert structures only. This item will be paid based on the plan quantity of cubic yards of excavation. 11 Topsoil, Strip, Salvage & Spreading (CY) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to strip, salvage and spread topsoil. This item will be paid based on the plan quantity of cubic yards of topsoil stripped, salvaged and spread. Included with this item is all work required to remove topsoil from cuts, or areas to be covered by fill, preparation of vegetation, and hauling, depositing and spreading the topsoil on areas to be seeded. Also included is mowing, plowing, blading, disking, stockpiling, finish grading, and related work as specified. 12 Topsoil, Furnish and Spread (CY) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to furnish and spread topsoil. This item will be paid based on the plan quantity of cubic yards of topsoil furnished and spread. Included with this item is all work required to haul, deposit and spread the topsoil on areas to be seeded. Also included is mowing, plowing, blading, disking, stockpiling, finish grading, and related work as 01025 - 3 ~~ -- ~', -__ ~; +~ roadway and borrow excavation. This item will be paid baseds~n-#he'~4an ' ~ , quantity of cubic yards of excavation. Work includes all excavativrrfirom_#he '-` exisf g ground surface to the subgrade for the pavement, and excal~atior=!for borro where so ordered; excavation for shoulders, slopes, op~~ ~har11'i'el ditche ,intersections, and approaches, all in conformity with alignr~,ent gras and pr cribed cross-sections above the finish grade; and removal and disposal of all m terials, except materials or items for which direct payment is otherwise provided. This item also includes all work required to bring the roadway to the proper su grade elevation and density along the entire cross section with a uniform su ace free of debris. The removal of all obstructions within the limits of ~' the project, ' eluding foreslopes and backslopes shall be included in this item. Contractors II be responsible for obtaining additional suitable borrow material as required to omplete construction. There will be no payment for overhaul. ~ This item inclu es cutting, loading, hauling and disposal of all uns ' ble materials; scarifi ation, moisture-conditioning, and recompaction, as r quired; below grade exca ation, borrow and hauling, placing, forming, dryin ,watering, compaction of fill aterial, and related work as specified herein. 9 Excavation, Class 10 Unsuitable or Unstable Material (C -The unit price shall be full compensation r furnishing all materials, labor d equipment necessary for excavation of unsu able or unstable material. is item will be paid based on the estimated qua ity of cubic yards of cavation. Work includes all excavation from the exis 'ng ground surface t e subgrade elevation. This item is to be used o ly at the dir ion of the Engineer. The measured quantity may vary up to 10 o with no nit price adjustment 10 Excavation, Class 20 (CY) a unit price shall be full compensation for furnishing all materials and I r for excavating and handling of soil necessary for installation of the reinfor d ncrete box culverts. The payment for class 20 excavation is limited to~onstru ion of the reinforced concrete box culvert structures only. This item will be p id based on the plan quantity of cubic yards of excavation. ~'~~ 11 Topsoil, Strip,,.:~Salvage & Spreadin (CY) -The unit price shall be full compensation'' for fumishing all materi ,labor and equipment necessary to strip, salvage and spread topsoil. This ' em will be paid based on the plan quantity,etf cubic yards of topsoil stripped, Ivaged and spread. Included with this ite~i is all work required to remove topso from cuts, or areas to be covered by fikl, preparation of vegetation, and haulin depositing and spreading the topsoil on areas to be seeded. Also include is mowing, plowing, blading, disking, stockpiling, finish grading, and related wor as specified. 12 Topsoil, Furnish and Spread (CY) -The unit price sha be full compensation for furnishing all materials, labor and equipment necessa to furnish and spread topsoil. This item will be paid based on the plan qua ity of cubic yards of topsoil furnished and spread. Included with this item is all rk required to haul, deposit and spread the topsoil on areas to be seeded. Also i luded is mowing, plowing, blading, disking, stockpiling, finish grading, and belated work as 01025 - 3 \ specified. Contractor shall be responsible for obtaining suitable borrow material as required to complete construction. 13 Earth Shoulder Finishing (STA) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to construct earth shoulders adjacent to pavement. Included is placement and consolidation of suitable materials adjacent, as well as minor or major reshaping and replacement of embankment material. Granular Material 14 Modified Subbase (Cl~ -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for placement of the modified subbase to the depth as specified. Included with this item is all work required supply, placement of specified material, finish grading and compaction of surface to required elevation. The special compaction of subgrade, as shown on the typical sections found in section B of the plans, shall be considered incidental to this item. The modified subbase material shall meet the requirements of Section 2115, -~ ~ with a gradation meeting the requirements of Section 4109, Gradation No. 14; .. __:~ . `~~ ~; .~~ ~=~ of the Iowa Department of Transportation Standard Specifications for Highway _. - - and Bridge Construction. .. x ._ 15 Granular Shoulder, Type A (TON) -The unit price shall be full compensation for _ _ the furnishing all materials, labor and equipment for placement of granular _._~ =~: shoulder. Payment for this item will be based upon the number of tons of `~--= { ~ specified rock used to construct granular shoulders at the specified widths and -- thicknesses and includes excavation to grade, subgrade preparation and compaction, subgrade treatments, and shoulder placement and compaction to required elevations. Any additional special shaping shall be considered incidental to this item. The granular shoulder material shall meet the requirements of Section 2121, with a gradation meeting the requirements of Section 4120.02; of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 16 Surfacing, Driveway, Class A Crushed Stone (TON) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for placement of the class 'A' road stone. Includes excavation to grade, subgrade preparation and compaction, supply and placement of specified rock, finish grading and compaction of surface. The driveway surfacing material shall meet the requirements of Section 2315, with a gradation meeting the requirements of Section 4120.04; of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 17 Granular Backfill (TON) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for placement of the granular backfill. The payment for granular backfill is limited to construction of the reinforced concrete box culvert structures only. 01025 - 4 lJ ~ ~,?. speci d. Contractor shall be responsible for obtaining suitable k5t~'~siw m'a3terial as req 'red to complete construction. ~"`' ~~ 13 Earth Sh ulder Finishing (STA) -The unit price shall be full com{~ersatio~for furnishing II materials, labor and equipment necessary to con~tt~ct q.~tth shoulders a jacent to pavement. Included is placement and con'sflfidatioa~.of suitable ma rials adjacent, as well as minor or major resl~faping ~d replacement embankment material. /~ Granular Material 14 Modified Subba (Clr7 -The unit price shall be full compensation r furnishing all materials, lab r and equipment necessary for placement the modified subbase to the depth as specified. Included with this item i all work required supply, placement`s of specified material, finish grading nd compaction of surface to required `elevation. The special compaction subgrade, as shown on the typical secti~ns found in section B of the pl s, shall be considered incidental to this item., ~; ~; The modified subbas material shall meet the equirements of Section 2115, with a gradation meeti the requirements o ection 4109, Gradation No. 14; of the Iowa Department of Transportation andard Specifications for Highway and Bridge Construction. 15 Granular Shoulder, Type A (TON) - e unit price shall be full compensation for the furnishing all material labor and equipment for placement of granular shoulder. Payment for thi ite will be based upon the number of tons of specified rock used to constr granular shoulders at the specified widths and thicknesses and includes cavation to grade, subgrade preparation and compaction, subgrade tre me ts, and shoulder placement and compaction to required elevations. y ad itional special shaping shall be considered incidental to this item. The granular shou er material s all meet the requirements of Section 2121, with a gradation eeting the req irements of Section 4120.02; of the Iowa Department of ransportation Stan rd Specifications for Highway and Bridge Construction. _ 16 Surfacing, nveway, Class A Crushed tone (TON) -The unit price shall be full compen tion for furnishing all materi s, labor and equipment necessary for placem,~nt of the class `A' road stone. I cludes excavation to grade, subgrade prepa tion and compaction, supply an placement of specified rock, finish gracjil~ig and compaction of surface. Th~~ driveway surfacing material shall meet the requirements of Section 2315, w,ifh a gradation meeting the requirements of Section 4120.04; of the Iowa ,©epartment of Transportation Standard Speci cations for Highway and Bridge i' Construction. 7 Granular Backfill (TON) -The unit price shall be fu compensation for furnishing all materials, labor and equipment necessary for lacement of the granular backfill. 01025 - 4 The granular backfill shall be class A granular material meet the requirements of Section 4102.04 and 4109.02 (gradation #11), of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, as specified. 18 Revetment, Class E (TON) -The unit price shall be full compensation for furnishing all materials and labor for installing revetment stone as shown on the plans. The stone shall be placed on engineering fabric (incidental to item). Also included is subgrade preparation and shaping, and provisions to keep rock from being contaminated with soil during subsequent construction activities. Portland Cement Concrete Paving 19 Pavement, Standard or Slip-Form P.C.Concrete Class C, 9 in. (SY) -The unit price shall be full compensation for furnishing material and labor for mix design, supplying to site, testing, preparing base, forming and reinforcement, placing with integral curb & gutter, floating and finishing, curing, jointing and joint sealing. Included with this item are all materials, labor, and equipment to determine pavement smoothness for mainline pavement and provide for -~ surface correction, as specified. ~- r. ~ `" ~' = Contractor may use the maturity method of testing to determine the strength of . - ~' ;-~ i ~~ ~~.~ ~ `-~' Portland Cement Concrete, as specified. J-,: - ~ " _ 20 Curb & Gutter, P.C.Concrete, 2.5 Ft. (LF) -The unit price shall be full -- compensation for furnishing all materials, labor and equipment necessary for _ _;. r=~_ placement of the Portland Cement Concrete curb and gutter at specified widths ~_ ~ C% and thickness. Included with this item are mix design, excavation required for J ~ placement of curb and gutter, forming and reinforcement, supply, placement and finishing of concrete, curing, jointing and joint sealing, and backfilling. 21 Drives, P.C.Concrete, 6 in. (SY) -The unit price shall be full compensation for furnishing material and labor for mix design, supplying to site, testing, preparing base, forming and reinforcement, placing, floating and finishing, curing, jointing and joint sealing. 22 Sidewalk, P.C.Concrete, 4 in. (SY) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for placement of the Portland Cement Concrete sidewalk to the depth as specified. Included with this item are the mix design, subgrade preparation and compaction, subgrade treatments, forming, jointing and backfilling at form lines. 23 Sidewalk, P.C.Concrete, 6 in. (SY) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary for placement of the Portland Cement Concrete sidewalk to the depth as specified. Included with this item are the mix design, subgrade preparation and compaction, subgrade treatments, forming, finishing, curing, jointing and backfilling at form lines. 24 Sidewalk, PCC Curb Ramp w/ Truncated Domes (SY) -The unit price shall be full compensation for fumishing all materials, labor and equipment necessary for placement of the PCC curb ramp with truncated domes to the depth as 01025 - 5 .,~, j ~.._, r-, The ranular backfill shall be class A granular material meet the requiremei~s of - Secti 4102.04 and 4109.02 (gradation #11), of the Iowa D;e~hartme~', of Transp rtation Standard Specifications for Highway and Bridge Con~t~r~ctior~~yas ~__+ specifie - - '= ~ ~ 18 Revetme Class E (TON) -The unit price shall be full comp~jisation^~or furnishing II materials and labor for installing revetment stone as shown on`t1~e plans. The tone shall be placed on engineering fabric (incidental to item). Also included is s bgrade preparation and shaping, and provisions to kelp rock from being contam ated with soil during subsequent construction activities. Portland Cement Conc ete Paving ,~ 19 Pavement, Sta and or Slip-Form P.C.Concrete Class C in. (SY) -The unit price shall be ful compensation for furnishing material d labor for mix design, supplying to site, testing, preparing base, forming d reinforcement, placing with integral curb & gutter, floating and finishin ,curing, jointing and joint sealing. Included with this item are all mate ' Is, labor, and equipment to determine paveme t smoothness for main ' e pavement and provide for surface correction, a specified. ~ Contractor may use th maturity metho of testing to determine the strength of Portland Cement Conc te, as specifie . 20 Curb & Gutter, P.C.Co Crete, 2 Ft. (LF) -The unit price shall be full compensation for furnishi g all aterials, labor and equipment necessary for placement of the Portland a nt Concrete curb and gutter at specified widths and thickness. Included wi this item are mix design, excavation required for placement of curb and gu r, forming and reinforcement, supply, placement and finishing of concrete, uri ,jointing and joint sealing, and backfilling. 21 Drives, P.C.Concrete in. (S -The unit price shall be full compensation for furnishing material d labor for ix design, supplying to site, testing, preparing base, forming an reinforcement, lacing, floating and finishing, curing, jointing and joint sealingA%~ r'F 22 Sidewalk, P.G.'Concrete, 4 in. (SY) - e unit price shall be full compensation for furnishing ail materials, labor and eq ipment necessary for placement of the Portland ,dement Concrete sidewalk t the depth as specified. Included with this item` are the mix design, subgrade reparation and compaction, subgrade treatments, forming, jointing and backfillin at form lines. 23 Sidewalk, P.C.Concrete, 6 in. (SY) -The it price shall be full compensation far furnishing all materials, labor and equipm t necessary for placement of the ,Portland Cement Concrete sidewalk to the d th as specified. Included with 'this item are the mix design, subgrade prepara 'on and compaction, subgrade '~ treatments, forming, finishing, curing, jointing and ackfilling at form lines. 24 Sidewalk, PCC Curb Ramp w/ Truncated Domes (S -The unit price shall be full compensation for furnishing all materials, labor an equipment necessary for placement of the PCC curb ramp with truncated mes to the depth as specified. Included with this item are the mix design, su rade preparation and 01025 - 5 specified. Included with this item are the mix design, subgrade preparation and compaction, subgrade treatments, forming, concrete placement and finishing, curb ramps and truncated domes, curing, jointing, and backfilling at form lines. Hot Mix Asphalt Paving 25 Pavement, HMA, 6 in. (TON) -The unit price shall be full compensation for furnishing materials, labor, and equipment necessary for sampling and testing, supplying to the site, preparing base, placement, compaction, and removal of excess material. Includes mix design, asphalt cement, primer and tack coat. The asphalt cement concrete mixture shall be a base course '/s" mix with a performance graded asphalt binder, PG 64-22. The mix shall also meet the requirements of Section 2303, of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, as specified. 26 Driveway, HMA, 6 in. (SY) -The unit price shall be full compensation for furnishing materials, labor, and equipment necessary for sampling and testing, ~~ supplying to the site, preparing base, placement, compaction, and removal of -. ,.r. excess material. Includes mix design, asphalt cement, primer and tack coat. r •*4,j - `-` The asphalt cement concrete mixture shall be a '/z" commercial mix with a _-_ - performance graded asphalt binder, PG 64-22. The mix shall also meet the t requirements of Section 2303, of the Iowa Department of Transportation - Standard Specifications for Highway and Bridge Construction, as specified. -- S~oh[n Sewer System u 27-31 Aprons, Concrete, 18, 24, 30, 36 & 42 (equivalent arch) in. Dia. (EACH) -The unit price shall be full compensation for fumishing all materials and labor for installation of pipe aprons and appurtenances of the given type including excavation, sheeting and shoring, dewatering, bedding, backfill, compacting and other miscellaneous related work. Also includes apron toe wall, pipe connectors and apron guards as detailed on plans. 32 Subdrain, Longitudinal, 4 in. Dia. (LF) - The unit price shall be full compensation for furnishing all materials and labor for installing subdrain of the given type and diameter with appurtenances. Includes trench excavation, disposal of excess excavated material, fumishing and placing plugs, elbows, tees, grouted joints, special connections, drilling or forming into drainage facilities, furnishing and placing porous bedding, backfill and finishing the surface as directed by the Engineer. Pipe and fittings shall be Polyvinyl Chloride (PVC) corrugated pipe manufactured by Contech Construction Products, Model: A-2000, Advanced Drainage Systems, Model: ADS N-12 or Hancor, Model: HI-Q as specified. 33 Subdrain Cleanout (EACH) -The unit price shall be full compensation for installing subdrain cleanouts as detailed in section B of the project plans. Includes trench excavation, disposal of excess excavated material, pvc sleeve, frame and cover, Portland Cement Concrete pad, reinforcing, expansion 01025 - 6 compaction, subgrade treatments, forming, concrete placement~d finis~ing, curb ramps and truncated domes, curing, jointing, and backfilling ~#~ lines. - w, ,: Hot Mix Asphalt Pavin ~ : `=' 25 Pavement, HM , 6 in. (TON) -The unit price shall be full com~erasetior~:-,for _' furnishing mater Is, labor, and equipment necessary for samplin~~nd testing, supplying to the ite, preparing base, placement, compaction, ant~rreilaov~ll' of excess material. I~, cludes mix design, asphalt cement, primer and f~l~~coai~~; The asphalt cement concrete mixture shall be a base course '/~' mix with a performance gradec~,asphalt binder, PG 64-22. The mix shall also meet the requirements of Seddon 2303, of the Iowa Department qf' Transportation Standard Specificatio for Highway and Bridge Constructioru''as specified. 26 Driveway, HMA, 6 in. (SY) -The unit price shall be/full compensation for furnishing materials, lab r, and equipment necessary, r sampling and testing, supplying to the site, pr paring base, placement, c paction, and removal of excess material. Include mix design, asphalt cem nt, primer and tack coat. The asphalt cement conc ete mixture shall a '/s°' commercial mix with a performance graded asph~t binder, PG 64 2. The mix shall also meet the requirements of Section 03, of the I wa Department of Transportation Standard Specifications for ghway and ridge Construction, as specified. Storm Sewer System 27-31 Aprons, Concrete, 18, 24, 30, 6 42 (equivalent arch) in. Dia. (EACH) -The unit price shall be full compe tion for furnishing all materials and labor for installation of pipe aprons d appurtenances of the given type including excavation, sheeting and sh ring, ewatering, bedding, backfill, compacting and other miscellaneous relate~f work. Iso includes apron toe wall, pipe connectors and apron guards as det~led on pl s. 32 Subdrain, Longitudinal, 4 in. Dia. (LF) - The unit price shall be full compensation for f~r`nishing all materi Is and labor for installing subdrain of the given type and diameter with appu enances. Includes trench excavation, disposal of excels excavated material, furnishing and placing plugs, elbows, tees, grouted ~~oints, special connectio ,drilling or forming into drainage facilities, furnishing and placing porous edding, backfill and finishing the surface as directed by the Engineer. Pipe and fittings shall be Polyvinyl Chloride (P )corrugated pipe manufactured by Contech Construction Products, Model: A-2000, Advanced Drainage Systems, Model: ADS N-12 or Hancor, del: HI-Q as specified. 33 Subdrain Cleanout (EACH) -The unit price shall b~ full compensation for installing subdrain cleanouts as detailed in section B f the project plans. Ircludes trench excavation, disposal of excess excavated aterial, pvc sleeve, frame and cover, Portland Cement Concrete pad, reinforcing, expansion j' material, furnish and placing of porous bedding, backfilling and finishing the surface as directed by the Engineer.. 01025 - 6 material, furnish and placing of porous bedding, backfilling and finishing the surface as directed by the Engineer.. 34 Subdrain, CMP Outlet (RF-19C), 6 in. Dia. (EACH) 35 Subdrain, CMP Outlet (RF-19E), 6 in. Dia. (EACH) The unit price shall be full compensation for furnishing all materials and labor for installing corrugated metal pipe subdrain outlets and appurtenances of the give type. Includes rodent guards, grouted joints and special connections, drilling or forming into a existing drainage facility, and associated excavation, backfill with specified material and restoration of surface. Construction of the subdrain outlets shall be in accordance to the Iowa Department of Transportation Standard Road Plan RE-19C or RE-19E unless otherwise noted. -~ 36 Intake, RA-40 (EACH) -' `~7 Intake, RA-40, Top and Throat Only (EACH) ~,-_- ~~' `~= x.38 Intake, RA-43 (EACH) `'~~ .~ - --38 Intake, RA-43, Top and Throat Only (EACH) '-~- ~ ~ ;^40 Intake, RA-61 (EACH) -~=-= - ~ 41 Intake, RA-63 (EACH) j ,, •--- __- .-42 Intake, RA-70 (EACH) {~ -~ The unit price shall be full compensation for furnishing all materials and labor for r ~_,~_ constructing intakes of the given type including casting frame and lid, concrete ` ~ fillet, excavation, sheeting and shoring, dewatering, bedding, backfill, compacting and other miscellaneous related work. 43 Storm Sewer Utility Access, RA-49, Modified (EACH) 44 Storm Sewer Utility Access, RA-50, 48 in. dia. (EACH) 45 Storm Sewer Utility Access, RA-50, 60 in. dia. (EACH) The unit price shall be full compensation for furnishing all materials and labor for constructing manholes of the given type including casting frame and lid, concrete fillet, excavation, sheeting and shoring, dewatering, bedding, backfill, compacting and other miscellaneous related work. Refer to RA-49, Modified construction detail shown in section B of the project plans. 46-52 Sewer Pipe, 2000D Storm, 12, 15, 18, 24, 30, 36 & 42 (equivalent arch) in. Dia. (LF) -The unit price shall be full compensation for furnishing all materials and labor for installing storm sewer pipe and appurtenances of the given type and diameter. Item includes trench excavation, sheeting and shoring, dewatering, bedding, backfill, compacting and other miscellaneous related work. The length of pipe installed shall be measured along centerline of pipe from inside wall to inside wall of structures. Pipe joints shall be bell & spigot with a rubber compression gasket joint conforming to ASTM C443, as specified. Reinforced Box Culverts (Single 10'x4' and Twin 8'x6') The reinforced concrete box culvert structure shall meet the requirements of Section 2415, of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, as specified. 01025 - 7 34 Sub rain, CMP Outlet (RF-19C), 6 in. Dia. (EACH) 35 Subd in, CMP Outlet (RF-19E), 6 in. Dia. (EACH) The u 't price shall be full compensation for furnishing all materials and labor for installin corrugated metal pipe subdrain outlets and appurtenances of the give type. In ludes rodent guards, grouted joints and special connections, drilling or forming i to a existing drainage facility, and associated excavation, backfill with specified aterial and restoration of surface. 36 37 38 39 40 41 42 Constructio of the subdrain outlets shall be in accordance to Department f Transportation Standard Road Plan RE-19C or RE-' otherwise not d. r,/ Intake, RA-40 ( CH) Intake, RA-40, p and Throat Only (EACH) Intake, RA-43 ( CH) Intake, RA-43, To and Throat Only (EACH) Intake, RA-61 (EA H; Intake, RA-63 (EA H; Intake, RA-70 (EAC ; The unit price shall constructing intakes fillet, excavation, sl compacting and other full compensation for the given type inclu (!eeting and shor' ~ ~hiscellaneous re tec ~." c~ . ~,_ ~. Iowa ,finless ~, ~. fishing all materials and labor for ng casting frame and lid, concrete dewatering, bedding, backfill, work. 43 Storm Sewer Utility Acc s, RA-49 odified (EACH) 44 Storm Sewer Utility Acce s, RA- , 48 in. dia. (EACH) 45 Storm Sewer Utility Acces , 50, 60 in. dia. (EACH) The unit price shall be full o pensation for furnishing all materials and labor for constructing manholes of the given type including casting frame and lid, concrete fillet, excavatio , s eeting and shoring, dewatering, bedding, backfill, compacting and other isce aneous related work. Refer to RA-49, Modified construction details wn ins ion B of the project plans. 