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Home My WebLink AboutSTREET/MORMON TREK EXT/WATER MAIN/PAVING WILLOW CREEK (2001) STREET MORMON TREK BLVD EXT HWY 1 TO HWY 921.. AND WATERMAIN / SANITARY SEWER MAIN AND . PAVING FROM USHWY 1 TO WILLOW CREEK 2001 ......007' p(1~., srP-l.(- 37/'5 (6d.o) -- 70 - 5Q.-. ? t. .!- ' . S I "'-~~ {crF .I " : ! -tr-e.e, +- Jl\o r ""'01\ --r;e /(" 13/vd, t:;rJ-e.I'I-S'tDI't.. -..;.-- Ii : : t-J<..<Jy I 4-", -HW! Cf 2-' / 2Do I And uJm-u Mc.:,,^ / S"'nA.",), i, S<'.wV fV'r:;.;", AUD Pc;,v;"'9 '"Ff<DM us, H~'3h~1 +" willot.<) Q.;,ed~ , , , , , --.----.-___'f-~__ ____ 4_ ____ ,."_ . _.~ _. --.-----....,.1-------- _~._~_ -___ -~- -- , P ~-D~.J:=,9~ f- I<'.eso'/'u+.;o!=> . OJ -:- _~.2 't '~r0)J; ~ ,~~u.J:h~c::z.J:'_'iI-i. 5';t;('p:J:~-:th:<'----. - '_._. -t l,-.MCtW>w'.._b_.e.~~_L~_fe,l:.jk .(".-1 r-C/~!:J'-+p $_.fie:5.LE-!:1_t:<gce~~-e.Y'l_t_ _ 4b.y.c;,..,d.. }l.e-twe~h. " -t h..., c.y.. of:.:Io~.S, ':7.~JS. r+b. ~s;bI_7::.:..t;..~ _ _ _' :! 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LE.t,''+hOr i z.; ".')Jf.~ M"-'doY- t,,- ~.igr:.. - , ID-Ju.\l::,Q3 , I I C'~"d......ihe (';+1''':'' e,..",o:,)L... /0 cl-H~t..a .!==Orrlso..dJo.<: _c.o.r:lS+'r:.<A.<d;on_G.Cth~..___. : I ; J:!J.o<:ry.O'0' 1v-~.K..~ou./",VCl,~cL 'C:xj"''''S;P:-':"\,,J3'Oje.c.J:.._ _____. _.__ '_ ,ocr.,,, - Q31~~~, lu-l ;=-R;Hg~ ~" ,,:,,;-;;:,U f':J'~,<,yo <- J.-~; 9~ j~:; c~_ --- i I~L~:r_k.~_odl~s"Lo...n ,Ofj('.f. eme. 'O.L1, e...f:.w~ol_Eo. '" -1-6 --r;.c.b. lfJ.co +.j._~",,- I ! l.ci;!y-:z;,~.....f<'14-- -l~L(;i.Jy. Pd.. 1'2.'9"<. Lt_fox....C'OI)SlA i.j""J_s.~.r_\l is.eS ". ~..__ I I clu..r:.;'''5_<:ODS.\-.<:t<..S:'!:;Of!' ..oL.-I6cMoprvo.un rr;.J!.I(_J5o.....J.ev<<.r:d_ISc./:.e.!l;;;.D">_ __' ! It=; . ~ r~,H.J:. -- -- ---- -' ----_. .-----" -. . -. . I I 'I --.-,----.- .. ._,~-_.- , '--------'''' _~.-Jt\N:;.6;5 H~~~DQ_L.. .o...c;_dYOY.:10€.vv* ~..K,YlO( . . z<;"-'\.Jo..1:ioS blfJLO~'-S.~P().ct:. .___..___._..___ .____ '~ ~ ~ ..Q.L:..iIe.::2.S-r+.. . 1.J:~O:=-.-Q.s.o:..S3_cc.c.~;"'~_::i.k .wC\"~. ~ -IJ.... 1Ib-YY)f)."'./r:L~_J30u../,e.v.C!,>d__ .. .'l--,- ~ d i 1E-~el':l;sJI~~t\___. ..~l?:i.Q .'-- .--.- -- "~_ __._____________ __u.~._ , ' , I 1---< '-----., " ' '17'OJ LILl , ! Prepared by: Rick Fosse, City Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356.5141 RESOLUTION NO. 01~328 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 EARTH TECH, INC, COMPANY TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE MORMON TREK BOULEVARD EXTENSION P~OJECT. 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 extension of Mormon Trek Boulevard from Highway 1 to Highway 921 will enhance traffic flow in southwest Iowa City; and WHEREAS, the CITY desires the services of a consulting firm to prepare preliminary and final design for construction of the Mormon Trek Boulevard Extension Project all of which shall be called the PROJECT; and WHEREAS, the City of Iowa City has negotiated an Agreement for said consulting services with Earth Tech, Inc" to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Earth Tech, Inc, NOW, THEREFORE. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1, The Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement in triplicate, Passed and approved this 8th d'Y'J;J ,20~. i{c~ ~ -~ - . 'tv. OR ATTEST: 77~A.-vt) ..)!, kdAJ Approved by . ~ 1!J?!t(;"7-:- ' I~/!/IDI Cfty ttorney' Office CI LERK It was moved by Champ; on and seconded by 0' nnnnp 11 the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner x Lehman X O'Donnell * Pfab Vanderhoef X Wilburn p.veng\res'monrontrekext.doc _. . - CONSULTANT AGREEMENT PROFESSIONAL SERVICES RELATED TO MORMON TREK BOULEVARD EXTENSION IOWA HIGHWAY 1 TO IOWA HIGHWAY 921 PROJECT THIS AGREEMENT, is made and entered into this '8 day of OcTbBEii( , 2001, by and between the City ofIowa City (hereinafter "City" and or "Client"), and Earth Tech, Inc" of Waterloo, Iowa (hereinafter "Consultant" and/or "Earth Tech"), WHEREAS, the City seeks to utilize the professional services of Earth Tech for engineering and related consulting services for the Mormon Trek Boulevard Extension from Iowa Highway I to Iowa Highway 921 Project; and \J1 NOW THEREFORE, it is agreed by and between the parties hereto that the City does nQtcontract with the Consultant to provide services as set forth herein. FOR THE CITY FOR THE CONSULTANT /') , ;;Jd~ ~ 0,6,- Byfi-- ~tr.J. ~ By ~.- .. Title M ":it) 'K.. Title Vice President - Date U&OJ':!,~IZ r:. Date Seotember 25. 200 I ATTEST:J1~A~~. ~ ~AJ Approved By: City'Attomey's Office Date #~-tt:.. "..I,lul Client hereby engages Earth Tech to perform the services described in Part J ("Services") and Earth Tech agrees to perform the Services for the compensation set forth in Part Ill, Earth Tech shall be authorized to commence the Services upon execution of this Agreement. Client and Earth Tech agree that the signature page, together with Parts I-VII and attachments referred to therein, constitute the entire agreement between them relating to the Project ("Agreement"), PART I EARTH TECH'S RESPONSIBILITIES A. Project Description A.1 Preliminary Design The Mormon Trek Boulevard Extension project consists of the preliminary design ofa 2-lane roadway on new alignment from Iowa Highway I to Iowa Highway 921, Approximate length is 1.5 miles, The project will tie into existing Iowa Highway I just east of U.S. 218 and,will terminate at Iowa Highway 921 in accordance with the preferred alignment Alternative N-1.2 that resulted from the Location Study prepared in May 1999 for the South Central Arterial Corridor, and subsequent approval by the City Council. The roadway will be designed in accordance with the City ofIowa City's Arterial Street Standards and wiIl include a 2-lane roadway and turn lanes as appropriate. The design will also include an 8-foot sidewalk on one side of the roadway and a 4-foot sidewalk on the opposite side, The roadway wiIl provide a 2-lane, undivided urban cross section with storm sewer and/or drainage improvements, side road connections, and one signalized intersection at Iowa Highway I, The intersection at Highway 921 will also be designed for potential future signalization, A.2 Final Design The project also includes final design of Phase I construction of the roadway corridor from Iowa Highway I east ofU,S, 218 to approximately the airport property as shown in Attachment A. In addition, sanitary sewer extension improvements wiIl be designed to serve the property south of Iowa Highway I and east and west ofU,S, Highway 218 and water main extension improvements will be designed to serve the Phase I limits of the roadway extension corridor. The limits of the sanitary sewer and water main to be designed as part of this project are shown in Attachment A. B. Scope Services to be provided for the project under this Agreement include design survey, aerial mapping, soil borings and geotechnical engineering, the further refinement of existing design alternatives, preparation of a concept statement, cultural resource reviews, preliminary design and drainage study analysis, environmental assessment, final design, preparation of Phase I roadway extension plans in a format suitable for an Iowa DOT letting under a single construction contract, and construction related services, The sanitary sewer extension plans will be prepared as a separate City ofIowa City letting, The scope of services is defined as follows: -2- I. Survey and Base Mapping Task 1. Field Reconnaissance, This task includes review of the project corridor in the field, The purpose of this review will be to become more familiar with features in the corridor and examine the current preferred alignment. Photos of the corridor will be taken during the field review, Task 2. ProDertv Owner Contacts. Property owners will be contacted by telephone prior to initiating survey activities on their property, A log of property owner contacts will be kept. Task 3, Survev and Base MaDDinl!. This task includes field surveys and base mapping which are required during the design phase of the project. Aerial planimetric mapping and digital terrain modeling will be provided by Aerial Services, Inc" a subconsultant, utilizing the flight flown in the spring of 200 1. The following specific tasks are included: Task3a - Baseline. Bench Marks and Aerial Control Survey, The project control surveys will be set in the field, Horizontal control to be based on Johnson County GPS control monuments (NGS NAD83), Vertical control to be based on NGVD 1929, The reference ties to control points and benchmarks will also be assembled, Task 3b - SUDDlemental Desil!n Survey, Additional design survey will be obtained for drainageways, side road connections, utilities and for locating features which are not picked up on the aerial mapping or wherever accuracy of data is critical. Task 3c - Locate Soil Borinl!s. Soil borings will be located in the field, tied into the baseline and surface elevations will be obtained. Task 3d - ProDertv Corner Surveys. Selected property comers will be obtained in the field, as needed, to determine existing right-of-way lines, Existing property lines will be drawn on the base mapping, Task 3e - Utility Surveys. Utility accesses will be opened and measured in the field, Utilities to be researched include field tiles (where records are available from property owners), sanitary sewer, storm sewer, electric, gas, water, telephone, cable television and fiber optic lines. Task 4. Survey Note Reduction and Base MaDDinl! Data, This task consists of entering the new topographic features and digital terrain model (DTM) into the computer-aided design and drafting (CADD) system and obtaining a set of plots, The additional survey data will be merged into the digital aerial mapping obtained for this project. Cross sections will be plotted from the DTM, Property lines and owners names, as determined from Johnson County Auditor's records, will be plotted on the base map, Existing utilities and existing utility easements will be plotted from utility records and courthouse records, and above,ground features located in the field, -3- I II, Preliminary Design and Drainage Study I Task 5, Concept Statement. This task consists of preparing a Concept Statement in Standard Iowa DOT format. Task 6. Tvnical Cross Section. This task wiil establish the typical cross section to be used for the 7 proposed improvements. The following apply: . Pavement will be designed as an arterial street in a uniform right-of-way, . Additional areas needed for grading will be shown as temporary easements, . Project includes an 8-foot wide sidewalk on one side and a 4-foot wide sidewalk on the opposite side " Task 7, Plan and Profiles, This task consists of the refinement of the preferred alignment alternative and preliminary design and drafting of roadway plan and profile sheets, including detail information required for an Iowa DOT letting to be included on the plan and profile sheets, Included are the following estimates of plan sheets: 6A - Main Line (6 Sheets) 6B - Side Roads (3 Sheets) ~ Task 8. Desien Cross Sections. This task consists of the preliminary design of individual cross sections for the project. Cross sections wiil be designed and drawn at 100-foot intervals throughout the project with additional cross sections included as necessary, Cross sections wiil show the existing ground lines as well as the preliminary project grading, including foreslope and backslope information, ditches, medians, staging and other pertinent information, Task 9. Intersection Details, This task consists of the preliminary design and drafting of geometric layouts for the various intersections on the project. The design of the intersections will be based on Johnson County Council of Governments (JCCOG) traffic estimates to determine if turn lanes are I warranted, It is anticipated that at least center turn lanes wiil be needed, I Task 10, Preliminary Traffic Sienal Desien, This task consists of the preliminary design of the traffic signal modifications at Iowa Highway I and Mormon Trek Boulevard and also the preliminary design of a potential future traffic signal at the Iowa Highway 921 intersection, Task 11. Drainaee Analvsis and Concentual Desien of Drainaee Studv Concents, This task consists of reviewing the Drainage Study Report that was prepared by Shive Hattery in February, 2001, supplementing the drainage study to cover other areas of the project, and developing a conceptual design for the drainage and storm sewer system, including review of flood plain issues, Task 12, Preliminary Drainaee Desien, This task consists of preliminary design and drafting of pipe culverts, box culverts, storm sewers and other storm drainage appurtenances on the project. Structural design is not included in this task. -4- Task 13, Preliminary Structures Desilm, This task consists of preparing the final type, size and location (TS&L) drawings for all reinforced concrete box culverts, Since no structures are anticipated in Phase, I, this task is not included in this scope. Task 14. Earthwork Desil!n, This task consists of making a preliminary computation of earthwork, reviewing borrow and/or waste needs with the City of Iowa City and providing the preliminary earthwork tabulation, The design of the pavement structure and subgrade treatments and determination of borrow site locations will be completed in conjunction with Terracon Consultants, Inc. Both a PCC and HMA (asphalt) pavement design will be established for consideration, Task 15, Traffic Control and Stal!inl! Plans, This task consists of developing a preliminary plan for construction staging of the project and for traffic control measures to be implemented during construction. Task 16. Preliminary Ouantities and Estimate, This task consists of determining the major bid items to be included in the project as well as a preliminary quantity takeoff and cost estimate for each major bid item, Iowa DOT bid item listing will be utilized. Three estimates will be prepared, The first estimate will be for the entire project from Iowa Highway I to Iowa Highway 921, including drainage improvements, and the second estimate will cover the Phase I segment from Iowa Highway I to approximately the airport property line (Stage I roadway extension construction). The third estimate will be for the sanitary sewer extension work. Task 17, Preliminary Sanitary Sewer Extension Desil!n, This task consists of preliminary design and drafting of plan and profile sheets to extend the sanitary sewer service. The initial concept for the sanitary sewer extension will be provided by the City, The limits of preliminary design for this task are shown in Attachment A, Task 18. Preliminary Water Main Extension Desil!n. This task consists of preliminary design and drafting of plan sheets to extend the water main and provide fire hydrants within the limits of the roadway construction project. The water main sizing and hydrant spacing will be provided by the City, I Task 19, Field Exam, This task consists of the preparation of materials for a field exam, participation in the field exam and reviewing results of the field exam with the City ofIowa City and I the Iowa DOT. The field exam will consist of a one-day trip by four (4) persons, I Task 20, Oualitv Control Review, This task consists of a quality control review of the plans by a Senior Project Reviewer prior to submittal to the City ofIowa City and the Iowa DOT, I Task 21. Submittals, This task consists of printing and binding intermediate submittal drawings to the City ofIowa City, the Iowa DOT and other reviewing agencies, i 111. Final Design Task 22 - Final Desil!n Sanitary Sewer, This task consists of the preparation and submittal of final review drawings for the sanitary sewer services shown in Attachment A. This task also includes . . -5- - assistance with preparation of bidding documents for a City letting, assistance during bidding and recommendation of contract award. Tasks 23 - 36 - Final Desien Phase I Construction Project. These tasks lead to the preparation and submittal of final review drawings for the Phase I Construction project. The approximate limits of Phase I construction will be from Iowa Highway I to approximately the airport property and shall include the following items: Task 23, Title Sheet Task 24, Typical Cross Sections and Details Task 25. General Notes and Estimate Reference Information Task 26, Tabulations, Quantities and Estimate Task 27, Plan and Profiles (1 "=50' Scale) A, Main Line B. Side Roads (Including Dane Road) Task 28, Storm Sewer and Utility Sheets Task 29, Water Main Extension and Detail Sheets Task 30. Traffic Control and Staging Plans Task3!. Intersection Details (4 Intersections) Task 32, Traffic Signal Details (Intersection of lA I/Mormon Trek Blvd, - Modify Existing Signals) This task also includes the design of roadway lighting associated with the signalized intersection, and coordination with MidAmerican Energy Company for lighting elsewhere on the project. Task 33, Signing and Pavement Marking Plans Task 34, Earthwork Design and Tabulation Task 35, Design Cross Sections (At 100' Intervals and Critical Intermediate Points) Task 36, Miscellaneous Detail Sheets Exclusions to Final Design, The following design elements are not anticipated for the project and are not included in the scope: . Environmental and Wetland Mitigation Final Design (Wetland Mitigation Concepts will be Provided Under Task 50) . Hazardous Waste Investigation/Design Task 37, RCB Culvert Deslen, The design of reinforced concrete box culverts is not included in this scope, but will be added by supplemental agreement, if required. Task 38, Geotechnical Eneineerine, This task includes the field soil borings, lab testing, engineering analysis and final report as needed to provide the final soils engineering and recommendations for the new road construction, This task will be completed by Terracon Consultants, Inc, The scope of services includes coordination and exchange of information with the subconsultant and incorporation of the geotechnical information into the plan set. Task 39. Qualitv Control Review. This task consists of a quality control review of the plans by the senior staff engineers prior to submittal to the Owner. -6- Task 40. Final Revisions and Estimate. This task includes final revisions ofthe design drawings, along with a final estimate of construction cost. Task 41. Special Provisions. City specifications for water main and traffic signal construction will be provided by the City, These specifications will be incorporated into Special Provisions suitable for an Iowa DOT letting, It is not anticipated that any other special provisions or supplemental specifications will be required for the project. If needed, this task will be added by supplemental agreement. = Task 42, Iowa DNR Sanitary Sewer and Water Main Construction Permits, This task will coordinate and prepare for City signature the Iowa DNR Construction Permit Applications for the sanitary sewer and water main extensions for the project. Any fees for construction permits, licenses and other costs associated with permits and approvals will be the responsibility of the City, The Consultant will provide technical criteria, written descriptions and design data for filing permit applications, The Consultant will also participate in consultations with permitting authorities, It is anticipated that the following permit(s) will be applied for: . Corps of Engineers Section 404 Permit (for wetland impacts) . Iowa DNR Permit for Water Main . Iowa DNR Permit for Sanitary Sewer . Iowa DOT Permit for Construction in Highway Right-of-Way Task 43. Printinl! and Submittals, This task includes printing and submittal of intermediate and final construction plans and other documents, Final construction plans will be original electrostatic plotter plots on mylar and will become the property ofthe city, The Consultant will also submit to the City electronic files of contract documents in Auto CADD format. It is anticipated that half-size plans will be provided for the Iowa DOT letting and ten (l0) copies offull-size plans will be provided to the City for construction, IV. Environmental Assessment This scope is based on the preparation of an Environmental Assessment. This scope does not include the production of an Environmental Impact Statement, Section 4(1) Statement or any coordination with the Department of Interior on Section 4(f) or 6(f) issues, Task 44. New Data CollectionlReview, This task includes collection of new data on the resources within the full project corridor of the roadway and sanitary sewer extensions from Iowa Highway I to Iowa Highway 921, including natural features, known contaminated sites, existing land uses, land-use plans and zoning, access needs and population characteristics, among others. Much of this has been done as part ofthe South Central Arterial Corridor Study, but some additional data collection will be necessary, This task will include discussions with the pertinent local, state and federal agencies, Task 45, Earlv Coordination Letter to Al!encies, This task includes distribution of a letter to solicit early input from the regulatory agencies, private interest groups and others concerned about the Project. A memo summarizing the input will be prepared, -7- -- -. --- Task 46. Evaluation of Other Feasible Alternatives, The development of new alternatives, other than the alternatives already developed by the City, is not anticipated and is not included in this scope, Task 47. Alternative Cost Estimates, The development of construction and right-of-way cost estimates for each alternative will be obtained from previous City studies and is not included in this scope, . Task 48. "Plannin!! Level" Ri!!ht-of-Wav, This task includes an estimate of right-of-way needs, including displacement of buildings. The estimated right-of-way need lines will be obtained from previous City studies, Task 49, Natural Resource Impacts, This task includes field review of undeveloped and undisturbed areas along the alignment to assess the vegetation quality, habitat potential for protected or rare species and the amount and quality of the various resources that would be impacted, Mitigation measures will be outlined, as needed. Task 50, Wetland Impacts, This task includes review of National Wetland Inventory Maps, Johnson County Soil Survey and aerial maps to locate potential wetlands, A field review of these mapped areas will be completed, Mitigation concepts will be developed as needed for jurisdictional wetlands in the full project area, Task 51. Contaminated Sites, This task includes comparison of the amount oflmown contaminated sites that might be in the right-of-way, A records search and a field review will be conducted to locate such sites, This task does not include a formal Environmental Property Assessment. Task 52. Social. Economic and Land-Use Impacts. This task includes a comparison ofright-of- way acquisitions, proximity impacts to residents and businesses, institutions, parks and recreational facilities, environmental justice and noise, Task 53. Noise Impacts, This task includes evaluating the impact of noise to adjacent properties from each alternative, Existing noise levels at several receptors will be collected in the field, FHW A Stamina 2,0 software will be used, Task 54, Other Impacts, This task includes evaluation of other impacts as identified during the agency and public coordination. Task 55. Cultural Resources, This task will be completed by two subconsultants, This work will include a Phase I Archaeological Survey and Phase I Intensive Historic Architectural Survey, The scope of services includes coordination and exchange of information with the subconsultants, Task 56, Draft EA. This task includes preparation of a draft of the EA for review by the Client, Iowa Department of Transportation and FHW A. Task 57. EA Revisions, This task includes revisions to the draft EA to address the comments received from reviews of the Draft EA in previous tasks, A new draft will be provided for a second reVIew, -8. Task 58. Print and Distribnte the EA, The EA will be revised per comments received in the second review, Copies of the revised pages and a cover sheet for FHW A signature will be provided, Sixty (60) copies of the EA will be printed and distributed per Iowa Department of Transportation distribution requirements. Task 59. Draft of FONSI, A draft of the Finding of No Significant Impact (FONSI), if appropriate, will be prepared for review, Task 60. Revise. Print and Distribute the FONSI, The draft FONSI, if appropriate, will be revised , per review comments and resubmitted for review and FHW A signature, Forty (40) copies of the FONSI will be printed and distributed. V. Right-of-Way Design . Task 61, Final Ril!ht-of- Wav Desil!n, This task consists of determining the final right-of-way needs for the project. Included are dimensions of any new right-of-way acquisition and any anticipated permanent and temporary easements required from the various abutting properties, The right-of-way and easement lines, break points and station/offset flags will be designed and entered into the CADD system, Task 62. Reports of Liens, A "Report of Liens" or Abstract Report for affected properties is not included in this scope but will be obtained by the City ifrequired by the right-of-way acquisition agents. Task 63, Ril!ht-Of- W av Documents, This task will consist of preparing plats and descriptions for the acquisition of right-of-way and easements, The number of parcels under this task is estimated to be twenty (20), Additional parcels, if required, will be completed as a supplement to this Agreement. Task 64. Environmental Propertv Assessments, Any work related to underground storage tanks or other environmental review of properties which is determined to be necessary during the course of the project will be considered a supplemental service to this Agreement. Task 65, Ril!ht-of- Wav Stakinl!. This task will consist oflocating and staking new property corners and easement boundaries in the field, including the setting of property pins at new corners, which are located beyond the construction limits, Portions of this task may be done after construction is complete, Task 66, Ril!ht-of-Wav Field Exam. The Consultant will provide two representatives at a right-of- way field exam to be coordinated with the City of Iowa City and the Iowa DOT as appropriate. Plans will be provided by the Consultant. Task 67, Ril!ht-of- W av Acquisition. The following right-of-way acquisition tasks are not included in this scope but will be added by supplemental agreement if requested by the City. . Appraisal . Negotiation . Offers -9- . Closing . Legal . Condemnation Activities . Relocation Assistance VI. Project Management, Meetings and Coordination Task 68. Proiect Meetinl!s and Interaction With the City of Iowa City, This task consists of preparation for and attendance at meetings throughout the project by members of the project team, Included in this task are one predesign meeting and periodic review meetings to be held with the City of Iowa City and the Iowa DOT and/or other agencies, Minutes of each meeting will be prepared, Public informational meetings are not included in this task. Task 69. Pre-Lettinl! Activities. This task includes providing information and answering questions from Contractors prior to the letting, Task 70. Proiect Administration. This task includes project administration and coordination throughout the project development. The task includes intra office meetings, which will be attended , by the project team, as well as general day-to-day administrative tasks and typing of intra office memoranda, Task 71. Al!encY Coordination. This task includes coordination with the Iowa DOT, JCCOG, FHW A, other regulatory agencies, utility companies and the City of Iowa City, Task 72, Prol!Tess Reports, This task consists of the preparation and submittal of written monthly reports regarding the progress of the project. Monthly reports will indicate the progress of the work completed on a percentage basis. Task 73, Iowa City Airport Coordination, This task includes the coordination and exchange of information with the Iowa City Airport, related to the proposed runway extension and other pending modifications near the project corridor. This task also includes incorporating FAA funding eligible elements into this project and the contract documents for relocation of a portion of Dane Road, A separate set of FAA bidding documents is not included in this scope, but will be added by Supplemental Agreement if required and requested by the City, Four coordination meetings in Iowa City are included, VII, Public Involvement A significant amount of public involvement has already been completed as part of the South Central Arterial Location Study, It is anticipated that this project will not require an additional comprehensive public involvement program, This scope includes the following specific public involvement activities: Task 74, Meetinl!s with Interest Groups or Al!encies. This task includes up to two meetings with agencies or interest groups with concerns about the Project, if needed, Task 75, Property Owner Meetinl!s, This task includes scheduled meetings with individual property owners or small neighborhood groups, A total of six (6) meetings are included in this task. -10- Task 76. Public Information Meetine, A formal Public Informational Meeting (prior to the Design Public Hearing) is not anticipated, but will be added by Supplemental Agreement ifrequested by the City, Task 77, Desien Public "earlne, This task includes preparation for and attendance at an "open house" style public hearing, Earth Tech will prepare exhibits and handouts for the meeting and prepare the official hearing transcript, consisting of written public comments and responses. It is not anticipated that a formal presentation will be made, The Consultant will be responsible for the meeting arrangements, publicity and official notices, The Consultant will also attend the City Council's Public Hearing as part of the construction project bidding process, VIII. Construction Services Construction services after the bid opening, such as construction staking, materials testing, on-site review and contract and administration, are not included in the basic scope of services but will be added by supplemental agreement if requested by the City, Schedule Survey and Preliminary Design September, 2001 - May, 2002 Environmental Assessment September, 200 I - July, 2002 Right-of-Way Design June, 2002 - July, 2002 Final Design (March, 2003, Letting) May, 2002 - December, 2002 Assumptions, See above Scope of Services, PART II CLIENT'S RESPONSIBILITIES Client, at its expense, shall do the following in a timely manner so as not to delay the Services, A. Information Furnish Earth Tech available .information needed for the Project, all of which Earth Tech may rely . upon without independent verification in performing the Services, B, Representative Designate a representative for the Project who shall have the authority to transmit instructions, receive information, interpret and define Client's policies and make decisions with respect to the Services. -11- C, Decisions Provide all criteria and full information as to Client requirements for the Project, obtain (with Earth Tech's assistance, if applicable) necessary approvals and permits, attend Project-related meetings, provide interim reviews on an agreed,upon schedule, make decisions on Project alternatives, and generally participate in the Project to the extent necessary to allow Earth Tech to perform the Services, PART III COMPENSATION, BILLING, AND PAYMENT Client shall pay Earth Tech for the Services in accordance with the following: A. Compensation for the Services shall be on an hourly basis in accordance with the hourly fees and other direct expenses in effect at the time the services are performed, The compensation for the services (estimated actual costs) shall be a not-to.exceed amount of Four Hundred Forty-Five Thousand Dollars ($445,000.00) without authorization of the Client. . Proposed budget is provided in Part VII. B. The nature of engineering services is such that actual costs are not completely determinate, Therefore, . it is possible Earth Tech's actual costs may exceed those shown in Paragraph III.A and Part VII, A . contingency amount of Twenty Thousand Dollars ($20,000,00) has been established to provide for actual costs, which exceed those estimated, If, at any time during the work, Earth Tech determines that its actual costs will exceed the estimated actual costs, thus necessitating the use of the contingency amount, it will promptly so notifY the Client in writing and describe what costs are causing the overrun and the reason. Earth Tech shall not exceed the estimated actual costs without the prior written approval of the Client. C. Earth Tech may bill the Client monthly for services completed at the time of billing , with net payment due in 30 days, Past-due balances shall be subject to a service charge at the rate of I % per month per request by Earth Tech. Unless Client provides Earth Tech with a written statement of any objection to the bill within 15 days of receipt, Client shall be deemed to accept the bill as submitted, L\ WORK\ADMIN\AGREE\PROF\ICMormonTrekdoc -12- PART IV STANDARD TERMS AND CONDITIONS 1. STANDARD OF CARE. Services shall be performed in accordance with the or suspected hazardous materials except those caused direetly by the willful misconduct standard of professional practice ordinarily exercised by the applicable profession at the or failure to adhere to the standard of care descnbed in Paragraph I above of Earth Tech, time and within the locality where the Services are performed. its agents or employees. 2. CHANGE OF SCOPE. The scope of Services set forth in this Agreement is based J I. INDEMNITIES. To the fu!lest extent pennitted by law, Earth Tech shall indemnify on facts known at the time of execution of this Agreement, including, if applicable, and save harmless Client from and against loss, liability, and damages sustained by information supplied by Client. For some projects involving conceptual or process Client, its agents, employees, and representatives by reason of injury or death to persons development services, scope may not be fully definable during initial phases. As the or damage to tangible property to the extent caused directly by the willful miscond~t or Project progresses, facts discovered may indicate that scope must be redefined. failure to adhere to the standard of care descnbed in Paragraph I above of Earth Tech, its agents or employees, 3. SAFETY, Earth Tech has established and maintains c01'pQrate programs and procedures for the safety of its employees. To the fullest extent pennitted by law and consistent with Paragraph I, and except to the 4. DELAYS. If events beyond the control of Client or Earth Tech, including, but not extent caused directly by the willful misconduct or failure to adhere to the standard of limited to, fire, flood, explosion, riot, strike, war, process shutdown, act of God or the carte descnbed in Paragraph 1 above of earth Tech, its agents or employees. Client shall public enemy, and Wlanticipated act or regulation of any government agency, result in defend, inderrmify, and save harmless Earth Tech from and against loss, liability, and .delay to any schedule established in this Agreement, such schedule shall be amended to damages sus~ined by Earth Tech, its agents, employees, and representatives by reason of the extent necessary to compensate for such delay. In the event such delay exceeds claims for injury or death to persons, damages to tangible property, to the extent caused 60 days, Earth Tech may be entitled to an equitable adjustment in compensation. directly by any of the following: (a) any substance, condition, element, or material or any combination of the foregoing (I) produced, emitted or released from the Project or tested S. TERMINATlONISUSPENSfON. For tennination, see Paragraph B of Part v. by Eartll Tech under this Agreement, or (b) operation or managemem of the Project In the event either party defaults in its obligations under this Agreement (including 12. ACCESS. Client shall provide Earth Tech safe access to any premises necessary for Client's obligation to make the payments required hereunder), the non.defaulting party Earth Tech to provide the Services. may, after 7 days written notice stating its intention to suspend performance under !he Agreement if cure of such default is not conunenced and diligently continued, and failure 13. REUSE OF PROJECT DELIVERABLES. Reuse of any documents or other of the defaulting party to commence cure within such time limit and diligently continue, deliverables, including electronic media, pertaining to the Project by Client for any suspend petformance WIder this Agreement. pwpose other than that for which such documents or deliverables were originally prepared,. or alteration of such documents or deliverables without written verification or 6. OPINIONS OF CONSTRUCTION COST. Any opinion of construction costs adaptation by Earth Tech for the specific purpose intended, shall be at the Client's risk. I prepared by Earth Tech is supplied for the general guidance of the Client only. Since Fw1her, all title blocks and the engineer's seal, if applicable, shall be removed if and Earth Tech has no control over competitive bidding or market conditions, Earth Tech when Client provides deliverables in electronic media to another entity. Client agrees cannot guarantee the accW"acy of such opinions as compared to contract bids or actual that relevant analyses, findings and reports provided in electronic media shall also be costs to Client. provided in "hard copy" and that the hard COpy shall govern in the case of a discrepancy between the two versions, and shall be held as the official set of drawings, as signed and 7. RELATIONSHIP WITH CONTRACTORS. Earth Tech shall serve as Client's sealed. Client shall be afforded a period of 30 days in which to check the hard copy professional representative for the Services, and may make recommendations to Client against the electronic media. In the event that any error or inconsistency is fOWld as a concerning actions relating to Client's contractors, but Earth Tech specifically disclaims result of this process, Earth Tech shall be advised and the inconsistency shall be any authority to direct or supervise the means, methods, techniques, sequences or corrected at no additional cost to Client. Following the expiration of this 30-day period, procedures of construction selected by Client's contractors. Client shall bear all responsibility for the care, custody and control of the electronic media. Client agrees to defend, inderrmify, and hold harmless Earth Tech from all claims, 8, CONSTRUCTION REVIEW. For projects involving construction, Client damages, and expenses, (including reasonable litigation costs), arising out of such reuse acknowledges that lUlder generally accepted professional practice, interpretations of or alteration by Client or others acting through Client. construction documents in the field are normally required, and that petforrnance of construction-related services by the design professional for the project permits errors or 14. AMENDMENT. This Agreement, upon execution by both parties hereto, can be omissions to be identified and corrected at comparatively low cost. Client agrees to hold amended only by a written instrument signed by both parties. Earth Tech hannless from any claims resulting from performance of construction-related services by persons other than Earth Tech. 15. ASSIGNMENT. See Paragraph C of Part V. 9, fNSURANCE. Earth Tech will maintain insurance CO\'Ct"3ge for Professional J6. I>ISPVTE RESOLUTION. Parties shall attempt to senle disputes arising under Liability in the amolUlt of $1 ,000,000, as well as Comprehensive General, Automobile, this agreement by discussion between the parties' senior representatives of management Worker's Compensation, and Employer's Liability in amounts in accordance with legal If any dispute cannot be resolved in this manner, within a reasonable length of time, requirements. Certificates evidencing such coverage will be provided to Client upon parties agree to attempt non-binding mediation or any other method ofaltemative dispute request. For projects involving construction, Client agrees to require its construction resolution prior to filing any legal proceedings. In the event any actions are brought to contractor, ifany, to include Earth Tech as an additional insured on its policies relating to enforce this Agreement, the prevailing party shall be entitled to collect its litigation costs the Project. Earth Tech's coverages referenced above shall, in such case, be excess over from the other party. contractor's primary coverage except those caused directly by the willful misconduct or failure to adhere to !he standard of care descnbed in Paragraph 1 above of Earth Tech, its 17. NO WAIVER. No waiver by either party of any default by the other party in the agents or employees. performance ofany particular section of this Agreement shall invalidate any other section of this Agreement or operate as a waiver of any future default, whether like or different in 10. HAZARDOUS MATERIAL. Hazardous materials may exist at a site where there character. is no reason to believe they could or should be present. Earth Tech and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition 18. NO THIRD.P ARTY BENEFICIARY. Nothing contained in this Agreement, nor mandating a renegotiation of the scope of work. Earth Tech agrees to notify Client as the performance of the parties hereunder, is intended to benefit, nor shall inure to the soon as practically possible should lUlanticipated hazardous materials or suspected benefit of. any third. party, including Client's contractors, if any. hazardous materials be encountered. Client acknowledges and agrees that it retains title to all hazardous material existing on the site and shall report to the appropriate federal, 19. SEVERABILITY. See Paragraph K of Part V. state or local public agencies, as required, any conditions at the site that may present a potential danger to the public health, safety or the environment. Client shall extcute any 20. AUTHORITY. The persons signing this Agreement warrant that they have the manifests or f01l11S in connection with transportation, storage and disposal of hazardous authority to sign as, or on behalf of, the party for whom they are signing. materials resulting from the site or work on the site or shall authorize Earth Tech to execute such documents as Client's agent. Client waives any claim against Earth Tech L:\WORK\A.DMIN\AGREE\SA VE\IowaCitytc2.doc SEP 2001 and agrees to defend, indemnify, and save Earth Tech harmless from any claim or liability for injury or loss arising from Earth Tech's discoveryofunanticipated hazardous materials (! PART V General Terms A. The Consultant shall not commit any ofthe 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, sexual orientation or gender identity. 