46-52 Sewer Pipe, 200 Storm, 12, , 18, 24, 30, 36 & 42 (equivalent arch) in. Dia. (LF) -The uni price shall be fu compensation for furnishing all materials and labor for inst ling storm sewer p e and appurtenances of the given type and diameter. em includes trench a avation, sheeting and shoring, dewatering, bedding, ackfill, compacting and o er miscellaneous related work. The length of pipe ' stalled shall be measured long centerline of pipe from inside wall to inside all of structures. joints shall be bell & spigot wi~ a rubber compression gasket joint rming to ASTM C443, as specified. Reinforced Box Culverts (Single 10'x4' and Twin 2'x6') Ther.~inforced concrete box culvert structure shall eet the requirements of Section 2415, of the Iowa Department of Transportation Stand d Specifications for Highway and Budge Construction, as specified. i 01025 - 7 53 Structural Concrete (RCB Culvert) (CY) -The unit price shall be full compensation for furnishing all materials and labor necessary for the construction of the reinforced box culvert, including all formwork, joint materials, and finishing. 54 Reinforcing Steel (LBS) -The unit price shall be full compensation for furnishing all materials and labor necessary placing the reinforcement, ties, and supports as may be required to hold the reinforcement in proper position. 55 Ornamental Metal Railing (LF) -The unit price shall be full compensation for furnishing all materials and labor necessary for installation the ornamental metal railing, as specified. 56 Limestone Veneer, 4" Split Face (SF) - The unit price shall be full compensation for furnishing all materials and labor necessary for installation the limestone veneer, as specified. .. , Sar~#ary Sewer System ~_=~7 Utility Access, Sanitary, 48 in dia. (EACH) -The unit price shall be full _ . compensation for furnishing all materials and labor for installing manholes and appurtenances of the given type including excavation, sheeting and shoring, dewatering, bedding, backfill, compaction, crushed stone base, precast concrete adjusting rings, frame and cover and other miscellaneous related work including testing. ~~8 Sewer, Sanitary, (PVC Truss), 8 in. dia. (LF) -The unit price shall be full compensation for furnishing all materials and labor for installing sanitary sewer pipe and appurtenances of the given type and diameter. Includes trench excavation, sheeting and shoring, dewatering, bedding, backfill, compacting, fittings, and other miscellaneous related work including testing. The length of pipe installed shall be measured along centerline of pipe from center to center of structures. Also includes adapters, collars and tapping required for connections to dissimilar or existing pipes, manholes and other appurtenances. 59 Adjustment of Fixture, Sanitary Sewer Manhole (EACH) -The unit price shall be full compensation for furnishing all materials and labor to complete the work as indicated on the plans and in these specifications. Item includes replacement of frame and lid as specified on the plans. Water Mains and Appurtenances 60 Fire Hydrant Assemblies (EACH) -The unit price shall be full compensation for furnishing all materials and labor for installing hydrants and appurtenances as detailed on the plans. Includes bedding, concrete blocking, piping from the main to the hydrant, tie rods, bolts, tee, isolation valve and valve box, tracer wire, tracer wire terminal box, polyethylene sheeting/encasement and any extensions if required. 01025 - 8 53 Stru ural Concrete (RCB Culvert) (CY) -The unit price shall be ful comp nsation for furnishing all materials and labor necessary for e constr ction of the reinforced box culvert, including all formwork, oin materia ,and finishing. 54 Reinforcin Steel (LBS) -The unit price shall be full com nsation for furnishing II materials and labor necessary placing the rei rcement, ties, and support as may be required to hold the reinforcement i roper position. 55 Ornamental M tal Railing (LF) -The unit price shall full compensation for furnishing all terials and labor necessary for i allation the ornamental metal railing, as ecified. 56 Limestone Venee 4" Split Face (SF) The unit price shall be full compensation for f Wishing all materials d labor necessary for installation the limestone veneer as specified. Sanitary Sewer System 57 Utility Access, Sanita compensation for furnis appurtenances of the gig dewatering, bedding, b. concrete adjusting rings, work including testing. 58 Sewer, Sanitary, compensation for pipe and appurt 48 in 'a. (EACH) -The unit price shall be full ig all aterials and labor for installing manholes and 'n t e including excavation, sheeting and shoring, ill, compaction, crushed stone base, precast me and cover and other miscellaneous related ng all of th 8 in. dia. (LF) -The unit price shall be full excavation, sh ting and shorin fittings, and o er miscellaneous r pipe installe shall be measured alp of structur s. Also includes ad connecti s to dissimilar or existing Trials and labor for installing sanitary sewer ven type and diameter. Includes trench dewatering, bedding, backfill compacting, ated work including testing. The length of ~ g centerline of pipe from center to center a ers, collars and tapping required for pi s, manholes and other appurtenances. 59 Adjus~r4ient of Fixture, Sanitary Sewer Whole (EACH) -The unit price shall be f compensation for furnishing all mat ials and labor to complete the work as ,,indicated on the plans and in thes specifications. Item includes ret5lacement of frame and lid as specified on a plans. Water Njfains and Appurtenances 6Q'~ Fire Hydrant Assemblies (EACH) -The unit price sl l` for furnishing all materials and labor for installing by as detailed on the plans. Includes bedding, concrete ;~' main to the hydrant, tie rods, bolts, tee, isolation va ~ wire, tracer wire terminal box, polyethylene sheeti /f extensions if required. 01025 - 8 II be full compensation nts and appurtenances locking, piping from the and v e boxzracer ~/ casip..pt a~ any ,, _. _._ r,, -- - r:~ :;; 61 Gate Valve and Valve Box, 6 in. (EACH) 62 Gate Valve and Valve Box, 12 in. (EACH) The unit price shall be full compensation for furnishing all materials and labor for installing water main valves and appurtenances of given type and size. Items include bedding, concrete blocking, gland rings, gaskets, tie rods, bolts, valve box and lid, polyethylene encasement, and extension if required. 63 Water Main, Ductile Iron, 6 in. (LF) 64 Water Main, Ductile Iron, 12 in. (LF) The unit price shall be full compensation for furnishing all materials and labor for installing water main pipe and appurtenances of the given type and diameter. Includes trench excavation, sheeting and shoring, dewatering, bedding, backfill, compacting, gaskets, bolts, polyethylene encasement, tracer wire and other miscellaneous related work including testing. Also includes restrained joint pipe as specified on plans. 65 Water Main Fittings (LBS) - The unit price shall be full compensation for furnishing all materials and labor for installing water main fittings and appurtenances of given type and size. Gaskets, gland rings and bolts are not included in the weight and are considered incidental to the fitting. The weight of a fitting is defined by the ,~. specified weight of the AWWA C110/C153 fitting or manufacturers equivalent --, Z standard. =- y.... ._ :_.... --_- _ -;''~t~6 12 in x 6 in Ductile Iron Tapping Sleeve w/ 6 in valve (EACH) - I--- `~ =_ ::=k~7 12 in x 12 in Ductile Iron Tapping Sleeve w/ 12 in valve (EACH) - -_ _- ; -~ ; The unit price shall be full compensation for furnishing all materials and labor -- for installing tapping sleeve & valve and appurtenances of given type and ~_.~._ ~:~ ;_ ~ size. Item includes bedding, concrete blocking, gland rings, gaskets, tie rods, 1 bolts, valve box and lid, and extension if required. ;:~ - 68 Boring and Steel Casing Pipe, 24 in. dia. (0.375 wall thickness) (LF) -The unit price shall be full compensation for furnishing all materials and labor for installing steel casing pipe and appurtenances of the given type and diameter. Item includes trench excavation, sheeting and shoring, dewatering, bedding, backfill, compacting, wood casing skids w/ stainless steel straps, capping of ends with concrete or grout and other miscellaneous work. The furnishing and installation of the carrier pipe will be paid for under the water main bid item. 69 Adjustment of Fixture, Valve Assembly (EACH) -The unit price shall be full compensation for furnishing all materials and labor for adjustment of valve assemblies, as indicated on the plans and in these specifications. Item includes appurtenances, bedding, tie rods, bolts and any extensions if required. 70 Relocate Hydrant Assembly (EACH) - The unit price shall be full compensation for furnishing all materials and labor for relocation of a fire hydrant, as indicated on the plans and in these specifications. Item includes 01025 - 9 :._~> .~ __., _,~ 1 _ ,`~ ,_._ .___ ,~ Gate Valve and Valve Box, 6 in. (EACH) - F~ Gate Valve and Valve Box, 12 in. (EACH) The unit price shall be full compensation for furnishing all material~`;and`~labor for installing water main valves and appurtenances of given te~and `fie. terns include bedding, concrete blocking, gland rings, gaskets, ti~;rods, kis, ~@Ive box and lid, polyethylene encasement, and extension if required. 63 Wa r Main, Ductile Iron, 6 in. (LF) 64 Wat Main, Ductile Iron, 12 in. (LF) The u it price shall be full compensation for furnishing all materials and la r for ins Iling water main pipe and appurtenances of the given typ and diamete Includes trench excavation, sheeting and shoring, de tering, bedding, ackfill, compacting, gaskets, bolts, polyethylene encase nt, tracer wire and her miscellaneous related work including testing. so includes restrained j 'nt pipe as specified on plans. 65 Water Main Fi ings (LBS) - The unit price all be full compensation for furnishing II materials and labor for installing wa er main fittings and appurtenance of given type and size. Gaskets, gland ings and bolts are not includ in the weight and are considered incide tal to the fitting. The weigh of a fitting is defined by the specified weight of he AWWA C110/C153 fi ' g or manufacturers equivalent standard. 66 12 in x 6 in Tapping S eve w/ 6 in valy (EACH) - 67 12 in x 12 in Tapping S eve w/ 12 i alve (EACH) - The unit price shall be f II compe ation for furnishing all materials and labor for installing tapping sle ve & Ive and appurtenances of given type and size. Item includes beddi , c ncrete blocking, gland rings, gaskets, tie rods, bolts, valve box and lid, an ension if required. 68 Boring and Steel Casin Pip , 24 in unit price shall be full ompen ation installing steel Casin pipe and purl Item includes tren excavation, he backfill, compa g, wood casing k ends with concrete or grout and oth . dia. (0.375 wall thickness) (LF) -The for furnishing all materials and labor for enances of the given type and diameter. eting and shoring, dewatering, bedding, ids w/ stainless steel straps, capping of miscellaneous work. The furnisl~tng and installation of the~arrier pipe will be paid for under the water maid bid item. \ F 69 Adjus#ment of Fixture, Valve Assembly ( CH) -The unit price shall be full compensation for furnishing all materials d labor for adjustment of valve assemblies, as indicated on the plans an in these specifications. Item includes appurtenances, bedding, tie rods, olts and any extensions if ,,required. 70 ;', Relocate Hydrant Assembly (EACH) - The it price shall be full compensation for furnishing all materials and labo for relocation of a fire hydrant, as indicated on the plans and in these speci i ations. Item includes 01025 - 9 appurtenances, bedding, concrete blocking, piping from the main to the hydrant, tie rods, bolts, and any extensions if required. Special Construction 71 Temporary Access Road (SY) -The unit price shall be full compensation for furnishing materials, labor, and equipment necessary for the milling of the existing seal coat pavement, preparing base, placement, compaction, and removal. Included in this item is maintenance of the temporary access road for the duration of the project. 72 Modular Block Retaining Wall (SF) -The unit price shall be full compensation for furnishing all materials and labor for installation of the modular block retaining wall, as detailed on the plans. 73 Tree Protection (EACH) -The unit price shall be full compensation for fumishing all materials and labor for installation and maintenance of tree protection as _~ shown on the plans. Item includes posts, orange mesh fencing, accessories, °°- ~ attachments and installation. Also includes removal of tree protection upon ~`~ ~ - completion of the project. _;_: ~~ 74 Fence, Safety (STA) -The unit price shall be full compensation for furnishing all materials and labor for installation and maintenance of safety fence as shown on the plans. Item includes posts, orange mesh fencing, accessories, . - ~ -` attachments and installation. Also includes removal of fencing upon completion ~~~ of the improvements. 75 Temporary Field Fence (STA) -The unit price shall be full compensation for furnishing all materials and labor for installation and maintenance of temporary field fence (Type 47 -refer to Iowa Department of Transportation Standard Road Plan RC-8A & RC-86 for construction details) as shown on the plans. Item includes posts, brace panels & wires, fabric, splices, accessories, attachments and installation. Also includes removal and salvage of fencing upon completion of the improvements. 76 Relocation of Gate Key Opener (LS) -The unit price shall be full compensation for furnishing all materials, labor, and equipment necessary for the removal and reinstallation of the existing gate key opener. Item includes wiring, conduit and all other appurtenances necessary for the relocation. Erosion Control 77 Construction Erosion Control (LS) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to maintain erosion control during construction. Includes plan preparation, and all additional pollution control measures above and beyond other bid items listed that will be constructed and maintained by the Contractor based on the Contractor's Storm Water Pollution Prevention Plan. Measurement is based upon the quantity of control devices installed based on the Contractor's Storm Water Pollution Prevention Plan. Contractor shall submit a detailed Storm Water Pollution Prevention Plan for approval by the Engineer, prior to commencement of construction activities. 01025 - 10 appurtenances, bedding, concrete blocking, piping from th~_~_-'.ma, in 'te' the hydrant, tie rods, bolts, and any extensions if required. ~ = _: "i^ - ~,~ --- ;i I Construction `~ l~ ,-- _. 7 Temporary Access Road (Sly -The unit price shall be full comp~satieirs for furnishing materials, labor, and equipment necessary for the a~itlj'~ 'Q~;the` xisting seal coat pavement, preparing base, placement, co ~ ion,:~.~nd moval. Included in this item is maintenance of the temporary a ss ros~f for th duration of the project. 72 Mo lar Block Retaining Wall (SF) -The unit price shall b II compensation for furnis ing all materials and labor for installation of the odular block retaining wall, a detailed on the plans. 73 Tree Prot ion (EACH) -The unit price shall be II compensation for fumishing all material and labor for installation and intenance of tree protection as shown on th plans. Item includes posts, range mesh fencing, accessories, attachments d installation. Also incl es removal of tree protection upon completion oft project. 74 Fence, Safety (S ) -The unit pri shall be full compensation for furnishing all materials and labo for installati and maintenance of safety fence as shown on the plans. Ite includ posts, orange mesh fencing, accessories, attachments and insta ation. Also includes removal of fencing upon completion of the improvements. 75 Temporary Field furnishing all mats field fence (Type Road Plan RC- Item includes attachments a upon com Fenc TA) Trial an lab to 8 & RC-8B' sts, brace d installation. of the imoro~ The unit price shall be full compensation for for installation and maintenance of temporary Iowa Department of Transportation Standard construction details) as shown on the plans. inels & wires, fabric, splices, accessories, so includes removal and salvage of fencing 76 Relocatio of Gate Key Opener (LS -The unit price shall be full compensation for furnis ing all materials, labor, and quipment necessary for the removal and reinstal tion of the existing gate key o ever. Item includes wiring, conduit and all oth r appurtenances necessary forth relocation. Erosion Co rol 77 C nstruction Erosion Control (LS) -The unit rice shall be full compensation for f rnishing all materials, labor and equipme necessary to maintain erosion control during construction. Includes plan eparation, and all additional pollution control measures above and beyond of er bid items listed that will be constructed and maintained by the Contractor bas d on the Contractor's Storm / Water Pollution Prevention Plan. Measurement is sed upon the quantity of r' control devices installed based on the Contractor' Storm Water Pollution Prevention Plan. Contractor shall submit a detailed Storm Water Pollution `Prevention Plan for approval by the Engineer, prior to commencement of construction activities. 01025 - 10 Reference shall be made to "Iowa Construction Site Erosion Control Manual" for guidelines and procedures in reducing and preventing erosion. Partial payment for construction erosion control will be based on the estimated percentage of work completed at the time of submittal of the application for payment. Final payment will be made upon completion of all work on the project required by the contract; full payment will be made for this contract item, including any amount not paid as a partial payment. 78 Silt Fence (LF) -The unit price shall be full compensation for furnishing all materials, equipment, and labor for installing silt fence as specified on the plans. Installation shall be in accordance to the Iowa Department of Transportation Standard Road Plan RC-17. Included in this item is the removal and disposal once stabilization of all disturbed ground is achieved. Surface Restoration 79 Seeding, Fertilizing & Mulching (Urban Mix), (ACRE) -The unit price shall be full compensation for furnishing all materials and labor for seeding, fertilizing & mulching of given type. Includes preparation of topsoil, grading, preparing and scarifying substrate surface, seeding, mulch, fertilizer, watering and maintenance as specified, including cone-year guarantee. This item will be ~ ~,~. paid based on the plan quantity of acres of seeding, fertilizing & mulching. This <;, item shall be utilized as permanent erosion control following completion of ... = _ ~~-, construction activities. .__. -- 80 Stabilizing Crop -Seed, Fertilize, and Mulching (ACRE) -The unit price shall be v ._~ f I__` _ full compensation for furnishing all materials and labor for seeding, fertilizing & mulching of given type. This item includes preparation of topsoil, grading, ~--~ =y preparing and scarifying substrate surface, seeding, mulch, fertilizer, watering -. `~-} and maintenance as specified. This item shall be utilized as temporary erosion control when outside of the permanent seeding dates or as directed by the Project Engineer. 81 Field Fence, Iowa DOT Type 47 (STA) -The unit price shall be full compensation for furnishing all materials and labor for installation of field fence as shown on the plans. Item includes posts, brace panels & wires, fabric, splices, accessories, attachments and installation. The field fence shall meet the requirements of Section 2519 and,Section 4154, of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, as specified. 82 Fence, Channel Crossing, Type A (STA) -The unit price shall be full compensation for furnishing all materials and labor for installation of channel crossing fence, type A as shown on the plans. Item includes posts barbed wires, fabric, splices, accessories, attachments and installation. The channel crossing fence, type A shall meet the requirements of Section 2519 and Section 4154, of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, as specified. 01025 - 11 Reference shall be made to "Iowa Construction Site Erosion Control 11l~nuah for guidelines and procedures in reducing and preventing erosion. __ - ~•,> Partial payment for construction erosion control will be based on the estimated ercentage of work completed at the time of submittal of the appltpatio~;for yment. Final payment will be made upon completion of all.iNO,Fk or~~he pr 'ect required by the contract; full payment will be made for this ~ntract Vim, incl ding any amount not paid as a partial payment. '~ c~-+ 78 Silt Fe ce (LF) -The unit price shall be full compensation for furnishing all material ,equipment, and labor for installing silt fence ass cified on the plans. Installatio shall be in accordance to the Iowa Depart ent of Transportation Standard oad Plan RC-17. Included in this item is a removal and disposal once stabili tion of all disturbed ground is achieve . Surface Restoration 79 Seeding, Fertili ing & Mulching (Urban Mix (ACRE) -The unit price shall be full compensatio for furnishing all materi sand labor for seeding, fertilizing & mulching of give type. Includes prep ation of topsoil, grading, preparing and scarifying substr to surface, se ing, mulch, fertilizer, watering and maintenance as sp cified, includi a one-year guarantee. This item will be paid based on the pl n quantity acres of seeding, fertilizing & mulching. This item shall be utilize as pe anent erosion control following completion of construction activities. 80 Stabilizing Crop -Seed, ilize, and Mulching (ACRE) -The unit price shall be full compensation for f nis ing all materials and labor for seeding, fertilizing & mulching of given t e. T 's item includes preparation of topsoil, grading, preparing and scar' ying subs ate surface, seeding, mulch, fertilizer, watering and maintenan as specified. is item shall be utilized as temporary erosion control when o tside of the per anent seeding dates or as directed by the Project Engineer. 81 Field Fer}~e, Iowa DOT Type 47 STA) -The unit price shall be full compen tion for furnishing all material and labor for installation of field fence as shq+Wn on the plans. Item includes osts, brace panels & wires, fabric, splicq§, accessories, attachments and insta tion. Thy field fence shall meet the requirements of ection 2519 and Section 4154, c~ the Iowa Department of Transportation Stand d Specifications for Highway :-and Bridge Construction, as specified. ~2 Fence, Channel Crossing, Type A (STA) -The compensation for furnishing all materials and labor fo crossing fence, type A as shown on the plans. Item wires, fabric, splices, accessories, attachments and insta nit price shall be full installation of channel icludes posts barbed ;' The channel crossing fence, type A shall meet the requirements 2519 and Section 4154, of the Iowa Department of Transportatio Specifications for Highway and Bridge Construction, as specified. of Section n Standard 01025 - 11 83 Gate, Field Fence, 16-ft (EACH) -The unit price shall be full compensation for furnishing all materials and labor for installation of field fence gate, as shown on the plans. The field fence gate (1-1/2 inch diameter pipe) shall meet the requirements of Section 2519 and Section 4154, of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, as specified. 84 Fence, Wood Board, Remove and Reinstall (STA) 85 Fence, Split Rail, Remove and Reinstall (STA) 86 Fence, Chain Link, Remove and Reinstall (STA) The unit price shall be full compensation for furnishing all materials and labor for removal and reinstallation of existing fence as shown on the plans: Item includes replacement of existing materials, as necessary, for reinstallation of existing fence to previous or better condition. If necessary, the Contractor shall provide new fence materials at no additional cost to the project. The amount of fence to be removed shall be approved by the Engineer prior to the work. The field fence shall meet the requirements of Section 2519 and Section 4154, of the Iowa Department of Transportation Standard Specifications for Highway -=' .% and Bridge Construction, as specified. `,~ -- __~_ _' 87 Relocation of Mailboxes (EACH) -The unit price shall be full compensation for -- _ furnishing all materials and labor for relocation of the mailboxes (including - _..~ temporary relocation), as shown on the plans. Item also includes installation of - new posts of the same type and size as the existing posts. ~.=. Tr~fifc Control _ "`-88 Painted Pavement Markings, Durable -LPM 1200, (STA) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to install durable pavement markings as recommended by the manufacturer. This item includes pavement grooving, prep work, layout, supply and placement of durable paint and glass beads. Measurement will be based upon a 4-inch wide line (Refer to 'C' Sheets for tabulations). Durable pavement markings shall be in accordance to the Iowa Department of Transportation Materials IM 483.04 and Standard Specification 2527. 89 Painted Pavement Markings, Durable -LPM 1500, (STA) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to install durable pavement markings as recommended by the manufacturer. This item includes pavement grooving, prep work, layout, supply and placement of durable paint and glass beads. Measurement will be based upon a 4-inch wide line (Refer to `C' Sheets for tabulations). Durable pavement markings shall be in accordance to the Iowa Department of Transportation Materials IM 483.04 and Standard Specification 2527. 90 Painted Pavement Symbols, Durable -LPM 1500, (EACH) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to install durable painted symbols as recommended by the 01025 - 12 83 Gate .Field Fence, 16-ft (EACH) -The unit price shall be full compensation for furnis ing all materials and labor for installation of field fence gates,, ~s,shown on the pla - ~ _ _ _ ,_.., . The field nce gate (1-1/2 inch diameter pipe) shall me the re=q~iiremen#s of ; Section 25 and Section 4154, of the Iowa Depa ent of Trarspo~t~tion - Standard Sp ifications for Highway and Bridge Con coon, as is~ei~fiec~r, ~~. .: 84 Fence, Wood B ard, Remove and Reinstall (ST "`y ~~ 85 Fence, Split Rail, Remove and Reinstall (STA) 86 Fence, Chain Lin Remove and Reinstall (S A) The unit price shal be full compensation f furnishing all materials and labor for removal and reins allation of existing ence as shown on the plans. Item includes replaceme t of existing ma rials, as necessary, for reinstallation of existing fence to pre 'ous or better ndition. If necessary, the Contractor shall provide new fence m erials at n dditional cost to the project. The amount of fence to be removed s all be a roved by the Engineer prior to the work. The field fence shall me t t requirements of Section 2519 and Section 4154, of the Iowa Department Transportation Standard Specifications for Highway and Bridge Construction s specified. 87 Relocation of Mailb es ( CH) -The unit price shall be full compensation for furnishing all mat ials an labor for relocation of the mailboxes (including temporary reloc on), as sh non the plans. Item also includes installation of new posts of th same type a d size as the existing posts. Traffic Control ! 88 Painted avement Markings, urable -LPM 1200, (STA) -The unit price shall full compensation for urnishing all materials, labor and equipment nets sary to install durable p vement markings as recommended by the ma ufacturer. This item inclu s pavement grooving, prep work, layout, s ply and placement of durable aint and glass beads. Measurement will be ased upon a 4-inch wide line (Re r to `C' Sheets for tabulations). Durable pavement markings shall b in accordance to the Iowa Department of Transportation Materials IM 483.04 a d Standard Specification 2527. Painted Pavement Markings, Durable - shall be full compensation for furnishi necessary to install durable pavement manufacturer. This item includes pav supply and placement of durable paint an based upon a 4-inch wide line (Refer to 'C Durable pavement markings shall be in Transportation Materials IM 483.04 and LPM 1500, (STA) -The unit price all materials, labor and equipment markings as recommended by the ent grooving, prep work, layout, lass beads. Measurement will be ' heets for tabulations). ;e to the Iowa Department of Specification 2527. 90 Painted Pavement Symbols, Durable -LPM 1 ~0, (EACH) -The unit price shall be full compensation for furnishing all mat rials, labor and equipment necessary to install durable painted symbols ~s recommended by the 01025 - 12 manufacturer. This item includes pavement grooving, prep work, layout, supply and placement of durable paint and glass beads (Refer to `C' Sheets for tabulations). Durable pavement symbols shall be in accordance to the Iowa Department of Transportation Materials IM 483.04 and Standard Specification 2527. 91 Type A Signs, Sheet Aluminum (SF) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to install type A signs as shown on the project plans. 92 Posts, Steel (EACH) -The unit price shall be full compensation for furnishing all materials, labor and equipment necessary to install steel posts for type A `~ ~r signs. This item includes post anchor bases and all necessary hardware ~.;~ ~ _ (nuts, bolds, etc.) for sign installation. ,T ' --- - 93 Traffic Control (LS) -The unit price shall be full compensation for furnishing all ____ -- -- materials, labor and equipment necessary to control traffic during ..._._ ~_ ; - construction. This item includes furnishing, installing, maintaining, moving, ~~ - - = and relocating all traffic control devices including barricades, drums, lights, `-` "~ standard signs, flaggers, and uniformed officers. -~ _.; -- Partial payment for traffic control will be based on the estimated percentage of work completed at the time of submittal of the application for payment. Final payment will be made upon completion of all work on the project required by the contract; full payment will be made for this contract item, including any amount not paid as a partial payment. Mobilization 94 Mobilization (LS) - Mobilization shall consist of preparatory work and operations for all items under the contract, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; bonds and insurance; and for the establishment of all offices, buildings, and other facilities, which must be performed or costs incurred prior to beginning work on the various items on the project site. This item shall include demobilization costs. Nothing herein shall be construed to limit or preclude partial payments otherwise provided for by the contract. The proposal will have a lump sum item for Mobilization. The bidder will indicate his bid price in dollars, and this will be the contract price for this item. 1. Partial Payments. a. The Mobilization pay item shall not exceed five (5) percent of total construction costs. b. 50 percent of the original contract price for this item may be paid in the first payment application. The remainder of this item may be paid in the second and third payments (25 percent each). c. Payment for mobilization will not be made until a construction schedule and construction erosion control plan are submitted and approved. 01025 - 13 :~ . =. ~~.:x manufacturer. This item includes pavement grooving, prep in~oxk, la~aout, supply and placement of durable paint and glass beads (Refer..#o-'C' Sets_ for tabulations). ~.m~~ __ u\r'a~le pavement symbols shall be in accordance to the Iowa pe'~rtment of` Tr ns~ortation Materials IM 483.04 and Standard Specification ~~17` ":~ i7 ~•~ 91 Typ A Signs, Sheet Aluminum (SF) -The unit pric shall be full comp nsation for furnishing all materials, labor and equip ent necessary to install t pe A signs as shown on the project plans. 92 Posts, St el (EACH) -The unit price shall be full co pensation for furnishing all materia ,labor and equipment necessary to i tall steel posts for type A signs. This 'tem includes post anchor bases nd all necessary hardware (nuts, bolds, c.) for sign installation. 93 Traffic Control ( S) -The unit price shall full compensation for furnishing all materials, labo and equipment n cessary to control traffic during construction. Thi item includes fur fishing, installing, maintaining, moving, and relocating all affic control d ices including barricades, drums, lights, standard signs, flag rs, and unif med officers. Partial payment for tra c con of will be based on the estimated percentage of work completed at the t e f submittal of the application for payment. Final payment will be made u completion of all work on the project required by the contract; full payme will be made for this contract item, including any amount not paid as a rtia payment. Mobilization 94 Mobilization (LS) - Mobiliza 'on shall consist of preparatory work and operations fora items under t contract, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to he project site; bon sand insurance; and for the establishment of all office ,buildings, and other f cilities, which must be performed or costs incurred p or to beginning work on t e various items on the project site. This item sha include demobilization cost TIC proposal will have a lump sum item r Mobilization. The bidder will indicate his bid price in dollars, and this will be he contract price for this item. ;!i . Partial Payments. ;~'"+ a. The Mobilization pay item shall not ex eed five (5) percent of total construction costs. b. 50 percent of the original contract price fo this item may be paid in the first payment application. The remainder this item may be paid %r in the second and third payments (25 percent ea ). c. Payment for mobilization will not be made ntil a construction ,,~' schedule and construction erosion control plan a submitted and ,~~ approved. 01025 - 13 Nothi herein shall be construed to limit or preclude partial payments othe ise provided for by the contract. 2. Full Payment. Upon completion of all work on the project required by the contract, full payment will be made for this contract item, including any amount not paid as a partial payment Field Office 95 Field OfFce (LS) -This item will be measured and paid for at the lump sum contract price. This payment shall be considered full compensation for the supply and delivery of an on-site field office that meets the requirements outlined in section 2520 of the Iowa Department of Transportation Standard Specifications. Field office shall remain on site until completion of project, or as otherwise directed by the Engineer. END OF SECTION 01025 +'°-- 01025 - 14 2. ull Payment. Upon completion of all work on the project required by the contract, full ayment will be made for this contract item, including any amount not p id as a partial payment Field Office 95 Field Office LS) -This item will be measured,and paid for at the lump sum contract pric This payment shall be cons' ered full compensation for the supply and de ery of an on-site field off that meets the requirements outlined in secti 2520 of the Iowa D partment of Transportation Standard Specifications. F Id office shall re ain on site until completion of project, or as otherwise direct d by the En ' eer. END OF SECTI 01025 - _.. - . ~~, _. .~ , ._. ~~ ti~ ~= .. -,;, 01025 - 14 SECTION 01090 REFERENCE STANDARDS ;~ _, ~~ PART 1 GENERAL ~''' -- ice, 1.01 GENERAL --_ - _ ; 4 '. ~'. .. /` ^~ A. Titles of Sections and Paragraphs: Captions accompanying specificatiorectior}~,and paragraphs are for convenience of reference only, and do not form a part csf~ the Specifications. B. Applicable Publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements. C. Specialists, Assignments: In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the Contractor has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the Work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of contract requirements remains with the Contractor. 1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Without limiting the generality of other requirements of the Specifications, all work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents. 1. American Association of State Highway and Transportation Officials (AASHTO). 2. American Concrete Institute (ACI). 3. American Society for Testing Materials (ASTM). 4. Iowa Department of Transportation Standard Specifications (IDOT) and current Supplemental Specifications 5. American National Standards Institute (ANSI). 6. American Water Works Association (AWWA). 7. American Welding Society (AWS). 8. Federal Specifications (FS). 9. National Electrical Safety Code (NESC). 10. Iowa Occupational Safety and Health Act of 1972 (IOSHA). 01090 - 1 11. Manual of Accident Prevention in Construction by Associated General Contractors of America, Inc. (AGC). 12. American Disabilities Act (ADA). 13. Standards and Codes of the State of Iowa and the Ordinances of the City of Iowa City, Iowa. 14. Other Standards and Codes which may be applicable to acceptable standards of the industry for equipment, materials, and installation under the contract. B. In case of conflict between codes, reference standards, drawings and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the Engineer for clarification and directions prior to ordering or providing any materials or furnishing labor. The Contractor shall bid for the most stringent requirements. C. The Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein. D. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto. E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto. 1.03 REGULATIONS RELATED TO HAZARDOUS MATERIALS A. The Contractor is responsible that all work included in the Contract Documents, regardless if shown or not, shall comply with all EPA, OSHA, RCRA, NFPA, and any other Federal, State, and Local Regulations governing the storage and conveyance of hazardous materials, including petroleum products. B. Where no specific regulations exist, all chemical, hazardous, and petroleum product piping and storage in underground locations must be installed with double containment piping and tanks, or in separate concrete trenches and vaults, or with an approved lining which cannot be penetrated by the chemicals, unless waived in writing by the Owner. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION 01090 01090 - 2 -- - _~ l-• ... "9 _. , `,7 J _ -.~ SECTION 01310 PROGRESS AND SCHEDULES PART 1 -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 to residences and businesses is a high priority. Scheduling of work shall be planned with this in mind. 1.02 SUBMITTALS: A. The Contractor shall submit prior to the Pre-Construction meeting a detailed schedule of the proposed work with the controlling operation identified. The schedule shall include proposed dates and durations of street closings. Work may not begin until the schedule is approved by the Engineer. B. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART 2 -PRODUCTS None. ~ ~~' ~--, - PART 3 -EXECUTION `-~ s ___ _.., _ 3.01 MEETINGS PRIOR TO CONSTRUCTION: ~"`~ ~ ~ - ~~~ _ -_~ _ A. APre-Construction meeting will be held prior to beginning work. ~' ' `~' y cam; 3.02 PROGRESS OF WORK: A. Calendar Days for Completion and Final Payment 1. Work will be completed and ready for final payment within 230 Calendar Days, in accordance with the General Conditions. 2. Calendar Day count shall start on April 23, 2007 and continue through the completion of all work for Phases 2 & 3, excluding permanent seeding. If all work is complete and the Fall 2007 seeding is not available, per Iowa Department of Transportation Specifications, Calendar Day count shall be suspended through March 16, 2008. Calendar Day count shall resume on March 17, 2008 and continue until seeding operations are complete. 01310 - 1 B. C. Dates for Milestones 1. In addition to final completion times, there are Milestones by which certain work items must be completed. Milestone1: Completion of Phase 1 Including surface restoration and seeding Milestone 2: Completion of Phases 2 & 3 Excluding final seeding Milestone 3: Final Seeding Liquidated Damages August 31, 2007 ~~ ,~_:. '~ c_~: November 30, 200T ~' r., :.:~ March 31, 2Q0$ _- -_ ~, rt? Contractor and Owner recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not completed within the times specified in paragraph 3.02A above, plus any extensions thereof allowed in accordance with the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner $800 for each day that expires after the time specified in paragraph 3.02A until the Work is complete and ready for final payment. 2. Contractor and Owner recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Milestone Work is not completed by the Milestone dates specified in paragraph 3.026 above, plus any extensions thereof allowed in accordance with the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Milestone Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner $800 for each day that expires after the time specified in paragraph 3.026 until the Milestone Work is complete. 3. Separate sums of liquidated damages which will be assessed for each of the conditions described hereinbefore, and they shall be cumulative if multiple conditions have not been satisfied. D. No work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. E. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular) and the local businesses and residents. Access to businesses and residences shall be maintained at all times. -'~ _: 01310 - 2 F. Construction will proceed in phases. The particular phasing sequence is outlined in the project plans. Prior to advancing to the next phase or sub-phase, the existing phase or sub-phase shall be sufficiently complete to allow reopening to the public, as determined by the Engineer. G. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. H. The Contractor will become an active partner with the City in communicating with and providing information to concerned residents and businesses. 3.03 COORDINATION WITH UTILITIES: A. It is anticipated that utility conflicts will occur which cannot be taken care of ahead of time. The Contractor shall work closely with the utility companies to aid in these relocations to keep the project on schedule. END OF SECTION 01310 _ t.--~, Y ~~?} 01310 - 3 SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART 1 -GENERAL 1.01 SUMMARY: A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. 1.02 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. t~! LL~ -:. ~, C. Traffic Control Notes on project plans. ~ _ ~ ._ - F•. _~ ,, , :~ 1.03 SUBMITTALS: ~ ~"~ A. Submit a traffic control plan for all activities requiring traffic control ~rrot spe~cally ~~ addressed by the project plans. __~ F;, ;r ~> PART 2 -PRODUCTS 2.01 MATERIALS: 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. 2.02 EQUIPMENT: A. Portable generators may not be used to power traffic control devices within 300 feet of residential dwellings, including apartments, between the hours of 10:00 p.m. and 7:00 a.m. 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 11. General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. 01570 - 1 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. B. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 3.04 EXCAVATIONS: A. All excavations shall be fenced. 3.05 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. END OF SECTION 01570 (~ .~_a _~. ~• . . - ___- ~ '~ -_° -- i... 7 _ ~_.; ._ . 01570 - 2 SECTION 02050 DEMOLITIONS, REMOVALS AND ABANDONMENTS PART1-GENERAL 1.01 SUMMARY: 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 REFERENCES: A. IDOT Standard Specifications. 1.03 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. ~` J} 1.04 SUBMITTALS: - r, , =: ~~: _. A. Locations of disposal sites. ` ` ~ ~ PART 2 -PRODUCTS - - - ` ~~ .:- 2.01 MATERIALS: 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. 02050 - 1 Division 25. Miscellaneous Construction. Section 2510. Removal of Old Pavement. Section 2511. Removal and Construction of Portland Cement Concrete Sidewalks. Section 2515. Removal and Construction of Paved Driveways. Section 2516. Removal and Construction of Retaining Walls and Steps. 3.02 INSPECTION: 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 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 iri-~avery reasonable way and shall not be entitled to additional coensatisn for delays resulting from such relocations. - , - -- .,., B. Site Protection Measures 1. Refer to Traffic Control Sheets for details. ; __; _ _ l-ra 2. Barricade and fence open excavations or depressions resul~rg frorri~rork 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. Site Access Measures 02050 - 2 1. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 2. Contractor shall perform demolition and removal operations so as to maintain vehicular access to adjacent properties and businesses to the maximum extent possible. D. Disposals 1. No material or debris shall be buried within the project ytdr~,..,area , All _ unsuitable material resulting from demolitions and removals s~raN~be h~Uled _'~ to and disposed of at aContractor-furnished site approved b~c-the En~±eer or to the landfill. The Contractor shall pay the current tipping: fee a`~the " ~ , _., , landfill. `' ~. 4 ,. , 3.04 DEMOLITION AND REMOVALS: M~~ ,~;, Y ,-..1 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. 3. 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 as directed by the Engineer. END OF SECTION 02050 02050 - 3 SECTION 02100 SITE PREPARATION PART 1 -GENERAL 1.01 SUMMARY: A. Furnish labor, material, tools and equipment to prepare site as indicated and specified. 1.02 REFERENCES: A. IDOT Standard Specifications. PART 2 -PRODUCTS rJ ' None. ~ -. ._", -~~ _ - . r.~, c `:, PART 3 -EXECUTION - ,,. 3.01 TECHNIQUES: W ti ~ A. Except as amended in this document, the work in this section will cori`form with'the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2101. Clearing and Grubbing. Division 25. Miscellaneous Construction. Section 2519. Fence Construction. 3.02 EXISTING TREES, SHRUBS AND VEGETATION: A. All trees, shrubs and vegetation shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as directed by the Engineer. B. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. C. Contractor is responsible for damage outside the limits of construction, and for trees, shrubs and vegetation not designated for removal. The Contractor's liability for tree and shrub damage will be based on the appraised value, not replacement value, and shall include the cost of appraisal by a qualified arborist. 02100 -1 3.03 EXISTING STRUCTURES AND PROPERTY: A. Remove existing signs and posts within the construction area as directed by the Engineer. All permanent traffic signs will be removed, stored, and replaced by the City of Iowa City. Contractor shall provide 48 hour minimum advance notice for sign removal and for sign replacement. Permanent signs will be replaced prior to concrete pours. B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and store any unique supports for mailboxes. Restore mailboxes and their supports to their prior location and condition when road is reopened. 3.04 EXISTING FENCING: A. Only fencing designated by the Engineer shall be removed. B. Sections of fence removed for construction shall be replaced per the applicable bid item. If not addressed, replace with new materials. 3.05 EXISTING UTILITIES: A. Contact appropriate utility representative to verify the presence and location of buried utilities in the construction area. 3.06 EROSION CONTROL: A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion Control. END OF SECTION 02100 _.~ -.> ` - -~ - ~",, ', -, ~; :: y ,.-~ a,.~ __.- 02100 - 2 SECTION 02220 EARTH EXCAVATION, BACKFILL, FILL AND GRADING PART 1 -GENERAL 1.01 SUMMARY.• = ~, .. A. Excavating, placing, stabilizing and compacting earth, including trench and rock excavation, addition of borrow and backfill, disposal of excavated material, and topsoil, strip, salvage and spread. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698-91, unless noted otherwise. B. Borrow sites and materials shall be approved by the Engineer prior to use. PART 2 -PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. 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 21. Earthwork, Subgrades and Subbases. All sections Division 24. Structures. Section 2402. Excavation for Structures. 3.02 TOPSOIL: A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration and landscaping work. Strip topsoil to a uniform depth to provide sufficient quantity of material for placement of a minimum of 6 inches of topsoil for surface restoration and landscaping. Protect topsoil from mixture with other materials such as aggregate and from erosion. Removal of topsoil from the site is not permitted. 02220 - 1 SECTION 02220 EARTH EXCAVATION, BACKFILL, FILL AND GRADING PART 1 -GENERAL 1.01 SUMMARY: A. Excavating, placi ,stabilizing and compacting earth, including trench and ck excavation, additio of borrow and backfill, disposal of excavated materi ,and topsoil, strip, salvag and spread. 1.02 REFERENCES: A. IDOT Standard Specifi 1.03 QUALITYASSURANCE: A. Whenever a percentage ofl maximum density at optimu noted otherwise. B. Borrow sites and materials compaction is indicate or specified, use percent of moisture as Bete ned by ASTM D698-91, unless is be approv by the Engineer prior to use. PART 2 -PRODUCTS 2.01 MATERIALS: A. Granular backfill material sha}i'coi Specification Section 4120.x'4 and PART 3 -EXECUTION 3.01 TECHNIQUES: of Class A Crushed Stone, IDOT Standard ion 4109, Gradation No. 11. A. Except as amended in this document, the ork in this section will conform~nath the following divis}Ons and sections of the IDO Standard Specification .-_-; --~ F ., Diyrsion 21. Earthwork, Subgrades a Subbases. ~~ ~_~ ,.., v _ __ All sections _ ~, ~, Division 24. Structures. _ .. ,~~` Section 2402. Excavation for Stru ures. ~ ~ ' ~ ~. ~, 3.02 TOPSOIL: "-' A. :' Strip and stockpile topsoil from lawn, grass, and cro areas for surface restoration ~~ and landscaping work. Strip topsoil to a uniform depth o provide sufficient quantity of material for placement of a minimum of 6 inches of to soil for surface restoration and landscaping. Protect topsoil from mixture with they materials such as ~ aggregate and from erosion. Removal of topsoil from the ite is not permitted. 02220 - 1 3.03 DRAINAGE AND DEWATERING: A. Provide and maintain ample means and devices (including spare units kept ready for immediate use in case of breakdowns) to intercept and/or remove promptly and dispose properly of all water entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. B. Dispose of all pumped or drained water without undue interference to other work, or causing damage to pavements, other surfaces, or property. Provide suitable temporary pipes, flumes, or channels for water that may flow along or across the work site. C. Take all precautions necessary to prevent damage to the work by rain or by water entering the site, whether water entry be overland or by groundwater. 3.04 TRENCH EXCAVATION: A. General 1. Excavate trench by machinery to, or just below, designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools, just before placing pipe. Hand shape bell ~.,,~ holes and form a flat or shaped bottom, true to grade, so that pipe will have .