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, sexual orientation or gender identity. B. Should the City terminate the Agreement, the Consultant shall be paid on the basis of work and services performed up to the time of termination. However, such sums shall not be greater than the "not to exceed" amount listed in Part III. The City may terminate this Agreement upon seven (7) calendar days written notice to the Consultant. C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be made 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 not as an employee; shall be exclusive with the Consultant executing this Agreement; and 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 Consultant for the Project shall be made available by said City upon reasonable request from 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, Mike Bearden, Bob Lentz, or Bob Bamsey, employees ofthe Consultant, shall attend such meetings of the City relative to the work set forth in this Agreement, at the request ofthe City, 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 City's use of such documents on other projects, I. The Consultant agrees to furnish all reports, specifications and drawings with the seal of a professional engineer affixed thereto or such seal as required by Iowa law, ], 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 ofthis 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 contact drawings shall become the property ofthe City, If applicable, 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 ofthe 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 UWORKIADMlNIAGREE\SA VE\ICGTC.WP PART VI FEE SCHEDULE EFFECflVE JANUARY 1,2001 Classification Hourlv Rate Range Senior Professional $105,00 - $185.00 Project Professional $70,00 - $125,00 Staff Professional $50,00 - $95.00 Professional $30,00 - $70,00 CADD Operator II $40.00 - $75.00 CADD Operator I $25,00 - $55,00 Technician $20.00 - $100,00 Project Administrator $35.00 $60,00 Word Processor $30,00 - $50,00 Direct Expenses; Subconsultants At Cost Computer Technology Included in Above Rates Copies $0.06/Sheet Blueprinting $O,50/Sheet Sepia Mylar $5,OOISheet Sepia Vellum $2.70/Sheet Troxler Density Meter $8,OOrrest Geodimeter $12,501H0ur Mileage IRS Rate (Present $0.345) Sheet Size 22"x34" Approximate Specialized equipment and laboratory rates are available for applicable projects, Services normally not charged to long.term clients: attendance at COWlcil meetings, cost estimate preparation for grant applications, storage and retrieval of original documents on past projects, general miscellaneous requests, general questions, and coordination with regulatory and funding agencies, If you have any questions, please contact Joe Becker at 319-232-6531 or 1-800-772-2028 (in.state W A TS), L:\ WORK\ADMIN\TRNSCR\MISClSA VIMEE.doc ~ 9/24101 Page 1 Part VII I Iowa City, Iowa I Monnon Trek Boulevard Extension Iowa Highway 1 to Iowa Highway 921 , STAfF HOUR ESTIMATE CADD GADO Word Proc.f Senior Project Staff Operator Operator Project Descrintion of Work Prof. Prof. Prof. II I Tech. Admin. Total L~urveY...~!J!!.J3ase ~fL-- f--. .-- -~--- 1 Field Reconnaissance -~ 8 8 ,?Q-.- ._s._f.'~~9wner Coo~ts ..-.- f---- --- "'-- -- 16 .- ~__-1E....._ ~.~.l!!Y!l!.Y. & Base Map.Qi!l9....... ----. --' ---. a. Baseline. Bench Marks & Aerial Control Survey 72 ---- - .~ ---- ~-- _~_.~:...-~!!p~!.Tlenta.!J?~.nSu~____ _._~ "- --~. 128. -..-.- _.J.!lL __~._Joca~~ SoiL':~.orin9~_______ _.1!L --- --,g -..--- --~- .__~;_.f~tti.f:Q.~~ys______ .__.2:1.._ 108 __'6L .__~UtilitySu~ ,,- -, 24 32 ___.2./L _..1-1!.urvev Note Reduction & Base ~illQ Data __ -.-. --~ 24 16 -- __~L. Subtotal 4 8 246 24 16 460 0 758 !l:.~~'Y. De~.!9.t:!3!!}.E..pE!.inage Study -.---, f-- '-' .. '----- --~~- ._..2... Conc~.p.t Statement 2 4 4 .__. .~ _._!'L ....&-~ Cl"2~s Section . --- --~- 2 -- ~--- . 7 Plan & Profiles --- --.-- ~._-" ---_.- -- -.---- _.. a. .6A- Main Line (6 SheetsL_________~ 4 16 48 __---2i .___....?1 _-1.1L .~ b. 6B - Side Roads (3 Sheets) ___'__ ~-_. -~ -~ 16 8 ,,- --~ ._.!L_~.!JCross2~tion.i._._____. -~ ---~ ,-- _...1'. . --. ____~L ..JL_JDtersect.!Q.n Details _____ --- ---- __....1 16 .----. "4 . 10 Preliminary Traffic Sigl]al Design __ 2. . ~ 8 -- ___!IL _1!.-p-'~inage ~~is & .9?~tual Design of 2Q. 40 20 - --.- _....82._ ___Drainag~~ Concep~ - ---- --- _._- .-- ---- -- --- --- _11...J:.relirTJinary Drainage OesJgn 20 80 40 . -- -.--- -~ ~_Ereli!!!~nj:l1Y.St~tures De.!!~ - - ----. -- -- _!i._sarthwork Design .__________ __ -1 _---1P. --- --.-..?~l!.__ 15 Traffic Control & StaQ!!:!9..Plans 4 4 .._. -~-- 16 Preliminary Quantities & Es.timate - 4 8 ,~ 8 ~8 . 17 Preliminary ~nitary Sewer Extension DesiQn . 40 16Q ... 200 ~4 ~-~.~.. _'L!~ Preliminary Water Main Extension Design 12 _.40 ..~. 10 --~. .~~ld ~!lm . ._---~ _----13 . 18 .-- e---- --~.?_- .-?Q.....Qua!!..ty Control Review .~ -- 8 4 - ---- _..-'1._ ...~.!2ubmifu!!~________ _ . 4 B 4 __1~_ Subtotal 80 304 278 350 56 0 40 1108 !II. ~ina!"'Qe-!lH.n .__. ~_._- -"'-- ---- , -- -_._~- . 22 ~!!!~~I}'_~..:J:inal DesiQn 64 .1E!l. ~-_.- ._.~ -- ,!.B _~Y-?___ I~.ks 23~~ - Fi!:!~Oesign ~ f'hase I Proj~EL-_. .---.- ----- _~. Tit!.e Sheet ----_.~ ..----< 4 ,,- -- -.- --_!?_. _24 Ty.~l Cros.s Sections & Details --- 4 ..___._J! 18 .__?L _.?LGe~~1 Notel!.! Eslimale R~.2:8..J!:!!gnnation ----- 4 g.- 8 .. ~_..__.?~'!..-- _ 26 _T..!~!!!.~tions, Quantities & E~mate __~__. 4~ ----~~ _....JE. '-- -..-."' .--~ ...,gLB.~!l.~l~t1.-50. Scale) . ---.- .-.- -- ... -- --- ----- -----. _.~_~.:......!1~lIJJJ.~!::!___.__________ '-- ._-~--~-~ .__...-l.? .._____..31 ------ -- ---~-- .___~;.....1!l~ Roads (Incl~r"!9. Dane Road) ~ 4 ._. 16 _.__J2. ._-_.- ..- ---..3.~__ _~2!9.!!!LSew~.r & Utility Sh~~__ --- __---.Jl ----.!!.Q -.--.J!Q ---~- ..- .....1P.8_ _~~!~.~~!ll!L~ension & Detail Sh~ts __ ..____E ___..i!1 ..----- .___.____.M. ----- --.-_-,,!Q .........J.~!?___ 3.Q....l.@!r!~_~nlroJ!l.!l_q~~9!!l9. P1anL.___._ ----- _----1 ~_._-~ ._--~ --- --- ---.- ._!L_. .~__ Int~~~c~!p1l.!?~~ (4 Inte_~!!~~Q.r:!&...___~__.~ 2 . .J.& --_.~ ._~-- ._:);4_. ~.?__!:-l9hti'!9J;~~~lpn Coordination & Traffic Signal Dtl~~.:-,____-3 __~___ ____~~ __~~_~ .____.__ _____ _____ _.__...?_~~ . ___[I~~,.g~!.I~onnonTre~~!<~"'.<!9!!i:.fS!g~gnall_' .....__._.__.._ .______ ___._ -_..__.. ...-- ~~~~1~g~;ik~~.;~:;~~~;an~~.=~-==: __'___~ __~. :=--==-_i~ :=-___-'1 ==~~= .~_~_ ___~..~.~~-=- =-_~.~=: . 9/24101 Page 2 PartVJI Iowa City,lowa Mormon Trek Boulevard Extension Iowa Highway 1 to Iowa Highway 921 STAFF HOUR ESTIMATE CADD CADD Word Proc.l Senior Pro}ect S..<< Ope",,,,, Operator Project Oescriotion of Work Prof. Prof. Prof. " I Tech. Admin. Total _ 35 Des~ross Sections (At 100' Intervals & Critical 1~ .16 32 Intennediate Points) 36 Miscellaneous Sheets ------ 4 16 16 __36 37 ReS Culvert Design 38 Geotechnical Engineering 4 4 -- _..!L _39 Quality Control Review . 8 8 16 ..~40 Fina.l Revisions & Estimate 16 16 -.1Q -- 72 . 41 Special Provisions . 8 -- ---... 8 ~- Iowa ONR Sanitary Sewer & Water Main 8 16 . 10 6"-..1Q.... Construction Pennits ._--- 43 Printing & Submittals . 8 16 4 28 Subtotal 96 286 322 554 56 0 72 1386 IV. E~r!.tal Assessment . . 44 New Data CollectionIReview 8 8 16 45 Eartv Coordination Letter to ~encies '2 8 -~ -~ . 46 Evaluation of Other Feasible Alternatives .-- . 47 Alternative Cost Estimates 4 8 -. 12 48 "Planning Level~ RjQht-of-~ 16 8 . 24 49 Natural Resource Impacts . .- 12 4 16 50 WeUand Impacts 42 16 6 -~ 51 Contaminated Sites . 12 4 --- --1?_ 52 Social. Economic & land-Use I~cts 16 - 8 24 2Ltioise Impacts 4 4 . 8 54 Other Impacts 4 4 8 55 Cultural Resources - 8 16 . 8 .. . 32 56 Draft EA ----- 8 40 92 - 48 - ---1'1 _228_ 57 EA Revisions .3- 8 8 8 . 26 _.?U...r:!...n.!_& Distribute the EA 4 . 12 f--lL.. .J?~ Draft_of FONSI 4 12 4 4 24 .. 60 Revise, Print & Distribute the FONSI 8 , 8 16 Subtotal 10 52 270 140 0 0 82 554 .. L!3.!.ght-of-Wa,r De!5J.n ._---- .-- -_. 61 Final Rij:jht-of-Wa'y"Des!9.l}___._.~ 2 4 8.. ---- ___..1L.. _.~L~fliens -- -' .. ..!l.~_ Rij:jht:Q!:.!'Yay Documents 40 16_ _.'60 216 . 64 Environmental P~ Assessments ---- .--- ~- __65 Right-of-WayS~___ "- ---1Q- . 80 120 _ 66 ~9.!!t-g!:!V~ Field Exam . .~ -~ -- 16 67 Rlght-of.Wa'y'~,:!isitic?:n '- ._-- ---- Subtotal 2 12 88 24 160 80 0 366 .vI. Proj~ct Man~!ment~'!.fl~.~_rLQoordinafjon -....- -- ----..- - - .Jl~-Er.Qi~~ Meeting~ & Inte;!}Iction with the City of - J~ __._R _.~. -- --_. '6 80 ___. low!!...9!Y_ .- -. -. .n 69 Pre-leWng ~ctiv~~~ 6 --~ ---~- -.- -- 14 ._'!2~~ Ad'l1J!list':!ltion .._~ __._~1. .-- 24 60 .----.- ...zL~g~ Coordination ,...__.- -.--- 24 -~---- ---- 4 28 ...zg-P.!29ress ReP.:Qrts ...--- _____1~ -- --- ..--~ _3L.. ....?.Llowa Cjty_~l"QQrt ~rdinatio.'l._._____ 4 --' 40 8 -- __-1. _2!L Subtotal 24 150 32 0 0 0 64 270 9/24101 Page 3 PartVlI Iowa City,lowa Mormon Trek Boulevard Extension Iowa Highway 1 to Jowa Highway 921 STAFF HOUR ESTlMAlE CADD CADD Word Proc.l Senior Project Staff Operator Operator Project Descrintion of Work Prof. Prof. Prof. II I Tech. Admin. Total .!1{. Public Involvement 74 Meetings with Interest Groups or AQencies 8 16 16 . . 44 75 Propertv OHner Meetings 12 48 12 2. . 100 . 76 Public lnfonnation Meeting ..- -- - 77 Design Public Heari'29- 2' 24 36 24 32 2. 164 Subtotal 44 88 64 48 32 0 32 308 Total Hours 260 900 1300 1140 320 540 290 4750 I Estimated Labor Costs $389,500,00 Estimated Subconsultants Aerial Services Inc. $4,500.00 Terracon $19,000.00 Bear Creek Archeology, Inc. $28,000.00 Leah D. Rogers $4,000.00 Estimated Subconsultants $55,500.00 Estimated Total Costs $445,000.00 Contingency $20,000.00 Maximum Amount Payable $485,000.00 L~T"rH1'\3 ~. . , . . . <: - . - " ;; - . '0 0 0 c '" 0 E N "' .n " 0 N - - c 0 '" / .0 E c'~ 2 o~ c...:;:; 0 "'00 (1)-0 (I)~ ....... >"0/ o c ~ -o.~ -0 ~" '" '" . ~E~ @ Attachment A 00 Cc/ E A R T H Mormon Trek Boulevard Extension 0- 0 T E C H -out Projed Limits ",,,,,,, -->- .......~ ./ 0,-.. a::a...u " ~6::i' WW 15 Prepared by: Kim Shera, Sr, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5437 RESOLUTION NO, 02-152 RESOLUTION AUTHORIZING MAILING AND PUBLICATION OF NOTICE OF INTENT TO COMMENCE PUBLIC IMPROVEMENT PROJECT TO CONSTRUCT THE MORMON TREK BLVD. EXTENSION 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 for a public improvement project is required to give notice of intent to commence the project to all owners of agricultural property 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 Mormon Trek Blvd, Extension Project, which includes the pavement extension of Mormon Trek Blvd, from Highway 1 to Highway 921, which project is to be known as the Mormon Trek Blvd, Extension 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 Mormon Trek Blvd, Extension 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 Mormon Trek Blvd, Extension Project and to acquire property rights therefore is to be held on the 21st day of May, 2002, 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 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, 4, 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, Resolution No, 02-152 Page 2 Passed and approved this 16th day of Apri 1 ,20..Jl2......, .&-/M /~~ OR Approved by ATTEST: ~/...;-?'~ ..)/. ~) Ci~Alte~r:; tt/ "1/tf12- CI lERK It was moved by Pfab and seconded by Chamoion the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner X Lehman y O'Donnell x Pfab X Vanderhoef X Wilburn pwengfres\monntrekext.doc 4102 I L---___ -. -- NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAYBE NEEDED FOR THE MORMON TREK BOULEVARD EXTENSION PROJECT TO: Harold John Jr, & Allegra Dane 4082 Dane Road SE Iowa City, IA 52240 James & Ruth Dane 4507 Dane Road SW Iowa City, IA 52240 - James R. Davis 4097 Kitty Lee Road Iowa City, IA 52246 Robert A. Davis 4059 Kitty Lee Road SW' Iowa City, IA 52240 Jan Ellen Smith 690 North Star Court Boulder, CO 80304 George Dane 715 Benton Court Iowa City, IA 52246 Francis & Janet Driscoll 4120 Dane Road SE Iowa City, IA 52240 Tom H, & Karen Williams 4146 Dane Road SE Iowa City, IA 52240 , Jebb L.L.c. 3732 Hummingbird Lane Iowa City, IA 52240 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. I " 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 Mormon Trek Boulevard Extension Project, making the final selection of the route or site -------- 2 location, or acquiring or condemning property rights, if necessary, required for the project, Said project involves the pavement extension of Mormon Trek Boulevard from Highway I to Highway 921. 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 0!1 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 fimding in its budget for this project, as well as fimding 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 the 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 fimd the site, specific design for the public improvement, to make the final selection 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 necessary, property or an interest in property for the project. The public hearing will be beld on the 21st day of May, 2002 in the Emma J, Harvat Hall,' Civic Center, 410 East 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 fimd the site-specific design for the public improvement, to make the final selection 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 an 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 - - . 3 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 Mormon Trek Boulevard Extension Project please contact the following person: Kim Shera City ofIowa City 410 E, Washington Street Iowa City, IA 52240 (319) 356-5437 s. TillS 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 project or 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 private 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 SS 68.45, 6B54) 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 S6B.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 S68.54) e, Participate in good faith negotiations with the acquiring agency before the acquiring agency begins condemnation proceedings, (Iowa Code S68.3(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 SS 6B.4, 6B,7, and 6B.18) ~- . . 4 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 9 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 99 6B,25 and 6B,54(11)) 1. Reimbursement for expenses incidental to transferring title to the acquiring agency. (Iowa Code 99 6B.33 and 6B.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 96B.33) k. At least 90 days written notice to vacate occupied property, (Iowa Code 96B.54(4)) L 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 9316,9) 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, ~A-,/;f<~ M' K, Karr c City Clerk I I r .. I ~ ! -~= -sO ~--- !r l~~~ April 17, 2002 ~ -gg.~ ....~ ~ City of ~ RE: Mormon Trek Boulevard Extension Project ~ C~. Dear Property Owner: The City of Iowa City is in the preliminary design stages of the Mormon Trek Boulevard Extension Project from Highway I to Highway 921, Included with this project are the grading, paving, storm sewer, and water main improvements, A recently passed State law requires us to send notice to any property owner we may, need to acquire property from for right of way or easements, A copy of this notice is enclosed, The notice is only required for agricultUral properties but we are sending it out to everyone in the project area. At this time it is not known which property rights, if any, will need to be acquired from you, If you have any questions about the project or the information, please call me at 356- 5437, Sincerely t:~ 5k-. Kimberly Shera City of Iowa City Engineering Division ....., 0 = = ....., :2:0 ;po .)>==\ -u -n ::u 0-< N ~ N , ==\0 in ,.<, -u . m 0 -:JJ ::I: ! ~~ ':? j> N W 410 EAST WASHINGTON STREET. IOWA CITY. IOWA 52240_1826 . (319) 356.5000. FAX (J19) 356-S009 -. I .. MORMON TREK BOULEVARD EXTENSION PROJECT CONSTRUCTION UPDATE MAILING LIST OWNER MAILlNGADDRESS Harold John Jr, & Allegra Dane 4082 Dane Road Iowa City, IA 52240 Francis & Janet Driscoll 4120 Dane Road Iowa City, IA 52240 Tom & Karen Williams 4146 Dane Road Iowa City, IA 52240 Perschell Corporation 2253 Old Hwy 218 S Colonial Lanes Iowa City, IA 52240 George & Christiane Knorr 330 Kimball Road Iowa City, IA 52240 Christine Hayslett 4176 Dane Road Iowa City, IA 52240 David W. Irvin 2254 S Riverside Dr . .. Iowa City, IA 52246 Jerry & Joanna Robinson 4179 Dane Road Iowa City, IA 52240 Rocks Road House 1701 Hwy 1 SE Iowa City, IA 52240 Rocks II LLC 3755 Hwy 1 SE Iowa City, IA 52240 James R, Davis 4097 Kitty Lee Road Iowa City, IA 52240 James & Ruth Dane 4507 Dane Road SW Iowa City, IA 52240 Maxwell Development Co. 2937 Sierra Court Iowa City, IA 52240 Lanny Martin 4183 Dane Road Iowa City, IA 52240 Bonnie J. Wenman 1019 Diana Road Iowa City, IA 52240 Corie Lynn Hamer 4177 Dane Road Iowa City, IA 52240 Apostle Baptist Church 4187 Dane Road Iowa City, IA 52240 George Dane 715 Benton Cl. Iowa City, IA 52246-5100 Jebb LLC, 3732 Hummingbird Lane Iowa City, IA 52240 Robert A Davis 4059 Kitty Lee Road Iowa City, IA 52246 Jan Ellen Smith 690 North Star Court Boulder, CO 80304 ,...., Q = = ...., :2:0 ""'" 9-\ -0 Il :::0 0-< N ,- =-10 N I ~l ~ m fTi ::;: 0 022 .-/-..... ~ ~ N w -. Printer's Fee $ If. () ~. CERTIfiCATE OF PUBUCATION STATE OF IOWA, JOHNsON COUNlY, SS: OFFICIAL PUBLICATION THE IOWA CITY PRESS-CmZEN FED. ID # 42-0330670 NOTICE OF PUBLIC HEARING ON INTENT TO PROCEED WITH A PUBLIC IMPROVEMENT PROJECT AND TO ACQUIRE PROPERTY ' . I, RIGHTS FOR THE MORMON TREK BLVD. EXTENSION M...".m,[ RJ,,!;, being duly sworn, say PROJECT IN THE CITY OF IOWA CITY, IOWA that I am the legal clerk of the IOWA TO ALL TAXPAYERS OF THE CITY OF CITY PRESS-CITIZEN, IOWA CITY, IOWA, AND TO OTHER a newspaper INTERESTED PERSONS: published in said county, and that a . Public notice is hereby given that the C!ty Council of the City of Jowa City, Iowa, notice, a printed copy of which is here- wJlI conduct a pUblic hearing on lis intent to proceed with a public improvement to attached, published in said prOject and 10 acquire property rights for was the Mormon Trek Blvd. EX1ension in said paper ~ time(s), on the follow- City at 7:~O p.m.?n the 21st day of May, 2002, saId meetmg to be held in the Emma J. Harvat Hall in the Civic Center in ing date(s): said City, or jf said meeting is cancelled at the next meeting of the City - Councii thereafter as posted by the City Cleric /Y\ (1\.-& ~ ~ MOd-. Documentation of the proposed location I ot said improvements is now on file in the ) ?Hlce of t~e City Clerk in the Civic Center I m Iowa C"y, Iowa, and may be inspected by any interested persons. ~ny inte~ested persons may appear at said meetmg of the City Council for the 0~, j purpose of making Objections to and com. lJV\ a.lvJ m.ents concernmg said intent to proceed I with .a~d to acquire property rights for said I public Improvement project. Legal Clerk This notice is ~jven by order of the City I CounCil of the City of Iowa City. Iowa and Subscribed and sworn to before me as provided by law. MARIAN K. KARR, this " day of '7l7 cu.., CITY CLERK --- A,D, 20...9d., ,j- 49243 May 3, 2002 .' '777 (u..c, ,.,...,,1/ Q'- fUJ'-<i- U Notary Public ~::k ~- !..U..RGt\~E"T RlOS i, .:, C~,t"";,.. <,:0" r,;,:1.1~~''- j.3~15g .g;!?\:: I" i .~", . ' fl."" .-. ...._~.~_....._-_.. IoD .to lj OFFICIAL PUBLICATION' In making the decision to fund the site- Printer's Fee $ specific design for the public improve- ""- ment, to make the final selection of the NOTICE OF INTENT TO ACQUIRE route or site location, or to acquire or con- CERTIFICATE OF PUBUCATlON PROPERTY RIGHTS damn property rights, if necessary, the WHICH MAY BE NEEDED FOR THE . City Council is required to hold a pUblic STATE OF IOWA, MORMON TREK BOULEVARD EXTEN- hearing, giving persons interested in the SION PROJECT "----- proposed project the opportunity 10 pres- TO: Harold" Jonn Jr. & Allegra Dane, enl their views regarding the decision 10 JOHNSON COUNlY, SS: 4082 Dane Road SE, Iowa City, IA fund the site-specific designs for the proj- . 52240; James & Ru1h Dane, 4507 Dane eel, make the final selection of the route THE IOWA CITY PRESS-CITIZEN Road SW, Iowa City, IA 52240; James or site location, or to acquire or condemn, R. Davis, 4097 Kitty Lee Road, Iowa City, if necessary, property or an interest in FED. ID # 42-0330670 IA 52246; Robert A. Davis, 4059 Kitty property for the project. The public hear- Lee Road SW..lowa City, IA 52240; Jan ing will be held on the 21 st day of May, Ellen Smith, 690 North Star Court, 2002 in the Emma J. Harvat Hall, Civic Boulder, CO. 80304; George Dane, 715 Center, 410 East Washington Street. I, Benton Court, Iowa City, IA 52246; Iowa City, Iowa, com'mencing at 7:00 Francis & Janet Driscoll, 4120 Dane p.m. or, if cancelled. at the next meet- M'ilrSilfllt Hies, being duly sworn, say Road SE, Iowa City, IA 52240; Tom H. ing of the City Council thereafter as & Karen Williams, 4146 Dane Road SE, posted by the City Clerk. In order to that I am the legal clerk of the IOWA Iowa City, IA 52240; Jebb L.L.C., 3732 fund the site-specific design for the public Hummingbird Lane, Iowa City, IA 52240 improvement, 10 maKe the final selection CITY PRESS-CITIZEN, a newspaper of the route or site location, or to com- Chapter 68 of the Iowa Code requires a mence the acquisition or condemnation of published in said county, and that a governmental body which proposes to property rights, if necessary. for the acquire property rights under power of above-uescribed project, City Council will notice, a printed copy of which is here- eminent domain for a public improvement be required 10 approve the project and projectto give notice of the project to all authorize acquisition of private property to attached, was published in said agricultural property owners whose prop- rights for the project by Council resolu- erties may be affected and to hold a pub- tion. The City Council is scheduled to paper _\ time(s), on the follow- lie hearing. consider adoption of a resolution author- 1. DESCRIPTION OF THE PROJE'CT. izing acquisition of property rights for the ing date(s): NOTICE IS HEREBY GIVEN to the above-described project tallowing the above-identified agricultural property public hearing. owners that the City Council of the City of When an appraisal is required, if the 1f\ G '<t-l ~) d-.DO ').... Iowa City will consider funding of the site- project is approved by the City Council, specifiC design for the Mormon Trek an appraiser will determine the compen- Boulevard Extension Project, making the sation to be paid for easements andJor tinal selection of the route or site location, property acquired in fee simple. The City or acquiring or condemning property will offer no less than the appraised value rights, if necessary, required for the proj- and will attempt to purchase only the ect. Said project involves the pavement needed property by good faith negotia- ~O\~ extension of Mormon Trek Boulevard tions. If the City is unable to acquire prop- from Highway 1 to Highway 921. erties needed for the project by negotia- 2. PRIVATE PROPERTY RIGHTS MAY tl.on, the City will acquire those property BE ACaUIRED BY NEGOTIATION OR rights by condemnation. CONDEMNATION. 4. CONTACT PERSON Legal Clerk If the above-described project is II you have any questions concerning Subscribed and sworn to before me approved by the City Council, the City the Mormon Trek Boulevard Extension may need to acquire property rights for Project please contact the following per- this ,21 day of lnJ~ the project improvements. Property rights - son: Kim Shera, City of Iowa City, 410 E. may include a temporary construction Washington Street, Iowa City, IA 52240, easement, a permanent easement, (319) 356-5437. A,D, 20 cJ;( , and/or a fee simple parcel (complete 5. THIS NOTICE IS FOR INFORMA. ownership). Upon review of the records TION ONLY AND IS NOT AN OFFER TO of the Johnson County Auditor, it appears PURCHASE PROPERTY RIGHTS. The m~~M1fL -e-<k5 that properties or portions of properties~ City Council of the City of Iowa City, Iowa owned by the above-identified persons: has not yet determined to undertake the may have to be acquired for the project' above-described project or to acqUire Notary Public by the methods described above. The property rights for the project. This Notice City will attempt to purchase t~e .required J does not constitute ar. otter to purchase property by good faith negotiations. If property rights. negotiations are unsuccessful, the City MARIAN K. KARR, . will condemn those property rights which City Clerk ~ MARGARET RIOS 1 ;1 dele,m;nes are neeessacy 10' Ihe pmj. ! ! Comml..6on HumMr 130151 ect. The proposed location of the above- 49255 May 16, 2002 My Comml.,ion E.~ru described publiC improvement is shown ... October 26. 20N ' 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 ACOUIRE PROPERTY RIGHTS; CITY COUNCil ACTION REOUIRED 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 lor the project. City staff has ana. Iyzed the options for how to proceed with this project and has coordinated project planning with other appropriate agencies. The planning has reached the poml 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, paliicLllar1y as private property may be aHected ~ . ... ~ ~ I - I ' Co I - "'" %"""'""",,, ",,,,,", " . - ,%"""''''''''"''' - - - -=u ." " '''' - - 5/30/2002 ~~:08~ I - ~ I _ _ _ I ~ I .--- I I UI 01 - - I i _'< - - - - ,- - -.-.-. 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'-i '" ~ I --I ''', u " "I ~ - I I Iii i " ... I ~ o CD.., 0 I Iii ! II' '< .11 : I I ~ \" . I ..... 'ii: ,I 0 O ;l\"" I In : , I '" @ I O I 'I' . " 0 ....... '.. . , - I ..... 'i! , ,I 0 0 /1 m::E I Ii :" ~ no 0 I ", . "ID _ '" . I' I -. C " I Iii ,: " ... _ _ _ _ I ' CD 'I! ,. 'I '< I _. _. t-V "0/ I I.. " " _. I < n ~., . II _ _ _ ' , , ............. - O 0\.0 I i .'L--l-''', ________ I Ii :" _-.. _ I O ~ C I .. . . _ _ I ... ~ i:i '! - - - - I 0 ~ II 0 ,;:' I '" t-V . I .... .- 11-. <0 O _ . _ . _ \, <> I '> _, . ""j - - - . .1, I _ _ '.. " m =+ I 0 c1 - ---.-.-s-.-.--- - , ,;J' I ~ :;:;); :::,= >< · I "11 - - - '/ , . . '- '" ., r - - // " , I _ Cc.' _ ,..., - , h -- 0.. ~ ~:s -! . I !_~ __ ""-- L/ . + '.. 't;:, .--==-J!-,....L:.. I en '. I /~. ~ I ' c:> I, :J ....... __ I -- ------------------ I ...-...... .-...."-..--... / ' 1/ 1..- -..---- / "---- -....----------- . ."Of ~~ ~ ,I I' . " I Prepared by: Kim Shera, Civil Engineer, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5437 RESOLUTION NO, 02-186 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST AN IOWA DEPARTMENT OF TRANSPORTATION FUNDING AGREEMENT FOR THE MORMON TREK BOULEVARD PROJECT STP-U- 3715(620)--70-52, WHEREAS, the City of Iowa City, Iowa has negotiated an addendum with the Iowa Department of Transportation, said agreement being attached to this Resolution and by this reference made a part hereof; and WHEREAS, the City Council deems it in the public interest to enter into said agreement with the Iowa Department of Transportation STP project for STP-U,3715(620)--70-52 for the design and construction of Mormon Trek Boulevard from Highway 1 to 4700 feet east of Highway 1 including the relocation of Dane Road, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1, It is in the public interest to enter into the above-mentioned agreement, and the agreement is hereby approved as to form and content. 2, The Mayor is authorized to sign and the City Clerk to attest the agreement between the City of Iowa City and the Iowa Department of Transportation in duplicate 3, The City Clerk shall furnish copies of said agreement to any citizen requesting same, Passed and approved this 21st d~&. ,2002, ~d-~ ~iJ. A OR Approved by ATTEST: ~" '" ~~~ 1!~ ~/, ~/~z- Cil{ torn'Mce DEPUTY CI ERK ~ It was moved by Champion and seconded by O'Donnell ' the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner X Lehman X O'Donnell X Pfab X Vanderhoef X Wilburn pwenglreslirorrronlIek5-02.doc , " , '. . . January 2001 .' IOWA DEPARTMENT OF TRANSPORTATION AGREEMENT FOR FEDERAL-AID SURFACE TRANSPORTATION PROGRAM (STP) PROJECT RECIPIENT: City of Iowa City PROJECT NO,: SIP-U-3715(620)--70-52 lOW A DOT AGREEMENT NO.: 6-02-SIPU-14 This is an agreement between the City of Iowa City, Iowa (hereinafter referred to as the RECIPIENT) and the Iowa Department of Transportation (hereinafter referred to as the DEPARTMENT), Iowa Code Sections 306A and 307.44 provide for the RECIPIENT and the DEPARTMENT to enter into agreements with each other for the purpose of financing transportation improvement projects on streets and highways in Iowa with Federal funds, The RECIPIENT proposes a Surface Transportation Program (SIP) project for funding under Sec, 133 (b) ofTitle 23, United States Code, The Transportation Equity Act for the 2ist Century (TEA-21), enacted in 1998, reestablished the Surface Transportation Program (STP), Federal regulations provide that the STP funds are to be administered by the DEPARTMENT, / :' The OMB (Office of-Management and Budget) Circular A-133 requires the RECIPIENT to report the CFDA (Catalog of Federal Domestic Assistance) number and title on all Federal- Aid Projects. The RECIPIENT will use CFDA #20.205 and title, "Highway Planning and Construction" for this project. This information should be reported in "The Schedule of Expenditures of Federal Awards", Pursuant to the terms of this agreement, applicable statutes, administrative rules, and Prograniming by the Department and the Johnson County Council of Governments, the DEPARTMENT agrees to provide SIP funding to the RECIPIENT for the authorized and approved costs for eligible items associated with said improvements, In consideration of the foregoing and the mutual promises contained in this agreement, the parties agree as follows: 1. The RECIPIENT shall be the lead local governmental agency for carrying out the provisions ofthis agreement, 2, All notices required under this agreement shall be made in writing to the DEPARTMENT and the RECIPIENT's contact person. The DEPARTMENT's contact person shall be the District 6 Local Systems Engineer. The RECIPIENT's ------ ---- .- contact person'shan be the CitY Engineer, ,. ---.----- - --+. . . . ..- . -P ',.' --.-- . ___no - ..n ---- -. ...... - , u _ " Agreement No,: 6-02.~U-14' . Page 2 3, The RECIPIENT shall be responsible for the development and completion of the following described STP project: I Mormon Trek Boulevard extension from Iowa 1 to approximately 4700 feet east, and the relocation of Dane Road approximately 500 feet north and approximately 270 feet I south of Mormon Trek intersection, I 4, The RECIPIENT shall receive reimbursement of Federal STP funds for authorized and approved project costs of eligible items, The portion of the eligible project costs paid by Federal STP funds shall be limited to a maximum of either 80 percent of eligible costs or the amount stipulated m the Johnson County Council of Governments current Transportation Improvement Program (TIP) and approved in the current Statewide Transportation Improvement Program (STIP), whichever is less, 5, This agreement will become null and void if the project described in Section 3, drops out of the Johnson County Council of Governments current TIP or the approved current STIP prior to obligation ofF ederal funds. 6. The attached EXHIBIT I will apply and is hereby made a part of this agreement, : ~ -. -. .. ------ " - -- - .- . '.~ .' Agreement No,: 6-02-~U-14 . Page 3 IN WITNESS WHEREOF, each of the parties hereto has executed this Agreement Number 6-02-STPU-14 as of the date shown opposite its signature below. RECIPIENT: City ofIowa City .. By~./tL - .-- Date Mav 21 , 2llO2... Title Mavor Deputy I, Julie K. Voparil ' certify that I am the Clerk of the CITY, and that Ernes t W. Lehman , who signed said Agreement for and on behalf of the CITY was duly authorized to execute the same by virtue of a formal Resolution duly passed and adopted by the CITY, on the ? 1 s t day of M.y '-2002' Signed ~"~ ~ .~~.Ii}_ Date Mav 21 , ..2illl2. Deputy City Clerk ofIowa City, Iowa IOWA DEPARTMENT OF TRANSPORTATION Highway Division By ~ 11. 9r~ Date 1101 .1/ ,:200, Roger R. Walton, P,E, Local Systems Engineer District 6 .. . ... " . . July 1999 EXHI'BIT 1 Standard Provisions for Federal-Aid Project Agreement 1. Since this project is to be financed with local and Federal funds, the RECIPIENT shall take the necess3l)' actions to comply with applicable State and Federal laws and regulations, In all programs and activities of Federal-aid recipients, subrecipients, and contractors, no person in the United States shall be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination on the grounds of race, color, national origin, sex, age or handicap/disability, The DEPARTMENT will determine a Disadvantage Business Enterprise (DBE) Commitment on all Federal-aid projects, 2, The RECIPIENT shall take the appropriate actions and prepare the necess3l)' documents to fu]fi]] the requirements of the DEPARTMENT's Action Plan for project environmental studies including historical/cultural reviews and location! design approval. If farmland is to be acquired, whether for use as project right-of-way or permanent easement, the RECIPIENT shall submit the US. Department of Agriculture Farmland Conversion Impact Rating form, when required, to the US, Natural Resources Conservation Service (NRCS). 3. The RECIPIENT shall obtain agreements, as needed,. from railroad and utility companies and shall obtain project permits and approvals, When necess3l)', from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, US. Coast Guard, US, Army Corps of Engineers and the DEPARTMENT, etc.' 4. The project plans, specifications and project cost estimate (PS&E) shall be prepared and certified by a professional engineer licensed to practice in the State of Iowa The RECIPIENT shall submit the plans, specifications and other contract documents to the DEPARTMENT for review and authorization to let the project, 5. If Federal-aid is requested for in-house engineering services, the RECIPIENT will follow the procedure outlined by the DEPARTMENT, The RECIPIENT, desiring to claim indirect costs under Federal awards, must prepare an indirect cost rate proposal and related documentation in accordance with the requirements of Office of Management and Budget (OMB) Circular A-87 - Cost Principles for State, LocilI, and Indian Tribal Governments, Reimbursement eligibility requires an indirect cqst rate proposal to be certified by the governmental unit designated cognizant agency pr the Federal agency providing the largest amount of Federal funds to the governmental unit, ' 6, If Federal-aid is requested for prelimin3l)' and/or construction engineering costs, the RECIPIENT will select a consultant(s) in accordance with the DEPARTMENT's . consultant seleCb<Jnpr<JCess." .. .. .. .. .~..- ... .0..- ~ . , . .' - ,.-" .-. " . . EXIllBIT I -2- 7, The RECIPIENT and the Consultant shall prepare a consultant contract for engineering services in accordance with Title 23, Code of Federal Regulations, Part 172 - Administration of Negotiated Contracts (23 CFR 172). This is required only if the RECIPIENT uses federal funds for engineering services, 8, After the contents of the consultant contract have been mutually approved, the RECIPIENT shall execute the contract and forward the same to the DEPARTMENT for authorization only if federal funds are used for engineering services, 9, If preliminary engineering is federally funded, if the "do nothing" alternate is not selected, and if right-of-way acquisition for or actual construction of the road is not started by the close of the tenth fiscal year following the fiscal year in which the Federal-Aid Project agreement is executed, the RECIPIENT will repay to the DEPARTMENT an amount equal to the amount of Federal funds made available for such engineering. 10, The RECIPIENT shall acquire the project right-of-way, whether by lease, easement or fee title and shall provide relocation' assistance benefits and payments in accordance with the procedures set forth in the DEPARTMENT's Right of Way Manual, The RECIPIENT shall contact the DEPARTMENT for assistance, as necessary, to ensure compliance with the required procedures, even if no federal funds in Right of Way purchase are involved, The RECIPIENT will need to get enviromnental concurrence before acquiring any needed right-of-way, With prior approval, hardship and protective buying is possible. . If the RECIPIENT requests Federal-aid participation for right-of-way acquisition, the RECIPIENT will need to get enviromnental concurrence and Federal Highway Administration's (FHW A) authorization before purchasing any needed right-of-way, II. The RECIPIENT shall comply with the Policy for Accommodating Utilities on City and County Federal-aid Highways Right of Way and the Policy for Accommodating Utilities on Primary Road System when on State's right of way. Certain utility relocation, alteration, adjustment, or removal costs to the RECIPIENT for the project may be eligible for Federal-aid reimbursement in accordance with the FHW A rules applicable to the type of utility involved and Iowa Code Chapter 306A. 12. Traffic control devices, signing, or pavement markings insuI1led within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices fpr Streets and Highways" per 761 Iowa Administrative Code (lAC) Chapter 130. T\te safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades; signs, flood lighting, and warrlljIg lights as necessary, . . 13, The RECIPIENT shall forward a Federal-aid Project Development Certification and final PS&E to the . DEPARTMENT. Following FHW A's authorization, tjIe DEPARTMENT will advertise the projects for letting and furnish the RECIPIENT with a sample. letting package, . The RECIPIENT shall comply with the public . hearing requirements of the Iowa Code Section 384,102, . -~ ---..- -~ . " ' . . EXHIBIT 1 -3- 14, If the project is to be accomplished via a contract awarded by competitive bidding, . the project will be let by the DEPARTMENT in accordance with its normal letting procedures, After bids are received and reviewed, the DEPARTMENT will furnish the RECIPIENT with a tabulation of responsive bids received, 15, When let by the DEPARTMENT, the DEPARTMENT will prepare an Iowa DOT Staff Action for concurrence to award the contract, The DEPARTMENT will mail three (3) originals of the unexecuted contract(s) to the RECIPIENT, 16, The RECIPIENT shall take action to award the contract or reject all bids, Following award of contract and signature by the lowest responsive bidder, the RECIPIENT shall forward to the DEPARTMENT two (2) copies of the fully executed contract, two (2) copies of the performance bond, and two (2) copies of the certificate of I InSurance, I 17. If Federal-aid is requested for force account construction, the RECIPIENT will I . follow the procedure outlined by the DEPARTMENT, - 18. The DEPARTMENT will prepare the Federal-aid Project Agreement and submit it for Federal Highway Administration (FHW A) approval and obligation of Federal-aid funds. 19. The RECIPIENT shall comply with the procedures and responsibilities for materials testing and construction inspection according to D!lpartment's Instructional Memorandums. (LM. 's), The DEPARTMENT will bill the RECIPIENT for testing services according to its normal policy, 20, The project shall be constructed under the DEPARTMENT's Standard Specifications and applicable special provisions, Prior to their use in the PS&E, specifications developed by the RECIPIENT for individual construction items shall be approved by the DEPARTMENT, 21. If the project right-of-way is federally funded and if the actual construction is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the Federal-Aid Project agreement is executed, the RECIPIENT will repay the sum or sums of Federal funds in the right of way to the DEPARTMENT. 22. The RECIPIENT may submit to the DEPARTMENT periodic itemized claims for reimbursement for eligible project costs, Reimbursement claims shall include certification that all eligible project costs, for which reimbursement is requested, have / been completed in substantial compliance with the terms of this' agreement. 23, The DEPARTMENT shall reimbUrse the RECIPIENT for properly documented and certified claims for eligible project ~sts,' either by state warrant, or by crediting other I accounts from which payment may have been initially made, If, upon audits *,f I contracts, the DEPARTMENT determines. the RECIPIENT. is . overpaid, e RECIPIENT shall reimburse the overpaid amount to the DEPARTMENT, . ~ '. u .. - ___ _.__ ___.n _ .. -. . I .. '. , . . . EXHIBIT 1 -4- 24, Upon completion of the project described in this agreement, a professional engineer licensed to practice in the State of Iowa shall certify in writing to the DEPARTMENT that the project was completed in substantial compliance with the plans and specifications set out in this agreement. Final reimbursement of Federal funds shall be made only after the DEPARTMENT accepts the project as complete, 25, The RECIPIENT shall maintain' all books, documents, papers, accounting records, reports and other evidence pertaining to costs incurred for the project, The RECIPIENT shall also make such materials available at all reasonable times during the construction period and for three years from the date of final Federal reimbursement, for inspection by the DEPARTMENT, FHWA, or any authorized representatives of the Federal Government. Copies of said materials shall be furnished by the RECIPIENT if requested. 