~ ,.r a uniform and continuous bearing. Support on firm and undisturbed _ ~•,;~ __=_ material between joints, except for limited areas where use of pipe slings have disturbed bottom. ,._ _.._- ___ ~-- B - Protection .-_ 1. Barricade and fence open excavations or depressions resulting from work _, LL: ,. =-=` during non-working hours and when not working in immediate area. f~ ;t ~.,.i C. Trench Width 1. Make pipe trenches as narrow as practicable and safe. Make every effort to keep sides of trenches firm and undisturbed until backfilling has been completed and consolidated. 2. Excavate trenches with vertical sides between elevation of center of pipe and elevation 1 foot above top of pipe. 3. Refer to plans for allowable trench widths within the pipe envelope for various types, sizes and classes of pipe. 02220 - 2 3.03 DRAINAGE d~(VD DEWATERING: A. Provide d maintain ample means and devices (including spare units kept ready for imme to use in case of breakdowns) to intercept and/or remove promptly and dispose pr erly of all water entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appurtenances to be built therein have been mpleted to such extent that they will not be floated or otherwise damaged. B. Dispose of all p mped or drained water without undue interference to other work, or causing dam a to pavements, other surfaces, or property. Provide suitable temporary pipes, lumes, or channels for water that may flow along or across the work site. C. Take all precautions necessary to prevent damage to the work by rain or ;: •water entering the site, whe her water entry be overland or by groundwater - `, S` 3.04 TRENCH EXCAVATION: ~~~:~ ';~ A. General . 1. Excavate trench by achinery to, or just below, signated subgrade v~en pipe is to be laid in granular bedding or c Crete cradle, prt~rided f$~t material remaining at ttom of trench is on slightly disturbed. B C 2. Do not excavate lower ar pipe is to be laid directly o excavated by use of hand holes and form a flat or shat a uniform and continuous material between joints, e have disturbed bottom. Protection t of trenc s by machinery to subgrade when bottom trench. Remove last of material to be cols, ' st before placing pipe. Hand shape bell e ottom, true to grade, so that pipe will have eating. Support on firm and undisturbed ..e for limited areas where use of pipe slings 1. Barricade and f ce open excavat s or depressions resulting from work during non-w ing hours and when n t working in immediate area. Trench Width 1. Make ipe trenches as narrow as practica le and safe. Make every effort to ep sides of trenches firm and undist bed until backfilling has been c oleted and consolidated. 2. /Excavate trenches with vertical sides between l~levation of center of pipe and elevation 1 foot above top of pipe. Refer to plans for allowable trench widths within die pipe envelope for various types, sizes and classes of pipe. `..,i _., 02220 - 2 D. Trench Excavation in Fill 1. Place fill material to final grade or to a minimum height of 6 feet above top of pipe when pipe is to be laid in embankment or other recently filled areas. Take particular care to ensure maximum consolidation of material under pipe location. Excavate pipe trench as though in undisturbed material. c~. Excavation Near Existing Structures ~`'~ ~ _ Discontinue digging by machinery when excavation approaches pipes, _ __~ `_~" ~ conduits, or other underground structures. Continue excavation by use of hand tools. _, _ f ° . . -~ 2. Excavate exploratory pits when location of pipe or other underground r;,~~ ;4~-, ` ~ structure is necessary for doing work properly. ti F. r.~ Disposal of Unsuitable Soil 1. The Contractor shall notify the Engineer and Iowa Department of Natural Resources (DNR) if soil contamination is found or suspected during excavation. 2. Soil disposal and remediation method shall be an option outlined in the IDOT Construction Manual Section 10.22, and approved by the Iowa DNR and City. The Contractor is not to proceed with soil removal and remediation measures until instructed by the Engineer. 3. Disposal site to be provided by the Contractor and approved by the Engineer and Iowa DNR. 4. Contractor is responsible for completing and filing all necessary Federal, State and local government agency forms and applications. G. Care of Vegetation and Property 1. Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided. When required, they shall be performed smoothly and neatly without splitting or crushing. Trim injured portions by use of a chainsaw or toppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or torn edges on any roots 1" or larger in diameter or on any branches. Frayed edges shall be trimmed with a utility knife. Do not use tree paint or wound dressing. If conflicts with large roots and branches are anticipated, notify the Engineer. 3. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. 02220 - 3 LJ. ~l D. Trench Excavation in Fill `'' ~> ~~ _, 1. lace fill material to final grade or to a minimum height of 6 feet~,above-fop o ipe when pipe is to be laid in embankment or other recentlyfirl(ed arias. Ta a particular care to ensure maximum consolidation of m~e"rial urjc~r pipe oc~tion. Excavate pipe trench as though in undisturbed material. -' E. Excavation Ne`ar~Existinq Structures 1. Discontin digging by machinery when excavation approaches p' es, conduits, o ther underground structures. Continue excavation b se of hand tools. 2. Excavate expfor~tory pits when location of pipe or oth underground structure is necessary for doing work properly. ,, F. Disposal of Unsuitable Sol'I '', 1. The Contractor shall no ' y the Engineer an owa Department of Natural Resources (DNR) i soi contamination found or suspected during excavation. 2. Soil disposal and remediatic IDOT Construction Manual S and City. The Contractor remediation measures until ~ etp(od shall be an option outlined in the ~ 10.22, and approved by the Iowa DNR not to proceed with soil removal and rted by the Engineer. 3. Disposal site to be pr ideal by the Contractor and approved by the Engineer and Iowa D 4. Contractor is res nsible for compl ting and filing all necessary Federal, State and local vernment agency f ms and applications. G. Care of Vegetation d Property 1. Use exc eating machinery and cranes of suitable type and operate with caret prevent injury to trees, particul rly to overhanging branches and limb and underground root systems. 2. branch, limb, and root cuttings shall b avoided. When required, they hall be performed smoothly and neatly wi out splitting or crushing. Trim injured portions by use of a chainsaw or I peers for branches, or an ax when working with roots. Do not leave fray d, crushed, or torn edges on any roots 1" or larger in diameter or on any b anches. Frayed edges shall be trimmed with a utility knife. Do not use tree paint or wound dressing. If conflicts with large roots and branches are antic ated, notify the Engineer. 3. No construction materials and/or equipment a~e to be stored, piled, or parked within the trees' drip line. 02220 - 3 4. Excavators and loaders used on brick surfaces shall be limited to those with rubberized tracks or rubber tires. 5. Do not use or operate tractors, bulldozers, or other equipment on paved surfaces when treads or wheels can cut or damage such surfaces. 6. Restore all surfaces which have been damaged by the Contractor's operations to a condition at least equal to that in which they were found before work commenced. Use suitable materials and methods for restoration. 7. Aerate all grassed and planter areas compacted by construction activities. i"~ -° .$_. Utility lines, including drainage tiles, encountered shall be restored in one of c;„ == the following ways: -:; '- - '_-~ ~ a. Repair or otherwise reconnect the utility across trench after trench ~` has been backfilled, provided adequate drainage gradient is _- -~ maintained, if applicable. --:_ ,~; qti.. ~=-,; b. Connect drainage tiles to nearest storm sewer. The Contractor shall document the location and elevation of any utility lines encountered. The Contractor shall notify the Engineer whenever a utility is encountered and submit the proposed method of restoring the utility for review and approval. All utility repairs shall be made prior to backfilling the trench. H. Water Services 1. Permanent copper water service lines which are damaged (cut, nicked, bent, crimped, crushed, etc.) shall be replaced from the water main to the curb box with new copper service pipe, without any joints. The cost for this work shall be at the Contractor's expense. 2. In any excavation where existing lead or galvanized iron water services are in the excavation or disturbed area, the Contractor shall replace the existing lead or galvanized piping with new 1-inch or larger copper water service pipe from the water main to the curb box. The Contractor will be paid per the applicable bid item. If there is no bid item, the unit price for the replacement of the water service shall be negotiated prior to commence- ment of the work. 3. When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two hours. 4. Water service pipe shall be type k soft copper. 02220 - 4 4. cavators and loaders used on brick surfaces shall be limited to those wi rubberized tracks or rubber tires. 5. Do rl~ot use or operate tractors, bulldozers, or other equipment on paved surfa s when treads or wheels can cut or damage such surfaces. 6. Restore all surfaces which have been damaged by the Contractor' operatio to a condition at least equal to that in which they were f d before w rk commenced. Use suitable materials and metho for restoration. 7. Aerate all grassed and planter areas compacted by constru~(on activities. 8. Utility lines, incl ding drainage tiles, encountered shall a restored in one of the following wa a. Repair or herwise reconnect the uti ' across trench after trench has been ackfilled, provided a quate drainage gradient is maintained, i pplicable. b. Connect drainage tiles to neafest storm sewer. H. The Contractor shall doc~ encountered. The Contra encountered and submit review and approval. , All utility repairs made Water Services ~e location and elevation of any util+fy lines shall notify the Engineer wh'~rjever a-tr~ility is proposed method of restoring ~e utility for; "', _ r,,~ c~ -, -- rior to backfilling the trench. _ '- ;_ - ~~ -- ,:, = r~~ .~ 1. Permanent c pper water service li es which are damaged (cut, nicked, bent, crimp d, crushed, etc.) shall b replaced from the water main to the curb box ith new copper service pipe, without any joints. The cost for this work sh I be at the Contractor's expens . 2. Ina excavation where existing lead or g vanized iron water services are in a excavation or disturbed area, the ontractor shall replace the e sting lead or galvanized piping with new T-inch or larger copper water ervice pipe from the water main to the curb bpx. The Contractor will be paid per the applicable bid item. If there is no bid item, the unit price for the replacement of the water service shall be negotia#ed prior to commence- ment of the work. When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two hours. 4. Water service pipe shall be type k soft copper. 02220 - 4 3.05 ROCK EXCAVATION: A. Rock excavation will be considered Class 12 Excavation as defined in IDOT Standard Specification Section 2102.02. B. Explosives shall not be used for rock excavation. 3.06 BACKFILLING: A. General 1. Do not place frozen materials in backfill or place backfill upon frozen material. Remove previously frozen material or treat as required before new backfill is placed. B. Backfilling Excavations 1. Begin backfilling as soon as practicable and proceed until complete. 2. Material and Compaction a. Paved Areas: Under and within 5 feet of paved surfaces, including streets and driveways, backfill shall be Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density. `Y' ~~" The top 12 inches directly below paved surfaces shall be Class A ~;,, _ -= crushed stone compacted to 98% Standard Proctor Density. If . ~ -- under pavement, backfill to bottom of the subgrade. If not under ' ~~ - pavement, backfill to within 12 inches of finished surface. -=,~= ` b. All other areas: Backfill shall consist of suitable job excavated - ~ = material placed in one foot lifts compacted to 90% Standard Proctor _.. _.~ -- -- "_~_ Density. If excavated material is unsuitable, backfill with Class A ,. crushed stone to within 12 inches of finished surface. c. Do not place stone or rock fragment larger than 2 inches within 2 feet of pipe nor larger than 12 inches in backfill. Do not drop large masses of backfill material into trench. C. Backfilling Around Structures 1. Do not place backfill against or on structures until they have attained sufficient strength to support the loads, including construction loads, to which they will be subjected. Avoid unequal soil pressure by depositing material evenly around structure. 2. Backfill shall consist of Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density unless otherwise indicated or specified. 02220 - 5 3.05 ROCK EXCAVATION: A. Rock excavation will be considered Class 12 Excavation as defined in IDOT Standard Specification Section 2102.02. B. Exralosives shall not be used for rock excavation. 3.06 BACKFILLING: A. B. General 2. Material and C 1. Do not lace frozen materials in backfill or material. Remove previously frozen material new backfi is placed. Backfilling Excavatio s 1. Begin backfillin as soon as practicable and pr a. Paved Area streets, side stone placed Density. The Class A cru Density. If /ui not under g2ty place backfill upon fir`ozen or treat aslequi d.~efore .~ _~ ~ --~ C. ~- l .~ , eed until corr~pt~,trs. ~: ~ f.'. ion ~~ =y _~. Under and hin 5 feet of paved surfaces, including rlks and iveways, backfill shall be Class A crushed one of lifts compacted to 95% Standard Proctor inches directly below paved surfaces shall be h d stone compacted to 98% Standard Proctor e pavement, backfill to bottom of the subgrade. If :me t, backfill to within 12 inches of finished surface. b. All of r areas: B kfill shall consist of suitable job excavated mat al placed in on foot lifts compacted to 90% Standard Proctor D sity. If excavate material is unsuitable, backfill with Class A ushed stone to within 12 inches of finished surface. c. Do not place stone or ro k fragment larger than 2 inches within 2 feet of pipe nor larger tha 12 inches in backfill. Do not drop large masses of backfill material to trench. C. Baclsfflling Around Structures Do not place backfill against or on tructures until they have attained sufficient strength to support the load including construction loads, to which they will be subjected. Avoid un ual soil pressure by depositing material evenly around structure. 2. Backfill shall consist of Class A crushed st a placed in one foot lifts compacted to 95% Standard Proctor Density un ss otherwise indicated or specified. 02220 - 5 3.07 UNAUTHORIZED EXCAVATION: A. When the bottom of any excavation is taken out beyond the limits indicated or specified, backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard Proctor Density. END OF SECTION 02220 02220 - 6 / , 3.07 UNAUTHOI~3~D EXCAVATION: A. When the bo of any excavatio is taken out beyond the limits indicated or specified, backfill, Contractor's pense, with Class A crushed stone compacted to 95% Standard Proc Dens' E OF SEC N 02220 ._ .~ `~_ e-.~ - ~, '~ ~~ ~ r,4 ~y'r y~ ~_ 02220 - 6 SECTION 02270 SLOPE PROTECTION AND EROSION CONTROL PART 1 -GENERAL 1.01 SUMMARY: A. Placement of silt fence, erosion control mat, engineering fabric, revetment stone, and erosion stone. 1.02 REFERENCES: --~ A. IDOT Standard Specifications. "~-' S-.~ - ^: ~ ~ .._ B. Iowa Department of Transportation Highway Division "Standard RoadYPlans ~_! Manual", latest edition. ~ ~~ ~ _ - . _ -; ,. 1.03 QUALITYASSURANCE: =~ r`.~ A. Revetment stone and erosion stone shall meet the abrasion and durability requirements of Section 4130 of the IDOT Standard Specifications. B. Engineering Fabrics (geotextile) shall be of a non-woven material and conform to the requirements of IDOT Engineering Fabric for Embankment Erosion Control. 1.04 STORAGE: A. Prior to use, geotextile shall be stored in a clean dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements in ASTM D 4873. PART 2 -PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Section 4130. Revetment Stone and Erosion Stone. Section 4169. Erosion Control Materials. Section 4196. Engineering Fabrics. 02270 - 1 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 25. Miscellaneous Construction. Section 2507. Concrete & Stone Revetment. and the following IDOT Standard Road Plans: RC-5 Erosion Control Details (Wood Excelsior Mat) RC-14 Slope Protection Details (Wood Excelsior Mat) RC-16 Silt Fence 3.02 SCHEDULE: A. Silt fence shall be installed at locations indicated on the plans imt~e~4iatel}t upon completion of grading. Wood excelsior mat shall be placed and stag=in seeded `_,`: areas of swales immediately following seeding. ~ t'`~' ~T 3.03 GEOTEXTILE: -; ~ ~ ~,_, A. Surface Preparation ~ ms's 3 The surface on which the geotextile is to be placed will be graded to the neat lines and grades as shown on the plans. The surface will be reasonably smooth and free of loose rock and clods, holes, depressions, projections, muddy conditions and standing or flowing water. B. Placement Prior to placement of the geotextile, the soil surface will be inspected for quality of design and construction. The geotextile will be placed on the approved surface at the locations and in accordance with -the details shown on the plans. The geotextile will be unrolled along the placement area and loosely laid (not stretched) in such a manner that it will conform to the surface irregularities when material is placed on or against it. The geotextile may be folded and overlapped to permit proper placement in the designated area. 2. The geotextile will be joined by overlapping a minimum of 18 inches (unless otherwise specified on the plans or by the manufacturer), and secured against the underlying foundation material. Securing pins, approved and provided by the geotextile manufacturer, shall be placed along the edge of the panel or roll material to adequately hold it in place during installation. Pins will be steel or fiberglass formed as a "U", "L", or "T" shape or contain "ears" to prevent total penetration. Steel washers will be provided on all but the "U" shaped pins. The upstream or up-slope line will be inserted through both layers along a line through approximately the midpoint of the 02270 - 2 overlap. At horizontal laps and across slope laps, securing pins will be inserted through the bottom layer only. Securing pins will be placed along a line approximately 2 inches in from the edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins will be installed as necessary and where appropriate, to prevent slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified. 3. Should the geotextile be torn or punctured, or the overlaps disturbed, as evidenced by visible damage, subgrade pumping, intrusion, or grade distortion, the backfill around the damaged or displaced area will be removed and restored to the original approved condition. The repair will consist of a patch of the same type of geotextile being used, overlapping the existing geotextile. Geotextile panels joined by overlap will have the patch extend a minimum of 2 feet from the edge of any damaged area. 4. The geotextile will not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light. In no case will material be dropped on uncovered geotextile from a height greater than 3 feet. END OF SECTION 02270 ..:J 02270 - 3 SECTION 02276 SPECIAL RETAINING WALL PART1-GENERAL 1.01 SUMMARY: A. Furnishing and installing modular block retaining wall units, tieback reinforcement, base footing, unit fill, and wall backfill to the lines and grades shown on the plans. 1.02 DESIGN: A. The wall design shall be performed by a Professional Engineer licensed in the State of Iowa that prepares and seals the design submittals as defined in this specification. B. The contractor shall submit to the Engineer detailed design calculations including soil bearing pressure, construction drawings, and shop drawings prepared and sealed by the Wall Design Engineer for approval at least 30 days prior to the beginning of the wall construction. If required, a detailed explanation of the design properties and quality control test limits for the geogrid reinforcement shall be submitted with the design. ~ ', r-. ; ~ --, ~-_ 1.03 SPECIFICATIONS: ~e A. IDOT Standard and Supplemental Specifications. ~-=~ 1.04 DELIVERY, STORAGE AND HANDLING: r==- .. .., A. Contractor shall check the materials upon delivery to ensure that prgyaer ma{etyal has been received. B. Contractor shall prevent excessive mud, wet cement, epoxy, and like materials which may affix themselves from coming in contact with the materials. C. Contractor shall protect the materials from damage. Damaged materials shall not be used. PART 2 -PRODUCTS 2.01 MATERIALS: A. Modular Block Wall Units 1. Units shall be Keystone Standard Straight Face Retaining Wall units or approved equal. 2. Exterior dimensions may vary. Units are required to have a minimum of one square foot of face area each. 02276 - 1 3. Units shall be interlocked with connector pins recommended by the supplier/manufacturer or by integrally cast shear lugs. 6. Units shall be interlocked to provide a minimum of 1-inch of setback per each course of wall height. 7. Color shall be tan. B. Connector Pins 1. Connector pins shall be of the type, size, and design recommended by the supplier/manufacturer for the type of wall unit and backfill reinforcement material used in the wall. C. Leveling Pad 1. The type of materials used for the leveling pad shall be as recommended by the supplier/manufacturer. If granular material is recommended for the leveling pad, it shall meet the requirements of IDOT Standard Specification Section 4132.02 and Section 4109, Gradation No. 30. If unreinforced concrete is recommended for the leveling pad, it shall be class C concrete meeting the requirements of the IDOT Materials IM 529 and IDOT Standard Specification section 2403. A minimum of 6 inches of base is required. D. Unit Fill 1. Fill for units shall consist of Porous Backfill, IDOT Standard Specification Section 4131 and Section 4109, Gradation No. 29. E. Wall Backfill 1. If required, backfill shall be granular backfill, meeting the requirements of the IDOT Standard Specification Section 4133. F. Tieback Reinforcement 1. Tieback reinforcement shall be of type, size, and design recommended by the supplier/manufacturer. ~ =. ~,-~,_. PART 3 -EXECUTION ```' 3.01 RETAINING WALL INSTALLATION: ~ ` " ~.:., A. Excavation ::== f,~ t-' _._: 1. Contractor shall excavate to the lines and grades shown on the plans. Over excavation shall not be paid for and replacement with granular backfill and/or wall system components will be required at Contractor's expense. Contractor shall be careful not to disturb embankment materials beyond lines shown. 02276 - 2 B. Subgrade Soil Preparation 1. Subgrade soil shall be excavated as required for base footing dimensions shown on the plans or as directed by the Engineer. 2. Subgrade soil shall be examined by the Engineer to assure that the actual subgrade soil strength meets or exceeds assumed design strength. Soils not meeting required strength shall be removed and replaced with suitable material. C. Leveling Pad 1. Leveling Pad shall be placed as shown on the plans with a minimum thickness of 6 inches. 2. Pad material shall be installed upon undisturbed subgrade soils. 3. Material shall be compacted so as to provide a level hard surface on which to place the first course of units. If granular backfill is recommended, it shall be compaction to 98% Standard Proctor Density will be with mechanical plate compactors. 4. Base footing shall be prepared to ensure complete contact of units with base. Gaps shall not be allowed. D. Unit Installation 1. The first course of units shall be placed on the leveling pad. ~-~e unit~.hall be checked for level and alignment. The first course is the ~_ ~mpc~i~ant -- to ensure accurate and acceptable results. ~ . .~ ..; 2. Ensure that units are in full contact with leveling pad. `. `, 3. Units are placed side by side for full length of wall alignment.- )A~gnme~t may be done by means of a string line or offsets from a base lines s, --} 4. Install connecting pins and fill units. Tamp fill. 5. Sweep all excess material from top of units and install next course. Ensure each course is completely filled prior to proceeding to next course. 6. Lay each course ensuring that pins protrude into adjoining courses a minimum of one inch. Two pins are required per unit. Pull each unit forward away from the embankment against pins in the previous course and backfill as the course is completed. Repeat procedure to the extent of wall height. 7. At the end of each course where the wall changes elevation, units shall be turned into the backfill. Units shall be laid to create the minimum radius 02276 - 3 possible. A minimum of 3 units shall be installed in the grade. Only the front face of the units shall be visible from the side of the wall. 3.02 TIEBACK REINFORCEMENT INSTALLATION FOR RETAINING WALLS: A. The tieback reinforcement shall be laid horizontally on compacted backfill, connected to the units and embedded a minimum of 12 inches. Hook grid over fiberglass pins, pull taut, and anchor before backfill is placed on the tieback reinforcement. B. Slack in the tieback reinforcement at the unit connections shall be removed in a manner, and to such a degree, as approved by the Engineer. C. Tieback reinforcement shall be laid at the proper elevation and orientation as recommended by the supplier/manufacturer. D. Correct orientation (roll direction) of the tieback reinforcement shall be as recommended by the supplier/manufacturer. E. Tieback reinforcement may be secured in-place with staples, pins, sand bags, or backfill as required by backfill properties, backfill placement procedures, weather conditions, or as directed by the Engineer. F. Overlaps: 1. Tieback reinforcement does not need to be overlapped in the across the roll direction, except to contain the fill at the slope face when wrap-around facing is used. Tieback reinforcement shall be overlapped a minimum of 48 inches in the roll direction, or as directed by the Engineer. 2. A layer of soil a minimum of 4 inches in thickness shall be sj3~e~d, be~aaeen uniaxial tieback reinforcement layers in the area to be overlap~ied,'or as 3~f directed by the Engineer. - '~'' -, .~.. ~, 3.03 WALL BACKFILL PLACEMENT: ~ ' _ ° ' ~. - <<-, A. Backfill shall be placed in 8-inch lifts and compacted to 95% Standard Pr~c#or Density. ~' -' B. Backfill shall be placed, spread, and compacted in such a manner that minimizes the development of wrinkles in and/or movement of the tieback reinforcement. C. Only hand-operated compaction equipment shall be allowed within 3 feet of the wall face. D. Backfill shall be placed from the outward, to ensure that the tieback reinforcement remains taut. E. Tracked construction equipment shall not be operated directly on the tieback reinforcement. A minimum backfill thickness of 6 inches is required prior to operation of tracked vehicles over the tieback reinforcement. Turning of tracked 02276 - 4 vehicles should be kept to a minimum to prevent displacing the fill and damaging the tieback reinforcement. F. Rubber-tired equipment may pass over the tieback reinforcement at slow speeds, less than 10 mph. Sudden braking and sharp turning shall be avoided. END OF SECTION 02276 c~ ~ ._ r•.,~ C::, y i .. %~ .-_.1 02276 - 5 SECTION 02510 HOT MIX ASPHALT PAVING, BITUMINOUS SEAL COAT, AND MILLING. PART 1 -GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact subgrades to receive Hot Mix Asphalt paving. B. Furnish labor, materials, tools and equipment to place and compact Hot Mix Asphalt paving. C. Seal Coat. ~~, ~~ ~.~~., ,, 1.02 REFERENCES: ~" .. ... r~-.~ ~ - , `. A. IDOT Standard Specifications. - ~ = ~ ~. -- _~, B. IDOT Supplement Specification 01014. ~ _~~-'-- --= ~~ ._, 1.03 QUALITYASSURANCE: y. ~, A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. As per IDOT Supplemental Specification 01014, section 04 Quality Control Program. PART 2 -PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 23. Surface Courses. SS-01014 Hot Mix Asphalt Mixtures. Division 41. Construction Materials. Section 4126. Type B Aggregate for Hot Mix Asphalt. Section 4127. Type A Aggregate for Hot Mix Asphalt. Section 4137. Asphalt Binder. PART 3 -EXECUTION 02510 - 1 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 21. Earthwork, Subgrades and Subbases Section 2122. Paved Shoulders. Division 22. Base Courses. Section 2203. Hot Mix Asphalt Bases. Section 2212. Base Repair. Section 2213. Base Widening. Division 23. Surface Courses. SS-01014 Hot Mix Asphalt Mixtures. - '~ Section 2307. Bituminous Seal Coat. ~~ --~ Section 2316. Pavement Smoothness ~'=~' `~`=} ~.., Division 25. Miscellaneous Construction - _ `"" Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. =' , ~, ~,, 3.02 OPENING TO TRAFFIC: %' ~'' A. Opening to traffic, including Contractor's vehicles, will not be permitted until the pavement or surface treatment has cured sufficiently to prevent damage as determined by the Engineer. B. Opening to traffic shall not constitute final acceptance. 3.03 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets shall be finished and opened to the public as soon as practicable. 3.04 AREAS TO BE OVERLAYED: A. Not applicable to this project. 3.05 PAVEMENT MILLING A. All existing asphalt pavement shall be milled to the elevation of the original pavement across the full width of the pavement. B. Except as noted herein, all asphalt millings remain the property of the City and will be delivered to the Iowa City Landfill located on Hebl Ave. 1. Pavement millings needed to construct temporary fillets shall be placed at all vertical edges to facilitate traffic. 02510 - 2 C. Pavement milling shall occur no sooner than ten (10) working days prior to overlay. The exception to this would be if after removal of the old asphalt overlay, the existing surface could no longer support prolonged traffic, then the contractor would be required to place the leveling course immediately following milling and cleaning. 3.06 D. A header joint shall be milled at full paving width at transitions where new Hot Mix Asphalt Paving abuts an existing Portland Cement Concrete Paving. The PCC paving shall be milled at a depth of no less than two (2) inches over a paving length of 8 feet. This milling shall be considered incidental to the Cleaning and Preparation of Base item. CLEANING AND PREPARATION OF BASE A. The Contractor shall be responsible for cleaning all surfaces prior to operation. All loose material shall be removed from the surface and cracks by brooming or air blowing. The City's street sweeping crew and equipment will be available to aid the Contractor with sweeping operations prior to cleaning each street on a one-time basis only. Any subsequent sweeping required will be at the Contractor's expense. 3.07 3.08 3.09 _r _, AGGREGATES '= ,-~, _z., --- ` - ~- ~ A. Type. - ; . _ <~ 1. Type B aggregates shall be used in base mixtures. ~, ; ~ -~ ~: 2. Type A aggregates shall be used in intermediate and surface mii~~r'es. •- .~, :~= ~, B. Gradation. 1. A'/z-inch mix shall be used on hot mix asphalt transitions, and driveways. ADJUSTING STRUCTURES A. The Contractor shall adjust all existing manhole rings, valve boxes, catch basins, etc. within the existing pavement. This will include not only structures that need to be adjusted up but also those structures that need to be adjusted down, such as in the areas of full-depth grinding. The leveling course will be placed over the structure. The material over the casting will be removed and the casting will be adjusted to %e' below the final finished grade. The street surface course will then be placed. New castings to replace old will be provided by the City to be installed by the Contractor where deemed necessary by the Engineer; however, the cost of any damage caused by the Contractor will be deducted from the Contractor's final payment. Adjustment to final grade may be accomplished by raising the casting, bricking and grouting under the casting or concrete adjustment rings. Any removal of existing pavement around the structures must be saw cut. No other methods shall be used unless authorized by the Engineer. The gas and water companies will furnish the necessary adjustment rings to the Contractor at no charge to adjust valve boxes. ASPHALT BINDER 02510 - 3 A. Asphalt binder shall be PG 64-22 for hot mix asphalt transitions and driveways. 3.10 EXISTING STREET SURFACES A. Where the proposed asphalt overlay meets an existing asphalt street surface, the existing surface shall be sawed and removed or milled as directed by the Engineer so that a clean, smooth and durable joint will be made between existing and proposed surfacing. 3.11 ASPHALT CEMENT CONCRETE REPAIR A. Asphalt concrete repair shall consist of removing the existing asphalt overlay, brick or any other material, and any unsuitable subbase; replacing subbase as necessary; compacting subbase; placing and compacting full-depth asphalt to the level of surrounding brick or asphalt. Multiple lifts may be necessary. Bricks removed for subbase or base repair shall be cleaned and delivered to the Iowa City Street Department located at 3800 Napoleon Lane. 3.12 HOT MIX ASPHALT PLACEMENT A. Lifts ~'~~ ,-, `"~ 1. HMA Transition -two (2) 3" courses. - ~ ~.~ _- B. Compaction ~' 1. Class 1 B compaction shall be used on all streets and di~sions of this Fes, r..~ project. - ~., 3.13 BITUMINOUS SEAL COAT AND SURFACE TREATMENT WORK: A. Work shall conform to Standard Specification Section 2307 unless specified otherwise in this document. Cover aggregate shall be 3/" Gradation 21. Bituminous material shall be MC-3000. Primer shall be MC-70. 3.14 STREETS TO BE SEAL COATED: A. Not applicable to this project 1.15 PAVEMENT SMOOTHNESS: A. Pavement Smoothness shall meet the requirements of Section 2316 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. The pavement smoothness shall be determined by Schedule B of the Pavement Charts. Profilograph testing and evaluation will be preformed by the Owner. The Section 2316.08 for Payment shall not apply to this project, there will be no smoothness incentive payment. END OF SECTION 02510 02510 - 4 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING PART1-GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact subgrades to receive Portland Cement Concrete paving. B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint and cure Portland Cement Concrete roadways, parking area slabs, driveways, and sidewalks at the locations and grades noted on the plans. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. Compressive Strength Tests. 2 3 4. PART 2 -PRODUCTS C s 'r_~' v ~.._i _ ~~i :~ ~~ . ~, ~., E,,, Entrained Air. Slump. Density Tests of Base and Subgrade. 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Sections 4101 through 4122. B. Aggregate durability class for all Portland Cement Concrete paving shall be Class 3. 02520 - 1 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 21. Earthwork, Subgrades and Subbases. Section 2111. Granular Subbase. Division 22. Base Courses. `_ Section 2201. Portland Cement Concrete Base.-- Section 2212. Base Repair. ~ -. - Section 2213. Base Widening. `_~a c .., ~, .~ :~ Division 23. Surface Courses. - _ Section 2301. Portland Cement Concrete Pavement. -~~' Section 2302. Portland Cement Concrete Pavement W`i~ening Section 2310. Bonded Portland Cement Concrete Overlay. Section 2316. Pavement Smoothness. Division 25. Miscellaneous Construction. Section 2512. Portland Cement Concrete Curb and Gutter. Section 2515. Removal and Construction of Paved Driveways. Section 2517. Concrete Header Slab. Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3.02 CURING AND PROTECTION OF PAVEMENT: A. Curing compound shall be applied immediately following finishing of the concrete, including back of curb. 3.03 ENVIRONMENTAL REQUIREMENTS: A. When concrete is being placed in cold weather and temperatures may be expected to drop below 35°F, the following requirements must be met for concrete less than 36 hours old: 24 Hour Temperature Forecast Covering Minimum 35-32° F One layer plastic or burlap. Minimum 31-25° F One layer plastic and one layer burlap or two layers burlap. Below 25° F Commercial insulating material approved by the Engineer. B. Concrete shall be protected from freezing temperatures until it is at least five days old. 02520 - 2 C. Concrete damaged by cold weather shall be removed and replaced at the Contractor's expense. D. Maximum allowable concrete temperature shall be 90° F. E. If concrete is placed when the temperature of the concrete could exceed 90° F, the Contractor shall employ effective means, such as precooling of aggregates and/or mixing water, as necessary to maintain the temperature of the concrete as it is placed below 90° F. 3.04 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will not be permitted until the compressive strength of 6" dia. x 9" cylinders is at least 3,000 Ib. per square inch. B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s) to traffic of any kind. C. Opening to traffic shall not constitute final acceptance. 3.05 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets and sidewalks shall be finished and opened to the public as soon as practicable. B. Contractor shall notify the Engineer if weather conditions make it difficult to use Class M concrete, when specified. END OF SECTION 02520 02520 - 3 SECTION 02524 CURB RAMPS PART1-GENERAL 1.01 SUMMARY: A. Construct sidewalk curb ramps to meet ADA specifications. 1.02 REFERENCES: A. Americans with Disabilities Act (ADA): Accessibility Guidelines for Buildings and Facilities. B. City of Iowa City Design Standards. C. Iowa DOT ADA Curb Ramp Compliance (Alterations) - (11A-4) D. L.M. Scofield Company Tech -Data Bulletin A-104.10. E. L.M. Scofield Company Tech -Data Bulletin A-514.02. F. L.M. Scofield Company Guide G-107.02. G. ASTM C309 -Liquid Membrane Forming Compounds for Curing Concrete. H. Armor-Tile Cast-In-Place Tactile/Detectable Warning Surface Tile. I. Figures section of specifications. 1.03 QUALITYASSURANCE: A. Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of curb ramp construction. B. Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope requirements will be, at the Engineer's discretion, removed and replaced at the Contractor's expense. 1.04 SUBMITTALS: ~; A. Comply with Section 01310. ~ ~-`~ -- __ - ~.,, B. Comply with Section 02520. - ~-~~ 1.05 DELIVERY, STORAGE AND HANDLING: - , n A. Deliver material in unopened containers with labels identifying contents attacli~i. 02524 - 1 B. Powdered materials shall be kept dry and under cover. Protect liquid material from freezing. Expired materials shall not be used. 1.06 PROJECT CONDITIONS: A. Comply with ACI requirements for cold and hot-weather concrete work. B. Pre-Installation Meeting PART 2 -PRODUCTS 2.01 MATERIALS: A. Concrete: Reference Section 2520. B. Water: Fresh, clean and potable. `~-_? ,_, ~. C. Stamped Truncated Domes _ - ~ ^-~ ~`~ ',-, - _..- ; .:; __ _, ,., _ _. 1. Colored Hardener: " ~° -~-- ,r a. Lithochrome Color Hardner by L.M. Scofield Company:y '~~~ q'•~.7 ~ Cr'~ b. Color: Tile Red (A-28). c. An integral coloring agent may be submitted for approval as an alternative to topical coloring agents. 2. Bonding Agent: Product known to enhance adhesion to concrete. 3. Curing Compound: a. Lithochrome Colorwax by L.M. Scofield Company. b. Color: Tile Red (A-28). 4. Truncated dome stamp for curb ramps shall be Cobblecrete ADA concrete texturing tool or Increte ADA Tactile Detectable Warning System stamping tool or approved equal. D. Cast-In-Place Tactile/Detectable Warning Surface Tile 1. Color: Brick Red Color shall be homogeneous throughout the tile. 2. Dimensions: Length and Width: 24" x 48" nominal or width of sidewalk Depth: 1.400" +/- 5% max. Face Thickness: 0.1875 +/- 5% max. Warpage of Edge: +/- 0.5% max. 02524 - 2 3. Vitrified Polymer Composite cast-in-place tiles shall be Armor-Tile Cast-in- Place Tactile/Detectable Warning Surface Tiles or approved equal. E. Prefabricated tiles or pavers may be submitted for approval as an alternative to stamped concrete. PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the Iowa DOT ADA Curb Ramp Compliance (Alterations) - (11A-4) and the following sections of the Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities. Section 4. Accessible Elements and Spaces: Scope arTechrl Re- quirements --- ~~-~ Section 14. Public Rights-of-Way ~ ~ `~ i __ _ _, 3.02 SLOPES: _ . :.~. ~ `. A. Cross slope refers to the slope that is perpendicular to the direcn of gavel. Running slope refers to the slope that is parallel to the direction of tra eI. '=~' B. Curb ramp cross slopes should be no greater than 1:48 or 2% to a level plane. C. Curb ramp running slopes should be no greater than 1:12 or 8.33% to a level plane unless existing conditions do not permit and layout is approved by the Engineer. Curb ramp running slope should be no less that 1:48 or 2.08% to a level plane. 3.03 PORTLAND CEMENT CONCRETE THICKNESS: A. 6-inch thick P.C.C. will be placed at all curb ramps unless otherwise directed by the Engineer. B. 4-inch thick P.C.C. will begin 4 feet off back of curb adjacent to the 6-inch P.C.C. section, unless otherwise specified by the Engineer. 3.04 WIDTHS: A. Curb ramps widths will be 4 feet unless otherwise necessary to match existing sidewalk for continuity. The minimum allowable width for curb ramps is 3 feet. Four-foot or matching widths are clear widths and do not include the flared sides or curved sides of a curb ramp. All proposed curb ramp widths other than 4 feet wide need approval by the Engineer. 3.05 CURB RAMPS GEOMETRICS: A. Different curb ramp types are shown in the plans. This project may include these or other curb ramp types not shown. Existing site conditions may require that 02524 - 3 alterations be made to proposed curb ramp design in order to provide a "best-fit". Quantity changes due to these alterations will be paid for per the unit price quoted on the Form of Proposal. B. The 6-inch curb bordering the curb ramp is considered part of the curb ramp and is accounted for in the Form of Proposal estimated quantities. 3.06 TEXTURED SURFACE: A. All sidewalk curb ramps designated by the Engineer or plan drawings shall be constructed with truncated domes conforming to ADA specifications. B. Detectable warning surfaces shall extend 24 inches in the direction of travel and the full width of the curb ramp. C. Detectable warning surfaces should be located so that the edge nearest the street is 6 inches minimum and 8 inches maximum from the curb line. 3.07 INSPECTION: A. Verify that subgrade is installed according to specifications and is free of conditions that could be detrimental to performance of colored concrete. 3.08 LOCATIONS: A. Curb ramps are to be located directly across a street, alley or driveway from another existing or proposed curb ramp or sidewalk unless existing site conditions prevent this or are otherwise specified by the Engineer. 3.09 INSTALLATION: A. Concrete: Place and screed to required elevations as specified in Section 02520. B. Apply truncated domes per manufacturer's specifications. C. Protect concrete from premature drying, excessive hot or cold temperature and damage. D. Curing Compound: Apply per manufacturer's guide for rate and method. , END OF SECTION 02524 ;-=; __~ - r- .___ --- ,,~ __ _ ~~ `,_ ,; _ --. ~~ 02524 - 4 SECTION 02661 %~~~ =_. N~d~a-,~~rl,zoo6j WATER DISTRIBUTION =~- ~.~__ - ;; PART 1 -GENERAL ~ "__. 1.01 SUMMARY: ~ _ A. Furnish, install and test water distribution system as indicated and speed. ~.=~y 1.02 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%. B. City of Iowa City 1. Reference Manual: City Code of Ordinances Chapter 3, 4, & 10, Iowa City Municipal Design Standards, Earth Excavating, Backfill & Grading Specifications -Section 02220, Accepted Products for Water Distribution Materials Per Specifications -Section 02661, Construction Specifications For Public Water Distribution Systems For Subdivisions and Site Plans - Section 02661, Water Service Work for Contractors Specifications - Section 02665, 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-C105/A21.5-99: Polyethylene Encasement for Ductile-Iron Pipe Systems 3. ANSI/AWWA-C110/A21.10: Ductile-Iron and Gray-Iron Fittings, 3-inch through 48-inch, for Water and Other Liquids 4. ANSI/AWWA-C111/A21.11: Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings 5. ANSI/AWWA-C150/A21.50: Thickness Design of Ductile-Iron Pipe 6. ANSI/AWWA-C151/A21.51: Ductile-Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSI/AWWA-C153/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 02661-1 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 C651 ***: Disinfecting Water Mains 16. ANSI/AWWA 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 Maintenance~.of Fire Hydrants ~~, C'_' E. American Society for Testing Materials: - C ~-~ '_ `;: 1. ASTM D2241 - F. Manufacturers Standardization Society: ~! ~ se.-; ~e> 1. MSS-SP-58 Pipe Hangers and Supports, Materials Design `wand Manufacture 2. MSS-SP-69 Pipe Hangers and Supports Selection and Application G. Uni-Bell PVC Pipe Association: 1. 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. 1.03 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 02661-2 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. 1.04 QUALITYASSURANCE: A. Engineer reserves the right to inspect and test by indepenct serv~iee at manufacturer's plant or elsewhere at Engineer's expense. `~''~' ~~ ._ _ _ - i'.~ B. Contractor shall conduct visual inspection before installation. ~-~ 1.05 TIME: -- _ ~ " A. All work which requires shutdown of active water mains must be c~mplete'';~,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. PART 2 -PRODUCTS 2.01 All products used for this work shall be from the list of "Accepted Products for Water Distribution Materials" contained in the Iowa City Water Division Reference Manual. 2.02 DUCTILE-IRON PIPE: 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. 02661-3 D. Pipe is to be complete with all necessary joint gaskets, lubricants, glands and bolts. 2.03 DUCTILE-IRON PIPE JOINTS: A. Single rubber-gasket push-on joints or mechanical joints shall conform to ANSI/AWWA C111/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. 2.04 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 macular vi~ight petroleum products or organic solvents or vapors. ~_' . i~~. C. PVC pipe shall not be installed under public roadways and shall:-riot be ~tlsed around cul-de-sacs or other small radius curves. 2.05 FITTINGS: ~ ~ ,, ~`' A. All fittings shall conform to ANSI/AWWA C110/A21.10, with pressure rating of Class 350 for 3" to 24". B. Mechanical-joint fittings shall be ductile iron compact ANSI/AWWA C153/A21.53 or ductile standard ANSI/AWWA C110/A21.10. Large fittings, 12-inch through 20- inch shall be ductile iron standard ANSI/AWWA C110/A21.10. Swivel tees shall be ductile iron standard ANSI/AWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSI/AWWA 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. 2.06 RESILIENT SEAT VALVES & VALVE BOXES: 02661-4 A. Gate valves shall conform to ANSI/AWWA 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. 3. Valves shall have a standard 2-inch square operating nut and shall open left. 4. Valves shall be capable of being repacked or replacing o-rings under pressure. 5. Valves are to be non-rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSI/AWWA C504, for buried service, Class 1508. 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. 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 furnished with all joint accessories. D. Valve Boxes shall be 2-piece or 3-piece slip type, range 51" to 71". Use lids marked "water". ~-j ~-$; -: ,~-; - -_ a .,., 2.07 HYDRANTS: - `_~ Specification standard: ANSI/AWWA Standard C502 - Type of shutoff: Compression t~ = ; ~~~ c,•~ Type of construction: Break flange or break bolt above the ground line and a 02661-5 breakaway stem connection. All bolts to be stainless steel. Main valve opening: 4'h 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 4'/z-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 w.~ Size and shape of 1'/z inch, standard pentagon operating nut: , - _ : ;~ Working pressure: 250 psi %~ Color: Safety Red 2.08 SPECIAL 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 furnished 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: 1. Shall be epoxy coated with ductile-iron flange and stainless steel bolts. 02661-6 2. Shall meet the OD requirements for class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Shall be compatible with Mueller, Clow, Kennedy, or U.S. Pipe F. Stainless Steel Repair Clamps: 1 2. All stainless steel, single section, double section, or triple section, depending upon size of main. Shall have stainless steel bolts and nuts. 2.09 GASKETS, BOLTS, NUTS, AND THREAD ROD: ~%' r-~, .-- ~' =- c.,> A. Mechanical joints made with: - _ `= -' 1. Bolts: NSS Cor-Blue. -_ 2. Stainless steel bolt studs with SS nuts on each end. __ ~ ' = , ___ ~~ __. c~ 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 shall be #12 solid copper, THHN insulation in yellow or orange color. 2.11 LUMBER: 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 3.01 REFERENCES AND DOCUMENTS: A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile-iron pipe shall be installed in accordance with ANSI/AWWA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23 and Uni-Bell PVC Pipe Association UNI-B-3-88 except as noted herein. 02661-7 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. 3.02 RECEIVING, STORAGE AND HANDLING: A. The City may mark materials which are found on the job sitg_and h are determined to be defective or not approved. The marking may b~lo~ with spray-.-~ paint. The Contractor shall promptly remove defective or unapproved rr-a~terials -: 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 ca~sfes, eve if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. C. Within the "Storage" language of AWWA M23, change "should" to "shall." D. Within the "Handling" language of AWWA M23, change "should" to "shall." 3.03 LOCATION, ALIGNMENT, SEPARATION & GRADE: 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 5'/z 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 02661-8 joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. 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. 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. 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. 3.04 PIPE BEDDING AND BACKFILLING: 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 ~s dired by the Engineer. ~`' ~'~~~ ~`-` D. Set valves and hydrants on precast concrete bases. ~~' =- -.. , 3.05 PIPE RESTRAINT: - A. Thrust Restraint: ;~~ 4~~? 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 02661-9 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. 2. Do not pour excess concrete on top of pipe and fittings. B. Socket Pipe Clamps, Tie Rods, and Bridles: 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. 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. 3.06 JOINTS AND COUPLINGS: 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: The range of torque for tightening bolts which is indicated in ANSI/AWWA C600 may be somewhat affected by the temperature. On cold days, more torque may be required. 2. Use extreme caution when tightening cast iron fittings to avoid breaking the ears of the flanges. An average worker should not use a wrench longer than 18 inches. 