26, The RECIPIENT agrees to indemnifY, defend and hold the DEPARTMENT harmless from any action or liability arising out of the design, construction, maintenance, placement of traffic control devices, inspection or use of this project. This agreement to indemnify, defend and hold harmless applies to all aspects of the DEPARTMENTs application review and approval process, plan and construction reviews, and funding participation, 27, The RECIPIENT shall maintain, or cause to be maintained, the completed improvement in a manner acceptable to the DEPARTMENT apd the FHW A , / 28, Implementation of Clean Air Act and Federal Water Pollution Control Act (Applicable to Contracts and Subcontracts which exceed $100,000): a The RECIPIENT stipulates that any facility to be utilized in performance under or to benefit from this agreement is not listed on the Environmental Protection Agency (BPA) List of Violating Facilities or is under consideration to be listed, This is issued pursuant to the requirements of the Clean Air Act, as amended, and the Federal Water Pollution' Control Act, as amended, b, The RECIPIENT agrees to comply with all of the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act, and all regulations and guidelines issued thereunder. 29, If any part of this agreement is fOlmd to be void and unenforceable, the remaining / provisions of this agreement shall remain in effect, 30. It is the intent of both parties that no third party beneficiaries be created by tljis agreement, ~. ~ -,_. . I: ,...".: . . . . ~ . . . EXHIBIT 1 -5- 31. If the RECIPIENT elects to levy special assessments as a means of raising the local share of the total project costs, the RECIPIENT shall reimburse the DEPARTMENT in the amount that payments of Federal-aid and collections of special assessments, excluding interest and penalties, exceed the total cost of the public improvement as established by the provisions of Iowa Code Chapter 384, The RECIPIENT agrees that at such time as its collections (exclusive of interest and penalties which shall be retained by the RECIPIENT) from special assessments levied for this project exceed the local share of total proj eels costs, the RECIPIENT shall refund to the DEPARTMENT all funds collected in excess of the total project costs (including interest and. penalties associated with the amount of the excess) within sixty (60) days of the receipt of any special assessment payments. The RECIPIENT shall notify the DEPARTMENT when any lands specially assessed no longer qualify for an agricultural deferment of the special assessment have been satisfied. The DEPARTMENT shall credit reimbursement billings to the FHWA in the amount of refunds received from the RECIPIENT. 32, This agreement shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same instrument. 33. This agreement, as set forth in items 1 through 6 and EXHIBIT 1 paragraphs 1 through 33 herein, constitutes the entire agreement between the DEPARTMENT and the RECIPIENT concerning this project. Representations made before the signing of this agreement are not binding, and neither party. has,/ relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement must be made in the form of an addendum to this agreement. 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'___ :J W' 'r', j I' ", _ _'__ ,","" "'8 ".......... , "., " ,.. ,"'" ""-. , ...................., L-- /' .. .. e., ", 1 l 0 __ O'J'" "I ,,' ".. .. ''', . " , '''' " " I I _____ ( I' I I, =:J ~..- I I OFFICIAL PUBLICATION In making the decision to fund the site- specific design for the public improve- NOTICE OF INTENT TO ACQUIRE ment, to make the linal selection of the S (g3.4'l' . PROPERTY RIGHTS . route or site location, or to acquire or con- Printer's Fee WHICH MAY BE NEEDED FOR THE demn property rights, if necessary, the MORMON TREK BOULEVARD EXTEN- City Council is required to hold a pUblic f SIONPROJECT hearing, giving persons interested in the CERTIFICATE OF PUBLICATION TO: Harold John Jr. & Allegra Dane, proposed project.the opportunity to pres- ent their views regarding the decision to 4082 Dane Road SE, Iowa City, fund the site-specific designs for the proj- STATE OF IOWA, IA 52240; James &"Ruth D~e, ect, make the final selection 01 the route or site location, or to acquire or condemn, JOHNSON COUNTY, SS: 4507 Dane Road SW, Iowa City, if necessary, property or an interest in THE IOWA CllY PRESS-CITIZEN IA 52240; James A. Davis, 4097 property for the project. The public hear. Kitty lee Road, Iowa City, fA ing will be held on the 2nd day of July, 52246; Robert A. Davis, 4059 2002 in the Emma J. Harvat Hall, ClYtc FED. ID #42-0330670 Kitty lee Road SW, Iowa City, IA , Center, 410 East Washington Street, 52240; Jan Ellen Smith, 690 i Iowa City, Iowa, commencing at 7:00 North Star Court, Boulder, CO I p.m. or, if cancelled, at the next meet- 80304; George Dane, 715 ing of the City Council thereafter as I, Benton Court, Iowa City, IA posted by the City Clerk. In order to ] 52246; Francis & Janet Driscoll, fund the site-specific design for the public Orlene Maher, being duly sworn, say 4120 Dane Road SE, Iowa City, improvement, to make the final selection that I am the legal clerk of the IOWA IA 52240; Tom H. & Karen of the route or site location, or to com- Williams, 4146 Dane Road SE, mence the acquisition or condemnation of Iowa City, IA 52240; Jebb property rights, jf necessary, for the CITY PRESS-CITIZEN, a newspaper 1.1.C., 3732 Hummingbird lane, above-described project, City Council will published in said county, and that a Iowa City, IA 52240 be required to approve the project and authorize acquisition of privats property which Chapt., 68 of the Iowa Code requires 1 rights for the project by Council resolu- notice, a printed copy of is a governmental body which proposes to i tion. The City Council is scheduled 10 acquire property rights under power of consider adoption of a resolution author- hereto attached, was published in eminent domain lor a publiC improvement I izing acquisition of property rights for the I time(s), on the project to give notice of the project to all above-described project following the said paper agricultural property owners whose prop- public hearing. erties may be affected and to hold a pub- When an appraisal is required, if the following date(s): lic hearing. project is approved by the City Council, } ~ -",-,,-1;;/. ?-oo?-. 1. DESCRIPTION OF THE PROJECT. an appraiser will determine the cOlnpen- NOTICE IS HEREBY, GIVEN to the sation to be paid for easements and/or above-identified agricultural property property acquired in fee simple. The City owners that the City Council of the City of will offer no less than the appraised value Iowa City will consider funding of the site. and will attempt to purchase only the speCific design for the Mormon Trek needed property by good faith negotia- Boulevard Extension Project, making the tions. If the City is unable to acquire prop- ~~ . final selection of the route or site location, erties needed for the project by negoba- or acquiring or condemning property tion, the City will acquire those property rights, jf necessary, required for the proj- rights by condemnation. Legal Clerk eel. Said project involves the pavement 4. CONTACT PERSON extension of Mormon Trek Boulevard If you have any questions concerning Subscribed and sworn to before me from Highway 1 to Highway 921. the Mormon Trek Boulevard Extension 2. PRIVATE PROPERTY RIGHTS Project please contact the following per. this ckJ day of cf2/.MNL. MAY BE ACQUIRED BY NEGOTIATION son: Ross Spitz, City of Iowa City, 410 E. OR CONDEMNATION. Washington Street, Iowa City, IA 52240, If the above-described project Is (319) 356.5149. A.D. 20 6.2 , approved by the City Council, the City 5. THIS NOTICE IS FOR INFORMA- may need to acquire property rights for TlON ONLY AND IS NOT AN OFFER TO ~~~:/~ the project improvements. Property rights PURCHASE PROPERTY RIGHTS. may include a temporary construction The City Council of the City of Iowa easement, a permanent easement, City, Iowa has not yet determined to ancllo' a fee simple paceel (complete 1 undertake the above-described project or L Notary Public ownership). Upon review of the records to acquire property rights fer the project. ~f the Johns.on County ~uditor, it appe~rs . This Notice does not constitute an offer to ;hat properties or portions of propertIes purchase property rights. :>wned by the above.identified persons , !slMarian K. Karr, ~Tlay have to be acquired for the project by City Clerk ~e methods described above. The City , ill attempt to purchase the required 49288 June 12, 2002 property by good faith negotiations. If ~ MARGARET RIDS negotiations are unsuccessful. the City i ..~ Commission Number 130158 will condemn those property rights which My Commiaaion Expire. it determines are necessary for the proj- 0.. October 26. 2004 ect. 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 budgelfor this project, as well as funding to acquire any property rights that may be needed for the project. City staff has ana- lyzed the options lor how to proceed with this project and has coordinated project planning with other appropriate agencies. The planning has reached the point where preliminary designs now indicate that certain property rights may need to be acquired. Any public comment will be considered in preparing the linal designs, particularly as private property may be affected r ,., , Pro) Prepared by: Kim Shera, Sr, Civil Engineer, 410 E, Washington St., Iowa City, IA 52240 319-356-5437 RESOLUTION NO. 02-238 RESOLUTION DECLARING THE CITY'S INTENT TO PROCEED WITH AND AUTHORIZING THE ACQUISITION OF PROPERTY RIGHTS FOR THE MORMON TREK BOULEVARD EXTENSION 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 Mormon Trek Boulevard Extension Project ("Project") which includes the pavement extension of Mormon Trek Boulevard from Highway 1 to Highway 921; 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, Earth Tech, has determined the location of the proposed Project; and WHEREAS, the City has negotiated an agreement pursuant to which Graham Land Acquisition Associates Inc. will conduct property acquisition on behalf of the City for the Project; and WHEREAS, City staff. through Graham Land Acquisition Associates, Inc" 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 Mormon Trek Boulevard Extension Project. 2, The City Council finds that it is in the public interest to acquire property rights necessary for the construction of the Mormon Trek Boulevard Extension Project ("Project"), which Project constitutes a public improvement under Iowa law, The City Council further finds that acquisition of said property rights, including property rights for the connection of the currently existing Dane Road to the extension of Mormon Trek Blvd as depicted as "Option B" on the design plans placed on file with the City Clerk, 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. acting through Graham Land Acquisition Associates, Inc, 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, 02-238 Page 2 4, The City Manager, or designee, acting through Graham Land Acquisition Associates, Inc., 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 2 day of July .20~, ~/CJ .;f~.. - A R ATTEST'~~ -}/. ~ OC:;~ DdJ ,} JlJjb').. CITY . ERK City Attorney's Offi,ce ,It was moved by Champion and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Champion X Kanner X Lehman X O'Donnell X Pfab X Vanderhoef y Wilburn pweng\res\mormontrkext.doc 9/99 .' ~l)T n:n - Prepared by: Ross Spitz, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240, (319)35&-5149 RESOLUTION NO. 03-38 RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MORMON TREK BOULEVARD EXTENSION 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: 1, That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-menti6ned project is to be held on the 18TH day of February, 2003, 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, 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 4th day of February ,20 03 tZ: -_/4.!, ~L-- YOR Approved by ATTEST: ~ .,f". ~AJ .k~~~ 11.;t..'7~3 CITY ERK pweng\res\momonext\setph.doc 1/03 ) \ - ---- . . Resolution No, . 03-38 Page 2 It was moved by Champion and seconded by O'nonnell the Resolution be I adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner X Lehman x O'Donnell X Pfab X Vanderhoef X Wilburn , EN3,e 1-:.<.../ . 4; fc,2J} ao Fli Eel L .. j ....01 ~En 13 .. LUlL r .b 11!'1 9: II If {"'T\/ ('I '-"'( \...I! I) \_,,_t.hr, Special Provisions For JOWl' eiT\/ nv,I/\ Ii, ~ t I I, \..;1 "- Water Main and Sanitary Sewer Main Mormon Trek Boulevard Extension City of Iowa City, Iowa STP-U-3715(620)--70-52 Earth Tech Project No, 51791 Prepared For: City of Iowa City 4 IO East Washington Street Iowa City, Iowa 52240-1826 Prepared By: Earth Tech 501 Sycamore Street, Suite 222 P,Q. Box 1497 Waterloo, Iowa 50704-1497 January 2003 - SP-016_ (New) 'i' IOwa oepartmentOf Transportation ...., ,-:=, 0 = ~~ ~~ -;"'1 f7l II OJ (}.~.- - ,'- ~c~~ w I .:-<:;-- ~ m ""l~.. l-~ SPECIAL PROVISIONS --~-: r-'" ..-I..J """"; .......) -"- cD ...:;:/'-. <. for )> r- U1 MODIFICATIONS TO GENERAL REQUIREMENTS AND COVENANTS Johnson County, Iowa STP-U-3715(620)--70-52 THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 016_.01 DESCRIPTION. 1. This Special Provision modifies IDOT Standard Specifications Article 1109,11 DISPUTED CLAIMS FOR EXTRA COMPENSATION and Article 1109.12 ARBITRATION to eliminate arl>itration as a means of settling a dispute, 2, This 'Special Provision also modifies the IDOT Standard Specifications Article II 09.16A DIFFERING SITE CONDmONS, 016_ ,02 MODIFICATIONS TO THE PROVISIONS FOR ARBITRATION. Delete words ..... and either submitted to arbitratiou or a request for arl>itration is denied pursuantto Article 1109,12," from Article 1109,11 last paragraph. Also delete Article 1109.12 in its entirety, Replace with the following provisions for dispute resolution, I - SP-016_, Page 2 CONTRACTING AUTHORITY and CONTRACfOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute, Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Docwnents, 6 c' = ~o C~ "" 016_.03 MODIF1CATIONS TO THE PROVISIONS FOR DIFFERING SITE CONDITIONS-j fT1 rl-< 0'.> 11 , ~ - ,..- Delete Article l109.l6A in its entirely and replace with the following, =1 C) L:J I . " '-'1 , I rn ~ _ A, Notice; IfCONTRACfOR believes that any subsurface or physical condition at or contiguo~.t5'E'~Site:that is,.) uncovered or revealed either: ..:=~: /', \..0 ::'..:..:. .. p .;;:- I I. differs substantially and materially from that shown or indicated in the Contract Documents; or Ul 2, is of an unusual nature, and differs substantially and materially from conditions ordinarily encountered and I generally recognized as inherent in work of the character provided for in the Contract Documents; . then CONTRACfOR shall, promptly after becoming aware thereof and before further disturbing the subsurface. or physical conditions or performing any W orl< in connection therewith (except in an emergency, notify CONTRACTING AUTHORITY in writiog about such condition. ~ CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith (except as ~ aforesaid) until receipt of written order to do so. - B, CONTRACTING AUTHORITY'S Review; After receipt of written notice as required by paragraph 4,03.A, . CONTRACTING AUTHORITY will promptly review the pertinent condition, determine the necessity of = CONTRACTING AUTHORITY'S obtaining additional exploration or tests with respect thereto, and advise i . CONTRACTOR in writiog of fmdings and conclusions. . . - C. ' Possible Price and Times Adjustments; 0 I. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence ~ of such differing subsurface or physical conditiou causes an increase or decrease in CONTRACTOR'S cost of, or time required for, performance of the Work; subject, however, to the following; a, such condition must meet ariy one or more of the categories descnbed in above paragraph; and b, with respect to Work that is paid for ou a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Article 1109,03, 2. CONTRACTOR shall not be eutitled to any adjustment in the Contract Price or Contract Times if; a, CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a fmal commitment to CONTRACTING AUTHORITY in respect of Contract Price and Contract Times by the submission of a Bid or becoming bouud under a negotiated contract; or b, the existence of such condition could reasonably have been discovered or revealed as a resuIt of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR'S making such fInal commitment; or c, CONTRACTOR failed to give the written notice within the time and as required by above paragraph, . -- -- SP-016_, Page 3 3, If CONTRACTING AUTHORITY and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefore as provided in Article 1109.03. However, CONTRACTING AUTHORITY, shall not be liable to CONTRACTOR for any claims, oosts,losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by CONTRACTOR on or in connection with any other project or anticipated project. "" 0 = (."::.~ ~O C~ .." )>- '" 11 ::J co CJ " - ---'Ii W ; _-r' ..-- m ' ,. m ~ -, c-~2J ~ , . 1...../ ~/, ,-0 .-:;.. j; - U1 . . = . i SP-016_ (New) ~~ IOwa oepartment of Transportation ~ . ,.., ,-:) 0 c.=, L>.> SPECIAL PROVISIONS 50 --r. -~---; '" 11 ..)-'.-; o:J ~-< .- - ,- for " ) W I ::.:;0 ~, .) r-- I! I '=-"\11 ~ .~ I ' WATER MAIN ~::[i .~. ~..J '-:;;:-/..... u:> % )> (J1 Johnson County, Iowa STP-U-3715(620)--70-52 THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 016-,-.01 DESCRIPTION. This Special Provisions covers the work of water main cons1ruction, ! I -- c-:> = Q c;.-, ,.., SECI10N 02660 ::2:0 -,., [T1 1'1 )"-j co -' n''''. - \-- WATER DISfRIBUTION w -4(:-) rTi :<~~ ~ C1 ,,' ~ / PART 1- GENERAL r,;g <.D """'" .~ -- ~ 1.01 SUMMARY: );> <.1' A, Fmnish, install and test water dis1nbution system as indicated and specified. 1,02 REFERENCES: A. This specification references the following docwnents, In their latest edition, the referenced docwnents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification sball prevail. One copy of all references marl<:ed with a ..* sball be kept on the site, readily avai1able and accessible to the Engineer during normal working hours, Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. B, City oflowa City Water Division 1. Tap Installation, Metering Policies & Charges and General Information. C. American National Standards Institute and American Water Works Combined Standards: 1. ANSIfA WW A-CI 04/A21.4: Cem:nt-Mortar Lining for Ductile-Iron Pipe and Fittings for Water 2, ANSIfA WW A-CI05/A21.5: Polyethylene Encasement for Ductile-Iron Pipe Systems 3, ANSIfA WW A-CllO/A2 1.10: Ductile-Iron and Gray-Iron Fittings, 3-inch through 48-inch, for Water and Other Liquids 4, ANSIfA WW A-Cl 1 1IA2 I. 1 1: Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings 5, ANSIfA WW A-C150/A21.50: Thickness Design of Ductile-Iron Pipe 6, ANSIfA WW A-C151/A2I,51: Ductile-Iron Pipe, CentrifugallyCast, for Wateror Other Liquids 7, ANSIfA WW A-C I 53/A2 1.53: Ductile-Iron Compact Fittings, 3-inch tbrough24-inch, and 54- inch through 64-inch for Water Service 8, ANSIfA WW A C502: Dry-Barrel Fire Hydrants 9, ANSIfA WW A C504: Rubber-Seated Butterfly Valves 10. A WW A C509: Resilient.Seated Gate Valves for Water Supply Service, II. ANSIfA WW A C510 Double Check Valve Bacldlow-Prevention Assembly 12, ANSIfA WW A C511 Reduced-Pressure Principal Bacldlow-Prevention Assembly 13, ANSIfA WW A C550: Protective Epoxy Interior Coatings forValves and Hydrants 14, ANSIfA WW A C600*..: Installation of Ductile-Iron Water Mains and Their Appurtenances 02660-1 - -- 15. ANSIIA WW A C651***: Disinfecting Water Mains 16, ANSIIA WW A C900: Polyvinyl Chloride (pVC) Pressure Pipe, 4-inc.!Lthrough T2:inch for Water Distnbution 0 c.:; -"':;:n --T"j ""-;o.c. ,,,, II D. American Water Works Association: Y =~ CD _ 0" - r- L A WW A Manual M23***: pve Pipe-Design and Installation ::::i P W '('1'1 - - 0-~ ~; 1-: ~'---'-l ~ '--J 2, A WW A Manual MI7***: Installation, Field Testing, and Maintenance dfJ!i$lIY<lll\nts 4,;:>- ., -'- r E, American Society for Testing Materials: Y en L AS1M 02241 F, Manufacturers Standardization Society: L MSS-SP-58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS-SP-69 Pipe Hangers and Supports Selection and Application G, Uni-Bell pve Pipe Association: L UNI-B-3-88 Reconunended Prnctice for the Installation of Polyvinyl Chloride (pVC) Pressure Pipe (nomiual diameters 4-36 inch) complying with A WW A Standard C-900 or C-905, ],03 SUBMlITALS: 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 wOIk site at all times, B. Shop and Working Drnwings: L Pipe layout with valves, fittings and hydrants shown 2, Valves 3, Hydrants 4, Fittings 5. Bolts 6, Joints 7, Tapping sleeves, couplings, and special piping materials, 8, Polyethylene 9, 1llrust block designs and details Hj, Special bacIdiII 02660.2 C. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials, D, Manufacturer's Literature: I. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other accessories. 2, Brochures and technical data and coatings and linings and proposed method of application. E, 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 distnbution system. Submit 2 weeks prior to date of planned operation. 1.04 QUALITY ASSURANCE: '" ,-, = <=.0 ~ ~, , A- Engineer reserves the right to inspect and test by independent setvice at manufu<:turt:fsiiQ ore~ at Engineer's expense. -:) = Il c ' - ) - 1-- -',' W B, Contractor shall conduct visual inspection before installation. :-<: ~ .~ m I I I ...... "--1 ;'=::IJ :J: 1.__.-1 1.05 TIME' :J -" ' . <...- ^ ill -<: .. A, Time is of the essence for water main construction work. All work which requires si:i;"tdown o&tive water mains must be completed as quickly as possible to minimize inconveuience to the conswners and risk to the comnnmity, 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, I. For tapping setvice, provide 24 boms notice, 2, For notice to customers of disruption of water setvice, provide 48 homs notice, 3. For review, connnents, and approval of plans of operation, provide 3 days notice, 4, For locations of underground facilities, provide 48 homs notice. PART 2 - PRODUcrs . 2.01 DUCTILE-IRON PIPE: A- Thickness design shall conform to ANSI!AWW A C l50/AZ 1.50, B, Manufacture shall conform to ANSI! A WW A CI511 AZI.5I. C. Thickness for direct bwy piping, unless otherwise indicated or specified, shall be class 52, D, Thickness for pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53, E. Cement mortar lining shall conform to ANSI!A WW A CI04IAZIA. 2,02 DUCTILE-IRON PIPE JOINTS: A- Single rubber.gasket push-on joints or mechanical joints conforming to ANSI! A WW A CIIII AZI.II. Furnish with all necessary hardware and gaskets, 02660-3 I ,..., = - ('::::I B, Bell-and-spigot pipe joints conforming to ANSI A21.6 or ANSI A21.8, 0 ....., "'0 .." ....-:: '"';"1 11 c. For bolted/restrained mechanical joint, use Griffin Bolt-Lok restrained joint or app1oV~'~uaj:u ~ c:""" - ...-- -1--. w ! 0, For unbolted/restrained mechanical joint, use Griffin Snap-Lok restrained joint or a@~v6d equaL en ---n-' ~ \: _'~ ::f: ,--1 E. 00 not use drilled & tapped retainer glands. C) >, 0 ~ ., ...::.. ..- F, Plain end of push-on pipe factory machined to a we circle and chamfered to facilitaJlitting g~t 2.03 POLYVINYL CHLORIDE PIPE: A. Pipe shall conform to ANSI/ A WW A C900 and shall be thickness class OR 18 (Class 150), All pipe shall have the same outside dimensions as ductile-iron pipe, PVC pipe materials are only allowed in sizes 6 to 10 inch diameter. 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 oflowmolecuIarweightpetrolewn products or organic solvents or vapors, 2.04 FI1TINGS: A. All fittings shall conform to ANSI/A WWA CIlO/A21.10, with pressure rating of Class 250, B. Mechanical-joint fittings shall be ductile iron compact ANSI/ A WW A C153/ A21.53 or ductile standard ANSI/AWWA C1I01A21.10, Large fittings, 12-inch through 20-inch shall be ductile iron standard ANSI/AWWA CII01A21.10. Swivel tees shall be ductile iron standardANSI/AWWA CIIO.A21.10, Where ductile iron is not avaiIable(i,e" offsets), cast ironstandardANSlIA WW A CIIOIA2I.IO shall be provided C, All fittings shall be bitwninous coated inside and outside and shall be furnished complete with necessary , accessories including plain rubber gaskets, ductile iron glands, bolts and nuts, Verify the gasket seats are I not made irregular by improper application of the lining materials, I 2.05 VALVES & VALVE BOXES: A, Gate valves shall conform to ANSlI A WW A.C509, Use full line size gate valves with epoxy or polymer lining. Use Clow, Mueller, American Flow Control AFC-2500 or Kennedy valves with 200 psi working pressure and gaskets rated at 250 psi, The waterway nrost be a full sized waterway, Valves shall be capable of being repacked or replacing O-tings under pressure, B. Butterfly valves shall conform to ANSlI A WW A C504, Use Pratt, M&H or Mueller valves, C. Valves shall open left and be furnished with a 2" square operating nut Use stainless steel or other corrosion resistant bolts and nuts, . O. Valve Boxes shall be 2-piece slip type Tyler Series6855 Item 666A, range 52" to 82", Use lids marked . "water". ! E, Tapping valves shall be 175 psi mininuun working pressure, mechanical joint manufactured by Mueller or Clow, 02660-4 I u_ I 2,06 SLEEVE TYPE COUPUNGS: ,...., _ C~ o S A. Standard solid black sleeves shall be Tyler 5,1442 or approved equal. Bolted straig!if<ljJUPling-.hall be Smith-Blair 441 or Romac Style 501, 6 bol~ 6" long, or approved equal. P =j cr; -n r') -............ _ -== , ' 207 HYDRANTS: =' n W 'm :<.r- , . I - rn ~ (-! Specification standard: ANSI/ A WW A Standard C502 r=; :D - ..J :< /'-' \f! ~ ..- Accep1able manufacturers P <:n and model: Kennedy - K,81; Mueller - New Super Centurion 200; Iowa Hydrant- Eddy ofIowa; American Darling - Mark 73; or Clow -F - 2545, Type of shutoff: Compression Type of construction: Break flange or break bolt Main valve opening: 4V, inches Nozzle arrangement and size: 3 nozzle, two 2Y...inch hose nozzles and one 4Y...inch pumper nozzle Nozzle thread: National Standard Hose 1breads Type of inlet connection: Mechanical 10int Size of inlet connection: 6-inch Depth of bury: Distance from ground line to top of connecting pipe shall be 5V, feet Direction of opening: Open to right ( clockwise) Packing: Conventional or O-Ring Size and shape of operating nut: I V, inch, standard pen1agon Working pressure: 150 psi Color: Safety Red 208 SPECIAL FI1TlNGS: A. Special pipe fittings nmst 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, Swivel fitting shall be Tyler 5-198 or approved equal. E, Cast iron or ductile iron 1apping sleeves shall be Mueller or Clow, F. Stainless steel1apping sleeves shall be epoxy coated with ductile-iron flange and shaU be compatIble with Mueller or Clow 1apping valves, Sleeves shall be Ford FAST, Smith-Blair 662 and 663 or Romac.SST. 02660.5 - - ,.., 0 = = <..U ;::;:0 -., 2.09 GASKETS, BOLTS, AND NUTS: )>-, rl -11 -:J co 0-' - A, Mechanical joints made with: =iC) w i _-<: r.- :0- m I"T: I' \. Bolts: 3/4 inch Corten steel. ;:::::;:-r :x: '~J :.:~/' ill ;>- 2, Bolt studs with nut on each end. }> ~ Ul B. All thread rod used to restrain fittings shall be stainless steel and 3/4" diameter, 2,10 LOCATION WIRE: A. Location wire sball be # 12 solid copper, THHN insulation in yellow or onmge color. 2.11 LUMBER: A, Lwnber for bracing or supports sball be treated hardwood Do not use creo~ted lumber in contact with piping materia1s, 2,12 WATER: A, Reasonable llDlOuots of water will be provided for use in the fina1 operations of water main flushing, disinfection and testing, Prior notice nrust 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 volwne used, If there is waste or carelessness, Contractor will be charged for water, PART 3 - EXECUTION 3,01 REFERENCES AND DOCUMENTS: A, Contractor nrust bave all required docmnenls on the site before commencing with the work. B. Valves, fittings, hydrants and ductile-iron pipe shall be installed in accordance withANSJ/ A WW A C600 except as noted herein. e, pve pipe nrust be furnished and installed in accordance with A WW A M23 and Uni-Bell pye Pipe Association UNI-B-3-88 except as noted herein. D. Contractor nrust 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: \. 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 Engineer may mark materials which are found on the job site and which are determined to be defective or not approved, The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site, i 02660-6 I B. While unloading PVC piping materials: r-..; = \. Do not allow the pipe units to strike anything. 9 c.:::) '"-' .2:0 .." 2, Do not handle pipe units with individual chains or single cables, even if p3Oded:i r>'1 11 ~. -< CJ 3. Do not attacb cables to pipe unit frames or banding for lifting, ~-" r-, - 1-- w ---4 "- j III ?,- C, Within the "Storage" language of A WW A M23, change "should" to "shall." ':---"rn ~ (--, ;:='~..J :2:' ;,_.J 0- o.D D, Within the "Hand1ing" language of A WW A M23, change "sbould" to "shall." <;:/" .. ):; r Ul 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 l-800-0NE-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 mininmm depth of cover of 5 Y, 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 ahove a sewer or I g inches below a sewer under any circwnstances, Additioually, 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 ORISt be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of 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 feetbetweenfeatures that extend to the surface (such as hydrants or valve boxes) shall be lI13Iked with a wire for the entire length to make electronic location possible. \. The wire shall be installed continuously as the pipe is backfilled The wire sball be fixed to the side of the pipe at a position of2 o'clock or 10 o'clock and attached with duct tape every 5 feet 2, The insulatiou shall be protected to prevent accidental grounding, Make few splices and, where necessary, wrap the bare wire with electrical tape. 3, Bring the wire to the ground surface at each fire hydrant and loop wire in tracer wire junction hox attached to the fire hydrant If there is no frre hydrant within 500 fee~ bring the wire to the surface in a valve box and mark the drawings appropriately, 3.04 PIPE BEDDING AND BACKFILUNG: A. Ductile-iron pipe bedding shall conform to the project plan details for Class B bedding or as otherwise specified or directed by the Engineer. 02660-7 . 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 stomping on the soil along the sides of the pipe to the top of the pipe, C. Trench width within the pipe envelope shall conform to the plans or as directed bv1he Engin@. 'U ~j :;:;0 .,.., D, Set valves and hydrants on precast concrete bases, y ::.., f'T1 ...,-, ../ co I, o ~ - 3.05 PIPE RESTRAINT: ~ 0 w r:- .-<c: "" i' 1 A TL_--tD ' t '" -.. \-' . UllU:> ~estram: 0 :n ..f.. ._J <:/'- 'R L For pipe sma1ler than 10" diameter, concrete block shall be used, placing~ concrej!'-block next to the fItting and undisturbed soil, For 10" and larger diameter pipe, blocking shallbe by cast-in-place concrete, Cover fIttings and joints with 10 mil. polyethylene before placing concrete, Brace fittings with treated lumber to prevent shifting before placing concrete, 2. Do not potu excess concrete on top of pipe and fittings, B, Socket Pipe Clamps, Tie Rods, and Bridles: L 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 sma1ler size with nut on each side of flange, C, Dead Ends 1. Pipe ends or fIttings left for future cormections shaIl be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future cormections shall be blocked against thrust. 3.06 JOINTS AND COUPUNGS: A. Push-on Joints: I. 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-onjoints when boring, Griffm Snap-Lok shall be used in casing with locking tubbers, B. Mechanical Joints: I, The range of torque for tightening bolts which is indicated in mSY A WW A C600 may be . somewhat affected by the tempernture, 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 10 inches, 3, On PVCpipe connections to MJ joints, cut the bevel off the end of the PVCpipe to get full pipe diameter in the joint 02660-8 "" = 4, Do not deflect pipe at joint 9 = <.0 <:0 -" - -- f"l T! C. Sleeve-Type Coupling: ";'-"-j co 0'< - ...- 1. Clean pipe ends for distance of 12 inches, :(-) w I c<~. iT1 -m J;>> '-1 2, Use soapy water as gasket lubricant. r)::1J 3: \.,j 3, Carefully mark and place the sleeve coupling in the center of the joint. ~^ ill ~ .. <J1 3,07 TAPPED CONNECTIONS UNDER PRESSURE: A, Use Mueller or Clow cast iron or ductile iron tapping sleeve on cast iron pipe. B. Follow manufacturer's installation instructions, C. Tapping mains for new connections 4-inch in diameter and larger may be done by the Water Division or by a subcontractor at Contractor's cost. Ifby Contractor or a subcontractor, the City nmst approve the personnel, materials, and method in advance of the work. Water Division staff nmst be on site at the tiIni of the tap, D, A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division, The tapping application nmst be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.08 POLYETHYLENE ENCASEMENT: A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSI/ A WW A C205/ A21.5 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas vmere 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, A set, back of 4 feet from the curb line is reconunended. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished groUnd. The break-offflange 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 finn, undisturbed soil. The barrel of the hydrant shall be fmuly braced against the back of the trench wall with treated Iwnberto resist tlnust at the pipe connection. F, The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or I inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb, Drainage stone and soil hackflll around the barrel shall be fmuly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break-offflange, 02660.9 - 3.10 WATER MAIN OPERATIONS: A. All worlc which involves operating the active public water distnbution system will require the notice, = consent, approval and assistance of the Water Division, B. An accurate and legible copy of the "as-built" drawings nmst be on file in the Water Division office prior to using the water supply, C. Contractor shall submit a pian 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 distnbution system or conduct the filling, flushing and testing operations, The purpose of both plans is to minimize the impact of seJVi't"j'terrup@Ps and . pressure and flow variations on the water distnbution system and existing custome~ () ~ . , )>-l m i 3.11 DISINFECTlONFORPOTABLEWATERSYSTEMS: 0-< ~ _I I i -----ell) L) r- . A. General . .-< f- m r:i/ > \ - - -) -.. 1"" I, Upon completion of a newly installed water main or when repairs to an e~.wat.~t~..J " are made, the main shall be disinfected according to instructions listed in AfisI/ A wvLJ.. C651 - and the following specifications, UJ' - B, Special Disinfection Requirements I. Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2. Water main 16-inch and larger in diameter must be swabbed with a soft pig prior to flushing if - flow in the system is not adequate to main1ain scouring velocity (2 fi>s) during flushing. i - 3. The minimwn uniform concentration of available chlorine used for disinfection shall be 50 - - mgIL, Use either the granulated/tablet or continuous feed method with modificatious as descnbed in 3,11 Cor D below, 4, The chlorinated water shall be retained in the main at least 24 hows, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appwtenances, At the end of this 24 hour period, the treated water shall con1ain no less than 25 mgIL chlorine throughout the length of main. 5, 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 mgIL 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 Y. of the main diameter. For 6-inch through l2-inch water mains, a single 2Y,-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 (ie, fish kills). 6. Collect a bacterial sample from the end of the line and deliver the sample to the University Hygieuic Laboratory at Oakdale for analysis, Allow approximately 5 days for the results, If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. 02660.10 ,..., c O f~ I ~ . C. Tablet Method of Chlorine Application :E 0 ..,., ):> :=i m -:i , co I I I. Use ANSI/A WW A C651, however slowly fill themain (less than I cubic fOOt~second) witli- system water, pushing out as nmch air as possible, Do not wash out the tabl~:2 w :-1l ____I . 1 rn :F::: .-'! D. Continuous Feed Method of Chlorine Application " 22 - i...J ;:;. /'. I..!? I, Prior to applying chlorine, do a preliminary flush at a minimum velocity of is feet pe~cond in the main tIuough an opening not less than not less than V. of the main diameter, For 6-inch through 12-inch water mains, a single 2V"inch frre hydrant opening is adequate, 2, Add the water and chlorine solution with the required concentration to fill the main completely, 3,12 TESTING: A. Filling the water main; I, Fill the newly constructed water main system slowly using treated public water WIder low pressure and low flow, The objective is to displace air with water while avoiding damage to new construction, customer selVices, and adjoining property due to the release of air and water. Water Division staffnmst be on site to assist with operation of the system valves and hydrants dming 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 sma11est 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, . I 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, Then, each water service connection shall be tested at a sill cock and observed by the Contractor to verify adequate pressure and flow, B. Pressure and Leakage Tests; I, Cooduct combined pressure and leakage test in accordance with ANSI/A WW A C600, 2, Pressure test off the hydrants or fiunish and install temporary testing plugs or caps, Furnish pressure pumps, pipe connections, meters. gauges, equipIreIlt, 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, 02660.11 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 0 ~ . - ~ >-:0 'T1 5, Pressure and leakage test consists of first raising water pressure at the lowest point o~ction-n being tested to 150 psi internal pressure, 0 -<. _ -= -l0 <.v r 6, Failure to achieve and maintain the specified pressure for one hour with no addjti~nal JlUIIlPinrr: means the water main has failed to pass lIie test. . 0 ::D ::c: U <:/... t..D ...,..::: .. 7, If the water main fails the pressure and leakage test, locate, uncover, anlkepair or~lace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test. C. Valve Operations; L All valves shall be located and tested to verifY operation. Remove the valve box lid, insertthe valve key and open and close each valve, Count the turns and record the results, D, Hydrant Operations; I, 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 marlced 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 band over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 4, Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: I, 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, Water Division staff personnel must be on the site to operate the system valves and hydrants during this test. 3, A hydrant flow test shall be conducted on the hydrant at the extreme locations for distance or highest elevation to detennine the fire flow capability of the system Static and flowing pressures and flow rates shall be recorded, and a copy fotwarded to the Water Division. PART 4 -MEASUREMENT AND PAYMENT 4,01 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 Wlless noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 02660-12 4,02 SCOPE OF PAYMENT: A. The Contractor shall accept the co~tion as herein provided as full payment for finnishing materials, labor, tools and equipment and for perfonning 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 he bid as a Iwnp swn or as itemized work, which will be paid ou a unit cost basis, In either case, some work may be required for which a separate pay item is not pro~, ConlIDetion of this work is required. If a separate pay item is not provided for this work, it is to be .. i!"1"'ed'm:,idental to the project and no separate payment will be made, . );: ~ [T1 -Tl -, co -<: -.- 4.03 ,:') -.-- BID ITEMS: . ':.., () w ~ -<I'- i I .... m ::P'" \1 A GENERAL .' '-,- , . -Tf -- __..-I 9.~ '!? Each unit or Iwnp swn price stated shall constitute full payment as herein specified f~ch itemmwork . completed in accordance with the drawings and specifications, including clean up, Ul It is the Contractor's responsibility to identifY the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused the Contractor or hisIher Subcontractors, Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as a separate bid item. Existing items damaged or unsuitable for relocation or reinstallation will he replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer, The prices for those items which may have any impact on existing trees and sbnlbs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate bid item), disposaI of swplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements, All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, fonning, drying, watering and compaction of fill material, and all sUch work as may be required to make the grading work complete with a uniform surface free of rock, broken coucrete, tree roots, Iirnbs and other debris is incidental to this project unless it is listed as a bid item I , The Contractor nrost pay for all parking pennit fees, meter hoods, lot and ramp fees, and parking tickets, The Contractor nrost figure these costs into their bid prices, The City will not waive parking fees or fmes, Pennits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles, ! l 02660.13 The Contractor shall be responsible for continuous cleaning of nrud and debris off adjacent driveways, streets, sidewalks and private property, when nrud and debris is deposited there as a result of any construction activity, The cosi of clean up sball be incidental. . ,-, = - = o """ B, BID ITEM DESCRlPTIONS :? 