3. On PVC pipe connections to MJ joints, cut the bevel off the etof the=PVC pipe to get full pipe diameter in the joint. -_ ~;`~ ~, 4. Do not deflect pipe at joint. C. Sleeve-Type Coupling: -=- `~. =' r 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. 02661-10 3.07 TAPPED CONNECTIONS UNDER PRESSURE: 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. C. Anew and site specific tapping application must be prepared for eactr ~ tap regardless of size, and submitted to the Water Division. The tappi~ apphoation must be completed and include location, name, and address of wat~f-c"custorrrer, schematic drawing, and materials of construction. ~..7 3.08 POLYETHYLENE ENCASEMENT: A. All open cut installed ductile iron pipe and fittings shall be wrapped witfi=-an 8 rxiib polyethylene encasement in accordance with ANSI/AWWA 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. 3.09 HYDRANT INSTALLATION: 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. Aset-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. F. 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. 02661-11 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. 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 systemand e~5ting customers. -- r' 3.11 DISINFECTION FOR POTABLE WATER SYSTEMS: `--' A. General __ ~~ 1. Upon completion of a newly installed water main or when r~airs tu2~n existing water system are made, the main shall be disinfected according to instructions listed in ANSI/AWWA C651 and the following specifications. B. Special Disinfection Requirements 1. Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2. The minimum uniform concentration of available chlorine used for disinfection shall be 50 mg/L. Use either the granulated/tablet or continuous 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 hours, 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'h-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). 5. Collect a bacterial sample from the end of each line or every 800-1000 feet and deliver the sample to the University Hygienic Laboratory at Oakdale for 1 02661-12 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 1. 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 2'h-inch fire hydrant opening is adequate. 2. Add the water and chlorine solution with the required conc~ntration_`#o fill the main completely. `~ J =~` _.: ~ ~. 3.12 TESTING: ' ~=~ ~~, A. Filling the water main: -, 1. Fill the newly constructed water main system slowly using tr.~a4ed p~~lic water under low pressure and low flow. The objective is to displace air umth 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. 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. 02661-13 B. Pressure and Leakage Tests: 1. Conduct combined pressure and leakage test in accordance with ANSI/AWWA C600. 2. Pressure test off the hydrants or furnish and install temporary testing plugs or caps. Furnish pressure pumps, pipe connections, meters, gauges, equipment, potable water and labor. Use only potable water for testing. 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 lei two hours with no additional pumping means the water main hailed fa.pass the test. <"=. 7. If the water main fails the pressure and leakage test, locate~uncove~',and repair or replace defective pipe, fitting or joints. Conduct adcl~ional tests and repairs until water main passes the test. - -_-~ try :~ . ~, 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. 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. 02661-14 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 capability of the system. Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. Last Update - 41-06 ~~ ` ._ -~ -= .. ; T. . -- , , _. __ __ -- _:, __ _,,, ~. ~eJ _... y) .. _, ~_.. ~. 7:.. , _. , l - F y '; 02661-15 APPENDIX A Accepted Products for Water Distribution Materials (Revised 4/1/06) WATER PIPE: (Ductile) ANSI/AWWA - A21.51/C151 American, Clow, Griffin, McWane, Tyler, 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 1501- C900 C900 thickness class DR18 (6" thru 10") FITTINGS: (Ductile Iron Standardl 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 Bodv Ductile Iron With Stainless Steel and/or NSS Cor-Blue Nuts and Boltsl for 12" and lars~er under pavement Clow - F-5205, Mueller - H615, Kennedy, Tyler/Union, Kennedy, American Flow Control - Series 2800, or U.S. Pipe - T-9. TAPPING SLEEVES: (Stainless Steel) Smith Blair - 662 or 663, Ford FAST, Mueller-H304, Romac SST, JCM-432 MECHANICAL JOINT RESTRAINT DEVICE: (Mes~alu~t -with NSS Cor-Blue Nuts and Bolts Ebaa Iron Sales Inc. STAINLESS STEEL REPAIR CLAMPS: Smith-Blair-261, Ford FS1, Romac SS1 VALVES: (Resilient Steated Gate Valves- ANSI/AWWA - C509 Clow F-2640, Kennedy 1571-X, Mueller Resilent Seat - A-2360-20, American Flow Control - AFC-500, or U.S. Pipe Metro Seal 250 #5460 02661-16 VALVES: (Butterflyl ANSI/AWWA - C504, Class 1506 Clow, Pratt, Mueller, American Darling, Kennedy, M & H or DeZurik VALVES: (Tappinal Clow - F-2640, Mueller - T-2360-16, Kennedy 4950, U.S. Pipe Metro Seal 250 #5860, or American Flow Control-865 VALVE BOXES: Tyler - (Series 6855 & Item 666A, Range 51" to 71 ") East Jordan Series 8555 & Item 666A -Range 51" to 71" HYDRANTS (4'/z" for 12" and under) (5'/4" for 16" and above) AWWA C502 Clow F-2545 Medallion, Kennedy Guardian K-81, Mueller Super Centurion 250, American Darling - MK 73 for 4 1/2" & 684-B for 5 1/4" SLEEVE TYPE COUPLING: 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 STAINLESS STEEL REPAIR CLAMPS (with stainless steel bolts 8~ nutsl: Smith-Blair 261, Romac SS1 or Ford FS1 ~_ `_~ TRACER WIRE TERMINAL BOX (DAYLIGHT BOXI: to U.S. Filter WaterPro or Utility Equipment - Valvco -95E -2'/2" ID with lockable _ .~_;_ cast-iron lid -minimum 18" long, telescoping _ - ~ = ~y,. .-~ r~ 1 Lam: TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector POLYWRAP: 8 mil polyethylene encasement WIRE: #12 solid copper, THHN insulation in yellow or orange FREEZELESS YARD HYDRANT: Woodford Mfg. Iowa Model Y34 and YI END OF SECTION 02661 02661-17 SECTION 02700 SEWERS PART 1 -GENERAL 1.01 SUMMARY: A. Construction of piping and structures for the collection and transmiss~n of wastewater and storm water. C~ ~~r, __ , . _ 1.02 REFERENCES: - _ - - - "~~., _ ,~, A. Reinforced Concrete Pipe -For Sanitary and Storm Sewers _- „ 1. ASTM C76, latest edition, Standard Specification for Reinforcd' Cone~ete Culvert, Storm Drain and Sewer Pipe. `l~= ;~% 2. ASTM C443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C361, latest edition, Standard Specification for Reinforced Concrete Low- Head Pressure Pipe. B. Reinforced Concrete Arch Pipe -For Storm Sewers 1. ASTM C506, latest edition, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe. C. Vitrified Clay Pipe 1. ASTM C700, latest edition, Standard Specification for Vitrified-Clay Pipe, Extra Strength, Standard Strength, and Perforated. 2. ASTM C425, latest edition, Standard Specification for Compression Joints for Vitrified-Clay Pipe and Fittings. D. Ductile Iron Pipe 1. ANSI/AWWA-A21.5/C151, latest edition, Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. 2. ANSI/AWWA- A21.50/C150, latest edition, Thickness Design of Ductile- Iron Pipe. 3. ANSI/AWWA-A21.53/C153, latest edition, Ductile-Iron Compact Fittings, 3 in. through 16 in., for Water and Other Liquids. 4. ANSI/AWWA-A21.11/C111, latest edition, Rubber-Gasket Joints for Ductile-Iron Pipe and Gray-Iron Pressure Pipe and Fittings. 02700 - 1 5. ANSI/AWWA-A21.4/C104, latest edition, Cement-Mortar Lining for Ductile- Iron Pipe and Fittings for Water. E. Poly Vinyl Chloride (PVC) Pipe -For Sanitary Sewer Service Lines ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2729, latest edition, PVC Sewer Pipe and Fittings 4. ASTM D3034, latest edition, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings 5. ASTM D3212, latest edition, Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals F. PVC Truss Pipe -For Sanitary Sewers 1. ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl-~hlorid (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPV!Ea~~ _ __ Compounds -_- - ~ ;.l 2. ASTM D2321, latest edition, Recommended Practiice for Undergr•ound~' ; Installation of Flexible Thermoplastic Sewer Pipe. - = 3. ASTM D2680, latest edition, Standard Specification forAcrylor~i#~iie- ~~^ Butadiene-Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Cortt~osite Se!i~er Piping 4. ASTM F477, latest edition, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe G. Manholes 1. ASTM C478, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections. H. Intake Structures 1. IDOT Standard Specifications. 2. Iowa Department of Transportation Highway Division "Standard Road Plans Manual", latest edition. 1.03 QUALITYASSURANCE: 02700 - 2 A. All products will meet or exceed the minimum standards specified in the applicable references listed in the previous subsection. B. All suppliers of reinforced concrete pipe and manholes must be certified by the Iowa Department of Transportation. C. Reinforced concrete pipe shall be manufactured by such means to minimize cage twist. Pipe displaying cage twist in excess of 30 degrees, as demonstrated by the form seam, will be rejected. D. Details of gasket installation and joint assembly are subject to acceptance by the Engineer. E. All materials judged to be of poor quality will be marked by the Engineer and promptly removed from the site by the Contractor and replaced with new. F. All pipe must pass the leakage tests specified in Part 3 of this section. 1.04 SUBMITTALS: A. Concrete Pipe: Submit current Iowa Department of Transportation certification. B. Vitrified-Clay Pipe: Submit shop drawings of gasket installation and joint assembly. C. Shoring: Submit plans for all shoring, excluding trench boxes, .~..~ ggrtified ~Sy a professional engineer registered in the State of Iowa. This submit~l,.~ill not be reviewed for structural adequacy by the City. '` ~ " -. ~ i - - E ., ~ .. PART 2 -PRODUCTS `=~' _- `;._ _i 2.01 MATERIALS: ,. - ' ~ " ~, A. Reinforced Concrete Pipe -For Sanitary and Storm Sewers r. ~,, .~ 1. Joints: All joints will be confined O-ring gasket meeting ASTM C443 or ASTM C361, as specified. All pipe 36-inch diameter and smaller will have bell and spigot joints. Pipe larger than 36-inch diameter may have tongue and groove joints. 2. Wall Thickness: Minimum wall thickness will be B-wall as defined in ASTM C76 or Class C25 as defined in ASTM C361. 3. Pipe Strength: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76 or as defined in ASTM C361. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 02700 - 3 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. B. Reinforced Concrete Pipe -For Storm Sewers 1. Joints a. Circular pipe: All joints will be confined O-ring or profile gasket meeting ASTM C443. All pipe 36-inch diameter and smaller will have bell and spigot joints. Pipe larger than 36-inch diameter may have tongue and groove joints. b. Arch pipe: All joints will be sealed with mastic butyl rubber-based sealant meeting the requirements of AASHTO M198-75, Type "B". Wrap exterior of each joint with engineering fabric. ~~ ~~~ 2. Wall Thickness ~-~== rK' ,_ ~i a. Circular pipe: Minimum wall thickness will be B-wall as defir~e~t in ASTM C76. b. Arch pipe: Minimum wall thickness as defined for in A~~'.M C50~. ~.~, 3. Pipe Strength `~' a. Circular pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. b. Arch pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III A as defined in ASTM C506. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. C. Vitrified Clay Pipe 1. Joints: Shop drawing of gasket installation and joint assembly, subject to approval of the Engineer. 2. All pipe shall be "extra strength" as defined by ASTM C700. 3. Minimum Bedding - Type B per ASTM C12 with compacted granular material to the springline of the pipe. 02700 - 4 D. Ductile Iron Pipe Joints: Use push on joints unless otherwise specified on the plans. 2. Thickness: Unless otherwise indicated or specified, use Class 52. 3. Lining and Coating: a. Inside of pipe and fittings: Double thickness cement lining and bituminous seal coat conforming to ANSI A21.4. b. Outside of pipe and fittings: Standard bituminous coating conforming to appropriate ANSI. 4. Minimum Bedding - Type 5 per ANSI/AWWA C150/A21.50 with compacted granular material to the springline of the pipe. E. PVC Truss Pipe -For Sanitary Sewers 1. All PVC truss pipe shall be made of PVC compound having a minimum cell classification of 12454 as defined in ASTM D1784. 2. Joints: Gaskets shall comply with all requirements in ASTM F477 and F913. Joint shall meet the requirements of ASTM D 2680 and ASTM D3212. 3. Pipe shall have a minimum pipe stiffness of 200 psi at 5% deflection. 4. Minimum Bedding -Crushed stone encasement to the top of the pipe.. The minimum bedding depth shall be as specified on the plans. ~#~not specified, the minimum bedding depth shall be 4" below the pipe. ~': ,.-., ~' F. Poly Vinyl Chloride (PVC) Pipe -For Sanitary Sewer Service Lines -~: ~ ~~.,, -= _ ,-~ ___ 1. All PVC pipe shall be manufactured in accordance with ASTM0.33034:-d ; 2. Joints: ASTM D3212 gasketed. = `~'• f~i +. 1 ~_~ 3. All 4" and 6" services shall be SDR 23.5. 4. Minimum Bedding -Crushed stone encasement to 6" above pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4" below the pipe. G. Corrugated Plastic Pipe for Subsurface Drainage 1. Corrugated PVC with a smooth interior wall shall meet the standards of ASTM F949 and be constructed of resins meeting the requirements of ASTM D1784, cell class 124546. 2. Corrugated HDPE with a smooth interior wall shall meet the standards of 02700 - 5 AASHTO M-252 and M-294. 3. Minimum Bedding - Drainable stone encasement to 6" above pipe. H. Manholes 1. Joints: All joints will be confined O-ring or profile gasket meeting ASTM C443. 2. No lift holes through the entire wall. 3. Mark date of manufacture. 4. Inverts: Precast and cast-in-place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in directions of inverts shall be smooth and rounded to the maximum extent possible to supplement flow through the manholes. 5. All manholes are 4-foot diameter unless noted otherwise. 6. Manhole frame and lid to be Neenah R-1642, self-sealing or approved equal. If in paved area, casting shall also be non-rocking. 7. Manholes in paving shall have an interior Cretex chimney seal (or approved equal) that spans from the casting to the cone section. I. Bedding: 1. Granular bedding material shall consist of porous backfill aterial~~DOT Standard Specification Section 4131 and Section 4109, Gran N~29. PART 3 -EXECUTION - ~•.~ ~ :. _- ~~a 3.01 INSTALLATION OF PIPE: ~ _ -: ~, A. Inspect before installation. Remove and replace defective sections. ~~- f •- r ~.;~ ~. B. Alignment and Grade 1. Install to line and grade indicated on plans using laser and check elevation as required to maintain grade. 2. Driving down to grade by striking or with excessive force from excavating equipment is not allowed. 3. Blocking the pipe to grade with wood, stones or other materials is not allowed. 02700 - 6 C. Bedding 1. Support on compacted granular bedding material using the type of bedding specified on the plans. If no bedding is specified, use the minimum bedding specified in Part 2 of these specifications. 2. Place bedding material to ensure that there are no voids under or alongside the length of the pipe. Slice with shovel to remove voids. Compact with pneumatic equipment. 3. Hand shape bell holes so that only pipe barrel receives bearing pressure. D. Connections 1. A-LOK shall be used for all sanitary sewer connections to manholes unless approved by the Engineer. 2. Subdrains shall be connected to storm sewer intakes and manholes using IDOT standard intake outlet detail RF-19C. CMP outlet shall be used unless approved by the Engineer. -_~ E. Jointing ~~ titi ~, -,- 1. Clean and lubricate all joints prior to assembly. - ~-' ~3 __.__ L..J 2. Join per manufacturer's recommendations. _ 3. Suitable couplings shall be used for jointing dissimilar materi~s '' ~_ ~,~ F. Backfill as specified in Section 02220. `~' G. Clean pipeline upon completion. H. Tolerances 1. Any deviation in a sewer pipes section more than 1/8 inch per foot of pipe diameter from the horizontal or vertical alignment, as established by the Engineer, will not be allowed; and all sewer laid incorrectly, as determined by the Engineer, must be relaid at the Contractor's expense. This tolerance in grade will be allowed only if the sewer is designed at a slope sufficient to prevent backfall when its limits are reached. Under no condition will a sewer be accepted when one or more pipe lengths have been installed without "fall". 2. The completed sewer must be laid so nearly in a perfect line that an ordinary electric lantern held at center of the sewer at a manhole may be wholly visible to the eye at the level of the sewer at the next manhole. 3. Sags and reverse slope on gravity pipe is prohibited. Remove and relay pipe to proper grade. 02700 - 7 .-_", -;_ - ___, 3.02 TESTING OF PIPE: A. Lamp all pipe to visually inspect for defects and debris. B. Leakage Tests: Perform leakage tests on all sanitary sewers as follower _, _ = - -~ 1. Perform after completion of backfill. ,o 2. Perform after groundwater has returned to normal level. 3. Furnish test plugs, water pumps, appurtenances, and labor. Install bulkheads for testing and weirs for measurement as necessary. Groundwater elevation from observation wells or excavations are subject to acceptance by the Engineer. a. If groundwater is more than two foot above top of pipe at upper end, conduct infiltration or low-pressure air tests. If maximum pressure exerted by groundwater is greater than 4 psig, conduct infiltration test. b. If groundwater is less than two foot above top of pipe at upper end, conduct exfiltration or low-pressure air tests. c. If pipe is larger than 27-inch, air test is not allowed. 4. Exfiltration or infiltration test performed on sections of approved length (maximum '/z-mile for sewers) and before connection to buildings. Low- pressure air tests performed on manhole-to-manhole sections of pipeline. 5. Low-pressure air test: a. Equipment (1) Designed for testing sewers using low-pressure air. (2) Provide air regulator or safety valve so air pressure does not exceed 8 psig. (3) All air through single control panel. b. Procedure (1) Perform from manhole-to-manhole after backfill. (2) Place pneumatic plugs: (a) sealing length: equal to or greater than pipe diameter, (b) capable of resisting internal test pressure without external bracing or blocking. (3) Introduce low-pressure air into sealed line and achieve internal air pressure 4 psig greater than maximum pressure exerted by groundwater above pipe invert. 02700 - 8 (4) Limit internal pressure in sealed line below 8 psig. (5) Allow two minutes minimum for air pressure to stabilize. Disconnect low-pressure air hose from control panel. (6) Acceptable Test Result: (a) Minimum time for pressure to drop from 3.5 to 2.5 psig greater than maximum pressure exerted by ground water above pipe invert. Pipe diameter Time in in inches Minutes - ~ ~~:, , ~r ~,. 2 0 ' - " 4 i . - _. -: , g 3.0 ~ ~; ~.,. 10 5.0 , 12 5.5 .--__ _. - 15 7.5 18 c,7 8.5 ~ ra 21 10.0 24 11.5 27 13.0 (b) Minimum allowable time for sewers with more than one size of pipe: based on largest diameter reduced by 0.5 min. 6. 7 (c) If groundwater level at time of testing is above the sewer, air pressure shall be increased 0.43 psig for each foot the groundwater is above the flow line of the pipe. c. If pressure drop exceeds 1.0 psig during the test period, the test shall be considered to have failed. Locate and repair leaks and retest as required. Infiltration Test a. Dewater and conduct test for at least 24 hours. b. Locate and repair leaks, and retest as required. c. Allowable infiltration, including manholes, fittings, and connections: maximum 200 gallons per inch diameter per mile per 24 hours. Exfiltration Test 02700 - 9 `~ ~,, -~ a. Subject sewers to internal pressure by: (1) plugging the-;irilQt of the upstream and downstream manholes, (2) filling 'seviier `and upstream manhole with clean water until the water elevation in ~e manhole is two feet above top of sewer, or two feet above the existing ground water in the trench, whichever is the higher elevation. b. Use suitable ties, braces, and wedges to secure stoppers against leakage from test pressure, where conditions between manholes may result in test pressure causing leakage. c. Rate of leakage from sewer: Determined by the amount of water required to maintain the initial water elevation for one hour from the start of the test. d. Allowable exfiltration same as allowable infiltration. If the average head above the section being tested exceeds two feet above top of pipe, then the allowable exfiltration can be increased by 5% for each additional foot of head. e. Modification to this test only as approved by the Engineer. Locate and repair leaks and retest as required. C. Deflection Tests: Perform deflection tests on all PVC truss sewers as follows: The mandrel (go/no-go) device shall be cylindrical in shape and constructed with nine (9) evenly spaced arms or prongs. The mandrel dimension shall be 95% of the flexible pipe's published ASTM average inside diameter. Allowances for pipe wall thickness or ovality (from shipment, heat, shipping loads, poor production, etc.) shall not be deducted from the ASTM average inside diameter, but shall be counted as part of the 5% allowance. The contact length of the mandrel's arms shall equal or exceed the nominal diameter of the sewer to be inspected. Critical mandrel dimensions shall carry a tolerance oft .001 ". Proving rings shall be available. 2. The mandrel inspection shall be conducted no earlier than 30 days after reaching final trench backfill grade provided, in the opinion of the Engineer, sufficient water densification or rainfall has occurred to thoroughly settle the soil throughout the entire trench depth. Short-term (tested 30 days after installation) deflection shall not exceed 5% of the pipe's average inside diameter. The mandrel shall be hand pulled by the Contractor through all sewer lines. Any sections of the sewer not passing the mandrel test shall be uncovered and the Contractor shall replace and recompact the embedment backfill material to the satisfaction of the Engineer. These repaired sections shall be retested with the go/no-go mandrel until passing. 3. The Engineer shall be responsible for approving the mandrel. Proving rings may be used to assist in this. Drawings of the mandrel with complete 02700 - 10 dimensioning shall be furnished by the Contractor to the Engineer for each diameter and type of flexible pipe. 3.03 CONSTRUCTION AND INSTALLATION OF MANHOLES, MANHOLE BOXES AND INTAKE STRUCTURES: A. Set bases true to line and elevation on minimum six-inch granular backfill material. B. Install O-ring or profile gasket in joints between sections conforming to manufacturer's standard. C. Cast in place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in direction shall be smooth and rounded to the maximum extent possible to supplement flow through the structure. D. Plug holes for handling with mortar. E. Lay grading rings in full bed and joint of mortar without subsequent grouting, flushing or filling; bond thoroughly. F. Set frames with top conforming to finished ground or pavement surface as indicated and directed. Grading rings plus the frame height shall not exceed 24 inches. r-.,. G. Set frames in full bed of RAM-NEK or equal to fill and make vF~te~ighf--pace between masonry top and bottom flange of frame. - - - ;..~ H. Backfill as specified in Section 02220. -- `v' I. Clean manhole upon completion. ..-, J. Inspect for visible leaks after groundwater has returned to norma'`~level. <E~epair leaks. 3.04 MAINTENANCE OF FLOW: A. Storm Sewers: At the end of each working day, the Contractor shall reestablish the full capacity of any drainage system affected by construction. Diversion of storm water into the sanitary sewer system is not allowed. B. Sanitary Sewers: The Contractor shall at all times maintain full capacity in the sanitary sewer system and protect the system from storm water. C. If pumps are used for the diversion of flow, the Contractor shall have astand-by pump readily at hand. The Contractor shall provide the Police Department and the Supervisor of the Iowa City Wastewater Treatment Plant with phone numbers where the responsible person may be reached 24 hours a day to make immediate repairs and/or replacement in case of diversion system failure. Diversion of sanitary sewage to storm sewers or waterways is not allowed. 02700 - 11 3.05 CONFLICTS A. Provide temporary support for existing water, gas, telephone, power or other utilities or services that cross the trench. B. Compact backfill under the existing utility crossing as specified in Section 02200. C. Separate gravity sewers from water mains by horizontal distance of at least 10 feet unless: 1. Top of sewer is at least 18 inches below the bottom of the water main. 2. Sewer is placed in separate trench or in same trench on bench of undisturbed earth with at least three feet separation form the water main. D. Use water main materials for gravity sewers with less than 10 feet of horizontal distance and top of the sewer less than 18 inches below the bottom of the water main; maintain a linear separation of at least two feet. E. Where gravity sewer crosses over water main or service or where the top of sewer is less than 18 inches below the bottom of the water main or service, the following requirements shall apply: 1. The sewer may not be placed closer than 6 inches below a water main or 18 inches above a water main. The separation distance shall be the maximum feasible in all cases. 2. Use 20-foot length of water main material as specified for gravity sewer centered on the water main. Both joints shall be located as far from the water main as possible. 3. The sewer and the water main must be adequately supported and have watertight joints. 4. Backfill trench with low permeability soil for the 20-foot length centered on the crossing. F. Sanitary 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 material meeting a minimum pressure rating of 200 psi. 2. The force main is laid at least four linear feet from the water main. SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 SUMMARY: f' .-y^ __ - __.__ __ ,.. -~ ~ . ,, y- .,> A. Plantings (trees, shrubs, seed and sod), including soil preparation, finish grading, landscape accessories and maintenance. 1.02 QUALITY ASSURANCE: A. The fitness of all plantings shall be determined by the Engineer and/or the City Forester with the following requirements: 1. Nomenclature: Scientific and common names shall be in conformity with U.S.D.A. listings and those of established nursery supplies. 2. Standards: All trees must conform to the standards established by the American Association of Nurserymen. B. The Contractor shall repair or replace all plantings which, in the judgment of the Engineer and/or City Forester, have not survived and grown in a satisfactory manner for a period of one year after City Council acceptance of the project. 1.03 SUBMITTALS: A. Certify that all plantings are free of disease and insect pests. Certificates shall be submitted to the Engineer and/or City Forester. B. Submit certification of seed mixtures, purity, germinating value, and crop year identification to the Engineer. 1.04 DELIVERY, STORAGE AND HANDLING: A. Protect all plantings in transit to site to prevent wind burning of foliage. B. Set all balled and burlapped trees and shrubs, which cannot be planted immediately, on ground and protect with soil, wet peat moss or other acceptable material, and water as required by weather conditions. C. Keep container grown trees and shrubs, which cannot be planted immediately, moist by adequate watering. Water before planting. 02900 - 1 PART 2 -PRODUCTS -- -- ~_-_ `.. f 2.01 TREES AND SHRUBS: - A. Not applicable to this project 2.02 SEED: -_ ` ~~ `4= , A. Permanent Seeding: Minimum Proportion Lbs./ Lbs./ Mix by Weight Acre 1,000 sq.ft. URBAN MIX* Kentucky Blue Grass 70% 122.0 2.80 Perennial Rygrass (fine leaf variety) 10% 18.0 0.40 Creeping Red Fescue 20% 35.0 0.80 RURAL MIX* Kentucky 31 Fescue 54% 25 0.57 Switchgrass (Black Well) 17% 8 0.18 Alfalfa (Northern Grown) 11 % 5 0.11 Birdsfoot Trefoil (Empire) 9% 4 0.09 Alsike Clover 9% 4 0.09 *A commercial mix may be used upon app roval of the Engineer if it contains a high percentage of similar grasses. B. Temporary seeding or stabilizing crop seed mixtures shall be in accordance to the IDOT Standard Specification 2601.05. 2.03 SOD: A. Grass and sod established, nursery grown Kentucky or Merion Bluegrass sod, vigorous, well rooted, healthy turf, free from disease, insect pests, weeds and other grasses, stones, and any other harmful or deleterious matter. B. Sod harvested by machine at uniform soil thickness of approximately one inch but not less than 3/4 of an inch. Measurement for thickness excludes top growth and thatch. Prevent tearing, breaking, drying or any other damage. 2.04 LIME AND FERTILIZER: A. Ground agriculture limestone containing not less than 85 percent of total carbonates. B. Fertilizer shall contain the following percentages by weight or as approved by Engineer: Nitrogen* - 15% Phosphorus - 15% Potash - 15% 02900 - 2 *At least 50 percent of nitrogen derived from natural organic sources of ureaform. PART 3 -EXECUTION 3.01 PLANTING TREES AND SHRUBS: 4~ __ t -., _.n -- - -- A. Not applicable to this project. - E .~, __ _ , ..~ 3.02 PLANTING SOIL MIXTURE: _ ` ~~ A. Not applicable to this project - t ~< y C 3.03 SEED, FERTILIZE, LIME AND MULCH: ~ ~=' A. Apply lime by mechanical means at rate of 3,000 pounds per acre. B. Apply fertilizer at rate of 450 pounds per acre. C. Seed Areas: 1. Remove weeds or replace loam and reestablish finish grades if any delays in seeding lawn areas allow weeds to grow on surface or loam is washed out prior to sowing seed. This work will be at the Contractor's expense. 2. Sow seed at rate of 175 pounds per acre on calm day, by mechanical means. Sow one-half of seed in one direction, and other one-half at right angles to original direction. 3. Rake seed lightly into loam to depth of not more than '/4-inch and compact by means of an acceptable lawn roller weighing 100 to 150 pounds per linear foot of width. 4. Hydro-seeding may be used upon approval of the Engineer. D. Water lawn area adequately at time of sowing and daily thereafter with fine spray until germination, and continue as necessary throughout maintenance and protection period. E. Seed during approximate time periods of April 1 to May 15 and August 15 to September 15, and only when weather and soil conditions are suitable for such work, unless otherwise directed by the Engineer. F. All areas requiring mulch shall be mulched as soon as seed is sown and final rolling is completed. Mulch shall be evenly and uniformly distributed and anchored into the soil. The application rate for reasonably dry material shall be approximately 1'/2 tons of dry cereal straw, two tons of wood excelsior, or two tons of prairie hay per acre, or other approved material, depending on the type of material furnished. All accessible mulched areas shall be consolidated by tilling with a mulch stabilizer, and slope areas shall be tilled on the contour. Crawler-type or dual-wheel tractors shall be used for the mulching operation. Equipment shall be operated in a manner to minimize displacement of the soil and disturbance of the design cross section. G. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one-year maintenance period. 02900 - 3 f -~ - ~ ~ __. - _ .. .- i 3.04 SOD: - ~ ~ --_ A. Install sod not more than 48 hours after cutting. Stake all sod as 'necessary to .._ prevent erosion before establishment. ~ - B. Apply lime by mechanical means at a rate of 3,000 pounds per acre. j' `- C. Apply fertilizer at a rate of 450 pound per acre. D. Remove weeds or replace loam and reestablish finish grades if there are any delays in sodding. E. Rake area to be sodded. F. Roll sod to establish smooth, uniform surface. G. Water area adequately at time of sodding and continue as necessary throughout maintenance period. H. Sod during approximate time periods of April 1 to May 15 and August 15 to October 15, and only when weather and soil conditions are suitable for such work, unless otherwise directed by the Engineer. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one-year maintenance period. 3.05 MAINTENANCE -ALL PLANTINGS: A. Begin maintenance immediately and continue maintenance until final acceptance of work. Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise maintain and protect all plantings. B. Maintain sod and seed areas at maximum height of 2'h inches by mowing at least three times. Weed thoroughly once and maintain until time of final acceptance. Reseed and refertilize with original mixtures, watering, or whatever is necessary to establish, over entire area, a close stand of grasses specified, and reasonably free of weeds and undesirable grasses. C. Reset settled trees and shrubs to proper grade and position, and remove dead material. D. All plantings shall be guaranteed for a period of one year after by City Council acceptance of the project. E. The Contractor shall supply all water for planting and maintenance. 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. END OF SECTION 02900 02900 - 4 SECTION 04460 LIMESTONE VENEER PART 1 GENERAL 1.01 SUMMARY A. SECTION INCLUDES 1. This part of the Specifications includes all labor, materials, equipment, and supervision required to construct the Limestone Veneer, 4 in. 2. This section includes the specifications for limestone (native Iowa limestone) and limestone accessories. 1.02 MEASUREMENT AND PAYMENT A. Basis of Measurement: SF, Measurement based on actual square feet of Limestone Veneer, 4 in. Split Face installed. B. Basis of Payment: Payment for Limestone Veneer, 4 in. includes all labor, materials, equipment, and supervision required to install limestone veneer, cast stone &CMU block as shown on the drawings. C. Unit Price for Limestone Veneer, 4 in. includes stone, cast stone, CMU block, stone accessories, anchors, delivery to site; installation, mortar, shimming, cleaning and repair and all incidentals required for construction of limestone veneer as shown on the drawings. 1.03 QUALITYASSURANCE A. Materials and methods of construction shall comply with the American Society for Testing and Materials (ASTM) and applicable requirements of local governing authorities. B. Limestone Standards: 1. Native Iowa limestone -Calcium chloride as CaCoa-minimum content = 55%. 2. Compressive strength (ASTM C170 - 50). a. Minimum - 6500 psi. b. Average - 7500 psi. 3. Absorption (ASTM C97 - 47) -- maximum = 7.0%. _-~ ; 4. Specific Gravity (ASTM C97-47) -minimum = 2.3. ~ ~ ~ A ,,, 04460 - 1 ~• ~~ ~l .. 5. Modulus of Rupture (ASTM C99-52) -minimum = 910. 6. No Fossils 7. Anticipated color shall be "Buff' C. Installation: Performed only by experienced stone wall builders with satisfactory record of performance on complete projects of comparable size and quality. D. Provide all limestone from one quarry to ensure consistent color range and texture. E. Do not change source or brands of materials during the course of the work. 1.04 SUBMITTALS A. Product data for stone and accessories required. Limestone: Samples required; include the color and texture proposed for the works,,, __~ .~~ Cast Stone: Color samples. , = r-~- -~° Anchor samples and anchorage details ' ' ~"" = .- ,- c_~r _~ Mortar: Product data and color _- - ~ ~~' -- : , 1.05 DELIVERY, STORAGE, AND HANDLING y} t A. Stone: 1. Deliver, store, and handle limestone materials in accordance with stone suppliers recommendations. 2. When blocking and packing use non-staining materials. 3. Protect stone from damage and soiling. B. Stone Accessories: Deliver, store, and handle masonry accessories to prevent weather damage and deterioration. C. Store cementitious materials off the ground, under cover, and in dry location 1.06 PROJECT CONDITIONS A. Do not use metal accessories with loose coatings, including ice, which will reduce bond. B. Protect partially-completed limestone work against weather damage and moisture, when work is not in progress. Cover tops of limestone with strong, waterproof, non-staining membrane. 04460 - 2 C. Cold Weather Construction: 1. Do not use frozen materials or materials mixed or coated with ice or frost. 2. Do not build on frozen ground or frozen work. Remove and replace stone work damaged by frost or freezing. D. Protect adjacent work from damage, soiling, and staining during masonry work operations. E. Staining: Prevent grout or mortar or soil from staining the face of masonry to be left exposed or painted. Remove immediately grout or mortar in contact with such masonry. F. Protect base of walls from rain-splashed mud or mortar splatter by means of coverings spread on ground and over wall surface. PART 2 -PRODUCTS -, _. ~..~ '~ 2.01 LIMESTONE ~`" ~- _C A. Surface finishes: Split face ~- { ~~=~ -~ ~, B. Sizes: _ _ -- • Height - 4 1/2" actual • Thickness - 4" nominal ~== F,, • Length 24" to 36" '~ ~~ C. Grade/quality: Standard. D. Provide sound limestone uniform in color and texture, free from mineral stains, other foreign matter, and defects detrimental to appearance and durability. E. Color range, texture, and finish of limestone shall be within range of Engineer's accepted samples. 2.02 SHIMS A. Furnish and set to maintain level lines. B. Hard plastic. 2.03 MORTAR MATERIALS A. Portland Cement: ASTM C16-50, Type I, except Type III may be used for cold weather construction. Provide natural color or white cement as required to produce required mortar color. 04460 - 3 B. Hydrated Lime: ASTM C207 Type S. C. Aggregate for Mortar: ASTM C144, except for joints less than'/<" use aggregate graded with 100% passing the No. 16 sieve. D. Water: Clean and potable. E. Mortar Color: To be selected by Engineer. 2.04 MORTAR MIXES A. General: Do not add admixtures including coloring pigments, air-entraining agents, accelerators, retarders, water repellent agents, anti-freeze compounds or other admixtures, unless otherwise noted. B. Do not use calcium chloride in mortar C. Mixing: Combine and thoroughly mix cementitious water, and aggregates in a mechanical batch mixer; comply with referenced ASTM standards for mixing time and water content. D. Mortar for Unit Masonry: Comply with ASTM C270, Proportion Specification, for types or mortar required, unless otherwise indicated. 1. Limit cementitious materials in mortar to Portland cement-lime. 2. Use Type S mortar for all masonry 2.05 STAINLESS STEEL ACCESSORIES ~~:~:~ -~-- _~ ~ ~~~ - A. Stainless steel anchors - AISI Type 304 -_ - _' '~- - - ~ ~.~ _ _ ~`> _. ___: PART 3 EXECUTION - = - - 3.01 INSPECTION ~~~ ' •' ' °~ A. Examine substrates and installation conditions. B. Examine subgrade grade and confirm CIP concrete ledge is level. C. Do not start limestone retaining wall construction until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Establish lines, levels, and coursing. B. Do not use stone units with unacceptable chips, cracks, voids, stains, or other visible defects as determined by the Landscape Architect. 04460 - 4 3.03 INSTALLATION OF STONE A. Set limestone in accordance with drawing details for stone work. B. Shim for proper setting of stone. C. Erect limestone walls plumb and true with joints widths and alignments as shown on the drawings. 3.04 CONSTRUCTION TOLERANCES A. Variation in Mortar Joint Thickness: Do not exceed bed joint thickness by more than plus or minus 1/8", with a maximum thickness limited to 5/8". 3.05 MORTAR BEDDING AND JOINTING A. Lay stone units with completely filled bed and head joint; butter ends with sufficient mortar to fill head joints and shove into place. __ _. ~~~ B. Maintain nominal joint width of 1/2", except for minor variations requirg(~ ~o ~~.~ maintain bond alignment. -- F ., __ ~, C. Rake joints 3/8" deep. - _ , 3.06 CLEANING AND REPAIR _-_ ,.r, j (.r~S A. Remove and replace stone units which are loose, broken, stained, or otherwis°e damaged. Provide new matching units, install as specified. B. Upon completion of the work, remove from site all excess materials, debris, tools, and equipment. Repair damage resulting from stone masonry work operations. C. Final Cleaning: After mortar is thoroughly set and cured, clean masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and non- metallic scrape hoes or chisels. 2. Test cleaning methods on sample; leave'/z column uncleared for comparison purposes. Obtain Engineer's approval of sample cleaning before proceeding with cleaning of masonry. 3. Protect adjacent stone and non-masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 4. Saturate wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clean water. 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W W A 2 ~„• O t- Z U W O ~ W F- O W W W Z d~ N W N < O ~ J Z J N W Y J U Q O~ N J~ W N N O: U t' O Z ^ W ~> J N N 2 ~ U W U W J N W lD m^ • J Z Z Q Q '--" U ~- O N mss' U O Z Q O O m W U• ~ Y O "-' 2 > - W Q Y 3 Q Z O O W - 3 ~ W Z O Q: 3^ O -^ Q Il Z~ J Z W U N O W Q: w^ J Z - f "' '"' W S ¢ J x x C d Z O - E~ W J d Z W •-' O V m U~ F- Z ~- J O Q U F O ~ W~ I~ Z O Z ~ W Z Z~ S~ O < N N -' S O Y O O W ^' !~ c.7 U Q! W ('1 m W t' U 2~ t, ~ ^ 2 J Li Z Z K d' Q N W O Q J¢ O N N J Q O U - F- H N Y J 2 Z W N O W Z x m m> O ~~ Z 0 0 Z (n `-' W Z ^ W J W Q 2 > 2 Z 0 W a > ~ O '-' Y f J~ O W¢ l7 ~ O U J '-' W > Y Q W~ Z _ W Z N ~ J Z ~i.l J ~ W O W¢¢¢ ¢ f O Q W W W¢ f 2 C7 F- W N N 0 0 - f ~' W 2 l.7 H > K W J S > J ¢ J N O ~ J J = Z~ W E x Q W d K 2 Z¢ Z O f~ J N 2 F D: m ~ J W Y >>> ~ A N Z > N Z W ~' O N ^ O 2 0 '-' w ~ O¢ ~ - 6 Q J N N F-- O ~- Q N 0> Z 2 Z¢¢ `~ Q N '-' > O '- J¢ U ~~ 0 0 N N 7 f X N¢ S W 4: W Z N 6 O J J J N ¢ F- U O ¢ Q m~ V~ W Z O O F O~ ~ W O^^ W~~ Z O > W U J~ Z J U W U~ O J O¢ U ~ U (A S W w E¢ U J - `-' f U d p 2 U f W d N ~ W '-' > d >> W W _ K O 0 0 W Q d~ 0 O U m 2 w m ¢ m~ N Z w m w N - Z Z W w X J Y Z W W X Z w~ Y¢ W W 3 ! N O W d 0 f- W O W W m O~ N N 2 d O w N N Q W m U Z U O O~ W ~ U N S ~- O U Z O W~ Q W W U d N Z m N N Q Q 2 N N E N W '- w W W J^ Z U ~¢ F-- 2 w 0 Q N~ O Z F Z~ W ¢ w¢¢ ^ N Z Y x Y 2 0 0 ¢ 2 ~' 2 N W J Q Q 3 N > m ~ o ~ X U E S d F- w d' w O ^ N H F-- ~ O l7 2 Z N~ Q - 0 W~ 0 Z '~ N S F- E W Q O O N J ~- W l-7 O Z~ O ~- f¢ J~ Z O J > O O yJ ~~ W U O O O U F- 1- F-- 2 0 J l7 ^ Z^ Z f ^ 0 0 0 t,7 U Z~ •-' ~- Z O O N Z W O Y < Z ~~ W '--' O '-' Q! Q O O O N U O O ~~~ W Q W W~~ - v 3 ~ - W O J ~ O O O J m Q O Q O U J W W Q ¢ m W Q m Q' Z O F- m¢ N 2 O~ >> _ o p p - K S O E 0 0 O~~ O U Q: ~- ~ U Q Z 2 O: N K K~ f 2 J Q: N Q: O_ J~ W Q: p N N ~ Z O K S~ O d J J K~ J Z d W W ^ J Z W O W J S W Z W J~ O W W Y W W W N O W W N W O N w f W J '-' Z N "--' - Y W W W J W Q¢ W W o U 6 W w J Z U Q U ~' w U O W W w W J N W W W r ~' w w w ^ J '-' Z 2 ~ - w ^ Z Z ¢ ~ w U X 0 '-' Z < 2 U S¢ W W w U U >> w w W W W Z W W W Z 2 ^ t, ~ W ~ W J^ Z~ ~ ¢ f '--' l.~ d' U W Z ~ O w W Z Q: f W 2 p Z ~ H w N W W ~ K 2 F W W W J ~ 2 ~ J 2 0¢ ¢ H H 2 O ~ W S W O 3 2 H N 2 U N W Z W S W ~ m ~' N Q: K Q! '-' Q! ~ ~ 4: ~ a _ 3 ~ Z ~ ~ ~ _ O W N¢ m U O Z~ N¢ m W 2¢ 2 O¢ m J¢ m Z H O¢ m U O W W N¢ m O W .-. ¢¢ m U ~ W ¢ Q ¢ m U 0 t7 l7 ¢ m ~ N 3 - ~ _ _ V 0 E o ~ P O z N (") cf In U n m O' O ^' N E in in in in in in ~n in cD co cD °i ° z " '~ ~n N O O v °' U ~-. ~' t Z U O O Z f J ¢ ~ i ~ cn W O ¢ ¢ W Vl W J,4 f J~ Z S Q'4L Y LL 3 to ~ U ~ ~ J~ W H n d Z ~ p ( O d Z f K ~~~ N L,~il a O ~~ (n d O O O ~. ~ .i' ~. W U N (n W Z Z ~ Z¢ ~ U LL ~ •¢ (f1 ^ J O W ¢ ~ (n U ¢ O ~ ' ¢ - f N O O ~ (n O ~' Z J O ¢ J Y ~ ~ ~ ~ , (n W ' Z~ t, ~ U O Z~ J W ¢ d ~ ' O Z~ Z U J K W W ¢ O (n O¢ ~ ¢ W Z ¢ ~ W O d J~~ p U d O ~ U ¢ W f pZ (n J O LL (n K Y Z f O W t7 O O ¢ W w O O¢ J p p W H LL ~ ¢ ~ W f W S Z (n O U O m LL ~ - W U~ U ¢ W ~- W U (n O ¢ ~' > W m N O~ 0 0 ~¢ J U V1 J- '-' ¢~ W W f (n p Z W ~ J LL p p~ p J W Z J¢~ LL U W Z U O (n ? O ~ Z ¢ S ~ J ~ d ~ ~ ~~ U Z O d 1- ¢ U U> Z Z J O Vl Q ~ W O > ¢~ S Z W O (f1 O '-' J U Z Z O ~ LL p¢ ~ W 2 d X Z W m p~ (n 0 0 (n Z J W ¢ p ~ d U ¢ Z W ~ 3 O V1 F- O LL ~-- O f ¢ V W ti m U 0 ¢ J > d ¢ ¢ O J J "~ W ~ (n D LL (n '-' J O ~ Z W y J (n H W O l.7 W S J U J Z¢ (f1 U Z J W (n W ~ W~ d W¢¢~ ~" Z O ¢ m V 3 ~~ ~ Z ¢ ¢ O~ F- 1- E ~ S O W O ~ W w 2 N p Z m Z p 2 Z m V1 O O ~ X ~ ~ Z ~ J N ti U Z U¢ ¢ Y J O J ~¢ U' d~ Z U ~ W Q Q 3 w ¢ O ~ ¢ S E~ LL 1, U oif 4. U¢ S Z 0 0 o -- ~-W ¢ o U p~ ow ~ o d ~ z w w¢~n =aoz X O O N d. - W - W W I ti Y- W Z ¢ ~ m U O d (n ~ Y (n LL N O S¢ W~ O 3 ~ Q ~ J N Z (n m f '-` J ~~ W Z W O¢ J O ¢ Z 0 0 (n LL O f 2~ U O W '-' J W W J W S U (n m J O~~ m LL ~ N ~ 1- Z ~ LL Q Z N Z W O H >¢ m ~ ¢ W ¢ ^ F- H- O S p J f p `-' W Y W ~ U J~ J F¢- 0 0 w pZ ~ H S f ¢ Z W ~ ~ ~ O ~ (n J U Z F J U O W N Z W W Z LL¢ 2 (n J Z W O (n ~ U W U O W U Y¢ J O O W Z p~ LL~ O Z O O ¢ W (n •-'• O U J U O Z (n ~ z-w-- r ¢ ¢o ~ zw LL ww-2 ¢ c~c~o¢U -' LL O ~ ~ W Q d ~ 3 - 2 Z~ W- O O F- O O J `• p U U ~ w O~ LL Z~ OU W O C L ~ w t' ~- 3 w o w ~ w Z LL m Z ¢~ Z ¢~-w z z wc~ ->~w~ ow ~¢ o ~¢-~z ~ ~ ¢oU ~ u z cn ~ J N J `-' W Z Z ~ "" W~ U ~ O F ~¢ U t7 l.7 O W E "" ~ f - ~ /y Iy ~ W W J J W (7 ¢ J~¢¢ J J d W O Z O LL f 0 Z Z~ N O O V W d U1 O O ~ U Z `~-' ~ O p m om- (n W W~ LL ^ J W f~ O U^ Z Z J H ~ Y Z O O W d Z^~ W '-• V) U U W O ¢~ F Z S U O • J O W U p U¢ ~ LL O Z J= `J ~ ~ Y LL O O U 6 ¢ W O J ~ Z _ ¢ O U U~ S O Z W f O Z f U O F-' ~ W U J ^ Z ~ J ~ Y d K '~ ti V1 K¢ U ~ (n U O O O ¢ Z~ W '-' Z '-' '-' (n d ¢ LL w d f '-' O W ~ " O O U 2 W V ¢ m O J W Z¢ d [.7 d " Z ~ W~ ~¢ D Z LL Z d>~ J U Z ~~ (O m ^' U F- m W '--' f ~ W Z W S W S O S '-' O O¢ d~ '-' ¢ f Lfl O~ J~ ¢ U' O p- W~ J W ~¢ W #¢# O Z Y J Z Z J '-- (n ~ Z^ m~ Y O 3 U v n U '-' ¢ W K Z Z O O Z p (n ~ "r C W O¢ O O W J J W U ¢ U Z¢ ~ Z lf') (n ~ (n O W Z_ '-' 2 - ^' J (n Z~ W J Z W U >^ 6 U ~ U ~ U W f O S Z J O J S O O ¢ U O m W O O l7 O (!1 ~ O O E f¢¢ f K Z ^ ~- W X ~ ~- Z '-' O W p d' U (n U O W ' Z N Z d ti Q m~ ¢ ¢ U¢ ¢ •-` ¢ C7 • d¢ O Z '-' [n U~ 3 ^ ^' ~ J Q' d~ J W 0¢ • Z S 2 J U¢ p ¢ (n J K Z~ '-" O W W O (O ~~ Y J¢ f Z U p Q Z LL d# d f ~ ~- Z O LL J¢ Z Z '-' O J~ d ¢ t~ J Z U1 O W S Z ~- ¢ / W ¢ U~ Z ~ ~ ~ W W~~ Z¢ "' W W W f f W f ^ 3 S~ J Z O- O (n U¢ ~" a J U~ O Z W ~ p W~ f U d d E m ~ ¢ W J¢ O W Z J J W O f 2 a W U U U '~ W (n Z J V1 -~ J W ~ J Z d d ^' W c'7 Z '-' LL O f ¢ Z 2 U d J J¢ ~' O '-' ¢ n> ~ ~' W ~ O U ¢ W Z> lf1 O¢~ U' ~' W U U U~ f Z ~ # c W W # U ~ w p p -- p U p O ^¢~ W J J O Z¢ ~ J U O 1~ `~ U N ¢ Z m '-' '-" W O p 2~ a O ~ p> ' ~' Q G W O LL S (~ O W¢ W '--' W W O¢ m Y 2 O~ O d W m J Z Z¢ (f1 W d Z '-" ¢¢ "~ ¢ f Z U' W ¢~ U ^' F- W Z d (n U~¢ W W ~- '-• J ' Q W W 2 U d U O m~ S 0 2 ¢~~ W W O W W O U U Z~ Z J U '- W ~¢ '~ 2 U J J LP ~ Z (n 2 '-' Z S i p '-' W C7 2 '-' 0 0 0 ¢- ~ 3 (n O ¢ ~ ~ (n O U Z~ J~ o 3 f- U~ O p 1J Q w < m<~ O o 3 O = ~ W ¢ ~ i W O Y w > Z Z N ~ -7 ~ U O U O '-• ~ W~ Z U W d J O- Z w LL Y K O 2 (n U = Z ~ ~ LL Z W '- J J O d W p J 2~ f W 0 0 E¢¢ W ^' S~^ O Z O O d 2 Ln O • J S ~- E¢ O lf] U (7 ~ (n ^ Z l7 w 6 0~ f Y~ ¢ ~ U W W Z Y Z W W¢ W ~ LL d- (n F- W¢¢ O ~• O p J (n O W N (n U (n ¢ O~ f f O¢ O W Z¢~- In ¢ f LL~~~ m Z Z O¢ O W ' ' ' Z> ~ d J V1 " - 3 O W ~ ¢~ Z S~ l7 J l7 Z ~ ~- O U Z O O J ~' Z O Y Z N~ W LL •~~ p 0 LL Vl ~ O f - ' ' F- (n ¢ W Z - p W 0 LL O m W W U '-' ~ ~ Z Y ^ ¢ d W~ 2 `--' ~~= W 3 ~ ¢ W U '--' V1 '-' W a p O (n p W J W V1 (n O ~ Q Q ~ J> J J m W O m~ W ~ O S Q Z W J ¢ ~ W -' W p W J ¢~ J W~ m J X t' lJ W ~ Z Y J W U W W f ~ ~ V1 ~ W (`"1 O Z •--' W~ U J U¢ d - ¢^ C W -- ~^ W- J J f¢ (n W O O Q O Z Z J (n ^ W W aC J N K Z d f O J W~ J < J O W~ p O J m m Z O f O¢¢ J d¢ W J J O m Y m `-' J li O ~ ~ U m li _ LL li O LL O m OW Z J ¢ S~ J ~~~~ > U J m ~~ 3 ~ W Z W ~ p t~ W LL O m Y J 3 m J V1 m W~ m¢ O Z Y O X U O W (n S J O¢ K¢ (n O ~ 3 ~ ~ I ~~ 0 p o S (n ¢ O m O Z J 3 ~• ¢ ¢¢ O~ ¢ 2~ E U O d ~' ¢ J S J W ' J¢ U - J (!1 W Z ~ J¢ "' J ~- ¢ O W N t (n ~~~ W A N O J m `-' J S f f F 0¢~ ~- ¢ Z (n Y¢ U J W ~ ~ J ~ f ~ t' O ¢ ~ N J ~ O W f (n LL U J ~ W ~- 2 - J S ¢ ~ ~ J ~ ~ l7 t7 ~ ¢ U J W ¢¢ 2 Z W V] 2¢ V1 m 0¢ U W '-' Z p Z - S O W O W O Z 3 ¢ J f 2 0 '-' W ~~ O W W Z f W ~ ~ H H- E '--' W N~ Z O Z Z (n m W 0¢ W~ O~ 2 I~ U t7 W S ~ (!1 Z J W J (n '-' J Z Z- 3 ~ (n lP Q' ^ J '-' U 2 t' ¢ ~ U ~ W W J ¢ S O ~ > '-' Z (n Z (n N "' 2 l7 p (n ~ ~ U Z '-' O 2 J CJ J ¢ p F-- - ~ Q p ~ !~ O m W J ¢ (n Z w f '-' ~¢ O Z 2~ 0~ Cn J (n ¢ 6 lP (!) (Jl Z Z O¢ W ~ Vl ¢ J Z¢ f '-' ¢ (J1 (/) S i d ~ ¢ W ~ W Z O W W +++ Z¢ p m- "" O O~ LL O ~ W W m U d p f N (n J (7 N N ¢ F" -~ Z ~- O p~~ '-' >> f 0 0 Z O '-' (/7 l7 W W Z W O O Z Z O U~ f Z O (f/ Z LL (11 W¢~ O~ U W Q ^' N (7 LL Z m Z~ (n Z ~- U Z W~ ~¢¢ Y ~-- ~' ~ O m l ~ Z m~ Z t' ~ t- ~ c.7 ~ c.7 ~¢ O U Z ~~ 0 0 Y p~ Z p O 1- Q U LL ~ d (n W Z •.-' "' O `r Q •-~ ^' W O O '-' O m¢ O S¢ d ^ W D W U W X '-' K ~ U F- U Z ~~ (n ~ H W-> J (n (n ~~ N W U J U '--' d' p~~ O p ." -¢ ~ ~ LL J LL ~ J W N~ O J U (n W ~ W (n ~ O O O p p W W f W Z (n Y O J (n F- W W W W~ J Z U W J^ W J 2~ (n 7 W U p LL U~ O Z <- Z l.L ¢ U J W W W LL LL W LL '-' W~ O¢ '--" U ¢ LL LL J~ J W V) W J l ¢¢¢ ¢ U W W~ ¢ LL Z W~ J ~~~ W W~ W¢ 2¢~ 2 2 W (n W W J~ J~ O S O- LL W Z O¢ Z •" O O N J O 0 0 2 m Z S 2 O LL U W ti O~ O~ ~~~¢ V1 6 Vl d ~" LL V1 ¢~ '-' ¢ (f1 •-' 3 U U J m U C W (!) Z Z Z~~ '-' ~ d~ f t' N O N W F- ~- LL O O ~ U O (n (n (n d l _L ~ m ¢ m U O mp E¢ W LL¢ LL U 2 ~¢ m U < d d d¢ m U p W LL t' 2 ~ d¢ m U O W LL ¢ S LL r Q1 O U E ~ . ~ ~ mmo Q. 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C C Y Z Y C O O C 7 N L N ~0 Y s s O "O L Ol Y '~ E O U O~ Y C 7 m _ n ~0 C T - f0 E N 0! f0 ~ L d N - - - C O O > ~0 C C Ul O L f0 N~ N C N - Y tp 7 - Q N L ++ L O1 T O (p Y-- U- Y N f0 U L > C N 'D ~- O N L f0 L Z u ~ - U L p - d U N Y O_ v - m v~ E fO W D c D - o v im- -' m s D_ n ~ e m s- ~ ' n s s Y L m T O T A L T- L X 3 3 'D O N "~ L L N ,~ o N "O ~O ~~ - L~ 0- N Y O V L- n O C L _ Y "O O N T Ul ~ T- O Y C L j Y UJ O L W O > '-' U C N f L f - N t (~`~i ~ /, a N L L- Y ^ a .+ U1 d D C N L U~ u O f0 O f d Y ~ L L ~0 C O O O ~' - d N 0 l 0 O L> `~ 7 ~ `.. ~ '~ . ,.L _ 0 O N C Y E u L W E O U N T O 3 f0 C ~ O N C N O 7 0 E Y y 3 L f0 Z "O d f0 m T C Y L ~> C E N N O Y Ol d Y (0 L O ~O V- -O ~ Y- O ~ N Y ~ - O L -' Z _ O O O N L D_ n C J O. N Y N N U N L N V - T C N 7 D J ~0 OJ L Ol > O c U! N •-~ C O D '~ Q' O R C O _ D N ~•- L~ n N O Y ~ L •• ~ 7 N L a C^ N Y Y W . ~ O Y . 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O N C N N O Y f0 O Y T O) N 'O N d -' ~-• C O L N Y n J T st C T Y d L - O Y L N '~ U L C D L T ~0 ~ Y (L L N O n d Y L N O U N N Ol C J T Y G - O N N- ~ O Y Y- O_ Y D -~ G) O N f0 N N Y N L N O N C- 3 UJ Y N . .. ~ L ~- ~p p~ - Y N N U "' -- C n Y N N n Y L ~0 ~0 O N C ~0 ^ ' O> L C N Y C ~0 ~0 U (n L- U~ 7 L N T ^ O p~ N-> N C + L ~0 N L C s L Y L C N L L N - s - L Y O ~ J C L H O C - O N L ii ~ V Y N O f0 Y L C Y f0 O f0 N •~ U~ O> N O1 n D N V L Y - N N m N v O) >~ C t !O N- T C T- f0 O- Y C u '~ N •"' ~ 7 T U1 d N Q U/ L~ L "' C d - IO Y 'O N L Y L f U f0 O "O _ L f0 O F' ~0 a- n N N ^ C Z ~ y 0 n~ N T L ~EE11 Q C N L N N d O~ t0 - C O ~ > T D 0 N C y L O 0 pp E T U iO U E O~ O Ul a .+ L e Q~ ~ L C T ^ N ,O N O ¢ N L d V V N N C L O y E- N C v D - f0 Y- v~ - N ~O 7 s - T Y N N~ N D ~0 N V L N- N L~ ~ 7 U N _ Y N N E 'O 3 f0 O N C¢ 01 -- Y f ~ ~0 N - Y ~ 3 N y ~0 Qf ^ O N O N t0 -~ L O~ J D L Y N L Y- L C U n L Y- N L U N N N O E O N L C L O) -- D- O 0 N O ~> O s 1~ C ~~ n O n s E ~0 N D a0 C - O L N W O L V- N O_ ~0 U- N Y n L f0 - Y O Y ^ N C W L L Y Y L C C Ol O E- C 3 N N -- O Y J - Y Y N- N N Y n O O_ ^ L •, O- 7 ~0 7^ Y C n U ~0 + •-' f0 T V s ~0 > Y f0 U Ol 0 O ~0 . N O OJ L- Y C f0 E -' J ~ y O v n O J tp L N O N n N~ +- Y Y Y 7 N 6! Ul O O m N s L N Ip L . . E O 3 7 L L > N O f0 C O Y L N ~.