0 -Tl .;::: --; rr\ -n ,Y' -", a:> I , . -< n - - ,- I. Water Main, ~-I CJ W \-,., "'_ 1\ The unit prices for construction of water mains will be paid based on the n~\;if lin:feet b insta11ed Length will be measured for each size and type along the pipe centhrliiie wi!1l no ~~~~, ~ ~ cJ1 The following items shall be considered incidental unless they are listed as separate bid items, a. Furnishing and installing pipe, joint materials and fittings. b, All water main adapters and sleeves required for installation and connections to existing water mains. c. Furnishing and installing tapping sleeves, colJlOration cocks, tapping services, ClUb shut-off valves and boxes, couplings for connections to existing water services, and removal of abandoned service valve boxes. d, All trench, mole, exploratory, and hand excavation, e, Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope, f, Supply, placement and compaction of standard backfill and granular backfill material. g, Dewatering trenches including furnishing pumps, piping, well points, etc., as required, h. Temporary plugs or connections, to provide full pressure water service as necessary. i, Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather, j, Testing and disinfection of water mains and water services as required. Ie. Dechlorination of flushed water entering storm sewer system I. Temporary support of existing utility mains arid service lines, m Repair or replacement of utility services damaged by Contractor. n, Protection of existing valves so they are fully operational and accessible during construction. o. Connections and/or taps for water mains and water services 4 inches in diameter and larger to existing water mains and water services. 02660.14 2, Fire Hydrant With Auxiliary Valve, Butterfly. The unit prices for these item< will be paid based on the nwnber of each size and type installed and includes excavation, furnishing and installing specified valves, hydrants, fittings, swivel adaptors, rock drains, thrust blocks, valve box and lid and backfm, Separate prices are used for hydrants with or without auxiliary valve, The cost for auxiliary valve shall be included in the price for the hydnmt 3, ' Trench Stabilizing Material. The unit price for this item will be paid based on the nwnber of cubic yards of rock used in place of unsuitable foundation materials only when directed and authorized by the Engineer. Trench stabilizing material not approved by the Engineer will not be paid for, Included with this item is additional trench excavation, disposal of excavated materials and dewatering. TIlls item does not replace and/or include specified pipe bedding material. ", 0 = = S ...., :<-.0 .." P-=:i '" 0-< crJ 'T1 - =:i ,-. w r-- .'--.' I -< -- '-'-J - " ! I m == c) 2:7. ::!: lJ s/, CD P .c- 0'0 02660-15 SP,Ol6 (New) ~ Iowa Department of Transportation SPECIAL PROVISIONS for '" = 0 = u.> TRENCH EXCAVATION AND BACKFILL :2:0 .." P'::::J fTi 11 FOR SANITARY SEWER AND WATER MAIN = () , - I =iG w .-<1- ;po m m C' Johnson County, Iowa n::D :Y: .J '--' -- . .- '" ..n ~ - STP-U-3 71 5(620)--70-52 5> ~ - 0'\ THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL - OVER mOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. - 016_001 DESCRIPTION. This Special Provisions covers the work of trench excavation and backfill for sanitary sewer and water main construction and services, ii - . - I I 0 0 - ~u t'o--.:) c;;:;) 0 ,~ ~0 :~O " SECTION 02220 )-=::o --j 01 Il CO n .. '. - r- EARm EXCA v AllON, BACKFILL, F1LL AND GRADING =iC) w -<' ~ ITl , -, ~ \'Tl ::E: .I-~ 97~ '-,,/ PART 1 - GENERAL ..n .= "- )> - 0'\ 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 QUALITY ASSURANCE: A. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optinmm moisture as determined hy ASTM D698-91, unless noted otherwise, B. Borrow sites and materials shall he approved by the Engineer prior to use, PART 2 ' PRODUCTS 2,01 MATERIALS: A. Granular hackfill material shall consist of Class A Crushed Stone,lDOT Standard Specification Section 4120.04 and Section 4109, Gradation No, II. . . PART 3 - EXECUTION - 3.01 TECHNIQUES: A, Except as amended in this document, the work in this section will conform to the following divisions and sections of the mOT 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 mininnJm of9 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 pennitted. 02220-1 ---- ---- ---- - \ 3,03 DRAINAGE AND DEWATERING: A. Provi4e and maintain ample means and devices (including spare units kept ready for irmnediate 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, flwnes, or channels for water ~~~~m=the~~ ~ (=::.:I - t~ C. Take all precautions necessary to prevent damage to the work by rain or by wa~ef1\'rintt,l\e site, whether water entry be overland or by groundwater. J> =, Cri -n ._.(~ .- o - 1--- 3,04 TRENCH EXCAVATION: :=; l) W :_ ..,- :\1 ..:--....h-\ ~ :........-, A, General ?~, ~.O :J.: ~.J ~ /... \.D 1, Excavate trench by machinery to, or just below, designated subgrade when ~ is to bQj,ud in granular bedding or concrete cradle, provided that material remaining at bottom oftrenclf-iSonly 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 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 I, Barricade and fence open excavations or depressions resulting from work dming non-working hours and when not working in innnediate area, C. Trench Width L 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. D, Trench Excavation in Fill I, Place fIll material to fInal grade or to a minimum height of6 feet above top of pipe when pipe is to be laid in embankment or other recently fIlled areas. Take particular care to ensure maxinnnn consolidation of material under pipe location. Excavate pipe trench as though in undisturbed material. 02220.2 ~- E, Excavation Near Existing Structures ....' _ c= I. Discontinue digging by machinery when, excavation approaches pipes~~its, ~ other underground structures, Continue excavallon by use of hand tools. j::: ==\ :;; -n / - 2, Excavate exploratory pits when location of pipe or other underground strucg~;~ece$Siry fO~ . doing work properly. "'< :___ :;>> 1!-, l': -'!!'" r, -....0 - ,-j F. Disposal of Unsuitable Soil S2 7'.. 'P. I, The Contractor shall notifY the Engineer and Iowa Department of Natural R~urces~) 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 Federa~ State and local government agency forms and applications, G, Care of Vegetation and Property I, 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 sball be avoided, When required, they shall be performed smoothly and neatly without splitting or crushing. Trim injured portions by use ofa chainsawor loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or tom edges on any roots I" 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 equipm:nt are to be stored, piled, or parked within the trees' drip line. 4, Excavators and loaders used on brick surfaces shall be limited to those willi rubberized tracks or I rubber tires, , 5, Do not use or operate tractors, bulldozers, or other equipment on paved slnfaces 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. 8. Utility lines, including drainage tiles, encountered shall be restored in one of 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, , 02220-3 ---- b, Connect drainage tiles to nearest storm sewer. ,-, = 0 = ,~ The Contractor shall docwnent the location and elevation of any utility lin;,fe&;)unterea, The Contractor shall notify the Engineer whenever a utility is encountered and sliiiljjjlthe ~sed I I method of restoring the utility for review and approvaL n...:: Z; r- --ic', ~l _:-< r- : I All utility repairs shall be made prior to backfilling the trench. . 12'; ~ "-1 r~ _lJ --- 1,_./ . ~~ ~D H, Water Semces <:: .. ~ ~ .Y - en 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. distwbed 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 conunencement 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 I}pe k soft copper, 3.05 ROCKEXCAVATION: A. Rock excavation will be considered Class 12 Excavation as defined in \DOT 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 ill backfill or place backfill upon frozen materiaL Remove previously frozen material or treat as required before new backfill is placed, Remove and dispose of excess excavatioa B. Backfi1ling 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, sidewalks and driveways, backfill shall consist of suitable job excavated materials placed in 9-in. lifts compacted to 90% Standard Proctor Density, b, All other areas: Backfill shall consist of suitable job excavated material placed in 9,in. lifts compacted to 90% Standard Proctor Density, 02220-4 c, Do not place stone or rock fragment larger than 2 inches within 2 feet of Wp." nor larger than 12 inches in backfill. Do not drop large masses ofb~1l mateii~l into ~oca <- ~ I <:0 .." )>:::::i r1 - d, Moisture conditioning may be required to achieve proper compa<:.li<?n;<.Backfid soils.1J should be at -I to +3 percent optinnnn moisture as detennined hY.~!aJ!.dar<ilroctor- Test (ASlMD-698) for cohesive soils and;,3 percent optinnnn'm61Sture for wel1=TJ . ' 1'1 .;;;JIO> . graded granular soils, ~, .0 ::r:: c-~ "_-' /' ...1 C. I > ' ~ Backfilling Around Structures :i> .r. en I. 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 A void unequal soil pressure by depositing material evenly around structure, , 2, Backfill shall corisist of Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density unless otherwise indicated or specified 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, ~th Class A crushed stone compacted to 95% Standard Proctor Density. PART 4 - MEASUREMENT AND PAYMENT 4,01 SCOPE OF MEASUREMENT AND PAYMENT: A, The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for perfonning worle 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 worle and up to the time of acceptance, B. A separate pay item for trench excavation and backfill is not provided for this work, it is to be considered incidental to other bid items and no separate payment will be made, . I I == - I 02220-5 I -- - SP-016_ (New) ~ Iowa Department Of Transportation SPECIAL PROVISIONS for '" c= 0 = <~> SANITARY SEWERS :2.:0 .." )> .~-~ IT: II 0:> 0-'- - - -10 w ,- Johnson County, Iowa ../ ~- !Tl ~ ~, I rn """ 0 -..." :::!:: r..... _1.~ STP-U-37 I 5(620).-70-52 eJ-- <;:/^- v:> ~. )> - en THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDmONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL , OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. I - 016_ .01 DESCRIPTION. This Special Provisions covers the work of sanitary sewer construction and replaces IDOT Standard Specification Section 2504. ,.~ is = C::::J '.~ ~:C) .." SECTION 02700 ....-> j 'T1 Il tD (j-' - SANITARY SEWERS -~C> w i ('~l _-<i "" ' I nl 1'1 022 ,J PART 1 - GENERAL </""-.. o..D )';: c- 1.01 SUMMARY: G'I A, Construction of piping and structures for the collection and transmission of wastewater, 1,02 REFERENCES: A. Reinforced Concrete Pipe I. ASlM C76,latest edition, Standard Specification for Reinforced Concrete OlIveri, StormDIain and Sewer Pipe. 2, AS1M C443, latest edition, Standard Specification for Joints for Circular Concrete Ollvert and Sewer Pipe, Using Rubber Gaskets. 3, AS1M C506, latest edition, Specification for Reinforced Concrete Arch Ollvert, Storm Drllin and Sewer Pipe, B, Vitrified Clay Pipe I. ASlM C700, latest edition, Standard Specification for Vitrified-CIay Pipe, Extra Strength, Standard Strength, and Perforated. 2. ASlM C425, latest edition, Standard Specification for Compression Joints for Vitrified-Clay Pipe and Fittings, C, Ductile Iron Pipe I. ANSI-AWWA-C151/A21.5I, latest edition, Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or 01her Liquids, 2, ANSI-A WW A-CI 50/A2 1.50, latest edition, Thickness Design of Ductile-Iron Pipe, 3, ANSI.AWWA-C153/A21.53, latest edition, Ductile-Iron Compact Fittings, 3-inch. through 16-inch, for Water and Other Liquids, 4, ANSI-AWW A-CI I I 1A2 \.1 I, latest edition, Rubber-Gasket Joints for Ductile-Iron Pipe and Gray-Iron Pressure Pipe and Fittings, 5, ANSI-AWWA-CI04/A21.4, latest edition, Cement-Mortar Lining for Ductile-Iron Pipe and I Fittings for Water, ! I I D, Centrifugally Cast Fiberglass Reinforced Polymer Mortar Pipe (CCFRPM) I. ASlM D3262 - Standard Specification for "Fiberglass" (Glass-Fiber.Reinforced Thermosetting-Resin) Sewer Pipe, 02700-1 2, AS1M D4161 - Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced Thermosetting,Resin) Pipe Joints Using Flexible Elastomeric Seals, 3. AS1M D2412 - Standard Test Method for DetenninationofExtemalLoading ClIaracteristics of Plastic Pipe by Parallel.Plate Loading, E. Polyvinyl Chloride Pipe (pVC) ___ ~ o = ___ w..> 1. AS1M F949, Standard Specifications for PVC Corrugated Sewer Pipe with~Siiioothpiterior and Fittings, - --j m 11 n ~'" - -== 2, AS1M D2321, Underground Installation of Thermoplastic Pipe for Sewersj!fOther ~vi~1l Flow Applications, ITl 2:. r-' o ::D -'- I.....J -s:/'. u:> 3, AS1MD1784, Rigid PVCCompounds andCPVC Compounds. -_ .. p ::- CJ'\ F. Manholes 1, AS1M C4 78, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections, ],03 QUALITY ASSURANCE: A. All products will meet or exceed the mininnun 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 sball be manufactured by such means to minimize cage twist Pipe displaying cage twist in excess of 30 degrees, as demonstrated by lhe form searn, 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 lhe Engineer and promptly removed from the site by lhe Contractor and replaced with new, F, All pipe must pass the leakage tests specified in Part 3 of this section. G, For CCFRPM pipe, test for compliance with these specifications in-plant, at time of manufacturer, including the following; I, Pipe: Manufacture and test in accordance with AS1M D3262. 2. Joints: Manufacture and test in accordance wilh ASTM D4161, 3, Minimum Pipe Stiffuess; Minimum 36 psi when tested in accordance with'AS1M D2412, ],04 SUBMIITALS: A. Concrete Pipe; Submit current Iowa Department ofT~ortation certification. B. Vitrified-Clay Pipe; Submit shop drawings of gasket installation and joint assembly, 02700-2 --- C. Shoring; Submit plans for all shoring, excluding trench boxes, certified by a professional CI\gineer ...- registered in the State ofIowa. 11ris submittal wiI\ not be reviewed for structural a~cy by~e City, :2:0 -,., PART2-PRODUcrs )> =::: ~ 11 n " - -- 201 MATERIALS: '-~ w r- --!..... ) ---<~ m A. Reinforced Concrete Pipe rr' ~. ~-! 0::0 :!f,: '...J I. Joints </"'.. o.D -<-- " b r- a. Circular pipe: AIIjoints wiI\ be confined O-ring gasket meeting AS'fM C443dd1 pipe 36-inch diameter and smallerwil\ have bell and spigot joints, Pipe larger than 36-inch diameter may have tongue and groove joints. b. Non-CiIcu1ar pipe: All joints wiI\ be sealed with mastic butyl rubber,based sealant meeting the requirements of AASHTO MI98-75, Type "B", 2, Wall Thickness: Minimwn wall thickness wiI\ be B-wall as defined inASTM 06, 3, Pipe Strength: Pipe strength shall be as specified on the plans. If not specified, the mininnnn pipe strength shall be Class ill as defined in ASTM 06. 4, Pipe Markings; All pipe shall be mad:ed with the date of manufacture and AS1M class, If quadnmt reinforcement is used, the top sha11 be mad:ed on the outside of the pipe, 5. Lift holes are not allowed. 6, Minimwn Bedding - Type B with compacted granular material to the springline of the pipe, B. Vitrified Clay Pipe I. Joints: Shop drawing of gasket installation and joint assembly, subject to approval of the Engineer, 2. All pipe sha11 be "extra strength" as defined by ASTM 000, 3. Minimwn Bedding - Type B wi1h compacted granular material to the springline of the pipe, C. Ductile Iron Pipe I. 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; I a. Inside of pipe and fittings: Double thickness cement lining and bituminous seal coat ; confonnmgto~SIA2I,4, I b, Outside of pipe and fittings: Standard bituminous coating confonning to appropriate ~SI, 4, Minimum Bedding - A WW A CI50 Type 5 with compacted granular material to the springline of the pipe, 02700-3 I ~o 0 = = ~ ,~ ::::0 -,., )>-1 m 11 = D. Centrifugally Cast Fiberglass Reinforced Polymer Mortar Pipe (CCFRPM) ~. ,..---." >- - '- J -~~, W ; . --:-1.....' r-' 1. Joints; FWC coupling. Elastomeric gasket of EPDM lUbber co~'confofIDing to.!..! performance requirements of AS1M D4161. O::IJ ::;: I,...J .c/'o. \D .=-- .. 2, Dimensions; 5> ..,.. G\ a, Diameter and Wall Thickness (SN 46); Nominal Outside Minimum Diameter Diameter Wall Thickness (in.) lin.\ lin.) 18 19.5 0.39 30 32.0 0.61 b, Length; Nominal20-ft sections, c, End Squareness; Pipe ends sball be square to pipe axis with rnaxinmm tolerance of 1/8 inch. 3, Manufacture; a. Polyester resin system for domestic sewage and general chemical applications resistant to hydrogen sulfide attack and proven history of perfo~ce in this type of application, b, Glass Reinforcing Material of highest Quality Commercial Grade E - glass filaments with binder and sizing compatible with impregnating resins, c, Silica Sand: Minimum 98% silica aDd Maximum Moisture Content; 0.2%, d, Additives; Resin additives, when used, shall not detrimentally affect performance of product and include curing agents, pigments, dyes, fillers and thixotropic agents. e, Design Criteria: 1) Designed in accordance with AS1M D3262, 2) Minimum thickness Class SN 46 for all pipe. 3) Depth of Cover (at Manholes); As shown on Drawings, 4) H-20 live load. S) Factor of Safety Against Buckling: 2.0, 6) Minimum Lifetime: SO yrs, 7) Design pipe to withstand all forces imposed by trench loading. 8) Provide pipe stiflhess greater than 36 psi when depth of cover, live load and/or depth of groundwater conditions require. 9) Mannfacture pipe by centrifugal casting process to produce dense, nonporous, corrosion-resistant, consistent composite structure. 10) Approved Manufacturer; HOBAS Pipe USA or approved equal. 4, Minimum Bedding: Crushed stone encasement to top of pipe as shown on Plans, 02700-4 E, PVC Truss Pipe - For Sanitary Sewers 1. All PVC truss pipe sball be made ofPVe compound baving a mininnnn cell classification of 11432 as defined inASTMD4396. 2. Joints: Gaskets sball comply with all requirements in ASTM F477 and F913, Joint sba!.l)llCCt the requirements of ASTM 03212, 0 = = ~O ~ ." 3, Pipe sball bave a mininnnn pipe stiffness of 200 psi at 5% deflection. .J.> _~ "., 11 / o:J ,,-, " , - I 4, Mininnun Bedding, Crushed stone encasement to top of pipe, -j(j W '=----:::1 ill > rr~ -:-- F. Vylon Pipe :=) 'jj :i:: (-] "'" __ -..J </....... l..? 1. Joints: Integral bell and spigot with elastomeric seal joints per ASTM D32100asket ~riaI per ASTM F471. 0" 2, Wall Thickness: For 30-incb pipe, 2950-incb inside diameter, 3 I Al5-inch nominal outside diameter, 31.30S-incb mininnnn outside diameter, 34.38 bell outside diameter, 3. Manufacture: Closed profile IllIge diameter sewer pipe meeting ASTM F794, mininnnn PVC cell classification 12364A per ASTM DI784. 4, Minimwn Bedding: Per pipe manufacturer's reconnnendations meeting ASTM 02321. 5, Minimwn Trencb Width: Pipe outside diameter xl.2S plus 12 inch. In unstable, unsupported soils, mininnnn trench width shall be 3 times outside pipe diameter, G, Polyvinyl Chloride Pipe (A-200<> pve by Contech) I. Joints: Integral bell and spigot with elastomeric seal joints per ASTM D3212, Gasket material per ASTM F477, 2, Wall Thickness: Average outside diameter, Nominal Inside Outside Size Diameter Diameter (in.l lin.) (in.) 12 11.70 12,80 18 17,55 19,15 30 . 29A7 32.15. 3, Manufacturer: Double wall PVC with smooth interior and corrugated profile exterior meeting ASTM F949, minimum 12454Bper ASTM 01784, 4, Minimum Bedding: Per pipe manufacturer's reconunendations meeting ASTM 02321, H, Poly Vinyl Chloride (pVC) Pipe - For Sanitary Sewer Service Lines I. All PVC pipe shall be manufactured in accordance with ASTM D3034, 2, Joints: ASTM 03212 gasketed. 02700-5 3. All 4" and 6" services shall be SDR 23.5. "" 0 = = ~ 4. Mininrum Bedding - Crushed stone encasement to 6" above pipe, ~~() "r1 P' m 11 I :? co L Manholes 0 . - - - -10 w i ,- '''1 \. Joints: All joints will be confined O-ring gasket meeting ASTM C443, "'" ~ i I m '--' -.J.J ~ , . 0-- ....../ 2. No lift holes through the entire wall. ...~/' '-D ::::.- .9 - 3, Marie date of manufacture, 0' 4, Inverts: Precast and cast-in-place inverts must provide a channel at least one.haIfthe 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 themaxinnnnextentpoSsible 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-1670, 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. J, Bedding: \. Granular bedding material shall consist of porous backfill material, IDOT Standard Specification Section 4131 and Section 4109, Gradation No, 29, PART3-EXECUTION 3.01 INSTALLATION OF PIPE: A, Inspect before insta11ation. Remove and replace defective sections, Follow pipe manufacturer's instructions, B. Alignment and Grade \. 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, C, Bedding \. Support on compacted granular hedding material using the type of bedding specified on the plans. If no bedding is specified, use the rnininwm bedding specified in Part 2 of these specifications, 02700-6 .- -- 2, Place bedding material to ensure that there are no voids under or alongside the length of the pipe, Slice with sbovel to remove voids. Compact with pneumatic equipment. 3, Hand shape bell boles so that only pipe barrel receives bearing pressure. D. Connections I. A-locks sball be used for all sanitary sewer connections to manholes.unless approved by the Engineer. E, Jointing ...." I. Clean and lubricate all joints prior to assembly, <= 0 = ~., ~n .." 2, Join per manufacturer's reconnnendations. )>'~'I ,., II O'J r-< - '. ) ,- F, Backfill as specified in Special Provisions for Trencb Excavation and Backfill :::Jr) w ...:'r-- fTI , ~m "" r G. Clean pipeline upon completion. r-~:JJ ::-z ---' .....--7' ...n -> 3.02 . TESTING OF PIPE: )> - . 0'\ A. Lamp all pipe to visually inspect for defects and debris, B. Leakage Tests: Perform leakage tests on all sanitary sewers as follows; I. Perform after completion of backfill 2, Perform after groundwater bas returned to nonnallevel. 3, Furnisb test plugs, water pwnps, 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 one foot above top of pipe at upper end, conduct infiltration or low-pressure air tests, If maximmn pressure exerted by groundwater is greater than 4 psig, conduct infiltration test. b, If groundwater is less than one foot above top of pipe at upper end, conduct exfiltration or low-pressure air tests, c, lfpipe is larger than 27-incb, air test is not allowed, 4, Exfiltration or infiltration test performed on sections of approved length (maximmn Y,..mi1e 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 (I) Designed for lesting sewers using low-pressure air, (2) Provide air regulator or safety valve so air pressure does nol exceed 8 psig. (3) All air through single control panel. 02700.7 b. Procedure (I) Perform from manhole-ta-manhole after bac1dill. (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 intemal airpressure 4 psig greater than maxinnun pressure exerted by groundwater above pipe invert. (4) Limit internal pressure in sealed line below 8 psig. (5) Allow two minutes minimwn for air pressure to stabilize. Disconnect low. pressure air hose from control panel. (6) Acceptable Test Result; (a) Mininn!m time for pressure to drop from 3.5 to 2.5 psig greater than maxinnun pressure exerted by ground water above pipe invert Pipe diameter Time in in inches Minutes 4 2,0 6 3,0 8 4.0 "-> 0 = = 10 5.0 -- '-> 12 5.5 ~::O .,., J>---..l GO 15 7.5 J m II 8.5 C) " - 18 -iC; w 1- 21 10,0 -/' ~-- ITl ., I rn ~ 24 11.5 ;'":)I1 -"" U 27 )3,0 ,~ :A > \.0 30 14,0 'j> ~ 36 17.0 en 42 20,0 48 23.0 54 25.5 60 28.5 (b) Minimwn aIlowable time for sewers with more than one size of pipe: based on largest diameter reduced by 0.5 miD. c, Locate and repair leaks and retest as required, 6, 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, 02700-8 . . . ! 7, Exflltration Test a, Subject sewers to intemal pressure by; (1) plugging the pipe at lower end, (2) filling pipelines and manholes with clean water to height of two feet above top of sewer at upper end, 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 ofleakage from seWer: Determined by amount of water requi!:1'9 to ~ level two feet above top of pipe, 0 f;:; ::fo ." b -, .., d, Allowable exfi1tration same as allowable infi1tration. .J. =<' co 'Il o -- e. Modification to this test only as approved by the Engineer. .;:2 p w r.;=; IT! z:r- ~ -- -~l -;:"' I ' f. Locate and repair leaks and retest as required. 0 :: - -.j . ~ ~ "'- .. C. Deflection Tests; Perform deflection tests on aH PVC, PVC truss, Vylon, A-2000 P'Vc and ~M sewelS as foHows; 1. The mandrel (golno-go) device shall be cylindrical in shape and constructed with nine (9) evenly spaced anns or prongs, The mandrel dimension shall be 95% of the fleXIble pipe's published ASlM average inside diameter, Allowances for pipe wa11 thickness or ova1ity (from shipment, heat, shipping loads, poor production, etc,) shaH not be deducted from the ASlM average inside diameter, but shall be counted as part of the 5% allowance, The contact length of the mandrel's anns shall equal or exceed the nominal diameter of the sewer to be inspected. . Critical mandrel dimensions shaH cony a tolerance of," ,001", . . 2, The mandrel inspection shall be conducted no earlier than 30 days after reaching fina1 trench i backfi\1 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 backfi\1 material to the satisfaction of the Engineer, These repaired sections shall be retested with the golno-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 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: A, Set bases true to line and elevation on mininrum six,inch granular backfill material. B, Install O-ring gasket in joints between sections conforming to manufacturer's standard, C. Cast in place inverts l1U1St 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 maxinnun extent possible to supplement flow through the structure, 02700.9 D. Plug holes for handling with mortar, E. Lay grading rings in full bed and joint of mortar without suhsequent grouting, flushing or filling; bond thoroughly, F, Set fiames with top conforming to finished ground or pavement surface as indicated and dir~d, 0 = ~, G, Set fiames in full bed ofRAM-NEK or equal to fill and make watertight space belW~ 6i3somf.fi'p and bottom flange of fiarne, . .J> -) L'D -n () -', - -:::: H. Backfill as specified in Special Provisions for Trench Excavation and Backfill. ~ f-c' w ~n r" ~ r---l - ',-1 3.: \. .J I, Clean manhole upon completion. '..... "'0< - '::"::f../^' '2 '''- J. Inspect for visible leaks after grOlmdwater bas returned to normal level. Repair leak?" ~. --J 3.04 MAINTENANCE OF FWW: A. Storm Sewers; At the end of each working day, the Contractor sha1l reestahlish the full capacity of any dtainage system affected by construction. Diversion of storm water into the sanitaIy sewer system is not allowed. B. SanitaIy Sewers; The Contractor sball at all times maintain full capacity in the sanitaIy sewer system and protect the system from storm water. C. If pwnps are used for the diversion of flow, the Contractor shaIl have a stand-by pwnp readily at hand. The Contractor shall provide the Police Department and the Supervisor of the Iowa City Wastewater Treatment Plant with phone nwnbers where the responsible person may be reached 24 hours a day to make inunediate repairs andlor replacement in case of diversion system failure, Diversion of sanitaIy sewage to storm sewers or waterways is not allowed. PART 4, MEASUREMENT AND PAYMENT 4.01 STANDARD OF MEASUREMENTS: A, Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity ofworlcperfonned acrording 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 4,02 SCOPE OF PAYMENT: A, The Contractor shall accept the compensation as herein provided as full payment for fumishingmaterials, labor, tools and equipment and for performing worlc 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 item; may be bid as alwnp swn 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 worlc 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, 02700-10 ~, r-:...:. O ,~J t.....; ~>n -,., ~--,,-::. r-., Y' '-j co 11 C)-.... - .- =:i () (..) i 4.03 BID ITEMS: .c<' :'-'. ~ in _ rn :3: ~-! A GENERAL ,-, .JJ "J , ~~ ~ :::,.. .. Each unit or lump swn price stated shall constitute full payment as herein specified fo.:t.ch item ilivork completed in accordance with the drawings and specifications, including clean up, It is the Contractor's responsibility to identify the locations of public and private utilities, No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities, No additional compensation will be made for repair costs to fix damage caused the Contractor or hislber Subcontractors, Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as a separate bid item. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense, All trees and sluubs shall remain and be protected from damage unless specifica11y noted as "REMOVE" or ''CLEAR AND GRUB" on the project plans and as otherwise directed by the Engin=, The prices for those items which may have any impact on existing trees and sluubs shall include compensation for special precautioruuy measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate bid item), disposa1 of surplus excavated material. handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified bacldi1l, The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements, , 'AIllabor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material. and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as a bid item. The Contractor nrust pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets, The Contractor nrust figure these costs into their bid prices, The City will not waive parking fees or fmes, Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles, The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. B, BID ITEM DESCRIPTIONS 1. Sewer Service, Sanitary Sewer Pipe, Sanitary, The unit prices for these items will be paid based on the number of linear feet installed. Length will be measured for each size and type of pipe along the pipe centerline with no deductions for prefabricated bends or flared end sections, Measurement ~Il exclude the space across manholes, 02700-11 The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: a, Adapters, collars and tapping required for connections to dissimilar pipes, manholes, or other appwtenances. b. Trench excavation including furnishing necessary equipment c. Trench boxes required for safety and to minimize distwbance to features to be saved. d. Exploratory digging required to determine location of existing structures or potential conflicts. e, Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances, ( Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements, I g, Supply, placement and compaction of standard backfil1 and granular backfill material. I Granular backfil1 material shall be used in trenches under or within 5 feet of pavement or as otherwise indicated or specified on the plans and by the Engineer, . h. Dewatering trenches and excavations for pipe, intakes, manholes and associated structures I including tinnishing pwnps, piping, well points, etc., as required, i. Temporary connections, piping, and pwnping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures, j. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather, k. Testing of sewers as required, ~, 0 .::::"l =. 1. Temporary support of existing utility mains and service lines, ~- "', ~~O ~1 -"'~j I"'" ! m Temporary fencing required to contain livestock. (.'1'".,) 11 C)'- -' Repair or replacement of utility services damaged by the Contractor, ._,! p w ~ I - n. ill in :>7- 0, Permanent connections and stubs with caps for sump pmnp, drainag~c.aild'fieldcti1es o() various sizes, including backfill as specified by the Engineer, :> /'. \r:: j> .c- j Removal and disposal of excess excavation. -.J p, 2, Sanitary Sewer Manhole Bases, Sanitary Sewer Manhole Risers, Drop Connections at Manholes, The unit price for manhole risers will be paid based on the number of vertical feet installed as measured from the flow line to the bottom of the frame and shall include excavation, connections to sewers, steps, flat top slabs, platforms, adjusting rings, and supply, placement and compaction of specified hackfill, Over tees, risers will be measured from the top of the tee to the bottom of the frame, The unit price for manhole bases will be paid based on the number constructed and shall include chinmey seal and the manhole frame and casting. The unit price for tee sections for tee manholes and special sections for junction manholes will be paid based on the number of each type tinnisbed and installed and shall include the manhole frame and casting. ! I 02700-12 II The unit price for special platform sections for tee and/or jWlction manholes will be paid based on the number installed, Payment for sanitary sewers will include the length of the tee section The unit price for drop connections at manholes will be paid based on the number of vertical feet installed as measured between the flow lines of the manhole and the tee section The unit price for special manholes will be paid based on the number of special manholes constructed and shall include base, riser, frame and casting and specified backfill. Stoppers for stub connections are incidental. 3. Remove Sanitary Sewer Pipe, The unit price for this item will be paid based on the number oflinear feet of designated pipe which is removed as measured along the pipe centerline and includes excavation, saw cut of structures, demolition, removal, disposal of debris, and supply, placement and compaction of specified backfill, 4, Abandon Sanitary Sewer Pipe, The unit price for sewer abandonment will be paid based on the number of linear feet of abandoned sewers which are filled with non-shrink flowable mortar, including bulk-heading with concrete and modifying inverts in existing manholes and inbkes which remain in service, The unit price for each manhole abandonment shaI1 include all work required to excavate, perform structural removals, fill and cap remaining structure, and supply, placement and compaction of specified backfill. 5, Trench Stabilizing Material, The unit price for this item will be paid based on the number of cubic yards of rock used in place of unsuitable foundation materials only when directed and authorized by the Engineer, Trench stabilizing material not approved by the Engineer will not be paid for. Included with this item is additional trench excavation, disposal of excavated materials and dewatering. This item does not replace and/or include specified pipe bedding material. r_' 0 C.:-:::' c=' '-' --< ." <:,(} J.>='i ... 11 ,.' 0::> C) - " - =1 C:-, L.) ['- -'('- rT1 - '~rn 2?: CJ Q~ _.1'"' '-'" I -.. 50- _. ! -J 02700-13 ------ - ----- SP-016 (New) I;~ IOwa Department Of Transportation ~ . SPECIAL PROVISIONS for ~, <.:::1 0 =, ~ WATER SERVICES >n ..,., ~::-.:.- r, -11 .)-""'_. co .-/ 0' - r- :::0 w Johnson County, Iowa /' .--~ III IT! )0> ,'-1 r~l =:JJ ~- , ' ",j STP-U-37 I 5(620)--70-52 '--' -.- ill :;E /, )> ,"" -' THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDmONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 016_ .01 DESCRIPTION. This Special Provisions covers the work of water service construction. I -- -- - SECTION 02665 - WATER SERVICE WORKFORCONTRAcrORS ,~ t:;',1o 2 "", '-'-' -T1 <.0 ... PART 1 - GENERAL >~ CD -n ,< .-- 0 - ['- 1,01 DESCRIPTION: =--:(0 w '-1 -<.r- ?:.:: \ I - rn .-, \ . A, Furnish and install new water services as indicated and specified. 0,:.J.J -,. "..I '--:.~' 7' ,0 -~ 1.02 RELATED WORK: )> - -J A. Special Provisions for Water Main. 1.03 . REFERENCES: A, This specification references the following docwnents, In their latest edition, the referenced documents form a part of this specification to the extent specified herein. B. City of Iowa City Waler Division; \. Tap Installation, Metering Policies & Charges and Genera! Information. C. American National Standards Institute and American Water Works Combined Standards; \. ANSIfAWW A-C800 Underground Service Line Valves and Fittings, D. American Society for Testing Materials: \. ASThi B75-86 Seamless Copper Tubing, 1.04 SUBMlITALS: A, Submit to the Engineer the following drawings or details for approval 4 weeks prior to installation. \. Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials, 2. Working drawing or site pian with customer location, address, size, and materials of water service and main pipe including a fulltist of materials required from the Iowa City Water Division, as applicable, 1.05 PERMITS: A, City ofIowa City: \. Contractor's superintendent on the job nmst have a license as a sewer and water service instaIIer issued by the City to construct water and sewer mains arid services in Iowa City, 2, The Contractor or their agent will be responsible for the tapping application fonns and records, - 02665,1 - 1.06 11ME: A. Time is !lfthe essence for water service work All required worknmst be completed as quicldyaspossible to minimize inconvenience to the conswners, The Contractor is expected to comply with the mininrom response and completion times listed B, Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160, 1. For tapping service, provide 24 hours notice, 2, For notice to customers of disruption of water service, provide 48 hours notice, 3, For supply of materials for less than 20 units, provide 2 weeks notice, 4, For supply of materials for more than 20 units, provide 4-6 weeks notice, 5, For supply of seldom used materials such as galvanized or lead, provide 4-6 weeks notice, 6, For locations of underground facilities, provide 48 hours notice, ~-' C:~ 0 = ~ ! c. Response Time - the maximum time allowed from telephone notice by the Engineernliiil1liC Col\lnlctor is . on the job and ready to begin work; . )>'j L-n '1l (; -', - r== 1. For I service which is planned work, less than 24-36 hours. .-1 P 0) :'1 ------- rn :u- :.-:., , -' C' 2, For I service which is emergency work, less than 4-6 hours, 0 ~~~. J . ...:;__ /' \,0 ::0- .. 3, For 3 or more services which are planned work, less than 4& hours, )> . ~ D. Completion Time - the maximum time allowed from the time the Contractor tmns off the water until the water service is connected and operational under nOrmal circwnstances: 1. For I service, where it is necessary to break and remove concrete with no prior warning or p1anning, less than 12 hours, 2. For 6-8 services or more in one block area with prior p1anning, some services on each side of the street and in conjunction with paving projects, less than a 12-hour workday, 1.07 WORK ON PRIVATE PROPERTY FOR OlliERS: A. Water service work may be necessary or desired by private property owners at the same time as the new water service work under this contract is done, The Contractor will be allowed to work on private property adjacent to the work site in order to do water service work directly for the private property owner, Work on private property shall not adversely affect the time schedule forworkunderthis contract B, The work on private property will not be the responsibility of the City, 02665-2 -~ PART 2, PRODUcrs 2,01 WATER SERVICE MATERIALS A, All water service materials shall meet or exceed current ANSYA WW A-C800 specifications and shall be made in accordance with ASlM B-62, 1he manufacturer sbaII furnish a certificate indicating all new materia1s meet the specifications, All valves, fittings and pipe sball be inspected several times during the manufacturing process and pressure tested with air under water before shipment All water service materials shall be visually inspected before installation. Brass and copper are soft metals and care in handling shall be exercised to avoid damaging threads or distorting piping, valves or fitting bodies, B. Water service brass for services 2 inches and smaller will be purchased from the City Water Division. 1he Contractor shall use the brass goods furnished by the Water Division on work under this contract only and not on private property, C, All water service lines will be finnished and installed by the Contractor, Material sball be new type K copper in coils for sizes 3/4,inch through I Y,..inch and in coils or straight pipe for 2-inch size, No couplings or connections will be pennitted under the paving. . D, CuIb boxes for services 2 inches and smaller will be purchased from the City Water Division, E, Couplings for services 2 inches and smaller will be purchased from the City Water Division. F, Materials purchased from the City Waler Division are available at the Water Division at 330 North Madison Streel during nonna! working hours. 1he Water Division will provide an accounting for materials supplied and the Contractor will be required to keep records of materials B1'~ at eac1iService connection. 0 ~ ~:n ;:.ri r ,-1 eJ . -n -< PART3-EXECUfION n - '1'- :..-...Jr--. w :-<r IT1 3.01 RECORDSANDDOCUMENTS: . [lJ ~ ,! 5,'-! ....1 A, Contractor must prepare and retain a sel of "as-built" drawings on the job sile with a.ifuf.;'I~ and'iirrent information on the location of all water service valves, pipe and special construction f&nees, EJiliiirples of special construction features include; 1. Offsets in aligmnent 2. Changes in depth and depth greater than 8 feet or less than 5 feet. 3, Special fittings or construction materials. Following completion of the project, a copy of these drawings sball be furnished to the Waler Division. 3.02 RECEIVING, STORAGE AND HANDLING: A. Tbe Engineer may mark materials found on the job site which are delennined to be defective or nol approved, Tbe marking may be done with spray paint. The Contractor shall prorrq:>tlyremove defective or lUlapproved materials froin the site and replaced with new, 3,03 EXCAVATION AND BACKFILL: A, All excavators shall comply with the requirements of the O,S.H.A Standards'subpart P-Excavations. 02665,3 - I B. Earth excavation, backfill, fill and grading shall be in accordance with Section 02220, C. Excavation and backfill shall include all excavation, baclifilling, compacting, stockpiling of surplus material on the site, and all other work incidental to the construction of trenches, including any additional excavation which may be required for construction of the water service lines, ~, G' o '-=' ,~ D, Along the proposed water service lines, the Contractor shall remove the surface materials onlyio such . widths as will permit a hole or trench to be excavated which will afford suffici~iil ~~m f~propefil construction. Paving removals shall be as directed by the Engineer , - ()----... - I' -:c) w E. The Engineer shall approve removal limits, :<r; :;:-. f11 n .-1 -\' ~ \..J f):::':::: . F. Where working space permits, holes or trenches may be excavated by machine, providea tliat by to.lIoing, public and private improvements will not be subjected to an unreasonable amount of ~ge. 'Ibesize of the hole shall be as sma1l as reasonably possible to do the work. If, however, excavation by ma'chine methods cannot be made without damage being' done to public and private improvements, hand excavation shall be employed. G, The Contractor shall use a mole for excavation of a hole to place the water service piping, %" to 2" diameter, at any location under a street slnface, driveway, sidewalk or lawn area whenever the distance from the water main to the water service connection is greater than 20 feet The mole shall be used even though the street surface has been removed so as to protect the new street surface from settlement The mole shall be a maxinnun off our inches in diameter. The Contractor shall be responsible for all labor, equipment, materials and supervision for mole excavation. H, The Contractor shall be responsible for coordinating the location of all buried utilities and for all damage or repairs to utilities caused by mole excavation. J, Whenever, in the opinion of the Engineer, it is necessary to explore and excavate to determine the hest line and grade for the construction of the new water service line or to locate an existing water service which ORISt be disconnected, the Contractor shall make explorations and excavations for such pUlpOses, ], All excavated material shall be piled in a manner that will not endanger the work and that will avoid obSbucting sidewalks and driveways. Fire hydrants mder pressure, valve pit covers, valve boxes, curb stop hoxes, or other utility controls shall be left unobstructed and accessible mtil the work is completed. Gutters shall be kept clear and adequate provisions shall be made for street drainage, Natural waten:ourses shall not be obstructed. K. The Contractor shall provide and maintain ample means and devices with which to promptly remove and properly dispose of all water entering excavations or depressions mill all work has been completed, No sanitary sewer shall be used for disposal of water, L. To protect persons from injury and to avoid property damage, adequate barricades, fencing, construction signs, caution lights and guards as required shall be placed and maintained by the Contractor at excavations during the progress of the construction work and mill it is safe for pedestrian and vehicular traffic to use the roads, sidewalks and facilities, All material piles, equipment and pipe which may serve as obstructions shall be enclosed by fences or barricades and shall be protected by proper lights when the visibility is poor. The rules and regulations ofO.S.H.A. and appropriate authorities for safety provisions shall be observed, 02665-4 M, Trees, sluubbery, fences, poles and all other property and structures shaII be protected during construction operations unless their removal for purposes of construction is authorized by the Engineer. Ally fences, poles, or other improvements which are removed or distwbed by the Contractor sball be restored to the original condition after construction is completed, Ally trees, sluubbery or other vegetation which are approved for removal or ordered for removal by the Engineer sball be removed completely, including stumps and roots, The Contractor sball be responsible for any damage caused by construction operations to shrubbery or other landscape improvements which were not authorized for removal by the Engineer. 3,04 WATER SERVICE CONSTRUCTION: A- The City Water Division will not provide labor and equipment to tap the water main for services 2 inches and srna11er, Each water service pipe sball be connected to the water main through a brass corporation stop, A tapping saddle is required on all PVC water main materials, The plastic plug sball be recovered. The main sball be tapped at an angle offorty.five degrees (450) with the vertica~ ifpossible, The stop nrost be turned so that the T -handle will be on top, B. The old water service under the street right-<>f-way will be shut off and removed. C, The Contractor sbaIl install the new copper service line from the new corporation stop to the new curb stop and from the curb stop to the customer service line near the property line, The size will be determined by the Water Division. The mininnnn size will be I-inch to the stop box. The service pipe sball be laid in the mole hole excavation and in the trench with sufficient weaving to allow not less than one foot extra length for each 50 feet of straight line distance, D, Underground water service pipe sball be laid not less than ten (I0) feet horizontally from the building drain, and shaII be separated by lUldisturbed or compacted earth. Where the horizontal separation cannot be me~ the water service pipe sball be installed so the bottom of the water service pipe is at least eighteen (18) inches above the top of the buildUig drain line at its highest point. E, A curb stop shall be furnished and installed for each service at the location shown on the plans, or as directed by the Engineer. Place a brick or masonry block under each curb box valve. A cast iron service hox shall be furnisbed and installed over the curb stop and held in a truly vertical position, until sufficient backfill has been placed to ensure permanent vertical alignment of the box. The top of the box sball be - adjusted and set flush with the finished surface grade. The curb stop sball be located between the curb and the property line and visible from the sidewalk. F, The Contractor sball make a clean cut on the existing service line and connect the new service line at the location as directed by the Engineer, G. The Contractor sball be responsible for visual inspection of all water service materials used in this work. If water pressure is available or will be available within 24 hours of making the new s~ce conn~on, the new service shall be subjected to normal system presSlHe and visually inspected for'@lks, If anyleaks . . ~ appear, the Contractor sball make repairs, Each water service sball be turned on anct;~served lifithe _ Contractor within the premises to verify adequate pressure and flow, ..... =-~ c:J Tl (j -;-- _"r-' W I :) ~ fTl PART 4 - MEASUREMENT AND PAYMENT . '1'1'1 ~; ;"" -- =:IJ ~ \...J "- , ~ /, ~~ 4.01 STANDARD OF MEASUREMENTS: <: .. )> .;:- -J A, Work completed under the contract sball be measured by the Engineer, Payment will be based on the actual quantity of work perfonned 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. 02665-5 -' 4,02 SCOPE OF PAYMENT: A. The Contractor shall accept the compensation as herein provided as full payment forfumishing materials, . labor, tools and equipment and for perfonning work under the contract; also, for costs arising from the i action of the elements, or from any unforeseen difficulties which may be encoWltered during the ~ execution of the work and up to the time of acceptance. . ,..0 B. Construction items may be bid as a lump sum or as itemized work, which will bepaidoJ a unit c~ basis. In either case, some work may be required for which a separate pay item is not prov14ed.-Sompl'etion of this work is required, If a separate pay item is not provided for this work, it is to be coOSi<tered ~IdentatTi to the project and no separate payment will be made. CJ -< - r- ~r"'" w . 4,03 -I ~ ,n BID ITEMS: .C< rn 0>" ~~ 1\ __ . ~-:J:J -:>... \..J A. GENERAL S2 7'- '? <- ~ ? Each unit or lump sum price stated shall constitute full payment as herein specified for each item or~ork completed in accordance with the drawings and specifications, including clean up, It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities, No additional compensation will be made for repair costs to fix damage caused the Contractor or hislher Subcontractors, Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is 1isted as a separate bid item Existing items damaged or WlSuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense, All trees and shrubs shall remain and be protected from damage unless specifica1lynoted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shaI1 include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate bid item), disposal of surplus excavated material, hand1ing water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements, All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of WlSuitable materiaL below grade excavation, borrow and hauling, placing, fOnning, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as a bid item. The Contractor must pay for all parking penuit fees, meter hoods, lot and ramp fees, and parking tickets, The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Penuits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles, 02665-6 ~ - . ~ . I The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any consbuction activity. The cost of clean up shall be incidental. B. BID ITEM DESCRIPTIONS I. Consbuction of Water Services. The unit prices for consbuction of water services will be paid based on the number of each size and type installed. The following items shall be considered incidental unless they are listed as separate bid items. a. Furnishing and installing pipe, joint materials and fittings. b. All water service adapters and sleeves required for installation and connections to existing water mains. c. Furnishing and installing tapping sleeves, corporation cocks, tapping services, cwb shut-off valves and boxes, couplings for connections to existing water services, and removal of abandoned service valve boxes. d. All trench, mole, exploratory, and hand excavation. e. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope. f. Supply, placement and compaction of standard backfill and granular backfill material. g. Dewatering trenches including furnishing pumps, piping, well points, etc., as required: h. Temporary plugs or connections, to provide full pressure water service as necessary. . i. Frost excavation, frost ripping, frost blankets, or other activities associated with cold . weather. "" 9 C=l = j. Testing and disinfection of water services as required. ~ 2:() .,.., )>~ en -n Ie. DecWorination of flushed water entering storm sewer system. / 0:' CJ-.... - r- ~CJ w fTl I. Temporary support of existing utility mains and service lines. .-/ -" . ,I :r::- I' . rn f-~ r.:D. ::t: ',J m. Repair or replacement of utility services damaged by Contractor. <: ;A '2 n. Protection of existing valves so they are fully operational and a?cessible d;.ru,g consbuction. o. Connections andlor taps for Water mains and water services 4. inches in diameter and larger to existing water mains and water services. 02665-7 I 2. Corporation Stops, Curb Stop and Valve Box. The unit prices for these items will be paid based on the number of each size and type installed and includes excavation, furnishing and installing specified corporation stops, cwb stop and boxes, fittings, rock drains, thrust blocks and backfill. "" . 0 ,=' ~') ~ :-O::(j .,.., j;~ ,,'j -n -< CO C) - r- -jC~ w iTl ~---.., h-l ~ f-1 ():o ~- .......J <7' \.0 )> - -.J . ~ 02665-8 SP-016 (New) I ~, Iowa DepartmentofTransportation . SPECIAL PROVISIONS for "" 0 c;:":, = SANITARY SEWER AND WATER MAIN t---'-' .....:;~ ...,.., BORING AND JACKING ~-_.... .J ,...., y-' -n -:J m 0-" - r- -10 w fTl - - -.J THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN mE STANDARD SPECIFICATIONS. - 016_.01 DESCRIPTION. This Special Provisions covers the work of boring and jacking sanitary sewer and water mains. "" 0 = => SECTION 02750 ~ :20 -" Y-I r" \l JACKED CROSSINGS co -., -<.. - ~- ,- W I ~~.. ) iT! --<~ "'" PART 1 - GENERAL I.. ::1: r-: r,22 \~..I ~/^' '-'> -~ 1.01 SUMMARY: .'-. )> - -.J A Furnish labor, materials, tools and equipment to install carrier pipe and casing pipe by boring and jacking or. by sintilar approved methods. Follow Special Provisions for Trench Excavation and Backfill for open cut installation of steel encasement and provide crushed stone encasement to top of pipe. 1.02 REFERENCES: A. American Railway Engineering Association "Specifications for Pipelines Conveying Non-Flammable Substances," latest edition. I B. IDOT Standard Specifications. ~ i - QUAliTY ASSURANCE: - 1.03 ~ . A. Unless otherwise specified, the methods and equipment used shall be the option of the Contractor, provided that the proposed methods and equipment is approved by the Engineer. Such approval shall in no way relieve the Contractor of the responsibility for making a satisfactory installation. Only workers experienced in boring and jacking operations shall be used to perform the work. Statement of qua1ifications shall be submitted and approved by the Engineer prior to the start of work. PART 2 - PRODUCTS 2.01 CASING PIPE MATERIAL: A. Steel pipe to be used as a casing pipe for sanitary sewer or water main shall conform to ANSI Specification B36.1O; current edition, with a minimum yield strength of 35,000 psi and nominal diameter and wall thickness as indicated on the plans. Pipes with exterior projections necessitating - excavation larger than pipe body will not be pennitted. B. Concrete for casing pipe bulkheads shall beClass C. 2.02 CARRIER PIPE MATERIALS: A. Water Main: I. Ductile Iron Pipe, Class 52, Confornting to A WW A C-151, and the following: a. Mechanical joint fittings confornting to A WW A C-lI 0 and C-lII. GrifIm Snap. Lok restrained joint or approved equal shall be used. b. Cement mortar lining for pipe conforming to A WW A C-104.. c. All fittings shall be bituminous coated inside and outside. . I ~ 02750-1 I d. All water main shall be installed within casing pipes as specified including the furnishing and installation of casing chokes, 3 per every 20-feet of pipe. B. Sanitary Sewer: I. Ductile Iron Pipe, Class 52, confomting to A WW A C-151, and the following: a. Mechanical joint fittings conforming to A WW A C-II 0 and C-III. b. Pipe and fittings coated inside and out with coal-tar pitch varnish conforming to AWWAC-106. c. All ductile iron sanitary sewer shall be installed within casing pipes as specified. 2. Reinforced Concrete Pipe, Class ill design strength, confomting to ASlM (;,361 and the following: a. Joints shall conform to ASlM GM3 using confined "O"-ring gaskets. b. . Reinforced concrete pipe shall be installed without casing pipes, unless otherwise indicated. Pipes with exterior projections necessitating .excavation larger ~ the pipe body will not be permitted. 9 ~ -2: () -rj )>--: r"'l PART 3 - EXECUTION ~ -J. o:;J I I (J - r-- -'C w I 3.01 PROTECTION OF UNDERGROUND FACILITIES: .:::2 C ..... m r1..: ::::;... i-: - A. Contractor is responsible for locating all underground facilities and modifying ~~tiQDS to '-..J . prevent damage to existing facilities. :j'; ;.. -.J 3.02 JACKING EQUIPMENT: A. The jacking head shall consist of suitable bearing pieces to protect the pipe from damage. B. The jacks shall be of ample capacity to provide more than the anticipated requirement. C. The reaction blocks sball be suitable to provide for resistance to, and distnbution of, the reaction from the jacks. D. The Contractor shall take extreme caution to ensure that the jacking apparatus is strongly consbucted and set and maintained in proper relative position and alignment, in order to minimize forces which would tend to bend the pipe, cause it to deflect from bue alignment, or diSplace lhe reaction blocks. 3.03 EXCAVATION AND JACKING OPERATIONS: A. Pipes shall be joined before being subjected to the jacking process, or after they have reached fInal position, depending on the type of pipe and nature of the joint and jointing material. B. The methnd of jacking, in each case, shall be approved by the Engineer. C. Bracing and backstops shall be so designed and jacks of sufficient rating such that the jacking can progress without stoppage, except for adding lengths of pipe, until the leading edge of pipe is at the jacking limit. 02750-2 D. Jacks and bracing shall be arranged such that the thrust is applied parallel with the centerline of the pipe and distnbuted equally along the jacks. E. The pressure exerted by the jacks shall be applied unifonnly over the end of the pipe by a collar, ~r shall be distributed to a nwnber of points around the pipe circumference by cross timbers. Application of pressure with the metal of the jack in direct contact with the pipe will not be permitted with either concrete, ductile iron or steel pipes. Suitable cushioning material shall be inserted between the jack and pipe. Spalled concrete or erurupled metal, which result in an unsatisfactory joint when the succeeding section of pipe is placed, shall be cause for rejection and removal of the damaged section. F. Once jacking has been started, it shall be continuous until completion of the jacking operations in order to reduce the possibility of a "stnck" pipe and to minimize the creep of the soil into the face, even though this may involve working outside the normal working hours or outside the normal working days as approved by the Engineer. The Contractor shall not be entitled to additional compensation for effort required to maintain continuous jacking operations. G. Care shall be taken during excavation and jacking operations to ensure that the jacked pipe remains hue to line and grade. R. No open cut within jacking limits shown on the plans shall be permitted without authorizati~of the ~ . U ~ ~ -(j ". -"T"\ ~ 3.04 CASING PIPE INSTALLATION: :: ::J g I I - (.) - r- ='Cl W : " A. Casing is not required, unless noted on plans, for pipelines 60" in diameter or greatbr.-Yfhe'!.,c,-asing'T1 pipe is not utilized, pipe to be bored or jacked shall be supplied with maximum ~Il iliicknesSJ ,)_-'..J .... available for class of pipe specified. 5 7' '2 B. Ends of the steel pipe sections shall be beveled ends for butt welding. The casing p~ joints .;i;.;u be full-circle butt-welded joint conforming to A WW A C206-75. C. Minimwn limits of installation of casing pipes shall be as shown on the plans. D. When casing pipes are installed by the boring method, the pipe must be jacked through the soil as the soil is removed by.the auger. Installing casing pipes through pre-bored holes after auguring is completed is not permitted. Removal of material from bored holes by washing, jetting or sluicing is not permitted. E. If voids between undisturbed embankment and the outside of casing pipe result from installation work, the Contractor shall fill said voids with grout injected under pressure using approved methnds. Grout placed as descnbed shall be incidental to pipe installations and no additional coiupensation shall be allowed. F. Excavation for a limited distance ahead offorward end of the pipe will be permitted when the soil is sufficiently stable to stand without danger of caving. In this case, the hole shall be trimmed to the neat size of the outside of the pipe to reduce resistance to jacking and to maintain contact between embankment material and outside surface of pipe. In soft or unstable soiL the pipe shall be allowed to cui its way through the soil to avoid danger of caving and subsidence of the overlying embankment and roadways or trackage. If the pipe is metal with a corrosion-resistant coating, care shall be taken to protect said coating from damage during jacking and excavating. 02750-3 G. Obsbuctions to the progress of the pipe, such as roots, boulders or portions of former sbuctures, shall be removed and deviations from line and grade shall be avoided if such deviation will result in ill- fitting joints. The use of explosives for removing obsbuctions is prohibited. H. After installation of carrier pipes within casing pipes, the annular space between the pipes shall be fllled with grout in conformance with the materials specification herein. The grout shall be injected by pressure methnds, in one operation. The Contractor shall submit the proposed methnd to the,E"gineer for approval prior to work. = 0 = ~ ~n ...., l. After installation of carrier pipes within casing pipes,and in conjunction with grotit~plac€ilent asn descnbed herein, the Contractor shall seal ends of casing pipes with concrete b~~a minimum of- one-foot thick. -I C") W L~l c< - I I ~ I ~' 3.05 rn -_ l~ CARRIER PIPE INSTALLATION: ;:=:; ~ -'- \.J ~/, \..D .? ., A. The carrier pipes shall be the class, type and size as indicated on the plans and specified herein"- -.J B. If the plans call for the carrier pipe to be installed without a casing pipe, the requirements for installation of casing pipe as detailed herein shall apply. This shall include filling of voids between undistwbed embankment and outside of pipe with specified grout C. Carrier pipes installed in casing pipes shall be supported on shop-fabricated chokes specifica1Iy designed for this purpose. Support system shall be firmly attached to carrier pipe at specified interva1s. Support system components sba11 be installed near to, but not at, pipe joints and at other locations so that pipes are well supported. Carrier pipe joints or barrels shall not be pennitted to bear directly against casing pipe. The pipe support system shall be designed to allow placement of grout in all areas of annular void as descnbed herein. D. Placement of grout between casing and carrier pipe and material. for same shall be as descnbed elsewhere herein. 3.06 CONTROL OF LINE AND GRADE: A. During the installation of casing pipes and carrier pipes, the Contractor shall be rexponsible for monitoring alignment and elevation of said pipes. The Contractor shall provide control points and reference'marks for this purpose. Allowable deviations from the plan alignment and elevation are as follows: 1. Horizontal Deviation: 0.40 ft. deviation from plan alignment per 100 It. of installed pipe. 2. Vertical Deviation: 0.20 ft. deviation from plan elevation per 100 It. of installed pipe. In addition, care shall be taken to assure that minimum positive grade, as determined by the Engineer, is maintained in the installed pipe. Mininnnn positive grade shall be determined based on maintaining minimum flow velocity (2 feet per second) at 0.8 full pipe conditions. B. The Contractor shall take appropriate measures to maintain jacked installations within the above- stated tolerances. If measures require removal of newly-installed pipes, removal of rocks, boulders or I other ohsbuctions encountered or other measures which cause a void outside the casing or carrier pipes, said voids shall be filled with grout injected under pressure by a IDethnd approved by the ! Engineer. I . 02750-4 I . PART 4. - MEASUREMENT AND PAYMENT 4.01 STANDARD OF MEASUREMENTS: A. Work completed under the contract shaIl 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. 4.02 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 perfomting 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. Consbuction 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 thi.uvork, it llito be considered incidental to the project and no separate payment will be made. 9 ........ ::::.::0 .,.., ,', . r'"l -n 4.03 BID ITEMS: -- =2 C!.J _ ("j - \ :-~r~' W . --j,) m A. GENERAL -< .. I I -. rn ??~ rt :- :0 -lh ~ Each unit or lump sum price stated shall constitute fuIl payment as herein specifie~fi,r;each item of work completed in accordance with the drawings and specifications, including clean ~ ;. -.J It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fIX damage caused the Contractor or hislher Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstaIled or modified is considered incidental unless it is listed as a separate bid item. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shaIl remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate bid item), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. 02750,5 All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as a bid item. The Contractor must pay for all parking permit fees, meter honds, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fmes. Permits paid for by the Contractor will be issued only for consbuction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when nmd and debris is deposited there as a result of any consbuction activity. The cost of clean up shall be incidental. ,....., = 0 <..-" ~ B. BID ITEM DESCRlPTIONS :2: (j ." -~., - m Y":) = 11 I. Water Main, Bore and Jack; Sewer Pipe, Sanitary, Bore and Jack; Sewer Pipe SaIlitary,-= Encase '--~l The unit prices for these items will be paid based on the number oflinear fe~illled.~...J will be measured for each size and type of pipe along the pipe centerline wit1["nO'd'educli6ns for prefabricated bends or flared end sections. Measurement shall exclude-'tf1e space.:Jcross manholes. . The following items shall be considered incidental unless they are included with other items - listed in the FORM OFPROPOSAL: - - - a. Adapters, collars and tapping required for connections to dissimilar pipes, manholes, or - other appurtenances. - b. Trench excavation including furnishing necessary equipment c. Trench boxes required for safety and to minimize disturbance to features to be saved. d. Exploratory digging required to deterntine location of existing sbuctures or potential conflicts. e. Fwnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. I f. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements. g....,. Supply, placement and compaction of standard backfill and granular backfill material. - Granular backfill material shall be used in trenches under or within 5 feet of pavement - or as otherwise indicated or specified on the plans and by the Engineer. - h. Dewatering trenches and excavations for pipe, intakes, manholes and associated sbuctures including furnishing pumps, piping, well points, etc., as required. i. Temporary connections, piping, and pumping for bypassing sewage flows as required to consbuct pipe, intakes, manholes and associated sbuclures. j. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. 02750-6 _ k. Testing of sewers as required. II I. Temporary support of existing utility mains and service lines. :::; o ~ - m. Temporary fencing required to contain livestock. ;; 0 ri . "p-, CO -n n. Repair or replacement of utility services damaged by the Contractor. r) --<' _ _ ~_ " r ',' ~ ' o. Permanent connections and stubs with caps for sump pump, drainage..and~eld_@.es ofT] various sizes, including backfill as specified by the Engineer. r; ~ ::. \..J I".~ 7' \.0 ::> -- p. Removal and disposal of excess excavation. :J>-"" en 2. Consbuction of Water Mains. The unit prices for consbuction of water mains will be paid based on the nwnber of linear feet installed. Length will be measured for each size and type along the pipe centerline with no deductions for fittings. 'The unit prices for consbuction of water services will be paid based on the nwnber of each size and type installed. The folloWing items shall be considered incidental unless they are listed as separate bid items. a. Furnishing and installing pipe, joint materials and fittings. b. All water main adapters and sleeves required for installation and connections to existing water mains. c. Furnishing and installing tapping sleeves, corporation cocks, tapping services, curb shut-{)ff valves and boxes, couplings for connections to existing water services, and removal of abandoned service valve boxes. d. All trench, mole, exploratory, and hand excavation. e. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope. f. Supply, placement and compaction of standard backfill and granular backfill material. g. Dewatering trenches including furnishing pumps, piping, well points, etc., as required. h. Temporary plugs or connections, to provide full pressure water service as necessary. . i. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. J. Testing and disinfection of water mains and water services as required. I I k. DecWorination of flushed water entering storm sewer system I. Temporary support of existing utility mains and service lines. : m Repair or replacement of utility services damaged by Contractor. 02750-7 ~- - n. Protection of existing valves so they are fully operational and accessible during construction. o. Connections and/or taps for water mains and water services 4. inches in diameter and larger to existing water mains and water services. 3. Trench Stabilizing Material. The unit price for this item will be paid based on the number of cubic yards of rock used in place of unsuitable foundation materials only when directed and authorized by the Engineer. Trench stabi1izing material not approved by the Engineer will not be paid for. Included with this item is additional trench excavation, disposal of excavated materials and dewatering. This item does not replace and/or include specified pipe bedding material. 4.. Buring and Jacking. The unit price for this item will be paid based on the number of linear feet bored and jacked as measured end to end of assembled pipe within casing. Included with this item is excavation, jacking pit, receiving pit, boring and jacking, carrier pipe, casing pipe, disposal of excavation and spoil materia~ casing centralizers and field lock gaskets, supply, placement and compaction of specified backfi1l and connections to existing sewers andlor water mains. r.....-:: 0 = I = ~O ~ ...,., )>-1 f"T1 I 0-< OJ 11 - -IC":; Go) r- , :<r ("11 nl "'" I 8* z IJ ,J ..,,-/' \.0 <:: )> ~ - CD I ; 0275ll-8 _. r--" aI a: ~ I '; I~I ; ..... l1J,... en" c: :2 fCD ~cp -;; tnZc:id::z: 0 N Cb X ~ ~ >~l~i' . ~..... ..!.. 4( a: a: a: '_ If ffi.c2 -:;; ~ ~..tOn.:,:IL; P':Z'05 51 m >>>N .~ ffi Cf) 0 CD E a::: a.. II . I 0::: "_ 8 a: " :f: :J Z ,,'" 0> ::J ~~~ I Ice Q !i1 ll;!.!l - '" , :::> Z e c.. c C/'/"". . .0 _ - 0 m I Z ~ l'Q l'Q - .. , . .:- ., 'S _ ~ ~ ... t: 5 ~ 6 ~ ~ IO;\l^ ~,:J:/~( ~ ~ h ii g al <i. z <0 f:-!....,Cb - AI - l... ~ ".-, '_1/ I I )\1/\ 'A' < ~ y... E ~ -.... u.. '- +> ..... ... ' I. en -' [j " C 0: ~ If) ~ 0 -... 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':::. , .. ,:::... ,.,,: ::: ,. ,:::: r~: cri': :~~ r~~~H~:r:":~: :~~~: ~:~~~:~~:r:'--: '~~-r:":~':~:~:r-':: ''::~r~~~ :---~:..:~~ ':~~~r~~: :~~~r~:~~r'::-r-h :~~~r~~':~:~~ r~:h -- r~~: :~:-r~~- -:-':r~~- :~~:r~~': ':~~-r-~: .-.-~r~~: ... <...;J. . ,....,....,. ...,....,....,. ,:::: ...., ..,.::: ...,.... :::.i'.... '....11... i' ...,::::1>. ,..:: ,. ,.: ":"'" ....,:.:: :::, ... ....,.... _. ... '....1....'... .... ....1....'. ,...., ...,.... ,,,. ...., ... ....,.... , ....,... ,... ,. ,. . ....j. ....,.... .".,,,. ..",.... ~ ~ ~ ~ ~ . ~ PIZW UJ Prepared by: Ross Spitz, Civil Engineer, Public Works, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5149 RESOLUTION NO_ 03-61 RESOLUTION APPROVING PLANS, SPECIFICATIONS, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MORMON TREK BOULEVARD EXTENSION PROJECT AND DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS. WHEREAS, project includes paving from U.S, Highway 1 to Willow Creek adjacent to the west line of the airport property; and WHEREAS, this project will be bid by the Iowa Department of Transportation (lOOT); and WHEREAS, bids will be accepted on May 20,2003, at 10:00 a.m., Ames, Iowa at the Department of Transportation; and WHEREAS, notice of public hearing on the plans, specifications, form of contract, and estimate of cost for the above-named project was published as required by law, and the hearing thereon held, NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1_ The plans, specifications, and estimate of cost for the above-named project are hereby approved, 2_ The City Clerk is hereby authorized and directed to publish notice for the receipt of bids to be let by the lOOT, for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city, Passed and approved this 18th "ymlf/= 'U? -- ZJ~ p- AYOR Approved by ATTEST: ~ II, ~~ Ift{'ft:! [( l, Jll/f/} CIT LERK CitY Attorney's Office It was moved by 0' Donne 11 and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner X Lehman x O'Donnell X Pfab X Vanderhoef X Wilburn pwengfreslll1Ol1TOO trek b1vd.doc ~ ~ Printer's Fee $ I (p, :3 I- CERTIFICATE OF PUBUCATION STATE OF IOWA, JOHNSON COUNlY, SS: THE IOWA CIlY PRESS-CITIZEN OFFICIAL PUBLICATION --- FED. ID #42-0330670 NonCE OF PUBLIC HEARING ON PLANS, SPEcIFlcAnoNs, I FORM OF CONTRACT. AND . , , EsnMATEDCOSTFOR,. 0 I M h b" d I 'MORMON TREK BOULEVARD EXTEN-~ r ene a er, emg u y sworn, say .--SIONPROJECTINTHE - ~I h I th I I I k f h CITYOFIOWACITY,IOWA' . t at am e ega c er 0 t e IOWA TO ALL TAXPAYERS OF THE CITY OF . CITY PRESS-CITIZEN, a newspaper IOWA CITY, -IOWA, AND TO OTHER bl" h d ""d d th 'NTERESTED PERSONS: pu IS e m sal county, an at a Public notice is hereby given that the .. d f" CilyCounciloftheCilyofloweClty,lowa, notIce, a pnnte copy 0 whIch IS will conduct a public hearing on plans h h d bI"' specifications. form of contract and estl: , ereto attac e , was pu Ished m mated cost for the construction of the . od J Mormon Trek Boulevard EX1i:mslon Sat paper time(s), on the Project in said City at 7 p.m. on the 18th f' day of Februaoy,2003,said moetlng 10 be , ollowmg date(s): held In the Emma J.. Harvet Hall In the ' e 0 Civic Center in said City, or -If said meet. ing Is cancelled, allhe next meeting of 0 '--" 1 , &- } ~ :+0 Ci ~ the City Council thereafter as posted by' the City Clerk. . SaId plans, specifications, form of con- tract and estimated cost are now on file in the office of the City Clerk In the Civic (j Center in. Iowa C:lty, Iowa, and may be i I~ ~ ~ Inspected by any Interested persons: i ~ny inte~~sted persons may appear .at ,. Said meeling of the Cily Councli for the Legal Clerk purpose of making objections to and com~ents concemlng said plans, Subscribed and sworn to before me specifications. contract or the cost of i. 13 ~ making said improvement. .', ' ' this day of ThIs ~tice is Qlven by order. of theGity , Council of the City of Iowa City, Iowa and ; A.D.2()o-3 . as provided by law, ,. i MARIAN K. KARR, : CITY CLERK, ~ 51907 Februaoy 13, 20031 ~ CU-<(j" ^, i ' . Notary Public ."\1'" MARGARET nlOS f ~,,"~ ComJlI'r-r.ion. N~mber 1?01S8 ..f;.;E...... My Commj:;f>:on"E.~~lres leu; O:-:tot>ar :26, ..V'_.", I PREDETERMINED WAGE RATE IA02-1.2 General Decision Number IA020001 Superseded General Decision No, IAOlOOOI State: Iowa <-' Construction Type: c-' -- 'C~ O. eN HEAVY ~Q -n HIGHWAY ? -, ::;..J - r _.(.', N -- r' - ill County (ies): ~(:~ n ~ '___1, - STATEWIDE '::'-'i ',-\ .~) ?<"2-:-~ -' ~:/' :::. STATEWIDE EXCEPT SCOTT COUNTY :;:::- y- w HEAVY CONSTRUCTION PROJECTS (Does not include work on or pertaining to the Mississippi or Missouri Rivers or on Water and Sewage Treatment Plants), AND HIGHWAY PROJECTS (does not include building structures in rest areas) Modification Number Publication Date 0 03/01/2002 I 12/13/2002 2 12/20/2002 COUNTY(ies) STATEWIDE * SUIA2006A I 2/0 1/20b2 Rates Fringes CARPENTERS AND PILEDRIVERMEN: ZONE I 20.55 4,95 ZONE 2 19.55 4,06 ZONE 3 18.56 4,95 ZONE 4 17.20 4.45 ZONE 5 16.45 3.40 CONCRETE FINISHERS: ZONE I 18.37 4,55 ZONE 2 18.37 4.55 ZONE 3 18.37 4.55 ZONE 4 16.20 3,50 ZONE 5 14.25 3,50 IA020001 - I Rates Fringes ELECTRICIANS (STREET AND HIGHWAY LIGHTING AND TRAFFIC SIGNALS): ZONES 1,2, & 3 17.35 3.15 ZONE 4 16.05 3.15 ZONE 5 13,80 3.15 IRONWORKERS (SEITING OF STRUCTURAL STEEL): ZONE 1 21.50 6,00 ZONE 2 AND 3 21.50 6.00 ZONE 4 18,04 3.41 LABORERS: ZONES 1 AND 2 . GROUP A 16,88 5.05 GROUP B 15.18 r-.' _5.05 ~ GROUP C 12.25 -. ..., S;4l~ ~ II }.7 ~:, -;0 --- ZONE 3 ...--,J, N -- t" ,_ - "...-r-"" GROUP A 16,88 5;05. : \ \ 5:05' :? -,--" GROUPB 15.18 -' \.....J ..--- \ GROUPC 12.25 ,q,sj;. ~ -"---", ~- .~ ZONE 4 y L.) GROUP A 15,00 4,25 GROUP B 13,68 4.25 GROUP C 11.40 3,20 ZONE 5 GROUP A 14,05 3,20 GROUP B 11.20 3,20 GROUP C 10.65 3,20 POWER EQUIPMENT OPERATORS: ZONE 1 GROUP A 21.50 9,50 GROUP B . 19,90 9.50 GROUP C 17.40 9.50 GROUP D 17.40 9.50 ZONE 2 GROUP A 20,90 9.65 GROUP B 19.30 9.65 GROUPC 16.80 9,65 GROUP D 16,80 9,65 IA02000 1 - 2 Rates Fringes ZONE 3 GROUP A 22.60 8.45 GROUPB 20,80 8.45 GROUPC 19,80 8.45 GROUP D 19,80 8.45 ZONE 4 GROUP A 21.70 4.30 GROUP B 20.56 4.30 GROUP C 18.48 4.07 GROUP D 18.48 4.07 - ZONE 5 GROUP A 18.22 3.30 GROUP B 17.18 3.30 GROUP C 15_85 3.30 GROUP D 14.85 3.30 TRUCK DRIVERS AND PAVEMENT MARKING DRIVERfSWITCHPERSON: . ZONE 1 16.90 5.75 ZONE 2 16,90 5.75 ZONE 3 16,90 05,75 g ZONE 4 16,70 $3-.50 '-'-' -_, J ~ ZONE 5 14.75 :1> 3:50 ::? TI _/ ....:u C) -. N ZONE DEFINITIONS ~(.~, - ! ~--( ~ .TI 1-' -0 The Counties of Polk, Warren and Dallas for all Crafts, and Linri~6Unty ~ ,-' ZONE 1 \ - .j Carpenters only, :3: :..' w ZONE 2 The Counties of Dubuque for all crafts and Linn County for all Crafts except Carpenters. ZONE 3 The Cities of Burlington, Clinton, Fort Madison, Keokuk, and Muscatine (and abutting municipalities of any such cities). ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson, Madison, and Marion Counties; Clinton County (except the City of Clinton), Johnson County, Muscatine County (except the City of Muscatine), the City of Council Bluffs, Lee County and Des Moines County, ZONE 5 All areas of the state not listed above. IA020001 - 3 LABORER CLASSIFICATIONS - ALL ZONES GROUP A - Carpenter tender on bridges and box culverts; curb machine (without a seat); deck hand; diamond & core drills; drill operator on air tracs, wagon drills & similar drills; form setter/stringman on paving work; gunnite nozzIeman; joint sealer kettleman; laser operator; pipelayer (sewer water and conduits); powderman tender; powdermanlblaster; saw operator; tunnel laborer, GROUP B - Air, gas, electric tool operator; barco hammer; carpenter tender; caulker; chain sawman; compressor (under 400 cfm); concrete finisher tender; concrete processing materials and monitors; cutting torch on demolition; drill tender; dumpmen; electric drills; fence erectors; form line expansion joint assembler; form tamper; general laborer; grade checker; handling and placing metal mesh; dowel bars, r~inforcing bars and chains-; hot asphalt laborer; installing temporary traffic control devices; jackhammerman; mechanical grouter; painter (all except stripers); paving breaker; planting trees, shrubs and flowers; power broom (not self/propelled); power buggyman; rakers; rodman (tying reinforcing steel); sandblaster; seeding and mulching; sewer utility topmanlbottom man; spader; stressor or stretcherman on pre or post tensioned concrete; stringman on re/surfacing/no grade control; swinging stage, tagline, or block & tackle; tampers; timberman; tool room men and checkers; tree climbers; tree groundman; underpinning and shoring caissons over twelve feet deep; vibrators; walk behind trencher; walk behind paint stripers; walk behind vibrating compactor; water pumps (under three inch); work from bosun _ c.~ chair, 0 ~ ::?:o ? -.,~~ "..I 11 GROUP C - Scale weigh person; traffic control/flagger, surveillance or monitor; ~ter:car~t~r. , J ,-- ~,.-- -- , POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES -u ~ , , ~, ;:=::,:1.' =: '-~) GROUP A - Asphalt Breakdown Roller (vibratory), Asphalt laydown machine; asi?iliii;plailj; Asphalt screed; bulldozer (finish); central mix plant, concrete pump; crane; crawler'ti-actor G) pulling scraper; directional drill (60,000 Ibs, pullback and above); dragline and power shovel; dredge engineer; excavator (over Y, cu, yd.); front end loader (4 cy and over); horizontal boring machine; master mechanic; milling machine (over 350 hp); motor grader (finish); push cat; rubber tired backhoe (over y, cu. yd,); scraper (12 cu, yd. and over or finish); sidebroom tractor; slipform portland concrete paver; tow or push boat; trenching_machine (Cleveland 80 or similar). GROUP B - Articulated off road hauler, asphalt heater/planer; asphalt material transfer vehicle; asphalt roller; belt loader or similar loader; bulldozer (rough); churn or rotary drill; concrete curb machine; crawler tractor pulling ripper, disk or roller; deck hand/oiler; directional drill (less than 60,000 Ibs. pullback); distributor; excavator (1/2 cu. yd. and under); form riding concrete paver; front end loader (2 to less than 4 cu, yd.); group equipment greaser; mechanic; milling machine (350 hp. and less); paving breaker; portland concrete dry batch plant; rubber tired backhoe (1/2 cu. yd, and under); scraper (under 12 cu, yd.); screening, washing and crushing plant (mobile, portable or stationary); shoulder machine; skid loader (I cu, yd, and over); subgrader or trimmer; trenching machine; water wagon on compaction, IA020001 - 4 I . .. GROUP C - Boom and winch truck, concrete spreader/belt placer, deep wells for dewatering; farm type tractor (over 75 hp,) pulling disc or roller; forklift; front end loader (under 2 cu, yd,); motor grader (rough); pile hammer power unit; pump (greater than three inch diameter); pumps on well points; safety boat; self propelled roller (other than asphalt); self propelled sand blaster or shot blaster, water blaster or striping grinder/remover; skid loader (under I cu, yd,); truck mounted post driver, GROUP D - Boiler, compressor, cure and texture machine; dow box; farm type or utility tractor (under 75 hp,) pulling disk, roller or other attachments; group greaser tender; light plants; mechanic tender; mechanical broom; mechanical heaters; oiler; pumps (under three inch diameter); tree chipping machine; truck crane driver/oiler, -----------------------------------------------------------------------~------------------------------------.-------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5,5 (a) (I) (ii)), --------------------------------------------------------------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under that ident~r do n'i;1 reflect collectively bargained wage and fringe benefit rates, Other designations in~\:~te u!iions whose rates have been determined to be prevailing, ~ ==':j ~ --n () ~ N - -l C'. - ,--- ~-< r- iT] WAGE DETERMINATION APPEALS PROCESS nl :<? ["---: 0;'-) '_J -</'-.. -C" 1.) Has there been an initial decision in the matter? This can be: S3: - w * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional offices have responsibility for the Davis-Bacon survey program, If the response from this initial contact is not satisfactory, then the process described in 2.) and 3,) should be followed. IA02000 1 - 5 . . . With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations, Write to: Branch of Construction Wage Determinations Wage and Hour Division V. S. Department of Labor 200 Constitution Avenue, N, W. Washington, D, C. 20210 2.) If the answer to the question in I.