- N N- O C Y u ~ C ^ E~ L L U! E~ y N Y r0 N f0 > Y E Y Y - N- N v Y ^ Y L '-' Y rp p Y - O ^ p~ fp L ~r Y i L O C ~0 Y N- ~ O C N O N ~0 Y v O C N C OJ - U L U O! L~ U O C U Ol ~0 01 U L- N n ~ X 1- O L U Ol N N d J C C Y 7 U1 f0 C y N L Gi L O d O ~ N C f0 C O D N L U! U! - N D O~ U Y- D Y ~0 d Y N C n D L W f0 d L O L •-~ Y Y Y L y U f0 L N 7 0 ~D U! N L 1- Y Y a N U IO ~ ~•- ~ N 3^ 01 N N O N N ~ O N N C 7 N C N O C Y - L O Y O N Y n Y Y Ui N N 0 0 0 /y - Y N L OJ N Q '~ - U N ~0 n n L C- C U) Y ~ f0 N- N T N N Y •-~ - y C N- - - C Y -' N C C C ~0 U - L O Y u I.L V - v- U V > Ul ^ D "' W C L O- v f0 `-' - C N L L L Y •~ Y - N O O U- N Y y U 3 ~0 ~0 L O Y v Y O N T tp . -. C a' U (n W 3 Y (0 O O U -- 3 N u f0 ~ UJ U O y s ~0 C D U! O C L f0 L L C O N L N O_ U N 7 '~ " Y 7 u N^ ~r L C - L L ^'• Y Y N W Ol O E O- O - _ N- O Y L D J L 01 X U! 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C ++ ya 'O U N +-~ N N - C L w+ N - ~0 C N N~ E ~ ~ 7 V C -aL - O L ~ ~ L N O + Z O !p " O ++ (p U u~ + O L L ~ Ql 1J +-' Q! N d O d C N J U >• N S1 T O ; U O C T~ Q U p p O N~ > D m 7 N ~- d ~0 C L ~ .. ~ U a ~p C E - (0 L; 7 ~0 +~ O O L ~ N > u~ ~ O ~0 ~ O ~0 - ~ L~ ~ c t °1 ° ' L ~~ f ° w r-i a o o +~ v o m L (p u, c o E o N o ~ ~ ° ~ m LL - O - - L - L N ~ ~ U a ~ Y LL T +-' O W - ++ ~ O C C ~0 O T u 0 ' L O ~0 u C u O in E O + ~ 7 C N -O ~ +' ~ L U1 L V C C ~0 O y ~ L O O N O N N D O U L - }' y O ~ C ~... N d ~O - - ~ Ol U d d tp ~- O C Y .U-, J - ~ L (6 0 0- L D D- +a 7 ~ C ~0 L Y O V 4- ~ > C C - "O ~ U U 7 C ~0 N - 4! N ++ a~ L V~ IO 7 N O O 1J N U1 O O O N Y U 6! O L ~0 U! O C E a O C D: E O FL- d a r+ F - d ~~ O. f ¢ ¢ u d N C E 01 N N T tp N ~ D _ L 0I ; ~ ~ ~ L - U - •-• - O (0 T fp T - tp 1n - (p - ~ f0 N- ; L L N N ++ O y N y > ~ - L fp ++ O > fp L O N L U ~.. V > ! ~ ~ Y N [O >. N W Ul Ul - ~ ~ L ~ L Y L a-~ +~ U! ~ -O C V N ~ N ~ N d d O N U! C Q! W ^ N N F- U> L H N L L '~ + V~ C O Q . ttpp N V~ N ++ L N L C L L L L L O +' U ~ L ~ L O 7~ - o T N N + +' O L C o ^ a +~ E N +' in L D o L O d T '~ m Y D ~0 7 L W , N W O c U O O U t p a^ C O U F ; U N O ~' D ++ C N ~0 C v ~0 d- N - ~' fp O^ N L C ,f, - Y T L ^ ~0 ~0 a~ C - m O O O~ ~ L- ~ ~L d - N N N O! O O C L N N 0 0 ~ O ~ ~ u C +-' rn E L ~n ~o E O M + ~ ~ C C - p, t 0 O V1 ~ O C T y N u~ L Y y T +~ - + N C U ~0 v 0 H L N fp N d 0 ++ (p ~ O (p ~ . .. Y T L C ~O L N~ N -- UJ O d d ~ O N- N +~ V N C y U U~ t U > X 6! L t0 L ~0 O C N L +~ U L N N N 0! 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O m N T Y C u+ ll N +' • d +~ i' U ~ N +~ +~ U L N ++ (0 +~ O ~0 >. - D y N L 7 L > u N + ~0 C C ~O N - ~0 V~ N N ~~~ .~ 01 N U N O 1n E L +~ '-' L ~0 N N N ~O + + L C C; .-+ O~ N O O - L (p -- p~ L u U ~n 7 ~ Q in N O~ C Y C E E C L .~ + C N C C d^ i V O C O_ GJ O N ~. U d O ++ Q! N T v v a~ ~ +-' 7 UJ O^ O N> E N N " O in O -- N 0= L 7~ ~~ N _ N u 3 N O U d 0~~ U S N 01 '~ C +-~ L O _ C OJ V1 L 01 U C N L C ~~ _ Q, ++ u B C N ~0 N L O N C ~ J in ~ (n ~0 - L L Q O (n L N L O O d a 0 - O N C ~0 6 3 L N L U m O N O aD O' . -, . . N Z U Z O U Z O U Z Q r O N W Q Z Z ~ O Q &g = a U J m Z W U 3 v W ~ 0 F `~ r Z cW i W NON I.I. o CaC G ~ W UW Z>Q m ~ U 3 ~ ~_ W 3~ 3 Q Q > J W J m U 1 ,Uy i-I ~~ ,~y i-•1 . N ~~ ~! H ' ti; t--~ • WJ ~1r f `.LI N O ~ N ~ m m ~ o o .~ - ~ C o L O m .~ y N 7 "O ~ N 3 N v 7 C > Q ++ '~ ~ ~ Y m L F-- 30 Co J v Y T `- ~ o Ol ~ C d ~0 E - OU ~ ! 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X w:: I: X w :::: - x w l -. i W j 1: F ~. ~ ~ ~ : W. . 0 W LL .~ N . ~: I w I l ` 1 I. ~ z 0 X z 0 wv Q~ ~N Q.' Fa- U Z W C W oa ~_ ~ W = Z UW ~a~ m ~ U ly ~ O Q ~a w~ 3~ oW J {Lm r O U U U cd . r., ~--~ ~--~ ~: ~; y ~" ~-a ~~. z CD O X z 0 W H ~ U Z W W fA Q ~ F U H Z W W O d Q ~ ~ W 2 Z UW Z > ¢_ ~a~. m ~ U ~a3 ~ ~ O_ W 3~ ~o w~ O~ J W J m U U F--i U CC • .r .~-+ ~--i :+t1 r .~ ~J ',J ,--. r ~~ LtJ u~-cu-u ~ _ - 4d 2 Prepared by: Dave Panos, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO. 07-42 RESOLUTION SETTING A PUBLIC HEARING ON MARCH 5y 2007 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE LOWER WEST BRANCH ROAD - SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 5 in day of March, 2007, at 7:00 p.m. in 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 20th day of February , 2007. Mayor ATTEST: .~ ` ~.~t~' City ierk Approved by: r- c ~ ~ ~~ ~ ~ ~= City Attorney's Office Resolution No. X7_42 Page 2 It was moved by O'Donnell and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: ~_ Bailey x Champion x Correia x Elliott ~_ O'Donnell x Vanderhoef X Wilburn Printer's Fee $_1~i ~.: CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, Diana Becicka, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper ~ ,time(s), on the following date(s): ~ ~~~,~~ ~ ~, a~v~ Legal Clerk Subscribed and savor to before me this i~~ day of A.D. 20~_. Notary Public _ _ _ eq, e + ~ ~ $ ~ Commission Number :`,"2619 MY Commission Expires January 27, 201 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST 'FOR THE LOWER WEST BRANCH ROAD -SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE, CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, spec'rfications, form of contract and esti- mated cost for the construction of the Lower West Branch Road - Scott Boulevard to Taft Avenue Improvements Project in said city at 7:00 p.m. on the 5th day of March, 2007, said meeting to be held in the Emma J. Harvat -Hall in the City Hall, 410 E. Washington Street in said city, or'rf said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, spec'rfications, form of con- tract and estimated cost 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 persoris. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and com- ments concerning said :plans, spec'rfica- tions, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK 72818 February 26, 2007 03-05-07 8 Prepared by: Dave Panos, Snr Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO. 07-6~ RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE LOWER WEST BRANCH ROAD -SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, 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. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount 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 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. 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, until 10:00 a.m. on the 28th day of March, 2007, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law. Thereafter the bids will be opened by the City Engineer or his designee, and thereupon referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its next meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 3rd day of April, 2007, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Passed and approved this 5th day of March , 2007. Mayor ATTEST: +-~~z City Clerk Approved by: City Attorney's Office Resolution No. 07-6'~ Page -Z It was moved by Champion and seconded by o' Donnell the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey ~_ Champion x Correia x Elliott x O'Donnell x Vanderhoef x Wilburn ADVERTISEMENT FOR BIDS Lower West Branch Road Scott Boulevard to Taft Avenue Improvements Project Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10:00 A.M. on the 28th day of March, 2007, and shall be received in the City Clerk's office no later than said date and time. Sealed proposals will be opened immediately thereafter by the City Engineer. Bids submitted by fax machine shall not be deemed a 'sealed bid' for purposes of this Project. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat at 7:00 P.M. on the 3rd day of April, 2007, or at such later time and place as may then be scheduled. The Project will involve the following: Reconstruct Lower West Branch Road from Scott Boulevard to Taft Avenue including all materials, labor and equipment necessary for the project. Approximate project quantities include: 23,107 CY of excavation and embankment, 21,200 SY of 9" PCC street pavement, 1,259 SY of 4" and 4,914 SY of 6" PCC sidewalk pavement, 5,270 LF of 12" water main, 11,682 LF of subdrain, 5,265 LF of storm sewer, 63 storm sewer structures, 2 RCB culvert structures with decorative headwalls and railing, pavement markings, erosion control, seeding, traffic control and miscellaneous related work. All work is to be done in strict compliance with the plans and specifications prepared by Engineering Alliance, Inc. of Cedar Rapids, 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 and post bond satisfactory to the City insuring the faithful performance of the contract and maintenance 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 until a contract is awarded, ADVERTISEMENT FOR BIDS AF-1 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 be issued by a responsible surety approved by the City Council, 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. The following limitations shall apply to this Project: Specified Start Date: April 23rd 2007 Completion Date: March 31st. 2008 Liquidated Damages: $800.00 per day 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 maybe secured at the office of the City Engineer of Iowa City 410 East Washington Street, Iowa City, Iowa 52240, by bona fide bidders. A $100.00 non-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: Treasurer of the City of Iowa City, Iowa. 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 Economic Development at (515) 242-4721 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 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 will be given to products 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 preference law applies to this Project. ADVERTISEMENT FOR BIDS AF-2 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 ADVERTISEMENT FOR BIDS AF-3 i~~; ~s7 Prepared by: Dave Panos, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO. 07-114 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE LOWER WEST. BRANCH ROAD -SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT. WHEREAS, Metro Pavers, Inc. of Iowa City, Iowa has submitted the lowest responsible bid of $2,455,182.73 for construction of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: The contract for the construction of the above-named project is hereby awarded to Metro Pavers, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 3rd day of April , 2007. Mayor ATTEST: / / ~~t-•~ ~'1" - 5'~2~ City Clerk App ed by: y _ ~ ~~ ~ 7 City Attorney's Office Resolution No. 07-114 Page 2 It was moved by Correia and seconded by adopted, and upon roll call there were: AYES: NAYS: 0' Donnell the Resolution be ABSENT: x Bailey x Champion x Correia x Elliott x O'Donnell x Vanderhoef x Wilburn Printer's Fee $ 3 , 5 °3~ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, Diana Becicka, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper ~ .time(s), on the following date(s): Legal Clerk Subscribed and sworn to before me C this ~ ~ ~~ day of A.D.20 ~~ otary Public- ` ~"~a~ ~ G~mmi~s!or^ Nurrirz T 732Ei18 t , :;~ P#~y L:anvmr:s's=rr :x;.,;res i •`°o++~ Jar^ut7ry 27, 2G08 t_..--- - ,~___._ ,.....~ OFFICIAL PUBLICATION ADVERTISEMENT FOR BIDS Lower Wast Branch Road Scdtt Bo4levard to Taft Avenue Improvements Project , Sealed proposals will be received by the City Clerk of the, City of Iowa City, Iowa, until 10:00 A.M. on the 28th day of March, 2007, and shall be received in the City Clerk's office no later than said date and time. Sealed proposals will be opened immediately thereafter by the City Engineer. Bids submitted by fax machine shall not be deemed a 'sealed bid' for purposes of this Project. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat at 7:00 P.M. on the 3rd day of April, 2007, or at such later time and place as may then lie scheduled. The Project will involve the following: Reconstruct Lower West Branch Road from Scott Boulevard to Taft Avenue including all materials, labor and equip- ment necessary for the project. Approximate project quantities include: 23,-107 CYof excavatioh and embank- ment, 21,200 SY of 9" PCC street pave- ment, 1,259 SY of 4".and 4,914 SY of 6" PGC sidewalk pavement, 5270 LF of 12" water main, 11,882 LF of subdrain, 5,265 LF of storm sewer, 63 storm sewer struc- tures, 2 `RCB culvert structures with dec- orative headwalls and railing, pavement markings, erosion control, seeding, traffic control and miscellaneous related work. All work is to be done in strfct compli- ance with the plans and specifications prepared by Engineering Alliance, Inc. of Cedar Rapids, 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 fn a sealed envelope, sep- arate from thelone containing the pro- posal by a bid bond executed by a cor- poration authorized to contract as a sure- ty 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 and post bond satisfactory to the City insuting the'fafthful performance of the cohtfact and maintenance of said Project; 'rf requfred, pursuant to the provi- sions of this notice and the other con- tractdocuments. Bid bonds of the lowest two or more bidders may--tie retained for a period of not to exceed fifteen (15) cal- endardays until a contract is awarded, 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 be issued by a responsible surety approved by the City Council, 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 opera- tion of the contract, and shall also guar- antee the maintenance of the improve- ment for a period of five (5) year(s) from and after its completion and formal acceptance by the City. The following limitations shall apply to this Project: Spec"died Start Date: April 23rd 2007 Completion Date: March 31st, 2008 Liquidated Damages: $800.00 per day 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 the City Engineer of Iowa City 410 East Washington Street, Iowa City, Iowa 52240, by bona fide bidders. A $100.00 non-refundable fee is required for each set of plans and speci- fications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to: Treasurer of the City of Iowa City, Iowa. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority con- tractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall IisT on the Form of Proposal the names of persons, firms, companies dr 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 contract shall submit a list on the Form of Agreemenf of the proposed subcontrac- tors, together with quantities, unit prices and eMended dollar amounts. By virtue of statutory authority, prefer- ence will be given to products and provi- sionsgrown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa recipro- cal 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 irregular- ities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 72843 March 12, 2007 Printer's Fee $ /~J (o CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 IIi'"`'l~a, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper ~ time(s), on the following date(s): i t 1 ~~. U U 3 r ' .,~/ Legal Clerk Subscribed and sworn to before me this ~[~~` day of A.D.20 ~~ Notary Public ~ LINDA KROTZ ~* Commission Number T3261 • My Commission ExWres ow Jan 27, 2011 ~-~ ~, ~- D ~v ~ ~~- OFFICIAL PUBLICATION Public Notice of Storm Water Discharge City of Iowa City plans to submit a Notice of Intent to the Iowa Department of Natural Resources to be covered under NPDES General Permit No. 2 -"Storm Water Discharge Associated with Industrial Activity for Construction Activities". The storm water discharge will be from wetland construction activities located in the NE 1/4 of Section 26 T79N RQ6W in Johnson County. Storm water runoff from this work will flow from roadway ditches and unnamed tributaries to North Snyder Creek to Iowa River. Comments may be submitted to the Storm Water Discharge Coordinator, Iowa Department of Natural Resources, Environmental Protection Division, 502 E. 9th Street, Des Moines, IA 50319-0034. The public may review the Notice of Intent from B a.m. to 4:30 p.m., Monday through Friday, at the above address after ft has been received by the department. 75599 May 16, 2008 BOND NIIMBER 8195-76-41 PERFORMANCI: AND PAYMENT BAND Metro Pavers, Inc., PO Box 2508, Iowa City, IA 52244 aS (Here insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and Federal Insurance Company as Surety, hereinafter (Here insert the legal tittle of the Surety) called the Surety, are held and fumly bound ~r~tp thew olHtaw~ C~v l a .~blis~e hereafter oa{led the Owner. in the mOUnt of o i io ou u re i ~ e --olisan_- a re~ , ~_e~ity-~wo an~ ~1 ~--- ($ 2.455. ,182 . ~ 3----} for the payment far which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, sucx"essors and assigns, jointly and treeverally. WHF..RF~AS, Contractor has, as of _ ,~, entered into a (date} __.. written Agreement with Ctwner for the Lower West Branch F~oad -Scott Boulevard to Taft Avenue improvements Project and - _ . _ ` : . WHEREAS, the Agreement requires execution of this Performance and Paymerlt~-Mono ' ~-J be completed by Contwactor, in accordance with plans and specifics#ions prepared by -the Gitc.,of . ` . lows City, which Agreement is by reference made a pert hereof. and the agr~sed-u r~;worfi~ is ~ " hereafter referred to as the Project, ~= .. rte' 1,,,i-~ NOW, THEREFORE, THE CONI~lTlONS OF THiS OBLIGATION are such that; ff 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 $atisfactary completion of the project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner, B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having perfom~ed Owner's obligations thereunder, .the Surety may promptly remedy the default,~or shalt promptly: 4. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids far submission to Owner for completing the Project In aocordanc~ with the ttrma and conditions of the Agreemen#; and upon determin$tian by Owner and Surety of the lowest responsible bidder, arrange far a contract betweQn such bidder and Owner, and make available, as worts progresses (even though there may tae s default or a succession of defaults under the Agreement or subsequent contracts of campietion arranged under this paragraph), sufficient finds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set faith in the first paragraph hereof. The terrn "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/ar amendments thereto, less the amount properly paid by Owner to Contractor. - PERt=QRMANCE AND PAYMENT 80ND p~ 7 C. The Contractor and Contracta~s Surety steal! 6s obligated to keep ~e improvements covered by this bored in good repair for a period of five {5) years from the date of forrnal 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. 1T 1S A FURTHER CONDITION OF THIS OBL.IGATIO~N that the F'rlnapai and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to alf persons, firms or corporations having contracts directly with the Principal, including any ort Principal's subcontractors, all claims due them for tabor performed or materials famished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, era a part of this bond to the same ext~.nt as if it were expressly set out herein. SIGNED AND SEALED THIS ~ DAY OF April ~ 2007 IN ~'HE PRESENCE OF: ~ti Wi ess ~' WltneSS ; I /. 1'ERFQRIUTAtJCE AND PAYMENT BOND FEDERAL INSDRANCE COMPANY (Surety) ~~~~ {Tit Joyce O. Herbert, Attorney-in-Fact PO Box 1615 Warren, NJ 07061 {Address) Iowa Agent: LaMair-Mulock-Condon 4200 University Ave., West Des Moines, IA Chubb ~R ~~i insurance Comps. Attn: surety Depalbnent ~ Vipiiarft InsurantDe Company 16 Mountain View Road Surety ATTORNEY Pat~c Indemnity Company Warren, NJ 07068 ~ilal~ Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporatlon, VIOII.ANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin co n do each herons constitute end appoint Jetties R. Baker, Patrick K. Duff Joyce O. Harbert, F. Melvyn Hrubtatz, Stacie d. Hukill, Marx E. Keairnes, Greg T. L.aMair and Nancy D. Schwarz of'West Des Moines, Iowa soda as thek true and kvrful Atloreesy- 1o- Faax m seoeouN under such desipreelfore >n 1hNr names and b alPot Mek oarporak asak m and deliver for seed on thak behalf as surely tleeraon a ollesrvriss, bonds and uradarfakinps and otleer wrWreps obY~atory h tlN rasttsa tlretaoT (aatleer ttean UaN horde) ptwn or eroeaatsd fn tree oourss d business. and any iaastrumsaas arresrdinp ar alhrMap the sores, Bred coressnts m the modMfoaulon or aaeratlare d sry Yrtruraesnt rs/ertad b b said bank a obllaslbas. n wltnass wltersd, said PEDgtAI. MtitrRAttt~ COiPa~tY, VttiY.ANT INEtIRANCE COIIfPl1NY, and PAtSFTC NiOIiYgJRY t~11PAtMY twre each sssaakd and atlsatad treees presents and a1Poad ueeir ooryorata soak on thin 16 day d August, 2006 Kertreeth C. W secemry . vla PraeidaM STATE OF NEW JERSEY ss. Caunly d Somsaset On urn: 16M day d August, 2006 baton ms, a Ndary PubYa d Naew Jersey, parsoeeaUy taaerres Ksneslh C. WerdN, m aro lueawre m bs Assiasterd Setsslary d FEDERAL Mr>SURMICE COMPANY, VION.MTT NruURANCE OOIPMIY, and PACIFIC NrDEMrTTY COMPANY, Uea oontpareiss wlrch srasceaad the torepotna Feortrsr d Attorney, and the said Iceaernae c. Wstadel, ewp by me duy swam, did depose and aay treat he k Anisimd Ssaxshry d FEDERAL rV>>~I4hICE COMPANY, ViDKMIT INSURIINICE COMPANY, and PACIFIC WD9tNITY CfJ11PANY and loaves the aorpotats tarts iltsrsaT, Met the seats adfbad m the twapokp Parer d Attorresy are such oorpasM awk and wsro Merofo allbed M auMaxiq d the By- Laws d rid Catnpaueisa; and Mat hs sipresd safd Tbrtrsr d Aaaresy as AeasiWrd Ssaslary d said Compares by Wes authortyr, and Mast hs k aogeaaiared wits John P. SarrM, and leeorrs hYn b ba Vbe Prseiderk d wW Campsreka; and over the siprealurs d John P. SmHh, wbsoribed to aald Pbwsr d Atbrresy k in rtes paedna hwdneitlng d John P. SmHh, and was Msaam wbscribsd by aeMhorlly d rasld ~ Laws and in dspoatsatt's presereos. tJalariel Seal A. EDP ~N A• 1M~ ~taOTARY~ Notary~~~~~ ~ ~~ Q.11 d Commitlsloh * PUBLtC NokryPulawc y 9~ CERTIFICATION Etdrad trorre aN !!ri d FEDERAL IWStrRAWCE COMPANY. VIOLANT INSURANCE COMPANY, and PACIFIC IhIDEMJITY COMPANY: •Aq pavers d aalbrresy Tor and an batrsK d tles Compares may and slap bs errouled in the aeaaree art an bsharT d the Compeers, sWeer by tlae CMimwn or Ms Praskerd or a Vbs Prselderd a an Aarsktarrt Vioe Ptssidard, jaradly wMh The Ssasfaty a an AaiaerM I3eaelars, Bader Mein rospectiw ttsslprpuorrs. The sipreetun d suoh aa{oers may be areprawd. prNrkd ar WhopapMd. The slprretun d each d Urs foYoerip alllosrs: Chairneen, Prssiderrt, arty Vloa Pnaldsrat, ens AssisTsM Vlos Proaidad, arty Secniary. any Aaskfenl Ssaslary and the seal dths Company may bs atneed by facainrls b any power d sllorreey or m any osrtitate rskitltp Mrrrem appoirrMrp Asakfant Ssastaries ar Auornsys- in-Fact Tor peaposas aeh- d easoWnY and agedlrp bonds and wedarlsldrps and atltsr wrMinpa abNystary to Use rrataae tMnoT, and any such power d attomsy a osrfilioate bearNrp such laaimik sipreslura a taoeMniie asd shah ba rsJd and birrdinp upon The Ctarrapatry and any Beach power so aasarsd and arfNkd by sua:h isarsYrrle siprrabra and taareYreYe seal ahaN b. wYd aad tekedirp upon The Company wqh respect b any bard ar undarmWnp m which a k aaaolrad 1, ICererelh C. Wendel, AscramrM Secretary d FEDERAL WSURANCE COMPANY, VKiIIANT YJSURAWCE COMPANY, and PACIFIC WDF.MNATY COMPANY Afa "Cornpeniss7 do hereby oad7y 11rd (r) the tonpdnp audred dths By- Laws d the Coaraparrea k true and oorreot, (~ Urs Companies aro duty Ifosrresd end authorized m irsrrsacl surely butrrresa in adl 60 d the UrrNed Stetes d America and tlrs Diawwld d Colemrbis natl. are aulhorizsd by the U.S. Treasury DapeAmet; irarMer, Federoi and VlpNant ero Yoetreed N Ptaaato Woo and are U.S. Virgin Ieiarrds, and Faaseel k Ito~nlwrd k Amsrlarsn Samoa, Ouarn, and aaoh d Uae Rorbroes d Canada araoept Prieroe Eduard kland; and (Ili) Ms rorspo4g Power d A@orrrsy k true. oorrad and to Tull faros and alfact. Oiren under rrry hard end Beak d acid Coenpsniss at Waemsn, NJ Mk Day Of Aprl i 2007 ~ ~ -- - ; ~,,.~ , .., - y ,~ --~-- t '; .~~. . s c. w , IN THE EVENT YOU WISH TO NOTIFY US OF A C WM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS tiSTED ABOVE, OR BY Ttllepttorts (908) 903- 393 Fax (908j 90C~ 3866 ~ r ~ ENGINEER'S REPORT January 29, 2009 ~.®~,~ ~~~~~' ~ ,,~®~.~' --~...~ CITY OF IOWA CITY 410 East Washington Sn~eet Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX www.icgov.org <.,.~ City Clerk -_.. City of Iowa City, Iowa ,. ~~n Re: 2009 Lower West Branch Road -Scott Boulevard to Taft Improvements C`' Project Dear City Clerk: I hereby certify that the construction of the 2009 Lower West Branch Road - Scott Boulevard to Taft Improvements Project has been completed by Metro Pavers, Inc. of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by the City of Iowa City Staff. The final contract price of the project is $2,559,604.73. I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, ~~~~ Ronald R. Knoche, P.E. City Engineer i--) ~"" r~ ; 6f 5 Prepared by: Dave Panos, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO. 09-18 RESOLUTION ACCEPTING THE WORK FOR THE 2007 LOWER WEST BRANCH ROAD -SCOTT BOULEVARD TO TAFT AVENUE IMPROVEMENTS PROJECT. WHEREAS, the Engineering Division has recommended that the work for construction of the 2007 Lower West Branch Road -Scott Boulevard to Taft Avenue Improvements Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated February 28th, 2007, be accepted; and WHEREAS, the performance and payment bond has been filed in the City Clerk's office. WHEREAS, the final contract price is $2,559,604.73. 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 10th day of February , 2009. ATTEST: ~'~ ~u~,~/ City rk Approv by: ~/ ~ D / ~~ City Attorney's Office Resolution No. Page 2 09-18 It was moved by Champion and seconded by adopted, and upon roll call there were: AYES: ~_ x X X X x x NAYS: 0' Donnell the Resolution be ABSENT: Bailey Champion Correia Hayek O'Donnell Wilburn Wright wpdata/glossary/resolution-ic.doc