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1,8 and 29 CFR Part 7), Write to: Wage and Hour Administrator . V,S. Department of Labor 200 Constitution Avenue, N, W, Washington, D, C, 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc,) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board V, S, Department of Labor 200 Constitution Avenue, N_ W, Washington, D, C, 20210 ....:; co 0 = u-' 4.) All decisions by the Administrative Review Board are final, :2.0 ~-, -.;; -T\ -,.,.-, ::;.:J >-'":J -- r ' N .-- . ) - ':-1'1 END OF GENERAL DECISION ==10 -/r- :t:! -, ~ -. n' ',,-_.J 00'", ~. - /' - ~- - Y' w IA020001 - 6 ESTIMATING PROPOSAL - - FOR FEOERAL AIO CONTRACT PAGE: 1 For bidding information, see Preparation of Proposals in the Standard Specifications for Highway and Bridge Construction. ****************************************************************************** . Bid Order No, : 107 . . Proposal ID No,: 52-3715-620 Letting Oate: May 20, 2003 . . 10:00 A,M. . . Type of Work, PCC PAVEMENT - GRAOE AND NEW . . Primary County: JOHNSON Design: ENGLI SH . . DBE Goal: 5,0 % 2001 Std Spec . . Pre-Qual Group: PCC PAVEMENT - RURAL . . . . Contracting Authority: CITY OF IOWA CITY . . Proposal Guaranty: $ 250,000.00 . . Tied Proposal Package: None assigned to, or allowed with this Bid Order. . ****************************************************************************** This Proposal' Includes The Following projed(s):- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project: STP-U-3715(620)--70-52 County: JOHNSON Work Type: PCC PAVEMENT - GRADE AND NEW Plans: Yes & X-Sections Route: MORMON TREK BLVD. Design: ENGLI SH Location: FROM IOWA 1 TO IOWA 921 Road System: URBAN Length: 1.03 Miles Federal Aid - Predetermined Wages Are In Effect - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1"',.;) (5 '" =- ~ ~s:.C) ::-- 5-:;=; --," 11 n-<~ -" N -- =:i;-) - =(~ ;-- --0 ~-fl it-; -, ___(9 .....-1 o==--~ <.;:/~ .~ )> .- 0 ---...---- --------..--- PROPOSAL OETAILS Page, 2 . ******************************************************************************* Bid Order No_: 107 Proposal 10 No,: 52-3715-620 Letting Date: May 20, 2003 10:00 A,M. Type of Work, PCC PAVEMENT - GRADE AND NEW ------------------------------------------------------------------------------- Site Contract Period/ Working Liquidated Number Site Description Days Damages ------------------------------------------------------------------------------- 01 LATE START DATE: 06/23/03 100 $ 600.00 TO COMPLETE STAGES I THROUGH IV. 02 APPROXIMATE START DATE: 05/03/04 50 $ 600.00 TO COMPLETE STAGE V AND PERMANENT EROSION CONTROL ITEMS, =============================================================================== . PROPOSAL NOTES ******************************************************************************* r.....} 6 (._, ~~ <-0 :20 J';.J )>:=-, -c 11 :;0-) .J -- r::.' - rv - :-:C - :1--j ~:,i --0 -, , , \,j :S:/' r- "'~- ~ y- o PROPOSAL SCHEOULE OF PRICES Page' 1 I ******************************************************************************* Vendor No,: :__'__.__.__.__: Bid Order No., 107 Proposal 10 No,: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M. Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED. -----.------------------------------------------------------------------------- , , Item I Unit Price i Bid Amount Line' Item Number 'Quantity ---------------- -------------- NO! Item Descript;on ! and Unit ! Dollars : Cts ! Dollars ICts -----------------------.------------------------------------------------------- Section 0001 ROADWAY ITEMS ---------------------------------------_.-------_.----------------------------- i 2101-0850001 CLEARING i i i oo10lAND GRUBBING I 3.4001 I , ,ACRE" ----------------------------------------------------------.---------------_.--- . 12101-0850002 CLEARING Iii 0020 I AND GRUBB I NG I 586, 200 I I I ,UNIT I , -------------------------------------------------------------------------------, \2102-2710070 EXCAVATION,i i i 0030, CLASS 10, ROADWAY AND I 127,666.0001 I I BORROW , CY I , --------------.---------------------------------------------------------------- 12102-2712015 EXCAVATION" I I 00401 CLASS 12, BOULDERS OR I. 50.000, I ,ROCK FRAGMENTS ,CY , I ------------------------------------------------------------------------------- i2102-456oooo LOCATING i i i oo50lTILE LINES I 93,8001 I I ISTA I I _ ~~ --------------------------------------------------------------------C)-----~-- i 2102-5020010 OBLITERATE i i i ;~ () :r.:.; oo6010LD ROADBED 1 5,2001 1 Y=! ?J -----r1 I ,STA" C:, N -- -----~-------------------------~---------------~----------------~----~~~:---~-- ~1 12105-8425015 TOPSOIL, I I I "C'= "'L' '-\ oo70ISTRIP, SALVAGE AND SPREAD, 10,724.0001 I 5~;': -j , ,CY I , ~ .:.:.. ---------------------------------------------------------------------~------.--- _ '2107-0875000 COMPACTION' I I C> oo80lWITH MOISTURE AND 1 - 121,912.0001 I I DENSITY CONTROL I CY I I ------------------------------------------------------------------------------- i 2108-5025000 OVERHAUL i i i 00901 11,127,002.0001, , ,ST-Y I I ------------------------------------------------------------------------------- '2109-8225100 SPECIAL I , , 01oolCOMPACTION OF SUBGRADE I 3.1001 1 , ISTA" ------------------------------------------------------------------------------- , PROPOSAL SCHEOULE OF PRICES Page: 2 ******************************************************************************* Vendor No.: i__,__,__.__,__: Bid Order No,: 107 Proposal 10 No.: 52-3715-620 Letting Oate: May 20, 2003 Primary Work Type, PCC PAVEMENT - GRAOE AND NEW 10:00 A.M_ Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED_ ------------------------------------------------------------------------------- i ' Item i Unit Price ' Bid Amount L;ne Item Number I Quantity ----------------1-------------- NO! Item Description ! and Unit ! Dollars I Cts ! Dollars ICts ------------------------------------------------------------------------------- '2111-8174100 GRANULAR ' , , I I' I 0110\SUBBASE 1 25.515,0001 I , ,SY, 1 ------------------------------------------------------------------------------- '2115-0100000 MODIFIED ' , , 0120'SUBBASE - I - 429.7001 I I ICY I I I I I I ------------------------------------------------------------------------------- '2123-7450020 SHOULDER ' , , I I I I 0130lFINISHING, EARTH I 100,9001 I , ,STA I , ------------------------------------------------------------------------------- 12213-7100400 RELOCATION' , , I I I , 0140,OF MAIL BOXES I 1.0001 I , I EACH 1 , ------------------------------------------------------------------------------- '2301-1033090 STANDARD ' , , 0150lDR SLIP FORM PORTLAND I 22,257,8001 I I CEMENT CONCRETE PAVEMENT" SY I 1 __ ~ 1 CLASS C, CLASS 3 I I , Q ~ ,DURABILITY, 9 IN., , ' I :;0;:0 .?:; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -?- ::=,- - ---; - -11 '2301-6911722 PORTLAND ' , , CJ --< ;::; .- 0160lCEMENT CONCRETE PAVEMENT !LUMP !LUMP I .;~--::: - "1'1 ,SAMPLES I , , -=:: l.J ' ~ .--1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;"'-,-;: - - -'- - ,-J i 2307 -0025003 AGGREGATE, 1 i i ~ ^ -:=:- 0170lROADWAY COVER, 3/8 IN, I 69,100, I )> CJ , ,TON" ------------------------------------------------------------------------------- '2307-0600000 BINDER I , , I I' I I 0180lBITUMEN I 1,633.3001 I I ,GAL I , ------------------------------------------------------------------------------- '2312-8260051 GRANULAR ' , , 0190lSURFACING ON ROAD, CLASS I 1,563,2001 I I A CRUSHED STONE I TON , , ------------------------------------------------------------------------------- 12315-8275025 SURFACING, i i i 0200IDRIVEWAY, CLASS A I 938.0001 I ,CRUSHED STONE , TON I , ------------------------------------------------------------------------------- PROPOSAL SCHEOULE OF PRICES Page' 3 ******************************************************************************* Vendor No.: :__.__.__'__.__: Bid Order No.: 107 Proposal 10 No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10,00 A,M. Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED. ------------------------------------------------------------------------------- i i Item i Unit Price i Bid Amount Line Item Number Quantity. ---------------- -------------- NO! Item Description ! and Uni t ! Dollars : Cts ! Oollars ICts ------------------------------------------------------------------------------- '2401-6750001 REMOVALS, ' , , 0210 I AS PER PLAN I LUMP I LUMP I I I I I ------------------------------------------------------------------------------- 12402 -0425031 GRANULAR 1 1 I 0220lBACKFILL - I ~1,772.9OOI I , ,TON" ------------------------------------------------------------------------------- '2402-2720100 EXCAVATION,' , , 02301 CLASS 20, FOR ROADWAY 1 121,1001 1 ,PIPE CULVERT . ,CY , , ------------------------------------------------------------------------------- i2416-01OOO18 APRONS, i i i 0240,CONCRETE, 18 IN. DIA, I 2.0001 I , ,EACH" ------------------------------------------------------------------------------- 12416-0100024 APRONS, Iii 02501 CONCRETE , 24 IN, DIA, I 1.0001 I , ,EACH" ------------------------------------------------------------------------------- i2416-01ooo30 APRONS, i i i~-', 02601 CONCRETE , 30 IN, DIA. I 5.000, I 0 8 , , EACH , I :? n ~ ---------------------------------------------------------------------,~-.---~--- -rl I I I I /r --: ...0 ___ 12416-0100036 APRONS, I I 1 r;-: r:.:. - 0270 I CONCRETE , 36 IN, DIA, I 1.0001 I :=:'~:' :-11 , , EACH , , :-<, h-, .:~ :--', ---------------------------------------------------------------------~-l;----- ._J 12416-0100042 APRONS, Iii '~?~.r;: 02801 CONCRETE , 42 IN. DIA, I 1.0001 1);;"'- , , EACH , , C> ------------------------------------------------------------------------------- i2416-01ooo48 APRONS, i i i 0290ICONCRETE, 48 IN. DIA, 1 2.0001 I , ,EACH" ------------------------------------------------------------------------------- '2416-1180018 CULVERT, ' , I 03oolCONCRETE ROADWAY PIPE, 1 72_0001 I ,18 IN, DIA. ,LF , , ------------------------------------------------------------------------------- '2416-1180030 CULVERT, I I I 0310lCONCRETE ROADWAY PIPE, I 213_5001 1 ,30 IN, DIA, ,LF , , ------------------------------------------------------------------------------- - - - - - - - - - - - - - - - --- PROPOSAL SCHEOULE OF PRICES Page: 4 ******************************************************************************* Vendor No.: :__'__'__'__'__: Bid Order No.: 107 Proposal 10 No,: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A,M, Primary County: JOHNSON UNIT BIDS MUST BE TYPEO OR SHOWN IN INK OR THE BID WILL BE REJECTED, ------------------------------------------------------------------------------- , , Item 'Unit Price , Bid Amount Line\ Item Number I Quantity 1---------------- -------------- NO! Item Description ! and Unit ! Dollars : Cts ! Dollars ICts ------------------------------------------------------------------------------- 12422-0360018 APRONS, i I I 0320,UNCLASSIFIED. 18 IN, DIA'I 2.0001 I , ,EACH" ------------------------------------------------------------------------------- '2422-1722018 CULVERT, ' , I 0330lUNCLASSIFlEO ENTRANCE: 38.0001 I. ,PIPE. 18 IN, DIA. ,LF , I ------------------------------------------------------------------------------- '2422-1722024 CULVERT, ' , , 0340iUNCLASSIFIED ENTRANCE i 50.0001 I ,PIPE, 24 IN. DIA. ,LF , I ------------------------------------------------------------------------------- '2422-1723018 CULVERT. ' , , 0350lUNCLASSIFIEO ROAOWAY I 94,0001 I ,PIPE. 18 IN. DIA. ,LF , , ------------------------------------------------------------------------------- ,2502-8212014 SUBDRAIN, I i I 03601 LONGITUOINAL. 4 IN. OIA, I 9,650,000, I ~ I I LF I I _ ~~l --------------------------------------------------------------------~------~- '2502-8215106 SUBDRAIN, I I , ~::o ;:; ---n 0370lCORRUGATED METAL PIPE, 6 I 200,0001 I -~~,-:-:.i. ~ -,::;:': _____~~~~_~~~~_________________~~~_____________~________________~____~-C~-~~- \11 -< .... -0 -, '2502-8215108 SUBDRAIN, ' I ,- . r:.:~ ::c; '-.J 0380lCORRUGATED METAL PIPE, 8 I 200,0001 I g?~ ~ , IN. DIA, , LF , " -c':. J;:"' ----------------------------------------------------------------------~-----~ '2502-8220193 SUBDRAIN ' , , 0390lOUTLET (RF-19C) I 76.0001 I I I EACH , , ------------------------------------------------------------------------------- ,2503-4470430 INTAKE, Iii 0400\RA-43 I 19,0001 I I ,EACH" ------------------------------------------------------------------------------- i2503-4470610 INTAKE, i i I 04101RA-61 I 1.000, I I ,EACH I I ------------------------------------------------------------------------------- i 2503-4470700 INTAKE i I i 04201RA-70 I 21.0001 I , I EACH , I ------------------------------------------------------------------------------- PROPOSAL SCHEOULE OF PRICES Page: 5 ******************************************************************************* Vendor No., :__.__'__'__'__: Bid Order No.: 107 Proposal 10 No_' 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A,M. Primary County: JOHNSON UNIT BIDS MUST BE TYPED DR SHOWN IN INK OR THE BID WILL BE REJECTED, --.---.----.-------------------------.---------.--------_.---_.---_.----------- i I Item ,Unit Price I Bid Amount Line Item Number Quantity ---------------- -------------- NO! Item Description ! and Unit ! Dollars : Cts ! Dollars :Cts -------------------------------------------------------------_.---------------- i 2503-4480490 UTILITY i i i 0430IACCESS, RA-49 1 1.0001 I I ,EACH" ------------------------------------------------------------------_.---_.---_.- ,2503-7325015 SEWER PIPE, I I i 04401 20000 STORM, 15 IN. DIA'I 1,296,9001 I , ,LF, I ---------------------------------------------------------.----.----.----.------ i 2503-7325018 SEWER PIPE, I i I "' 04501 20000 STORM, 18 IN. DIA., 593.100, , .. , ,LF" ------------------------------------------------------------------_.----------- i 2503-7325024 SEWER PIPE, i i i 04601 20000 STORM, 24 IN, DIA'I 1,745,500, 1 , ,LF I , ------------------------------------------------------------------------------- ,2503-7325030 SEWER PIPE, i i i ~~ 04701 20000 STORM, 30 IN, DIA.I 1,181.6001 I -;--- ~ _____~_________________________~=~_____________~______----------~---~r.!---:?-- -T\ i 2503-7325036 SEWER PIPE, i i i ~/}2. ~ :C. 04801 20000 STORM, 36 IN_ DIA.\ 362,0001 1 '.::::,c \.2-; I ILF I I .:-<"r--'\'~. i) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -'-'.";' - - .....;'~ ....... --- ).: \2503-7325042 SEWER PIPE, I I I q-/'- ~ 04901 20000 STORM, 42 IN. DIA'I 46.0001 I J; ~ , ,LF, I ------------------------------------------------------------------------------- i 2503-7325048 SEWER PIPE, i i i 05001 20000 STORM, 48 IN. DIA'I 121.000, I , ,LF" ------------------------------------------------------------------------------- '2504-4650007 UTILITY I I , 051OIACCESS, REBUILD SANITARY 1 1.0001 I I SEWER, TOP ONLY I EACH I I ------------------------------------------------------------------------------- '2507-3250005 I , , 05201 ENGINEERING FABRIC I 170,0001 1 , ,SY" ------------------------------------------------------------------------------- '2507 -6800042 REVETMENT ' , I I ' 1 I I 0530lCLASS 0 I 116.0001 1 , ,TON, I ------------------------------------------------------------------------------- -.---- -- PROPOSAL SCHEOULE OF PRICES Page: 6 ******************************************************************************* Vendor No,: :__,__,__,__,__: Bid Order No,: 107 Proposal ID No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M. Primary County: JOHNSON UNIT BIDS MUST BE TYPED DR SHOWN IN INK OR THE BID WILL BE REJECTED, ------------------------------------------------------------------------------- I I Item i Uni t Price i Bid Amount Linel Item Number I Quantity ---------------- -------------- NO! Item Description ! and Unit ! Dollars : Cts ! Dollars :Cts ------------------------------------------------------------------------------- i 2507 -6800061 REVETMENT, i i i 0540lCLASS E I 50,0001 I I I TON I I ------------------------------------------------------------------------------- i 2511-7526005 . SIDEWALK, i i i ~ 0550,P.C. CONCRETE, 5 IN, I 6,476,8001 I I ISY I I ------------------------------------------------------------------------------- i 2515-2475007 DRIVEWAY, i i i 0560IP.C. CONCRETE, 7 IN. I 392.2001 I I I SY I I ------------------------------------------------------------------------------- 12515-6745600 REMOVAL OF I I I 0570!PAVED DRIVEWAY I 900,100\ I , ,SY I I ------------------------------------------------------------------------------- 12518-6889310 ROAD i i i ~o 0580 I CLOSURE (RURAL), I 65.000 I I 0 ~ I PERMANENT, RE -31\ I LF I I :2 n .;;;:: - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - -.. - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - ~ - - - -;'7 :'::j- - -=':5 - --r1 12518-6910000 SAFETY I I I ()--:: ;;,,_: 0590lCLOSURE I 4,0001 I '=1CJ - I_ I ,EACH I 1_---::;-; .~ 'Tl fl- ..... -1 ---------------------------------------------------------------------~~---~~- \ J '2519-3275308 REMOVE AND ' I I '"" ;;.;:: .r=- ' 0600IREINSTALL FIELD FENCE \ 11.0001 1 ~ _ I ISTA I 1.0 -----------------------------------..------------------------------------------- 12519-3300147 FENCE, i i i 0610lFIELD, TYPE 47 I 80.8001 I I ,STA I I ------------------------------------------------------------------------------- i2519-3300500 FENCE, i i i 0620 I SAFETY I 5,700 I I , I STA I I ------------------------------------------------------------------------------- \2519-3750024 GATE, i I i 0630lFIELD FENCE, 24 FT, I 2,0001 I I I EACH I , ------------------------------------------------------------------------------- i 2520-3350010 FIELD i i i 06401 LABORATORY I 1 ,0001 I I I EACH I I ------------------------------------------------------------------------------- PROPOSAL SCHEDULE OF PRICES Page: 7 ******************************************************************************* Vendor No,: :__'__.__.__.__: Bid Order No.: 107 Proposal 10 No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M, Primary County' JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED. -----~----------------------------------------~----------------------.----_.--- i i Item i Unit Price i Bid Amount Line Item Number Ouantity ---------------- -------------- NO! Item Description ! and Uni t ! Dollars : Cts ! Dollars ICts ------------------------------------------------------------------------------- '2524-9325001 TYPE A' , , 0650 I SIGNS, SHEET ALUMINUM I 111. 250 I I , ,SF" ------------------------------------------------------------------------------- '2525-0000100 TRAFFIC' , , 06601 SIGNALIZATION- : lLUM~ I LUMP I I I I I ---------------------------------------------------------------------------.--- '2527-9263117 PAINTED I , , 0670lPAVEMENT MARKINGS, 1 164,7001 1 ,DURABLE ,STA , , ------------------------------------------------------------------------------- i 2527-9263130 REMOVABLE i i i 0680, TAPE MARKINGS I 22.0001 I , ,STA, I ------------------------------------------------------------------------------- '2527-9263143 PAINTED I , , ';;:', 0690lSYMBOLS AND LEGENDS, I 25,0001 1 Q ~ _____~~~~~~:~__________________~~~:~___________~________________~_____~~~~_~ -rl '2527-9263180 PAVEMENT ' , '0-< N ;::= 0700IMARKINGS REMOVED I 29.1001 I :;!s::-: - ill I ISTA I I - 'h-, :.q-\ I I I . I __~ I" ....- 1........1 - - - - - - - - - -.... - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,=:;;. .--'~- - - ';'- -........:. /'-... ..... i 2528-8400256 TEMPORARY i i i ~o' ;- 0710lTRAFFIC SIGNALS I 1.0001 1)::-' 0 , ,EACH" ------------------------------------------------------------------------------- '2528-8445110 TRAFFIC I , , 07201 CONTROL ILUMP 1 LUMP 1 I I I I ------------------------------------------------------------------------------- i 2528-8445112 FLAGGERS i i i 07301 I 10.00 I 225.00000, 2,250.00 , ,DAY" ------------------------------------------------------------------------------- '2529-5070110 PATCHES, ' , , 0740IFULL-DEPTH FINISH, BY I 186_6001 I ,AREA ,SY, , ----------------------------------------------------..-------------------------- '2529-5070120. PATCHES, I , I 07501 FULL -DEPTH F INI SH, BY I 8.000 I I , COUNT I EACH , , ------------------------------------------------------------------------------- I PROPOSAL SCHEOULE OF PRICES Page: 8 ******************************************************************************* Vendor No,: :__.__'__'__.__: Bid Order No,: 107 Proposal 10 No,: 52-3715-620 Letting Oate: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRAOE ANO NEW 10:00 A,M. Primary County: JOHNSON UNIT BIOS MUST BE TYPEO OR SHOWN IN INK OR THE BID WILL BE REJECTED. ------------------------------------------------------------------------------- i . i Item i Unit Price i Bid Amount Line Item Number Quantity ---------------- -------------- NO! Item Description ! and Unit ! Dollars : Cts ! Dollars :Cts ------------------------------------------------------------------------------- '2533-49B0005 ' , I 07601 MOBILIZATION 1 LUMP 1 LUMP I I I I I ------------------------------------------------------------------------------- , 2598 -0993700 ' , , . I . I I I 0770ICORPORATION S-TOP, 2 IN, I; 1.0001 I , ,EACH" ------------------------------------------------------------------------------- '2598 -1980200 CURB STOP r r , I I I I 0780lAND VALVE BOX, 2 IN. I 1.0001 I I ,EACH" ------------------------------------------------------------------------------- '2598-8504160 VALVE' , , I 'I I I 07901 BUTTERFLY , 16 IN. I 1.0001 I '6 -----~-------------------------~:~:~-----------~----------~--___~____I:~___~_~_ 4 r.... :;:::" i 2598-8805606 WATER MAIN'1 i i:;; =:'; :::.::j =:D 08001 DUCTILE IRON, 6 IN. I 10.000, I n -~ N , LF - ~ - , 1 r" ----:'0.." .--1'1 -----~;~~;=;;~~~~~--~~~~~-~~~~~~---------------~----------------~-----:~-Q~--~ t=; 08101 DUCTILE IRON, 16 IN. 1 458.0001 1 ~>c:: 7- , ,LF" , F':;:- ------------------------------------------------------------------------------~ , 2598 -8821200 WATER' , , I I I I 0820lSERVICE PIPE, COPPER, 2 I 70,0001 I ,IN,' ,LF , , ------------------------------------------------------------------------------- '2598-8821612 WATER' , , 0830IVALVE, GATE MECHANICAL 1 1.0001 1 ,JOINT, 12 IN., ,EACH , , ------------------------------------------------------------------------------- '2599-6300145 POSTS' , , I 'I I I 08401 STEEL, AS PER PLAN I 12,0001 I , ,EACH, I ------------------------------------------------------------------------------- '2599-9999005 ( , EACH" , I 08501 ITEM) ABANDON SANITARY 1 1.0001 I ,MANHOLE , EACH 1 , ------------------------------------------------------------------------------- , 2599 -9999005 ( , EACH" , , 08601 ITEM) ABANDON WATER 1 2,0001 1 , SUPPLY WELL I EACH , , ------------------------------------------------------------------------------- PROPOSAL SCHEOULE OF PRICES Page: 9 ******************************************************************************* Vendor No,: :__'__'__'__'__: Bid Order No_: 107 Proposal 10 No,: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE ANO NEW 10:00 A.M. Primary County, JOHNSON UNIT BIOS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, ------------------------------------------------------------------------------- , i Item i Unit Price i Bid Amount Linel Item Number Quantity ---------------- -------------- NO! Item Description ! and Unit ! Dollars : Cts .! Dollars :Cts ------------------------------------------------------------------------------- , 2599 -9999005 ( 'EACH" , , 0870ilTEM) FIRE HYDRANT WITH i 2.000\ I ,AUXILIARY VALVE ,EACH 1 , ------------------------------------------------------------------------------- '2599-9999005 ( 'EACH' J , , 08801ITEM) SANITARY SEWER I 21.0001 I - ,MANHOLE BASE, 48 IN. DIA" EACH , I ------------------------------------------------------------------------------- '2599-9999005 ('EACH' I , , 08901ITEM) SANITARY SEWER 1 6.0001 I~, ,MANHOLE BASE, 60 IN, DIA.,EACH I , __ ,~ --------------------------------------------------------------------(O}-----~-- , 2599 -9999005 ( 'EACH" , , Z 0 ?" 09001 ITEM) SANITARY SEWER I 5,0001 I )> --~;:i I! I I I I r) -- N .-- ,MANHOLE BASE, 72 IN, DIA"EACH 1 , "- ._! -:J ,--: ,-r" --- --- -- - --- - - - --- - -- ---- -- --- - - - -- - -- - - -- - - - --- -- - - -- - ---~ -- --- - -- --"'-<..-,~-- -- - -- ; I 1 '2599-9999009 ( 'LINEAR 1 I J . ii, -0 ;--1 I , I I I-=" '-.j 0910,FEET ITEM) ABANDON I 440.0001 I q~:::: r I SANITARY SEWER PIPE, 8 ,LF I ,.;.:: r I IN. DIA, , , I)> 0 -----------------------~------------------------------------------------------- '2599-9999009 ( 'LINEAR ' , , 09201FEET' ITEM) DROP I 12,6001 I i CONNECTIONS AT MANHOLES, i LF i i ,12IN.DIA. , , , ------------------------------------------------------------------------------- '2599-9999009 ( 'LINEAR ' J , 09301FEET' ITEM) DROP I 10,1001 I ICONNECTIONS AT MANHOLES, ILF I 1 ,18 IN, DIA. , 1 I -----------------------~------------------------------------------------------- '2599-9999009 ( 'LINEAR ' I , 0940' FEET' ITEM) DROP I 4.5001 I 1 CONNECTIONS AT MANHOLES, I LF I I ,8 IN, DIA, 1 , , ------------------------------------------------------------------------------- '2599-9999009 (, LINEAR I , , 09501FEET' ITEM) REMOVE 1 12_0001 1 ,SANITARY SEWER PIPE ,LF . , , -------------------------------------------------------------------~----------- '2599-9999009 ( 'LINEAR ' , J 09601FEET' ITEM) SANITARY I 226,200\ I ISEWER MANHOLE RISERS, 48 ILF I . I ,IN, DIA, , 1 I -------------------------------------------------------------------~----------- PROPOSAL SCHEDULE OF PRICES Page: 10 ******************************************************************************* Vendor No.: 1__,__.__,__.__: Bid Order No,: 107 Proposal 10 No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M, Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED. ------------------------------------------------------------------------------- . i i Item i Uni t Price ' Bid Amount Line Item Number Quantity ----------------1----__________ NO! Item Description ! and Unit ! Dollars : Cts ! Dollars :Cts ------------------------------------------------------------------------------- '2599-9999009 ( 'LINEAR ' , , 09701FEET' ITEM) SANITARY I 119.0001 I I SEWER MANHOLE RISERS, 60 I LF I I ,IN, DIA, , , , ------------------------------------------------------------------------------- '2599-9999009 (' LINEAR ,- '- , 09801 FEET' ITEM) SANITARY 1 110,0001 1 ISEWER MANHOLE RISERS, 72 ILF I I , IN. DIA. , , , ------------------------------------------------------------------------------- '2599-9999009 ( 'LINEAR ' , , 09901FEET' ITEM) SEWER PIPE,. I 360.0001 1 I SANITARY, BORE AND JACK, I LF I I ,30 IN, DIA, , , , -, ----------------------------------------------------------------------------Cj-- i 2599~9999oo9 ( 'LINEAR i i i S2 ~. 10001 FEET ITEM) SEWER PIPE, I 140.0001 I ::::_ 0. ---u --.--. I SANITARY , DUCTILE IRON, ILF I I -~=~ ~ .~ ,30 IN, OIA, , I , C_r _ _ ----------------------------------------------------------------------~c,~----- i-rl '2599-9999009 ( 'LINEAR ' I , '" \-,-, :.<=! n I , I I I - -0 ~- \_../ 1010lFEET ITEM) SEWER PIPE, I 3,431.0001 I ;270: =- ,SANITARY, 12 IN, OIA, ,LF , ., <: ::. ----------------------------------------------------------------------~-----CJ I i 2599 -9999009 ( 'LINEAR i i i I 10201FEET' ITEM) SEWER PIPE, I 2,763,0001 I ,SANITARY, 18 IN, OIA, ,LF I , ------------------------------------------------------------------------------- '2599-9999009 ( 'LINEAR I , , 1030IFEET' ITEM) SEWER PIPE, I 3,868,1001 1 ,SANITARY, 30 IN, OIA. IlF , , ------------------------------------------------------------------------------- 12599-9999009 ( 'LINEAR ' , I 1040IFEET' ITEM) SEWER PIPE, 1 151.0001 1 ,SANITARY, 8 IN, DIA. ,LF I , ------------------------------------------------------------------------------- '2599-9999009 ( 'LINEAR ' I , 1050IFEET' ITEM) SEWER I 12,0001 1 I SERVICE SANITARY, 6 IN. I LF I I ,DIA, I , , -----------------------------------------------------~------------------------- PROPOSAL SCHEDULE OF PRICES Page' 11 ******************************************************************************* Vendor No.: l__,__,__,__,__l Bid Order No,: 107 Proposal 10 No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M, Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED. ~------------------------------------------------------------------------------ , i Item i Unit Price i Bid Amount Linel Item Number Quantity ---------------- -------------- NO! Item Description ! and Unit ! Dollars I Cts! Dollars ICts ------------------------------------------------------------------------------- '2599-9999009 (, LINEAR ' , , 1060IFEET' ITEM) WATER MAIN, 1 208,0001 1 IBORE AND JACK, 16 IN. I LF I I IDIA. , , I ------------------------------------------------------------------------------- '2599-999901-0 (' LUMP ': ' , 1070ISUM' ITEM) EXISTING LIFT iLUMP !LUMP I I STATION CONNECTION STA I I I ,64+15.93 , , , ------------------------------------------------------------------------------- i 259;-9999010 (' LUMP i i i ,-, 10801 SUM ITEM) EXISTING I LUMP I LUMP I -00- ~ I MANHOLE CONNECTION STA I I I S?: (J ::,; _ 11+00 , , , ~-::c>, -1 \1 . >' .-) ,'- --::::. -- - --1 ;~~~=~~~~;~; - -(: ~~~~ - - - --1- --- - --- - - --- --1- -- -- ---- --- --- -1- - -7ti~~--;:: - <n 10901SUM' ITEM) EXISTING I LUMP ,LUMP I ~-;::~ -:::': 'CJ IMANHOLE CONNECTION STA I I I n~') ~ 180+00 I I I '-:;;'/'.- ...--: ...- -----~;~~~=~~~~;;;--(:~;~~:----~---------------~----------------~-----j?-----C; 11001 ITEM) TRENCH I 700,0001 I !STABILIZATION MATERIAL !TON ! ! ------------------------------------------------------------------------------- i 2601-2634100 MULCHING i i i 11101 I 24.43 I 350,000001 8,550,50 , ,ACRE" ------------------------------------------------------------------------------- i 2601-2636018 WETLAND i i i 1120lGRASS SEEDING 1 0.5001 I , ,ACRE, I ------------------------------------------------------------------------------- '2601-2636043 SEEDING ' , , 1130lAND FERTILIZING (RURAL) 1 23,3701 I I ,ACRE, I ------------------------------------------------------------------------------- '2601-2636044 SEEDING ' , , 1140lAND FERTILIZING (URBAN) I 1.0601 I I IACRE I , ------------------------------------------------------------------------------- i 2601-2638351 SLOPE i i i 1150IPROTECTION, WOOD I 3,880,0001 I ,EXCELSIOR MAT (RC-14) ,SQ , , ------------------------------------------------------------------------------- PROPOSAL SCHEDULE OF PRICES Page: 12 ******************************************************************************* Vendor No,: :__'__'__'__'__: Bid Order No.: 107 Proposal 10 No,: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M, Primary County, JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED. ------------------------------------------------------------------------------- i ' Item i Unit Price . i Bid Amount Line Item Number I Quantity ---------------- -------------- NO! Item Description ! and Unit ! Dollars : Cts ! Dollars ICts ------------------------------------------------------------------------------- i 2601-2640350 SPECIAL i i i 1160lDITCH CONTROL, WOOD 1 55.0001 I ,EXCELSIOR MAT 1 SQ 1 1 ------------------------------------------------------------------------------- 12601-2642100 1 1 1 1170ISTABILIZING CROP - I 17,3801 I - ISEEDING AND FERTILIZING IACRE 1 1 ------------------------------------------------------------------------------- i2602-0000020 SILT FENCE i i i n 11801 I 7,280,000, I <5 c.~'. I ,LF 1 1 :z_0 -,:-~ -;\ ........................................................................................................................................ -\.::,,-':=,"" ~--'- - --- '2602-0000030 SILT FENCE 1 1 , '-': r0 - 1190lFOR DITCH CHECKS 1 2500001 I G',r-, - \"\\ 1 I' I I -'--,- -0 'r--', I I LF I I ;:"<- 'r~r-\ . -~ \ j ------------------------------------------------------------------------~~~---~: - -''-'\ ...... ~ .- 12602-0000060 REMOVAL OF 1 1 I ,~-)~-';. 1200ISILT FENCE I 7,280,000\ I ~ ~ 1 1 LF 1 1 ------------------------------------------------------------------------------- '2602-0000070 REMOVAL OF 1 1 , 1210lSILT FENCE FOR DITCH I 250.0001 I 1 CHECKS ILF , 1 ------------------------------------------------------------------------------- i 2602.0000090 CLEAN-OUT i i I 1220,OF SILT FENCE I 7,280.0001 , 1 1 LF 1 1 ------------------------------------------------------------------------------- 12602-0000100 CLEAN-OUT ' I , 123010F SILT FENCE FOR DITCH 1 500.0001 I ,CHECK 1 LF 1 1 ------------------------------------------------------------------------------- 1 1 ! SECTION 0001 TOTAL ! ------------------------------------------------------------------------------- 1 1 ! TOTAL BID ! ------------------------------------------------------------------------------- PROPOSAL AODENDUM INFORMATION Page: 13 ******************************************************************************** Bid Order No,: 107 Proposal ID No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M. Primary County: JOHNSON -------------------------------------------------.----------------------------- When this proposal is used for bidding purposes and submitted with the proper Bidding Document, any and all items on seperate documents added to this proposal by addendum must be also be inc1uded_ Only the bid proposal holders receive addendums issued for this proposal and responsibility for notifying any potential subcontractors or suppliers remains with the bid proposal holder. -----.---------------------------------------------------------------------.--- - r---' , , 9 ,.-~, '-'-' :c' -2.:0 --ry 11 ):> :--0 -, 0 - , N r-- - I -'ie") '--1 .-;,' ~ - --tJ ~ \ , -. '- rll ;--1, , , Q~~ '...-'" r :.:-:: ~ )> c:> PROPOSAL SPECIAL PROVISIONS LIST Page: 1 ******************************************************************************** Bid Order No. , 107 Proposal ID No,: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M, Primary County: JOHNSON ------------------------------------------------------------------------------- Note Description ------------------------------------------------------------------------------- DBE--2oo3 STATE OF IOWA 2003 DIRECTORY OF CERTIFIED DBE'S DBE-030520 AMENDMENT TO THE 2003 ANNUAL DIRECTORY OF CERTIFIED DBE'S FHWA-1273,02 REQUIRED CONTRACT PROVISIONS - FEDERAL-AID CONSTRUCTION GS-01oo4 GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION IA02-1. 2 HIGHWAY WAGE RATES: I A020001 STATEWIDE (EXCEPT SCOTT COUNTY) SP-016044 TRENCH EXCAVATION AND BACKFILL FOR SANITARY SEWER AND WATER . : MAIN JOHNSON COUNTY STP-U-3715(620)--70-52 SP-016045 - WATER MAIN JOHNSON COUNTY STP-U-3715(620)--70-52 SP-016047 WATER SERVICES JOHNSON COUNTY STP-U-3715(620)--70-52 SP-01604B SANITARY SEWERS JOHNSON COUNTY STP-U-3715(620)--70-52 SP-016049 SANITARY SEWER AND WATER MAIN BORING AND JACKING JOHNSON COUNTY STP-U-3715(620)--70-52 SP-016050 MODIFICATIONS TO GENERAL REQUIREMENTS AND COVENANTS JOHNSON COUNTY STP-U-3715(620)--70-52 005.2103 A FUEL ADJUSTMENT FACTOR WILL BE APPLIED TO PAYMENTS ON THIS CONTRACT PER SECTION 2103 OF THE STANDARD SPECIFICATIONS 410,11 A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN DEVELOPED FOR ONE OR MORE PROJECTS ON THIS CONTRACT 500,02 WINTER FREE TIME WILL NOT BE PERMITTED EXCEPT FOR EROSION CONTROL WORK 660.26 TRAFFIC SIGNALIZATION - SPECIALTY ITEM 670.12 PRIME CONTRACTOR SHALL PERFORM NOT LESS THAN 30% OF CONTRACT ~--' '- , c5 ,~ ~,o ........;.0 --. :!-...." ::'-<'1 -T1 i?~' ::-.J j - - r' . r'-' , ) - =-:'. (-:1 1'1 .:-<F. --u --, r;;)~ -- ,-.-j ...~/..... .r- -So. ""~-- ~ )> c:> PROPOSAL SPECIAL PROVISIONS TEXT Page: 1 ******************************************************************************** Bid Order No., 107 Proposal 10 No.: 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A.M, Primary County: JOHNSON ---------------------------------------------------------------------.--------- Note Description ---------------------------------------------------------.--------------------- DBE--2oo3 January 14, 2003 STATE OF IOWA 2003 OIRECTORY OF CERTIFIED DISADVANTAGED BUSINESS ENTERPRISES DBE-030520 AMENDMENT TO THE STATE OF IOWA 2003 DIRECTORY OF CERTIFIED DISADVANTAGED BUSINESS ENTERPRISES (THIS LiSTING IS ATTACHED ONLY TO BIDDING DOCUMENTS THAT HAVE AN ESTABLISHED DBE GOAL, AND IS ALSO AVAILABLE UPON REQUEST.) FHWA-1273,02 March 10, 1994 REQUIRED CONTRACT PROVISIONS - FEDERAL-AID CONSTRUCTION CONTRACTS ~J (EXCLUSIVE OF APPALACHIAN CONTRACTS) __ ~,; o ~,J GS-01oo4 Apri 1 15, 2003 ~~Q, :~ ----1\ ,~-- , -- GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONST~CTION~ ;--- ( i __ ~_... :;""':,r'-. \ \ IA02-1. 2 December 20, 2002 -:<;-~ --<1'-\ PREOETERMINEO WAGE RATE - GENERAL OECISION NUMBER I A020001 -_':'j::~ '~j FOR HEAVY AND HIGHWAY CONSTRUCTION -- STATEWIDE (EXCEPT SCOTT COUNiy~: ~ NOTE: THE CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS AND S; ;- IS RESPONSIBLE FOR IDENTIFYING WHICH ZONE(S), AS DEFINED C) IN THE PREDETERMINED WAGE RATE SPECIFICATION, APPLY TO THE WORK ON THE CONTRACT, *** ADDITIONAL REQUIREMENT *** THE PRIME CONTRACTOR SHALL SUBMIT CERTIFIED PAYROLLS FOR ITSELF AND EACH APPROVED SUBCONTRACTOR WEEKLY TO THE PROJECT ENGINEER, THE CONTRACTOR MAY USE THE IOWA D,O.T, CERTIFIED PAYROLL FORM OR OTHER APPROVED FORM, THE CONTRACTOR SHALL LIST THE CRAFT FOR EACH EMPLOYEE COVERED BY THE PREDETERMINED WAGE RATES. THE PRIME CONTRACTOR SHALL SIGN EACH OF THE SUBCONTRACTOR'S PAYROLLS TO ACKNOWLEDGE THE SUBMITTAL OF THE CERTIFIED PAYROLL. SP-016044 May 20, 2003 SPECIAL PROVISIONS FOR TRENCH EXCAVATION AND BACKFILL FOR SANITARY SEWER AND WATER MAIN *** INTENDED FOR: JOHNSON COUNTY STP-U-3715(620)--70-52 *** SP-016045 May 20, 2003 SPECIAL PROVISIONS FOR WATER MAIN *** INTENDED FOR: JOHNSON COUNTY STP-U-3715(620)--70-52 *** PROPOSAL SPECIAL PROVISIONS TEXT Page' 2 ******************************************************************************** Bid Order No,: 107 Proposal ID No, : 52-3715-620 Letting Date: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRADE AND NEW 10:00 A,M, Primary County: JOHNSON ------------------------------------------------------------------------------- Note Oescription ------------------------------------------------------------------------------- SP-016047 May 20, 2003 SPECIAL PROVISIONS FOR WATER SERVICES ... INTENDED FOR: JOHNSON COUNTY STP-U-3715(620)--70-52 ... SP-016048 May 20, 2003 SPECIAL PROVISIONS FOR SANITARY SEWERS ... INTENDED FOR: JOHNSON C{)UNTY STP-U-3715(620)--70-52 ... SP-016049 May 20, 2003 SPECIAL PROVISIONS FOR SANITARY SEWER AND WATER MAIN BORING AND JACKING ... INTENDED FOR: JOHNSON COUNTY STP-U-3715(620)--70-52 ... SP-016050 May 20, 2003 SPECIAL PROVISIONS FOR MODIFICATIONS TO GENERAL REQUIREMENTS AND COVENANTS COVENANTS ... INTENDED FOR: JOHNSON COUNTY STP-U-3715(620)--70-52 ..~~; 0 c-' ~~ 005,2103 -f:o -oj II ... FUEL ADJUSTMENT ... J":=j --' -' C2-~ N ,- - 1__-- A FUEL ADJUSTMENT FACTOR WILL BE APPLIED TO PAYMENTS ON THIS CONTRACT ~ i \ IN ACCORDANCE WITH SECTION 2103 OF THE STANDARD SPECIFICAITONS. ~.~ :q '-, , , ?-\~ '~J ...~/.... r 410,11 .~ .. ~:- r ... STORM WATER POLLUTION PREVENTION PLAN ... )> 0 A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN DEVELOPED BY THE CONTRACTING AUTHORITY FOR ONE OR MORE PROJECTS ON THIS CONTRACT, SEE THE PROJECT PLANS FOR SPECIFIC STORM WATER POLLUTION PREVENTION PLAN DETAILS. 500,02 ... WINTER WORK ... EXCEPT FOR THE EROSION CONTROL WORK REQUIRED FOR THIS PROJECT, THE FREE TIME ALLOWED BETWEEN NOVEMBER 15 AND APRIL 1 WILL NOT BE PERMITTED, THE CONTRACTOR SHALL WORK DURING THE WINTER ON ALL WORKING DAYS AS DEFINED IN 1101.03 'WORKING DAY', PROPOSAL SPECIAL PROVISIONS TEXT Page: 3 ******************************************************************************** Bid Order No. : 107 Proposa 1 IO No.: 52-3715-620 Letting Oate: May 20, 2003 Primary Work Type: PCC PAVEMENT - GRAOE ANO NEW 10,00 A.M, Primary County: JOHNSON ------------------------------------------------------------------------------- Note Oescription ------------------------------------------------------------------------------- 660, 26 ... SPECIALTY ITEM ... THE BIO ITEM 'TRAFFIC SIGNALIZATION' IS CONSIDERED A SPECIALTY ITEM FOR THIS PROJECT. WHEN PERFORMED BY SUBCONTRACT, THE COST OF THIS SPECIALTY ITEM SO PERFORMED BY SUBCONTRACT MAY BE DEDUCTED FROM THE TOTAL COST BEFORE COMPUTING THE AMOUNT OF WORK REQUIRED TO BE PERFORMED BY THE PRIME . CONTRACTOR WITH HIS/HER OWN ORGANIZATION. REFER TO ARTICLE 1108,01 OF THE STANDARD SPECIFICATIONS, 670.12 ... SUBLETTING OF CONTRACT ... REPLACE THE FIRST PARAGRAPH OF STANDARD SPECIFICATIONS ARTICLE 1108.01 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 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. ,-." 0 " ,__J ~ s,---, :-.~ ""'-- '- ~ ~:-_,.. --- -v il .... - 7J n - , N --- - ~~ -, , - ,/ iT1 .-< ,-- --0 - I' -, ~5;:~. -- ',~__...i ."..--./ , .r- ~ -- C) I SP-016044 (NEW) I;~ Iowa oepartmentot Transportation ~ SPECIAL PROVISIONS for - TRENCH EXCA VA TION AND BACKFILL FOR SANITARY SEWER AND WATER MAIN Johnson County STP-U-3715(620)--70-52 r--' .-':) Q c." <->-' :2:C;. ~'" --r-, .'-, ~0 -." ~..-. -"\ :::0 I, (j-< N ,- - , :.- ': c: ~1 .7"<F-: -,;J : I ~, ;'--:::::,:- _I ::z ,-.j '--'~- r- <:/...... Effective Date ~- ~ May 20, 2003 )> - THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP-016044 Page 2 of6 DESCRIPTION. This Special Provisions covers the work of trench excavation and backfill for sanitary sewer and water main construction and services. SECTION 02220 EARTII 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. lOOT Standard Specifications. 1.03 QUALITY ASSURANCE: c-'> , ~ ':0 -- c' A. Whenever a percentage of compaction is indicated or specified, use percent Of~]IIIl detlsity at optimwn moisture as determined by ASTM 0698-91, unless noted otherwise, "i'; ",-", ~,g }l -< N B. Borrow sites and materials shall be approved by the Engineer prior to use, () - :=:;r -Ti ,~- , ' .:-........rn --0 -\ PART 2 . PRODUcrs ;J~~ ~J - 2.01 MATERIALS: ...2: ~ )> - A. Granular backfill material shall consist of Class A Crushed Stone, lOOT Standard Specification Section 4120.04 and Section 4109, Gradation No. II. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this docwnent, the work in this section will conform to the following divisions and sections of the lOOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. All sections Division 24, Structures. Section 2402. Excavation for Structures. SP-016044 Page 3 of6 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 minimmn of 9 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, 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 'O"lter entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appwtenances 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 dairuige to pavements, other surfaces, or property, Provide suitable temporary pipes, flmnes, or@nnels for-Water that may flow along or across the work site, :;': 0. ~ -T\ ".? -~ \ ,--' -- C, Take all precautions necessary to prevent damage to the work by rain or by water entering.lI1i ~te, ~fuer -:; water enlly be overland or by groundwater, 2. D .." '..:.-\ - c: ~ :::: ........j 3.04 TRENCH EXCAVATION: rj =,~ r- ....... /.... .' .c...". -<:.. ~ A. General )7 -=- 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 ofhand tools, just before placing pipe. Hand shape bell holes and form a flat or shaped bottom, true to grade, so that pipe will have a uniform and contiouous bearing. Support on firm and undistwbed 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 during non-working hours and when not working in immediate area. 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 I foot ahove top of pipe, 3, Refer to plans for allowable trench widths within the pipe envelope for various types, sizes and classes of pipe. SP-Q16044 Page 4 of6 D. Trench Excavation in Fill I. Place fill material to final grade or to a minimwn 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 maxirnwn consolidation of materiallmder pipe location, Excavate pipe trencb as though in Imdisturbed material. E, Excavation Near Existing Structures I. Discontinue digging by machinery when excavation approaches pipes, conduits, or other . 'lmdergrolmd structures, Continue excavation .by use. of band tools. 2. Excavate exploratory pits when location of pipe or other Imdergrolmd structure is necessary for doing work properly, F, Disposal of Unsuitable Soil I. The Contractor sball notify the Engineer and Iowa Department ofNaluIlll Resources (DNR) if soil contamination is fOlmd or suspected during excavation. 2. Soil disposal and remediation method sball be an option outlined in the !DOT 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, ~, c ~ ~ .-' ) 3, Disposal site to be provided by the Contractor and approved by the Engineef'kd-iowa 'J5'NR. <c~ '- , '-" II -j:? :: \ :;..:J 4. Contractor is responsible for completing and filing all necessary Federal, ,State:andrlllcal :-:= . -_..,J _ _ . government agency forms and applicanons. ::::-! ( :. n--l . ,.- , .~::... \1; -0 I,-~ O. Care of Vegetation and Property ?'i 2-' -< ....j "_'_ /', J::" ~.~ .' I. Use excavating machinery and cranes of suitable type and operate with care to Prevent infi.!iY to trees, particularly to overhanging branches and limbs and Imdergrolmd root systems. 2. All branch, limb, and root cuttings sball be avoided. When required, they sball beperfonned ,Smoothly and neatly without splitting or crushing. Trim injured portions by use of a chainsaw or loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or tom edges on any roots I" or larger in diameter or on any branches. Frayed edges sball 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 andlor equipment are to be stored, piled, or parked within the trees' drip line. 4. Excavators and loaders used on brick surfuces 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 bave been damaged by the Contractor's operations to a condition at SP-016044 Page 5 of6 least equal to that in which they were fOood before work commenced Use suitable materials and methods for restoration. 7. Aerate all grassed and planter areas compacted by construction activities, 8. Utility lines, including drainage tiles, encoootered shall be restored in one of 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. b. Connect drainage tiles to nearest stonn sewer, The Contractor shall docwnent the location and elevation of any utility lines encoootere<i The Contractor shall notify the Engineer whenever a utility is encoootered 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. Pennanent 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 selVices are in the excavation or disturbed area, the Contractor shall replace the existing lead or galvanized piping with new I-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 commencement of the work. 3, When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two bours. 4. Water service pipe shall be type k soft copper. ...., ,-0 - = 3.05 ROCKEXCAVATION: ~() ~~ -\I -r;:::i -;;0 A Rock excavation will be considered Class 12 Excavation as defined in !DOT Standard-Sp";;ifica1ion - ,- , Section 2102.02. ~-.:, ~.~ - ,:-'n /" -- \ ;:"-:~ 'n-t :g ----\ B. Explosives shall not be used for rock excavation. n'J.' -.: '-..1 ~/..... ""';. '~ ~ ~ 3.06 BACKFILLING: )7 - 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. Remove and dispose of excess excavation. B. Backfilling Excavations 1. Begin backfilling as soOn as practicable and proceed ootil complete, 2. Material and Compaction SP-016044 Page 6 of6 a. Paved Areas: Under and within 5 feet of paved surfaces, including streets, sidewalks and driveways, backfill shall consist of suitable job excavated materials placed in 9-in. lifts compacted to 90"10 Standard Proctor Density. b. All other areas: Backfill shall consist of suitable job excavated material placed in 9-in. lifts compacted to 90% Standard Proctor Density. c. Do not place stone or rock fiagment 1arger!ban 2 inches within 2 feet of pipe nor 1arger !ban 12 inches in backfill. Do not drop large masses of backfill material into trench. d. Moisture conditioning may be required to achieve proper compaction. Backfill soils should be at -I to +3 percent optirmnn moisture as determined by Standard Proctor Test (ASTM D'{)98) for cohesive soils and B percent optimum moisture for well- graded granular soils. C. Backfilling Around Structures I. 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 A void 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. 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 Procto'(3ensity. ili :2:0 ~ ): -' ---0 PART4-MEASUREMENTANDPAYMENT ..'. _) ::0'" II o N .- --4 C:-' - '," 4.0J SCOPE OF MEASUREMENT AND PAYMENT: .-...::--- -u ' . I _ C~~ .-, ,---,....-!-- ~- ,J A. The Contractor shall accept the compensation as berein provided as full payment for fumishitiginaterials, labor, tools and equipment and for performing work under the contract; also, for costs .fr;sing,frol!ithe action of the elements, or from any unforeseen difficulties which may be encoun~ during-the execution of the work and up to the time of acceptance. B. A separate pay item for trench excavation and backfill is not provided for this work, it is to be considered incidental to other bid items and no separate payment will be made. SP-016045 (NEW) ~, Iowa oepartmentof Transportation SPECIAL PROVISIONS for WATER MAIN' - Johnson County STP-U-3715(620)--70-52 r--_'" c.' 6 ~~ '-"' ~o ~ '--0 ------n )7_\ ::;:::J ../ !") - C' - 1 ::::\~; -n :<C~ -u ~~ I', ~- \....1 =:JJ ~ \ - - .r::- ~/....... :'-2 ~ )> - Effective Date May 20, 2003 ' - THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP-016045 Page 2 of 16 DESCRIPTION. c- ~'? 6 c.c' This Special Provisions covers the work of water main construction. <---' ::;:0 "Y"" -:-"J --n >/-':::::-\ :.T.J -<: - N ~- C) - ; SECllON 02660 ::::'1C} rr1 --< ,- --0 '-, -. ~ r-r: -- \....J --. WATER DlSTRIBUllON ,-..... -- ~ --d- /~, ..,. ~- r" )? - PART 1 - GENERAL - J.OJ SUMMARY: A Funtisb, install and test water distribution system as indicated and specified. J.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 Engineer 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 Water Division I. Tap Installation, Metering Policies & Charges and General Information. C. American National Standards Institute and American Water Works Combined Standards: I. ANSIIAWW A-<::I 04/A21.4: Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water 2. ANSIIA WW A-<::105/A21.5: Polyethylene Encasement for Ductile-Iron Pipe Systems 3. ANSII A WW A-<:: II 0/ A21.1 0: Ductile-Iron and Gray-Iron Fittings, 3-inch through 48-incb, for Water and Other Liquids 4, ANSIIAWWA-<::I I I1A21.1I: Rubber-GasketJoints for Ductile-Iron Pressure Pipe and Fittings 5. ANSII A WW A-<:: 150/ A21.50: Thickness Design of Ductile-Iron Pipe 6. ANSIIAWWA-<::15I1A21.51: Ductile-Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSIIA WW A-<::153/A21.53: Ductile-Iron Compact Fittings, J-inchthrough 24-incb, and 54- inch through 64-inch for Water Service 8. ANSII A WW A C502: Dry-Barrel Fire Hydrants 9. ANSIIAWWA C504: Rubber-Seated Butterfly Valves 10. A WW A C509: Resilient-Seated Gate Valves for Water Supply Service. SP-016045 Page 3 of 16 II. ANSII A WW A C5l 0 Double Check Valve Backflow-Prevention Assembly 12. ANSII A WW A C511 Reduced-Pressure Principal Backflow-Prevention Assembly 13. ANSII A WW A C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSIIA WW A C600"': Installation of Ductile-Iron Water Mains and Their Appurtenances 15. ANSIIA WW A C651"': Disinfecting Water Mains 16. ANSIIA WW A C900: Polyvinyl Chloride (pvq Pressure Pipe, 4-inch through 12-inch for Water Distribution - D. American Water Works Association: I. A WW A Manual M23 "': PVC Pipe-Design and Installation 2. A WW A Manual MI7"': Installation, Field Testing, and Maintenance of Fire Hydrants E. American Society for Testing Materials: I. ASTM 02241 F. Manufacturers Standardization Society: I. MSS-SP-58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS-SP'{)9 Pipe Hangers and Supports Selection and Application G. Urn-Bell PVC Pipe Association: I. UNI-B-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (pVC) Pressure Pipe (nominal diameters 4-36 inch) complying with A WW A Standard C-900 or C-905. J.03 SUBMJITALS: A Submit to the Engineer the following drawings or details for approval prior to instsllation. One copy of each with the approval stamp shall be kept at the work site at all times. ...-' 6 ~, B. Shop and Working Drawings: "--' '-'-' 20 :rr>- )>~1 ---0 11 I. Pipe layout with valves, fittings and hydrants shown ~-O --<"' r, N --- , , - 2. Valves -i'_-' ~n ~l--, [C, -u ,-' --j '--oj 3. Hydrants /"-..,:::.-. </' .r::- )> ~ 4. Fittings - 5. Bolts 6. Joints SP-016045 Page 4 of 16 7, Tapping sleeves, couplings, and special piping materials, 8. Polyethylene 9. Thrust block designs and details 10. Special backfill C. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. D. Manufacturer's Literature: I. Catalog cuts of joinl.5, couplings, harnesses, expansion joints, gaskets, fasteners and other - accessories. 2. Brochures and teclmical data and coatings and linings and proposed method of application. E. 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. J.O-l QUALITY ASSURANCE: A. Engineer reserves the right to inspect and test by independent service at manufucturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation. J.05 TJME: A. Time is of the essence for water main construction work. AIl work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or serviCes are supplied by the Division are listed below. Serve notice to the Water Division at 356-5J(i0. ~ S 0 :;-. ~-- --0 I. For tapping service, provide 24 hours notice. J> :=:. : ",'J I 1 2. For notice to customers of disruption of water service, provide 48 hours noti@ ~ r:::. ;-- 3. For review, comments, and approval of plans of operation, provide 3 days notic{.-~-n 4. For locations of underground facilities, provide 48 hours notice. -::. b:.': ~ tJ ,,--..., ---. - ~/, r- PART2-PRODUcrs 5- .. )> ::: 2.0J DUCTJLE-JRON PJPE: A. Thickness design shall conform to ANSl/ A WW A C 1501 A21.50. B. Manufacture shall couform to ANSl/A WW A C151/A21.51. C. Thickness for direct bury piping, unless otherwise indicated or specified, shall be class 52. D. Thickness for pipe suspended from structures and bolted or restrained joint pipe, unless otherwise SP-016045 Page 5 of 16 indicated or specified, shall be class 53. E. Cement mortar lining shall conform to ANSIJAWWA Cl04IAZI.4. 2.02 DUCTJLE-JRON PIPE JOJNTS: A Single rubber-gasket push.<m joints or mechanical joints conforming to ANSIJ A WW A Cllll AZl.l1. Funtish with all necessary hardware and gaskets, B. Bell-and-spigot pipe joints conforming to ANSI AZl.6 or ANSI AZ1.8. C. For bolted/restrained mechanical joint, use Griffin Bolt-Lok restrained joint or approved equal. D. For unbolted/restrained mechanical joint, use Griffin Snap-Lok restrained joint .or approved equal. E. Do not use drilled & tapped retainer glands. F. Plain end ofpush-<>n pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.03 POLYVINYL CHLORIDE PJPE: A Pipe shall conform to ANSIJ A WW A C900 and shall be thickness class DR 18 (Class 150). AIl pipe shall have the same outside dimensions as ductile-iron pipe. PVC pipe materials are only allowed in sizes 6 to 10 inch diameter. r--> =, -- c;;> B. PVC pipe materials shall not be used in any area where there is likelihood the pipe Win be exP<lsed to concentrations of pollutants comprised of low molecular weight petroleum products o~~c ~ents-n or vapors. ___ --<:. N ;::::: C J ' ~ - , 2.0-1 FJ1TJNGS: '; '>-" :-Tl ::---h-- '3 .~ _"\1 ~ \.~.j A. All fittings shall conform to ANSIJ A WW A C 1101 AZl.l 0, with pressure rating of ClasS'250c. .r::- 5; :.:.. B. Mechanical-joint fittings shall be ductile iron compact ANSIJ A WW A C 1531 AZl.53 or dilctile s~d ANSIJAWWA CllOIAZl.lO. Large fittings, l2-inch through 20-inch shall be ductile iron standard ANSIJAWWACIIOIAZl.lO. Swivel tees shall be ductile iron standard ANSIJAWWA ClIO.AZl.lO. Where ductile iron is not available (i.e., offsets), cast iron standard ANSIJA WWA ClIO/AZl.lO 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, bolts and nuts. VerifY the gasket seats are not made irregular by improper application of the lining materials. 2.05 VALn?S & VALn? BOXES: A. Gate valves shall conform to ANSIJ A WW A C509. Use full line size gate valves with epoxy or polymer lining. Use Clow, Mueller, American How Control AFC-2500 or Kennedy valves with 200 psi working pressure and gaskets rated at 250 psi. The waterway must be a full sized waterway. Valves shall be capable of being repacked or replacing O-rings under pressure, B. Butterfly valves shall conform to ANSIJA WW A C504. Use Pratt, M&H or Mueller valves. C. Valves shall open left and be furnished with a 2" square operating nut. Use stainless steel or other corrosion resistant bolts and nuts. SP-016045 Page 6 of 16 D. Valve Boxes shall be 2-piece slip type Tyler Series 6855 Item 666A. range 52" to 82". Use lids marked "water". E. Tapping valves shall be 175 psi minimum working pressure, mechanical joint manufactured by Mueller or Clow. 2.06 SLEEVE TYPE COUPLINGS: A Standard solid black sleeves shall be Tyler 5-1442 or approved equal. Bolted straight coupling shall be Smith-Blair 441 or Romac Style 501, 6 holt, 6" long, or approved equal. 2.07 HYDRANTS: Specification standard: ANSIIA WW A Standard~C502 Acceptable manufacturers and model: Kennedy - K-81; Mueller - New Super Centurion 200; Iowa Hydrant - Eddy ofIowa; American Darling - Mark 73; or Clow -F - 2545. Type of shutoff: Compression Type of construction: Break flange or break bolt Main valve opening: 4\f, inches Nozzle arrangement and size: 3 nozzle, two 2\f,-inch hose nozzles and one 4\f,-inch pumper nozzle Nozzle thread: National Standard Hose Threads Type of inlet connection: Mechanical Joint Size of inlet connection: 6-inch Depth of bury: Distance from ground line to top of connecting pipe shall be 5\f, feet Direction of opening: Open to right (clockwise) ", Packing: Conventional or O-Ring 0 = = ,- '"-' '>0 ""- Size and shape of operating nut: I \f, inch, standard pentagon j;_..c -0 --I ==-:0 11 0-< N Working pressure: 150 psi --ie - r- --<. f-- iT! m " Color: Safety Red 0:0 ~ ;--, "__dO;" -.::;:./', .r- 33: " 2.08 SPECIAL FlITINGS: - - 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 manufactored to meet requirements of same specifications as standard fittings except for laying length and types of end connection. SP-016045 Page 7 of 16 D. Swivel fitting shall be Tyler 5-198 or approved equal. E. Cast iron or ductile iron tapping sleeves shall be Mueller or Clow. F. Stainless steel tapping sleeves shall be epoxy coated with ductile-iron flange and shall be compatible with Mueller or Clow tapping valves. Sleeves shall be Ford FAST, Smith-Blair 662 and 663 or Romac SST. 2.09 GASKETS, BOLTS, AND NUTS: A. Mechanical joints made with: I. Bolts: 3/4 inch Corten steel. - 2. Bolt studs with nut on each end. B. All thread rod used to restrain fittings shall be stainless steel and 3/4" diameter. 1.JO LOCATION WIRE: A. Location wire shall be # 12 solid copper, THHN insulation in yellow or orange color. 1.11 LUMBER: ~-' = . 0 = A Lumber for bracing or supports shall be treated hardwood. Do not use creosoted lum~~ntaCt'with piping materials. ' --p -; ::;g 11 " ' n-- N ::::::= 1.11 WATER: ~C - : --<; -0 m r:-" ;;--1 A Reasonable amounts of water will be provided for use in the final operations of watercmain tlusiiiDg, \.....1 disinfection 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 controIBild conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. PART 3 - EXECUTION 3.0J REFERENCES AND DOCUMENTS: A. Contractor must have all required documenis on the site before commencing with the work. B. Valves, fittings, hydrants and ductile-iron pipe shall be instslled in accordance with ANSI/A WW A C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with A WW A M23 and Uni-Bell PVC Pipe Association UNl-B-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as-built" drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Examples of special buried features would be: I. Offsets in aligmnent 2. Changes in depth, depth greater than 8 feet or less !ban 5 feet. SP-016045 Page 8 of 16 3. Special fittings or construction materials. 3.02 RECEIVlNG, STORAGE AND HANDLING: A. The Engineer may mark materials which are found on the job site and whicb are determined to be defective or not approved. The marking may be done with spray paint The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: I. Do not allow the pipe units to strike anything. 2, Do not handle pipe units with individual chains or single cables, even ifpadded. 3. Do not attach cables to pipe unit frames or banding for lifting. r---' - . __ 'C-.1 C. Within the "Storage" language of AWWA M23, change "should" to "shall." C.2 ,:::'. ;;.0, -~~ \l .. . /-\ .-- ..- D. WIthin the "Handlmg" language of AWWA M23, change "should" to "shall." j roJ --- CJ _ _ 1__.,\ ::=..c; \ \ 3.03 LOCATION, ALIGNMENT, SEPARATION & GRADE: ...-Z 0, -;!: C) A. Water mains, valves, hydrants, and special fittings shall be installed in the locations ShO~O~'the plans or as directed by the Engineer. ':P .:. B. Contractor shall have all booed utilities located by the l-8()()'()NE-CALL service and shaIl 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 of5Y, feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at leas! 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 incbes 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 fur as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for bacldill 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 of3 feet shall be maintained. F. AIl PVC water main and ductile iron water main with greater !ban 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. I. 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 of2 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, where necessary, wrap the bare wire with electrical tape. 3. Bring the wire to the ground surface at each fire hydrant and loop wire in tracer wire junction box attached to the fire hydrant. If there is no fire hydrant within 500 feet, bring the wire to the SP-016045 Page 9 of 16 surface in a valve box and mark the drawings appropriately. 3.0-1 PJPE BEDDING AND BACKFJLLING: A. Ductile-iron pipe bedding shall confonn to the project plan details for Class B bedding or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall confonn 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 stomping on the soil along the sides of the pipe to the top of the pipe. C. Trench width within the pipe envelope shall confonn to the plans or as directed by the Engineer. D. Set valves and hydrants on precast concrete bases. - 3.05 PJPE RESTRAINT: A. Thrust Restraint: I. For pipe smaller than 10" diameter, concrete block shall be used, placing the concrete block next to the fitting and undistwbed soil. For 10" and larger diameter pipe, blocking shall be by cast-in- place concrete. Cover fittings and joints with 10 mil. polyethylene before placing concrete. Brace fittings with treated lumber 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: I. 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 out on each side of flange. C. Dead Ends I. Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. ~-' All pipe ends or fittings left for future connections shall be blocked agains?'t!irusl. ,. 2. (:', ~, .~~~ "" . ,) i1 3.06 JOJNTS AND COUPliNGS: C---:J C -- , !'J ,'-- --, '-' - I A Push-on Joints: -,' , ,il . - , 111 --.J -, r~ -^~ -- '0 I. Inspect bell grooves and clean to assure complete gasket seating. ~~~< - .. I 2. Use extreme care to prevent separation of joints already installed. :i> -1=' - , 3. Do not use push-on joints when boring. Griffin Snap-Lok shall be used in casing with locking rubbers. B. Mechanical Joints: I. The range of torque for tightening bolts which is indicated in ANSI! A WW A C600 may be SP-016045 Page 10 of 16 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 10 inches. 3. On PVC pipe connections to MJ joints, cut the bevel off the end of the PVC pipe to get full pipe diameter in the joint 4. Do not deflect pipe at joint C. Sleeve-Type Coupling: I. Clean pipe ends for distance of 12 incbes. 2. ' Use soapy water as gasket lubricant 3. Carefully mark and place the sleeve coupling in the center of the joint c,J ; Q '<:.) 3.07 TAPPED CONNECTIONS UNDER PRESSURE: :,~,O :...,) ,1 .;7.__\ ?J -- ---<. rV - A. Use Mueller or Clow cast iron or ductile iron tapping sleeve on cast iron pipe. ( '; ----, - ~~ :..~- . 1... J \ 1\ /.-- --n -.-1 B. Follow manufacturer's installation instroctions. ..:: -- fi; \ . ;_::::~~1 --- . ,j '~-/' .=;: C. Tapping mains for new connections 4-inch in diameter and larger may be done by the W~ Division..-er by a subcontractor at Contractor's cost Ifby Contractor or a subcontractor, the City muSrapprove-the personne~ materials, and method in advance of the worlc. Water Division staff must be on site at the time of the tap. D. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.08 . POLYETHYLENE ENCASEMENT: A All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSVAWWA C205/A21.5 installation methods. This includes any ductile iron laid in cuI-<le-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. A set- back of 4 feet from the curb line is recommended. D. Orient the hydrant so the pumper nozzle faces the street Outlet nozzles shall be at least 18 inches above finished ground. The break-{)ffflange should be no more !ban 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 waIl with treated lumber to resist thrust SP-016045 Page 11 of16 I at the pipe cormection. F. The base and lower barrel shalI be backfilIed with 5 cubic feet of washed gravel or I inch crushed rock I to alIow water to release from the hydrant drain. I G. Install the hydrant plumb. Drainage stone and soil backfilI 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 I flange. 3.10 WATER MAJN OPERATIONS: A. AlI 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. Contractor shalI submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shalI include a drawing and typed list of actions which show all the significant steps necessary to cormect to the existing water distribution system or conduct the filIing, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptiops,and pressure and flow variations on the water distribution system and existing customers. C.:, ~j ~O ._~ 3.JJ DJSJNFECTlONFORPOTABLEWATERSYSTEMS: S-=-, :':.'3 ---n / ---- ,--.,-'- N ~~- A. General '" " ~, - '-r-1 -I" i I I. Upon completion of a newly installed water main or when repairs to an exis~i~ ~ ~O are made, the main shall be disinfected according to instructions listed in ANSUAWW A c65l and the folIowing specifications. -f;. ,::- - B. Special Disinfection Requirements I. Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2. Water main l6-inch and larger in diameter must be swabbed with a soft pig prior to flushing if flow in the system is not adequate to maintain scouring velocity (2 fj>s) during flushing. 3. The minimum uniform concentration of available chlorine used for disinfection shaIl be 50 mgIL. Use either the granulated/tablet or continuous feed method with modifications as described in 3.11 CorD below. 4. The chlorinated water shaIl 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 !ban 25 mgiL chlorine throughout the length of main. 5. 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 !ban 3 mg/L and the water appears clean. Rush at a minimum velocity of2.5 feet per second in the main through an opening not less !ban Y. of the main diameter. For 6-inch through l2-inch water mains, a single 2y,.inch fire SP-016045 Page 12 of 16 hydrant opening is adequate. Water entering stonn sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 6. Collect a bacterial sample from the end of the line and deliver the sample to the University Hygienic Laboratory at Oakdale for analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of colifonn organisms, the hydrostatic test may proceed. C. Tablet Method of Chlorine Application - Use ANSI! A Ww A C651, however slowly fill the'main (less than I cubic foot per second) with I. system water, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlorine Application I. Prior to applying chlorine, do a preliminary flush at a minimum velocity of ~_~ feet pei~~ond in the main through an opening not less than not less than Y. of the main diliffieter. For 6'inch through l2-inch water mains, a single 2y,.inch fire bydrant opening is adeq~te':J ::~ -n ~' -; ~ J . ,- 2. Add the water and chlorine solution with the required concentrntion to fill the'mai,;~ly. :'~ _'C '''i1 ".- \ .-:--, ',_ -"t) ----, 3.12 TESTING: "l ::: '. j ;:-.:..... _' J ".- ':i- /~ .c- A. Filling the water main: :;,:; ~~ y , I. Fill the newly constructed water main system slowly using treated public water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Water Division 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 he 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 hydran4 shut down hydrant flow slowly and allow water flow to cease and internal pressure to stabilize. Then, each water service connection shall be tested at a sill cock and observed by the Contractor to verify adequate pressure and flow. B. Pressure and Leakage Tests: SP-016045 Page 13 of 16 I. Conduct combined pressure and leakage test in accordance with ANSl/ A WW A C600. 2. Pressure test off the hydrants or furnish and install temporary testing plugs or caps. Furnish pressure pmnps, pipe cormections, 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 '!l the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specified pressure for one hour with no additioual pmnping means the water main has failed to pass the test 7. If the water main fails the pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test C. Valve Operations: I. All valves shall be located and tested to verify operation. Remove the valve box lid. insert the C. , valve key and open and close each valve. Count the turns and record the re~Js' '-", L' :zC) :-":...1 --n D. Hydrant Operations: )..:>::. ' :;-.J ,-- C:' .~. , r0 --- I. After the hydrant has been installed and the main and hydrant have been pressUre:"tested;Oach "";'1 hydrant shall be flushed and checked for proper operation. c-< C' ? ;- '. -- ',' ....../ 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the directi~o~~ as marked on the top. Do not force the hydrant in the opening direction beyoij',Ffull opv. 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 vacuwn. Then check the hose thread for proper fit 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: I. 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. Water Division staff persormel must be on the site to operate the system valves and hydrants during this test 3. A hydrant flow test shall 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. SP-016045 Page 14 of 16 PART 4 - MEASUREMENT AND PAYMENT -I.OJ 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 perfonned 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 -1.02 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, _. - r execution of the work and up to the time of acceptance. ",- <-.e; C) ~,' B. Co~on items may be bid as a lwnp SInn or as itemized work, which will be paid o~ &;]t ~liasis. -Tl In either case, some work may be required for which a separate pay item is not providci4.,COinple1;on of',::::: this work ~s required. If a separate pay i~ is not provided for this work, it is to be conS.i~ incitlental ;-n to the project and no separate payment will be made. :< _, -0 ;_~ ___ \-:~ ::..: --...I ,", -1.03 BID JTEMS: ,-~/., ~ -=":;>0- j; ~ .. A. GENERAL - Each unit or Iwnp SInn price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused the Contractor or hislher Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as a separate bid item Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and slnubs shaIl remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate bid item), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. AIl labor, materials and equipment required to bring surfuces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, SP-016045 Page 15 of 16 placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this projeet unless it is listed as a bid item. The Contractor must pay for all parking pennit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. 'The City will not waive parking fees or fines. Pemtits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. ';?', _- c.' C} l::~ ~'-,.. 0 ec> -1'1 y:::-) ::0 .__ - - N ",- r-, , B. BID ITEM DESCRIPTIONS j ::~, : ~\ - fT' - - 'J r~ ~;: -; I. WaterMain. ~/" .. <'- ~ y. - The unit prices for construction of water mains will be paid based on the number of linear feet installed. Length will be measured for each size and type along the pipe centerline with no deductions for fittings. The following items shall be considered incidental unless they are listed as separate bid items. a. Funtishing and installing pipe, joint materials and fittings. b. All water main adapters and sleeves required for installation and connections to existing water mains. c. Funtishing and installing tapping sleeves, corporation cocks, tapping services, cwb shut-{)ff valves and boxes, couplings for connections to existing water services, and removal of abandoned service valve boxes. d. All trench, mole, exploratory, and hand excavation. e. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope. f. Supply, placement and compaction of standard backfill and granular backfill material. g. Dewatering trenches including furnishing pumps, piping, well points, etc., as required. h. Temporary plugs or connections, to provide full pressure water service as necessary. i. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. j. Testing and disinfection of water mains and water services as required. Ie. Dechlorination of flushed water entering storm sewer system. 1. Temporary support of existing utility mains and service lines. SP-016045 Page 16 of 16 m. Repair or replacement of utility services damaged by Contractor. n. Protection of existing valves so they are fully operational and accessible during construction. o. Connections and/or taps for water mains and water services 4 inches in diameter and larger to existing water mains and water services. 2. Fire Hydrant With Auxiliary Valve, Butterfly. The unit prices for these items will be paid based on the number of each size and type instslled and includes excavation, furnishing and installing specified valves, hydrants, fittings, swivel adaptors, rock drains, throst blocks, valve box and lid and backfilL Separate prices are used for hydpmts with or without auxiliary valve. The cost for auxiliary valve shall be included in the price for the bydrant 3. Trench Stabilizing Material. The unit price for this item will be paid based on the number of cubic yards of rock used in place of unsuitable foundation materials only when directed and authorized by the Engineer. Trench stabilizing material not approved by the Engin= will not be paid for. Included with this item is additional trench excavation, disposal of excavated materials and dewatering. This item does not replace and/or include specified pipe bedding material. ,..., ,> 0 1...._') 0.~ -s ~ .-_0 ~.:J \l )>::-":1 :;;0 / -- 0 " N 1-- :::-,,', - :-1~1 .' ,"r- I' -0 -\ , ' ~,=~-, -- '.,j .....-!."/'" E" ~~ ~-, .r::- )> - SP-016047 (NEW) ~~ Iowa oepartmentof Transportation ~ . SPECIAL PROVISIONS for WATER SERVICES - Johnson County ,...0 ,-, q ~, '-'-' STP-U-37l5(620)--70-52 ~. ::-.0:.0 -.1 \l )? :::-~ :;0 ,- 0-= N ,..- - , - ==\c: 0\ ./ -- -t) -, -'. r" ~- '......1 r~~ ..::J. /' ~ ._-~ ~-"-- .- y N Effective Date May 20, 2003 THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP-016047 Page 2 of9 016_.01 DESCRIPTION. This Special Provisions covers the work of water service construction. SECITON 02665 r--.1 ,., - ',-" 0 <-' WATER SERVICE WORK FOR CONTRACTORS :-z0- ~ \I ~, y:=' ~ ,--- --< N ,-- CI,_, - ,--n PART 1 - GENERAL 2. 'r- ~ -0 '''--1, - ,II :;': I..J -.\ ' J.OJ DESCRIPTION: ;::--=) ~, s;: --.- /.... -< r- A. Furnish and install new water services as indicated and specified. J7 N J.02 RELATED WORK: A. Special Provisions for Water Main. J.03 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. B. City ofIowa City Water Division: I. Tap Installation, Metering Policies & Charges and General Information. C. American National Standards Institute and American Water Works Combined Standards: \. ANSI/AWWA.c800 Underground Service Line Valves and Fittings. D. American Society for Testing Materials: \. ASTM B75-86 Seamless Copper Tubing. J.O-l SUBMJITALS: A Subutit to the Engineer the following drawings or details for approval 4 weeks prior to installation. \. Swom certificates of shop tests showing compliance with appropriate standard for all piping materials. 2. Working drawing or site plan with customer location, address, size, and materials of water service and main pipe including a full list of materials required from the Iowa City Water Division, as applicable. J.05 PERMJTS: A. City ofIowa City: \. Contractor's superintendent on the job must have a license as a sewer and water service instsIler SP-016047 Page 3 of9 issued by the City to construct water and sewer mains and services in Iowa City. 2. The Contractor or their agent will be responsible for the tapping application forms and records. J.06 TIME: A Time is of the essence for water service work. All required work must be completed as quickly as possible to minimize inconvenience to the consumers. The Contractor is expected to comply with the minimum response and completion times listed. B. Amount of advance notice required to the Iowa City Water Division when materia~or servic;e~ are supplied by the Division are listed below. Serve notice to the Water Division at 356-51~0. ;;. ~?- () ~, ---n '<:-;;;.r- -0 - I. For tapping service,. proyide 24 hours notice. T' -::-1. ;.:, ;--: f" _ ,..-,.--, ':.-.:., r--j \ \ 2. For notice to customers of disruption of water service, provide 48 hours notice~-.( ~ ~ 'CJ --- '-:, ---... 3. For supply of materials for less !ban 20 units, provide 2 weeks notice. C:::: :-.~ ~ ...:-::: ~ 4. For supply of materials for more !ban 20 units, provide 4'{) weeks notice. )7 ~ 5. For supply of seldom used materials such as galvanized or lead, provide 4'{) weeks notice. 6. For locations of underground facilities, provide 48 hours notice. C. Response Time - the maximum time allowed from telephone notice by the Engineer until the Contractor is on the job and ready to begin work: I. For I service which is planned work, less than 24-36 hours. 2. For I service which is emergency work, less !ban 4'{) hours. 3. For 3 or more services whicb are planned work, less than 48 hours. D, Completion Time - the maximum time allowed from the time the Contractor turns off the water until the water service is cormected and operatioual under normal circumstances: I. For I service, where it is necessary to break and remove concrete with no prior warning or planning, less than 12 hours. 2. For 6-8 services or more in one block area with prior planning, some services on each side of the street and in conjunction with paving projects, less !ban a l2-hour workday. 1.07 WORK ON PRIVATE PROPERTY FOR OTHERS: A Water service work may be necessary or desired by private property owners at the same time as the new water service work under this contract is done. The Contractor will be allowed to work on private property adjacent to the work site in order to do water service work directly for the private property owner. Work on private property shall not adversely affect the time schedule for work under this contract B. The work on private property will not be the responsibility of the City. SP-016047 Page 4 of9 PART 2 - PRODUCTS 2.0J WATER SERVICE MATERIALS A. All water service materials shall meet or exceed current ANSI! A WW A-C800 specifications and shall be made in accordance with ASTM B'{)2. The manufacturer shall furnish a certificate indicating all new materials meet the specifications. All valves, fittings and pipe shall be inspected several times during the manufacturing process and pressure tested with air under water before shipment All water service materials shall be visually inspected before installation. Brass and copper are soft metals and care in handling shall be exercised to avoid damaging threads or distorting piping, valves or fitting bodies. B. Waler service brass for services 2 inches and smaller will be pUrchased from the City Water Division. The Contractor shall use the brass goods furnished by the Water Division on work under this contract only and not on private property. C. All water service lines will be furnished and installed by the Contractor. Material shall be new type K copper in coils for sizes 3/4-inch through I Y,-inch and in coils or straight pipe for 2-inch size. No couplings or connections will be perutitted under the paving. D. Curb boxes for services 2 inches and smaller will be purchased from the City Water Division. E. Couplings for services 2 inches and smaller will be purchased from the City Water Division. F. Materials purchased from the City Water Division are available at the Water Division at 330 North Madison Street during normal working hours. The Water Division will provide an accounting for materials supplied and the Contractor will be required to keep records of materials used at each service connection. ,..., l"::-:) C:;, u ~, :2:0 ,.,. PART 3 - EXECUTION "'-J 11 ~t-'" =:, :Xl .- (J-' N r'-- 3.0J RECORDS AND DOCUMENTS: ::::J, C' - ;---1'" / __, \ I :---". -rJ __, A Contractor must prepare and retain a set of "as-built" drawn;gs on the job site with accuraJj;hd cUiTent .~.J information on the location of all water service valves, pipe and special construction feat.ies:-Examples of special construction features include: --- .r::- )> N I. Offsets in alignment 2. Changes in depth and depth greater !ban 8 feet or less than 5 feet 3. Special fittings or construction materials. Following complerion of the project, a copy of these drawings shall be furnished to the Water Division. 3.02 RECElVlNG, STORAGE AND HANDLING: A. The Engineer may mark materials found on the job site which are determined to be defective or not approved. The marking may be done with spmy paint The Contractor shall promptly remove defective or unapproved materials from the site and replaced with new. --.--- SP-016047 Page 5 of9 3.03 EXCAVATJON AND BACKFILL: A. All excavators shall comply with the requirements of the O.S.H.A Standards subpart P-Excavations. B. Earth excavation, backfill, fill and grading shall be in accordance with Section 02220. C. Excavation and backfill shall include all excavation, backfilling, compacting, stockpiling of surplus material on the site, and all other work incidental to the construction of trenches, including anyadditioual excavation which may be required for construction of the water service lines. D. Along the proposed water service lines, the Contractor shall remove the surface materials only to such widths as will pennit a hole or trench to be excavated which will afford sufficient room for proper construction. Paving removals shall be as directed by the Engineer E, The Engineer shall approve removallintits. - F. Where working space perntits, holes or trenches may be excavated by machine, provided that by so doing, public and private improvements will not be subjected to an unreasonable amount of damage. The size of the hole shall be as small as reasonably possible to do the work. If, however, excavation by machine methods cannot be made without damage being done to public and private improvements, hand excavation shall be employed. G. The Contractor shall use a mole for excavation of a hole to place the water service piping, 0/." to 2" diameter, at any location under a street surface, driveway, sidewalk or lawn area whenever the distance from the water main to the water service connection is greater !ban 20 feet The mole shall be used even though the street surface has been removed so as to protect the new street surface from settlement The mole shall be a maximum of four inches in diameter. The Contractor shall be responsible for all labor, equipment, materials and supervision for mole excavation. H. The Contractor shall be responsible for coordinating the location of all buried utilities and for all damage or repairs to utilities caused by mole excavation. ,,~ l. Whenever, in the opinion of the Engineer, it is necessary to explore and excavate to de~'?the g.t line and grade for the construction of the new water service line or to locate an existingWaIer serVje;;: 11 which must be disconnected, the Contractor shall make explorations and excavations for ~hpUrposes. - ---; ,-, - :\' --I ~_ .> J. All excavated material shall be piled in a manner that will not endanger the work and that Will avoid ' I -, I" _. '--) obstructing sidewalks and driveways. Fire hydrants under pressure, valve pit covers, valve'~~s, curb stop boxes, or other utility controls shall be left unobstructed and accessible until the work'iS;'coiilpleted Gutters shall be kept clear and adequate provisions shall be made for street <irair&ge. NatutaI watercourses shall not be obstructed ' N K. The Contractor shall provide and maintain ample means and devices with which to promptly remove and properly dispose of all water entering excavations or depressions until all work has been completed. No sanitary sewer shall be used for disposal of water. L. To protect persons from injury and to avoid property damage, adequate barricades, fencing, construction signs, caution lights and guards as required shall be placed and maintained by the Contractor at excavations during the progress of the construction work and until it is safe for pedestrian and vehicular traffic to use the roads, sidewalks and facilities. All material piles, equipment and pipe which may serve as obstructions shall be enclosed by fences or barricades and shaIl be protected by proper lights when the visibility is poor. The rules and regulations of O.S.H.A. and appropriate authorities for safety provisions shall be observed. SP-016047 Page 6 of9 M. Trees, shrubbery, fences, poles and all other property and structures shall be protected during construction operations unless their removal for purposes of construction is authorized by the Engineer. Any fences, poles, or other improvements which are removed or disturbed by the Contractor shall be restored to the original condition after construction is completed. Any trees, shrubbery or other vegetation which are approved for removal or ordered for removal by the Engineer shall be removed completely, including stumps and roots. The Contractor shall be responsible for any damage caused by construction operations to shrubbery or other landscape improvements which were not authorized for removal by the Engineer. 3.0-1 WATER SERVICE CONSTRUCTION: - A. The City Water Division will not provide labor and equipment to tap the water main for services 2 inches and smaller. Each water service pipe shall be connected to the water main through a brass corporation stop. A tapping saddle is required on all PVC water main materials. The plastic plug shall be recovered. The main shall be tapped at an angle offorty-five degrees (450) with the vertical, if possible. The stop must be turned so that the T -handle will be on top. B. The old water service under the street right-<Jf-way will be shut off and removed. C. The Contractor shall install the new copper service line from the new corporation stop to the new curb stop and from the curb stop to the customer service line near the property line. The size will be determined by the Water Division. The minimum size will be I-inch to the stop box. The service pipe shall be laid in the mole hole excavation and in the trench with sufficient weaving to allow not less !ban one foot extra length for each 50 feet of straight line distance. ~, r_' D. Underground water service pipe shall be laid not less than ten (10) feet horizontally~m the b'ili'lding drain, and shall be separated by undisturbed or compacted earth. Where the horizonta('se@tion'Cannot be me!, the water service pipe shaIl be installed so the bottom of the water service pipe is:atle3st eigliteen::'l (18) inches above the top of the building drain line at its highest point.',-::- . ~ r:::, ,--- - ., '-"'1 )r 'I E. A curb stop shall be furnished and installed for each service at the location shown oiiiliO:plans;;5r as ':::; directed by the Engineer. Place a brick or masonry block under each curb box valve. A~)r.on sqvice box shall be furnished and installed over the curb stop and held in a truly vertical positioij;ontil sufIl.Cient backfill has been placed to ensure permanent vertical alignment of the box. The top ofdle box shalbbe adjusted and set flush with the finished surface grade. The curb stop shall be located between the curb and the property line and visible from the sidewalk. F, The Contractor shall make a clean cut on the existing service line and connect the new service line at the location as directed by the Engineer. G. The Contractor shall be responsible for visual inspection of all water service materials used in this work. If water pressure is available or will be available within 24 hours of making the new service connection, the new service shall be subjected to normal system pressure and visua\ly inspected for leaks. If any leaks appear, the Contractor shall make repairs. Each water service shall be turned on and observed by the Contractor within the premises to verify adequate pressure and flow. PART 4 - MEASUREMENT AND PAYMENT -I.OJ STANDARD OF MEASUREMENTS: SP-016047 Page 7 of9 A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity ofworlc perfonned according to the various classes of work specified w1less noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement -1.02 SCOPE OF PA YMENT: A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing worlc 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. Constroction items may be bid as a lump sum or. as itemized work, much will be paid on a unit cost basis. In either case, some work may be required for much a separate pay item is not provided. Completj,on of this worlc is required. If a separate pay item is not provided for ibis work, it is to be corlSiaered incidental to the project and no separate payment will be made. ~ 0 ~ ~ },....... ::.~ <;::0 \ \ -1.03 BID JTEMS: 'c,- : ':::: -;::::: :::i. C) ri1 ~I- . -<~ , -.:J --, A GENERAL - G :::: , .J ;:::=. __J . Each unit or lump sum price stated shall constiture full payment as herein specified for eacl!1~ of W,9Jk completed in accordance with the drawings and specifications, including clean up. y' N It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or. relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as a separate bid item. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. AIl trees and shrobs shaIl remain and be protected from damage unless specifically noted as "REMOVE" or ''CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items much may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate bid item), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. All labor, materials and equipment required to bring surfaces to. the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as a bid item. SP-016047 Page 8 of9 The Contractor must pay for all parking pennit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be inCidental. B. BID ITEM DESCRIPTIONS c--, 0" I. Construction of Water Services. C) ~ <~ "P>" '-::::::-_1... J _."} II The unit prices for construction of water services will be paid based on the number of each sizeo8nd - type installed. n -', N .-.-- ---'(-- - :-n -j;- . The following items shall be considered incidental unless they are listed as separaie'biditems.~ c-~ --i) -"" ,_.J C):':;" .r:- a Furnishing and installing pipe, joint materials and fittings. ;:; / ;. Y N b. All water service adapters and sleeves required for installation and cormections to existing water mains. c. Furnishing and installing tapping sleeves, corporation cocks, tapping services, curb shut-<)ff valves and boxes, couplings for connections to existing water services, and removal of abandoned service valve boxes. d. AIl trench, mole, exploratory, and hand excavation. e. Supply, placement and compaction ofspecified pipe bedding material and standard or select material within the pipe envelope. f. Supply, placement and compaction of standard backfill and granular backfill material. g. Dewatering trenches including furnishing pumps, piping, well points, etc., as required. h. Temporary plugs or connections, to provide full pressure water service as necessary. i. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. j. Testing and disinfection of water services as required. k. Dechlorination of flushed water entering storm sewer system. I. Temporary support of existing utility mains and service lines. m. Repair or replacement of utility services damaged by Contractor. n. Protection of existing valves so they are fully operational and accessible during construction. o. Connections and/or taps for water mains and water services 4 inches in diameter and larger to existing water mains and water services. SP-016047 Page 9 of9 2. Corporation Stops, Curb Stop and Valve Box. The unit prices for these items will be paid based on the number of each size and type installed and , includes excavation, furnishing and installing specified corporation stops, curb stop and boxes, fittings, rock drains, thrust blocks and hackfill. - .....' 0 c,;> <= ;Eo w.> ""'" J"_, , -" .:j--= :;0 -----n N - --, ....-. - 1- --: ! _~.......: f~:" 01 r~' --c --I 95S -> \ . ----' ~ <: )> - N SP-016048 (NEW) ~~ Iowa oepartmentof Transportation SPECIAL PROVISIONS for SANITARY SEWERS ,...., c"' 6 = '--'-' zO J;;" -u -n Johnson County J.> :::-\ Al ../. N ,-- (j ,- ::::\0 - ;--1"1 STP-U-3715(620)--70-52 ,-<.~-- -0 " , " r-~ ~2d ~- '__.-I ~/' ~ '- .~ )> {'oJ Effective Date May 20, 2003 THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP-016048 Page 2 of 14 DESCRIPTION. This Special Provision covers the work of sanitary sewer construction and replaces mOT Standard Specification Section 2504. ,,,, c' 6 c;...-) ~, ->0 ~. ~J \l ':;7"::::' ?:) SECI10N 02700 . /. - N ...- 0 - \ SANITARY SEWERS -.:=\(; iI\ /'~' -tJ .__1 :<'rr- "--.J _--r, '~-::-2 ~ '---:;!- /' ~ PART 1 - GENERAL --, ~- ;;- - y N J.OJ SUMMARY: A. Construction of piping and structores for the collection and transmission of wastewater. J.02 REFERENCES: A. Reinforced Concrete Pipe I. ASTM C76, latest edition, Standard Specification for Reinforced Concrete Culvert, Stonm Drain and Sewer Pipe, 2. ASTM C443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C506, latest edition, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe. B. Vitrified Clay Pipe I. ASTM C700, latest edition, Standard Specification forVitrified-Clay Pipe, Extra Strength, Standard Strength, and Perforated 2. ASTM C425, latest edition, Standard Specification for Compression Joints for Vitrified-Clay I Pipe and Fittings. C. Ductile Iron Pipe I. ANSl-AWWA-C15l/A21.51, latest edition, Ductile-Iron Pipe. Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. 2. ANSI-A WW A-C 1501 A21.50, latest edition, Thickness Design of Doctile-Iron Pipe. 3. ANSI-AWWA-C153/A21.53, latest edition, Doctile-Iron Compact Fittings, 3-inch. through l6-inch, for Water and Other Liquids. 4. ANSI-AWWA-Clll/A21.1I, latest edition, Rubher-Gasket Joints for Doctile-Iron Pipe and Gray-Iron Pressure Pipe and Fittings. 5. ANSl-A WW A-Cl04/A21.4, latest edition, Cement-Mortar Lining for Ductile-Iron Pipe and SP-016048 Page 3 of 14 Fittings for Water. D. Centrifugally Cast Fiberglass Reinforced Polymer Mortar Pipe (CCFRPM) I. ASTM 03262 - Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced Thennosetting- Resin) Sewer Pipe. 2. ASTM D4l6l - Standard Specification for ''Fiberglass'' (Glass-Fiber-Reinforced Thermosetting- Resin) Pipe Joints Using Flexible Elastomeric Seals. 3, ASTM D2412 - Standard Test Method for Determination ofExtemal Loading Characteristics of Plastic Pipe by Parallel-Plate Loading. E. Polyvinyl Chloride Pipe (pVC) - I. ASTM F949, Standard Specifications for PVC Conugated Sewer Pipe with a Smooth In tenor and Fittings, 0 ~ -<: c:~ :;;."" 2. ASTM 02321, Underground Installation of Thenmoplastic Pipe for Sewers ",;;tbi'"" G~ty :::D - N ....- Flow Applications. S C' - 1l .;'- ---..' -v __I 3. ASTM Dl784, Rigid PVC Compounds and CPVC Compounds, ~ CJ ::;:: .J - ~) 07' r -C .. F. Manholes < .r::- )> N I. ASTM C478, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections. J.03 QUALJTY ASSURANCE: 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 inanufactured by such means to minimize cage twist Pipe displaying cage twist in excess of30 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. G. For CCFRPM pipe, test for compliance with these specifications in-plant, at time of manufacturer, including the following: I. Pipe: Manufacture and test in accordance with ASTM D3262. 2. Joints: Manufacture and test in accordance with ASTM 04161. 3. Minimum Pipe Stiffness: Minimum 36 psi when tested in accordance with ASTM 02412. SP-016048 Page 4 of 14 J.O-l SUBMJ1TALS: 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, certified by a professional engineer registered in the State oflowa. This submittal will not be reviewed for structUral adeqU<lC}' by the 'City. ~) ~ "\ ,:;;'Cl ~o -\ PART2-PRODUcrs "p:::'\ ,/:J ,:;:::. . / r-J ' ::;~:, -.\"\ 2.0J MATERIALS' ~\", . ~ . -/ '; .- -0 ....-. -'. '. \ -,~j A. Reinforced Concrete Pipe - ;c:::,,\\j -;. ~/.... .' 1. Joints . ~~ ~ - - '" a. Circular pipe: AIl joints will be confined O-ring gasket meeting ASTM c43. AIl pipe 36-inch diameter and smaller will have bell and spigot joints. Pipe larger !ban 36-inch diameter may have tongue and groove joints. b. Non-Circular pipe: All joints will be sealed with mastic butyl rubber-based sealant meeting the requirements of AASHTO MI98-75, Type "B". 2. Wall Thickness: Minimum wall thickness will be B-wall as defined in ASTM C76. 3. Pipe Strength: Pipe strength shaIl be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. 4. Pipe Markings: AIl 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 with compacted granular material to the springline of the pipe, B. Vitrified Clay Pipe I. 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 with compacted granular material to the springline of the pipe. C. Ductile Iron Pipe I. 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 bitominous seal coat couforming to ANSI A21.4. SP-016048 Page 5 of 14 b. Outside of pipe and fittings: Standard bituminous coating conforming to appropriate ANSI. ' 4. Minimum Bedding - A WW A Cl50 Type 5 with compacted granular material to the springline of the pipe. D. Centrifugally Cast Fiberglass Reinforced Polymer Mortar Pipe (CCFRPM) I. Joints: FWC coupling. Elastomeric gasket of EPDM rubber compound conforming to performance requirements of ASTM D4l61. 2. Dimensions: a. Diameter and Wall Thickness (SN 46): Nontinal Outside - Minimum Diameter Diameter Wall Thickness (in.) (in.) (in.) 18 19.5 0.39 30 32.0 0.61 b. Length: Nominal 20-ft sections. c. End Squareness: Pipe ends shall be square to pipe axis with maximum tolerance of 1/8 inch. 3. Mannfactore: a. Polyester resin system for domestic sewage and general chemical applications resistant to hydrogen sulfide attack and proven history of performance in this type of application. b. Glass Reinforcing Material of highest Quality Commercial Grade E - glass filaments with binder and sizing compatible with impregnating resins. c. Silica Sand: Minimum 98% silica and Maximum Moistore Content: 0.2%. d. Additives: Resin additives, when used, shall not detrimentally affect performance of product and include curing agents, pigments, dyes, fillers and thixotropic agents. - = o t.J...l .e. Design Criteria: :2 0 ~; .--.-_ :v~; 7} \\ I) Designed in accordance with ASTM D3262. c) -', r0 \'- 2) Minimum thickness Class SN 46 for all pipe. 3. (~, - ':--n 3) Depth of Cover (at Manholes): As shown on Drawings. -__ L' " -u '0 4) H-20 live load. Q 5~; .r::- 5) Factor of Safety Against Buckling: 2.0. :2:" 6) Minimum Lifetime: 50 yrs. )> ;;, 7) Design pipe to withstand all forces imposed by trench loading. 8) Provide pipe stiflhess greater than 36 psi when depth of cover, live load and/or depth of groundwater conditions require. 9) Manufactore pipe by centrifugal casting process to produce dense, nonporous, corrosion-resistant, consistent composite structure. 10) Approved Manufactorer: HOBAS Pipe USA or approved equal. SP-016048 Page 6 of 14 4. Minimum Bedding: Crushed stone encasement to top of pipe as shown on Plans. E. PVC Truss Pipe - For Sanitary Sewers I. All PVC truss pipe shall be made ofPVC componnd having a minimum cell classification of 11432 as defined in ASTM 04396. 2, Joints: Gaskets shall comply with all requirements in ASTM F477 and F913. Joint shall meet the requirements of ASTM 03212. 3. Pipe shall have a minimum pipe stiflhess of 200 psi at 5% deflection. 4. Minimum Bedding - Crushed stone encasement to top of pipe, F. Vylon Pipe . I. Joints: Integral bell and spigot with elastomeric sealjoints per ASTM 03212. Gasket material per ASTM F477. 2. Wall Thickness: For 30-inch pipe, 29.50-inch inside diameter, 31.4l5-inch nominal outside diameter, 31.305-inch minimum outside diameter, 34.38 bell outside diameter. 3. Manufacture: Closed profile large diameter sewer pipe meeting ASTM F794, minimum PVC cell classification l2364A per ASTM Dl784. 4. Minimum Bedding: Per pipe manufacturer's recommendations meeting ASTM D2321. 5. Minimum Trench Width: Pipe outside diameter x 125 plus 12 inch. In unstsble, unsupported soils, minimum trench width shall be 3 times outside pipe diameter. G. c---' Polyvinyl Chloride Pipe (A-2000 PVC by Contech) _, 2 Q <--' I. Joints: 1ntegral bell and spigot with elastorneric seal joints per ASTM 032125-~et ~terial --n per ASTM F477. ,-< rv :::=: n _. -- --, ,I" 2. Wall Thickness: Average outside diameter. '~.~ --n '._,_~ -- _ C~l\ ::; \.......J Qj.~ .z:: Nominal Inside Ou:,jide - Size Diameter Diameter rv (in.) (in.) (in.) 12 11.70 12.80 18 17.55 19.15 30 29.47 32.15 3. Manufacturer. Double waIl PVC with smooth interior and corrugated profile exterior meeting ASTM F949, minimum l2454B per ASTM Dl784. 4. Minimum Bedding: Per pipe manufaclorer's recommendations meeting ASTM D2321. H. Poly Vinyl Chloride (pVC) Pipe - For Sanitary Sewer Service Lines I. All PVC pipe shall be manufactured in accordance with ASTM 03034. SP-016048 Page 7 of 14 2. Joints: ASTM 03212 gasketed. 3. All 4" and 6" services shalI be SDR 23.5. 4. Minimum Bedding - Crushed stone encasement to 6" above pipe. I. Manholes I. Joints: All joints wilI be confined a-ring gasket meeting ASTM 003, 2. No lift holes through the entire walI. 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 shaIl 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-1670, self-sealing or approved equal. If in paved area, casting shalI also be non-rocking. 7. Manholes in paving shalI have an interior Cretex chimney seal (or approved equal) that spans from the casting to the cone section. J. Bedding: r--' I. Granular bedding material shall consist of porous backfilI materia\, lOOT Standard Specifi;"'tion Section 4131 and Section 4109, Gradation No. 29. Sd- '""' '7 2:,-) --0 --n -y-. --", ?) \ .- -' -- PART 3 - EXECUTION -~, - N .-- :.:-:"! ( -, - .---r\ 3.0J JNSTALLATlON OF PIPE: :::< S'; ~ 'C) A Inspect before instalIation. Remove and replace' defective sections. FolIow pipe Q{'uiactu&'s . . - - mstrucbons. :;;: r:" B. Aligmnent and Grade I. 1nstall 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 alIowed. 3. Blocking the pipe to grade with wood, stones or other materials is not alIowed. C. Bedding I. 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. SP-016048 Page 8 of 14 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 I. A-locks shall be used for all sanitary sewer cormections to manholes unless approved by the Engineer. E. Jointing I. Clean and lubricate all joints prior to assembly. - 2; Join per manufacturer's recommendations. F. Backfill as specified in Special Provisions for Trench Excavation and Backfill. oJ c -" c-c' G. Clean pipeline upon completion. 0 ..,.> - 20 --0 "II y'::=-' -;0 -- 3.02 TESTING OF PJPE: -- r0 -- ", - '-n ~(-.., A. Lamp all pipe to visually inspect for defects and debris. -\~ --0 '-. :<'r: -' '0 - B. Leakage Tests: Perform leakage tests on all sanitary sewers as follows: {-~::::-'- r- ~/''" '~ r. ,- L Perform after completion ofbackfi\l. y r0 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 one foot above top of pipe at upper end, conduct infiltration or low-pressure air tests. If maxirmnn pressure exerted by groundwater is greater than 4 psig, conduct infiltration test b. If groundwater is less than one foot above top of pipe at upper end, conduct exfiltration or low-pressure air tests. c. lfpipe is larger !ban 27-inch, air test is not allowed. 4. Exfiltration or infiltration test performed on sections of approved length (maximum Yrntile 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 (I) 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. -- SP-016048 Page 9 of 14 b. Procedure (I) Perform from manhole-to-manhole after backfill. (2) Place pneumatic plugs: (aJ 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 !ban maximum pressure exerted by groundwater above pipe invert (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 4 2.0 6 3.0 8 4.0 r--~ r> 10 5.0 Q C-" ~, 12 5.5 :2:G ~ ::-'(J 1'1 15 7.5 )>=-, "~ 18 8.5 n~~ N -~ - -'--1 21 10.0 --j~:. \ , ---'--.' -0 -, 24 11.5 - G' -" \....l 27 13.0 n~~ ~,-,/..... ~ 30 14,0 ...:::. ,C"", 36 17.0 )o- N 42 20.0 48 23.0 54 25.5 60 28.5 (b) Minimum allowable time for sewers with more than one size of pipe: based on largest diameter reduced by 0.5 min. c. Locate and repair leaks and retest as required. 6. 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. 7. Exfiltration Test SP-016048 Page 10 of 14 a. Subject sewers to internal pressure by: (1) plugging the pipe at lower end, (2) filling pipelines and manholes with clean water to height of two feet above top of sewer at upper end. 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 ofleakage from sewer: Detennined by amount of water required to maintain level ~ two feetabove top of pipe. ~ '6 o <.>0 d. Allowable exfiltration same as allowable infiltration. -2. 0 ~ \I )./:...-} -;0 - -. N r- e. Modification to this test only as approved by the Engineer. 0_. - ".-r1 -,I ;~~ . " --0 ,-, f. Locate and repair leaks and retest as required. - . \..J ~ ~::..-~: .........-"""/..... -<:. c. Deflection Tests: Perform deflection tests on all PVC, PVC truss, Vylon, A-2000 PVC aOO'CCFRPM- sewers as follows: ' :Y N 1. The mandrel (golno-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 fleXlble pipe's published ASTM average inside diameter. Allowances for pipe waIl 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 of oi .00 I". 2. The mandrel inspection shall be conducted no earlier !ban 30'days after reaching fiuaI 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 shaIl be responsible for approving the mandrel. Proving rings may be used to assist in this. Drawings of the .mandrel with complete 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: A Set bases true to line and elevation on minimum six-inch granular backfill material. B. Install O-ring gasket in joints between sections conforming to manufactorer'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 I I SP-016048 Page 11 of 14 thoroughly. F. Set frames with top conforming to finished ground or pavement surface as indicated and directed. G. Set frames in full bed ofRAM-NEK or equal to fill and make watertight space between masonry top and bottom flange of frame. H. Backfill as specified in Special Provisions for Trench Excavation and Backfill. \. Clean manhole upon completion. J. Inspect for visible leaks after groundwater has returned to normal level. Repair leaks. 3.0-1 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 a stand-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 ~y to make inmnediate repairs and/or replacement in case of diversion system failure. Divet.jb~()f sa\)jyny sewage to stann sewers or waterways is not allowed. ~: _~ ~ Il ,-...,-< N :::::: , ) - - __11-'1 rn PART 4 - MEASUREMENT AND PAYMENT /r- :', rn --0 ,-' r::) ;! , ,~.-) -I.OJ STANDARD OF MEASUREMENTS: . ~/.... .r::- .~ --' ):.:-- ~ A Work completed under the contract shall be measured by the Engineer. Payment will be based ontl\e 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. -1.02 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 swn 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. -1.03 BID JTEMS: A GENERAL SP-016048 Page 12 of 14 Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identifY the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused the Contractor or hislher Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as a separate bid item. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected'from damage unless specificallynoted'as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engin=. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replaCement (unless it is listed as a separate bid item), disposal of surplus excavated material, handling water, installation of all neCessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified, backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. AIl labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as a bid item. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Perutits paid for by the Contractor will be issued only for construction vehicles, not P75"nal vehiCles. , ~ The Con~tor shall be ,:sponsible for continuous cleaning o~m~d and d.ehris Offadj~eiii?drive~ys, -n streets, SIdewalks and pnvate property, when mud and debns IS depoSIted there as,a result,oCJny -- construction activity. The cost of clean up shall be incidental. ( ) r, '- i-- ~, 'Tl /:::..-. ' .:-"''.--, -0-1 B. BID ITEM DESCRIPTIONS -- ~-:-, =~ :,..1 0"'-' - ...,,-/"', ~ I. Sewer Service, Sanitary Sewer Pipe, Sanitary. ~ ;. N The unit prices for these items will be paid based on the number of linear feet installed. Length will be measured for each size and type of pijle along the pipe centerline with no deductions for prefabricated bends or flared end sections. Measurement shall exclude the space across manholes. The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: a. Adapters, collars and tapping required for connections to dissimilar pipes, manholes, or SP-016048 Page 13 of 14 other appurtenances. b. Trench excavation including furnishing necessary equipment c. Trench boxes required for safety and to ntinimize disturbance to features to be saved. d. Exploratory digging required to determine location of existing structures or potential conflicts. e. Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. f. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements. g. Supply, placement and compaction of standard backfill and granular backfill material. Granular backfill material shall be used in trenches under or within 5 feet of pavement or as otherwise indicate(! or specified on the plans and by the Engineet. h, Dewatering trenches and excavations for pipe, intakes, manholes and associated structures including furnishing pumps, piping, well points, etc., as required. i. Temporary connections, piping, and pumping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures. j. Frost excavation, frost ripping, frost blankets, or other activities associated with cold r---.' weather. _ C? o ~ k. Testing of sewers as required. :2: Q ?Q y. __i :;0 -n I. Temporary support of existing utility mains and service lines. n -( N :=== m. Temporary fencing required to contain livestock. ,) ~ : [-Tl - 1-;-' -- r1 n. Repair or rep1acement of utility services damaged by the Contractor. :~ 2~ ;. _J ..-' /' -~ .' 0, Permanent connections and stubs with caps for sump pump, drainage, $a field til~ of various sizes, including backfill as specified by the Engineer. p. Removal and disposaIof excess excavation. 2. Sanitary Sewer Manhole Bases, Sanitary Sewer Manhole Risers, Drop Connections at Manholes. The unit price for manhole risers will be paid based on the number of vertical feet installed as measured from the flow line to the bottom of the frame and shall include excavation, connections to sewers, steps, flat top slabs, platfOlms, adjusting rings, and supply, placement and compaction of specified backfill. Over tees, risers will be measured from the top of the tee to the bottom of the frame. The unit price for manhole bases will be paid based on the number constructed and shall include chimney seal and the manhole frame and casting. The unit price for tee sections for tee manholes and special sections for junction manholes will be paid based on the number of each type furnished and installed and shall include the manhole frame and casting. The unit price for special platform sections for tee and/or junction manholes will be paid based on the number installed. Payment for sanitary sewers will include the length of the tee section. The unit price for drop connections at manholes will be paid based on the number of vertical feet ------------ --- - -- SP-016048 Page 14 of 14 installed as measured between the flow lines of the manhole and the tee section. The unit price for special manholes will be paid based on the number of special manholes constructed and shall include base, riser, frame and casting and specified backfill, Stoppers for stub connections are incidental. 3. Remove Sanitary Sewer Pipe. The unit price for this item will be paid based on the number oflinear feet of designated pipe which is removed as measured along the pipe centerline and includes excavation, saw cut of structures, demolition, removal, disposal of debris, and supply, placement and compaction of specified backfill. 4. Abandon Sanitary Sewer Pipe. The unit price for sewer abandonment will be paid based on the number oflinear feet of abandoned sewers which are filled with non-shrink flowable mortar, including bulk-heading with concrete and modifying inverts in existing manholes and intakes which remain in service. The unit price for each manhole abandonment shall include all work required to excavate, perform structural removals, fill and cap remaining structure, and supply, placement and compaction of specified backfill. 5. Trencb Stabilizing Material. The unit price for this item will be paid based on the number of cubic yards of rock used in place of unsuitable foundation materials only when directed and authorized by the Engineer. Trench stabilizing material not approved by the Engineer will not be paid for. Included with this item is additional trench excavation, disposal of excavated materials and dewatering. This item does not replace and/or include specified pipe bedding material. , - Q C-:.'> c.o ~ :2::0 ",:"" >=' ~.v 11 = Cj-< '" -- =1(':-: - /~ '11 ~-", I --0 \r; -, --,) ,-.J 0"-, :>/' -'=- j> ~ W I SP-016049 (NEW) ~~ Iowa Department of Transportation ~ SPECIAL PROVISIONS for SANITARY SEWER AND WATER MAIN - BORING AND JACKING Johnson County STP-U-3715(620)--70-52 ,--..> r' 6 '-' wJ <n :.J ...,---..... \l 1:7" :::.' :xl -- g~~, N - iT\ .:-..........:..- -. -u c-' \ ' -,' \_.J ~:::~ ~ '~/' ~ < ..,:=- ):> w Effective Date May 20, 2003 THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP-016049 Page 2 of 9 DESCRIPTION This Special Provision covers the work of boring and jacking sanitary sewer and water mains. JACKED CROSSINGS PART 1- GENERAL J.OJ SUMMARY: A. Furnish labor, materials, tools and equipment to install carrier pipe and casing pipe by boring and jacking or by similar approved methods. Follow Special Provisions for Trench Excavation and Backfill for ripen cut installation of steel encasement and provide crushed stone encasement to top of pipe. J.02 REFERENCES: r-) ~ ~ , - ;::;., A. American Railway Engineering Association "Specifications for Pipelines Conveying N01-p;nnma1!Ie -\I Substances," latest edition. ~~ -- ~ ;.J . /7 __; .;:;:: r"' -- ,,) \ B. mOT Standard Specifications. 'oj n - i;\l -- '. . '-, ,. -' --c J.03 QUALITY ASSURANCE: :-'-\-\\ "'. <.j ;.::; "JJ. '--;~ /' ;:;~ A Unless otherwise specified, the methods and equipment used shall be the option of the S9ntractor.z:, provided that the proposed methods and equipment is approved by the Engineer. Such approval shall in no way relieve the Contractor of the responsibility for making a satisfactory installation. Only workers experienced in boring and jacking operations shall be used to perform the work. Statement of qualifications shall be submitted and approved by the Engineer prior to the start of work. PART 2 - PRODUcrs 2.0J CASING PJPE MATERIAL: A Steel pipe to be used as a casing pipe for sanitary sewer or water main shall conform to ANSI Specification B36.1O, current edition, with a minimum yield strength of 35,000 psi and nominal diameter and wall thickness as indicated on the plans. Pipes with exterior projections necessitating excavation larger !ban pipe body will not be permitted B. Concrete for casing pipe bulkheads shall be Class C. 2.02 CARRIER PJPE MA TERIALS: A Water Main: I. Ductile Iron Pipe, Class 52, Conforming to A WW A C- I 51, and the following: a. Mechanical joint fittings conforming to A WW A C-II 0 and C-lll. Griffin Snap- Lok restrained joint or approved equal shall be used. b. Cement mortar lining for pipe conforming to A WW A C-l 04. SP-016049 Page 3 of 9 c. All fittings shall be bituminous coated inside and outside. d. All water main shall be installed within casing pipes as specified including the furnishing and installation of casing chokes, 3 per every 20-feet of pipe. B. Sanitary Sewer. I. Ductile Iron Pipe, Class 52, conforming to AWWA C-151, and the following: a. Mechanical joint fittings conforming to A WW A C-ll 0 and C-lll. b, Pipe and fittings coated inside and out with coal-tar pitch varnish conforming to AWWAC-l06. c. All ductile iron sanitary sewer shall be installed within casing-pipes as specified. 2. Reinforced Concrete Pipe, Class 111 design strength, conforming to ASTM C-361 and the following: a. Joints shall conform to ASTM C-443 using confmed "O"_ring gaskets, r-'; c" -" C' b. Reinforced concrete pipe shall be installed without casing pipes, ~~SjOth~se ....,-, indicated. Pipes with exterior projections necessitating excavation~T3fgei' thaiNhe _~ pipe body will not be pennitted. n ~~ ~ ~ :.=J,( -' , : /,-' '_1 PART3-EXECUTION C-'. en ::c: ",) - J - - 0'^' J;:" 3.0J PROTECTION OF UNDERGROUND FACILITIES: '-5- /- ;. y- c.,) A. Contractor is responsible for locating all underground facilities and mndifying boring operations to prevent damage to existing facilities. 3.02 JACKING EQUJPMENT: A. The jacking head shall consist of suitable bearing pieces to protect the pipe from damage. B. The jacks shall be of ample capacity to provide more !ban the anticipated requirement C. The reaction blocks shall be suitable to provide for resistance to, and distribution of, the reaction from the jacks, D. The Contractor shall take extreme caution to ensure that the jacking apparatus is strongly constructed and set and maintained in proper relative position and a1igmnent, in order to minimize forces whi~h would tend to bend the pipe, cause it to deflect from true aligmnent, or displace the reaction blocks. 3.03 EXCAVATION AND JACKING OPERATIONS: A. Pipes shall be joined before being subjected to the jacking process, or after they have reached final position, depending on the type of pipe and nature of the joint and jointing material. B. The method of jacking, in each case, shall be approved by the Engineer. C. Bracing and backstops shall be so designed and jacks of sufficient rating such that the jacking can progress without stoppage, except for adding lengths of pipe, until the leading edge of pipe is at the SP-016049 Page 4 of 9 jacking limit D. Jacks and bracing shall be arranged such that the thrust is applied parallel with the centerline of the pipe and distributed equally along the jacks. E. The pressure exerted by the jacks shall be applied uniformly over the end of the pipe by a collar, or shall be distnbuted to a number of points around the pipe circumference by cross timbers. Application of pressure with the metal of the jack in direct contact with the pipe will not be permitted with either concrete, ductile iron or steel pipes. Suitable cushioning material shall be inserted between the jack and pipe. Spalled concrete or crumpled metal, which result in an unsatisfactory joint when the succeeding section of pipe is placed, shall be cause for rejection and removal of the damaged section. F. Once jacking has been started, it shall be continuous until completion of the jacking operations in order to reduce the possibility of a "stock" pipe and to minimize the creep of the soil into the face, even though this may involve working outside'the normal working hours or outside the norrrial, working days as approved by the Engineer. The Contractor snail not be entitled to additional compensation for effort required to maintain continuous jacking operations. G. Care shall be taken during excavation and jacking operations to ensure that the jacked pipe remains true to line and grade. H. No open cut within jacking limits shown on the plans shall be permitted without authorization of the Engineer. 3.04 CASJNG PJPE INSTALLATION: A Casing is not required, unless noted on plans. for pipelines 60" in diameter or greater.-When clis1ng pipe is not utilized, pipe to be bored or jacked shall be supplied with maximum~ll thicl$~ss available for class of pipe specified. 'f.;; C) "" 11 _ _1 :;.-J / .......,--.. N -- B, Ends of the steel pipe sections shalI be beveled ends for butt welding. The casing pipJjoints shall-be full-circle butt-welded joint conforming to A WW A C206-75. ~ C~ --0 :Tl -. I" _' _..1 ;~::r~ -'" C. Minimum limits of installation of casing pipes shalI be as shown on the plans. ':;:::. /....... ~ ~.: . ~ ~ D, When casing pipes are instalIed by the boring method, the pipe must be jacked through the soil as't!1e soil is removed by the auger. InstalIing casing pipes through pre-bored holes after auguring is completed is not permitted. Removal of material from bored holes by washing, jetting or sluicing is not permitted. E. If voids between undisturbed embankment and the outside of casing pipe result from installation work, the Contractor shall fill said voids with grout injected under pressure using approved methods. Grout placed as described shall be incidental to pipe instalIations and no additional compensation shall be allowed. F. Excavation for a limited distance ahead of forward end of the pipe will be permitted when the soil is sufficiently stable to stand without danger of caving. In this case, the hole shalI be trimmed to the neat size of the outside of the pipe to reduce resistance to jacking and to maintain contact between embankment material and outside surface of pipe. In soft or unstable soil, the pipe shalI be allowed to cut its way through the soil to avoid danger of caving and subsidence of the overlying embankment and roadways or trackage. If the pipe is metal with a corrosion-resistant coating, care shall be taken to protect said coating from damage during jacking and excavating. G. Obstructions to the progress of the pipe, such as roots, boulders or portions of former structures, shall SP-016049 Page 5 of 9 be removed and deviations from line and grade shall be avoided if such deviation will result in ill- fitting joints, The use of explosives for removing obstructions is prohibited. H. After installation of carrier pipes within casing pipes, the annular space between the pipes shall be filled with grout in conformance with the materials specification herein. The grout shall be injected by pressure methods, in one operation. The Contractor shall submit the proposed method to the Engineer for approval prior to work. I. After installation of carrier pipes within casing pipes, and in conjunction with grout placement as . described herein. the Contractor shall seal ends of casing pipes with concrete bulkheads a minimum of one-foot thick. 3.05 CARRIER PJPE JNSTALLATlON: A. The carrier pipes shall be the claSs, type and size as indicated on the plans and specified herein. B. If the plans eal1 for the carrier pipe to be installed without a casing pipe, the requirements for installation of casing pipe as detailed herein shall apply. This shall include filling of voids betw~ undisturbed embankment and outside of pipe with specified grout C. Carrier pipes installed in casing pipes shall be supported on shop-fabricated chokes specifically designed for this purpose. Support system shall be firmly attached to carrier pipe at specified intervals. Support system components shall be installed near to, but not at, pipe joints and at other locations so that pipes are well supported. Carrier pipe joints or barrels shall not be permitted to bear directly against casing pipe. The pipe support system shall be designed to allow placement of grout in all areas of annular void as described herein. 0 t;:; . ~O ~ D. Placement of grout between casing and carrier pipe and material for same shall =lfe:~ de.-i:ribed ~ elsewhere herein. C) -- N ~- :::i C~. - -1-"1 --<,r-- I I 3.06 CONTROL OF LINE AND GRADE: .'__ [[', ~ '=) Q ~~ .=- A. During the installation of casing pipes and carrier pipes, the Contractor shall be reSponsible:for monitoring aligmnent and elevation of said pipes. The Contractor shall provide co,;)ful pointsCand reference marks for this purpose. Allowable deviations from the plan a1igmnent and elevation are as follows: I. Horizontal Deviation: 0.40 ft. deviation from plan aligmnent per 100 ft. of installed pipe. 2. Vertical Deviation: 0.20 ft. deviation from plan elevation per 100 ft. of installed pipe. In addition, care shall be taken to assure that minimum positive grade, as determined by the Engineer, is maintained in the installed pipe. Minimum positive grade shall be determined based on maintaining minimum flow velocity (2 feet per second) at 0.8 full pipe conditions. B. The Contractor shall take appropriate measures to maintain jacked installations within the above- slated tolerances. If measures require removal of newly-installed pipes, removal of rocks, boulders or other obstructions encountered .or other measures which cause a void outside the casing or carrier pipes, said voids shall be filled with grout injected under pressure by a method approved by the Engineer. PART 4 - MEASUREMENT AND PAYMENT -I.OJ STANDARD OF MEASUREMENTS: SP-016049 Page 6 of 9 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 -1.01 BASJS 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 i~ to be considered incidental to the project and no separate payment will be made. -1.03 BID JTEMS: A. GENERAL Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identifY the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additioual compensation will be made for repair costs to fix damage caused the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as a separate bid item. Existing items damaged or unsuitable for relocation or reinstallation Will be replaced with like item and painted, if necessary, at the Contractor's expense. ~ ~ ;~() ~ -f> - -I -.a All trees and shrubs shall remajn and be protected from damage unless specifi,~~ no~ as ::::r.J "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise 'directed ~ the ,-- _., \ l Engineer. The prices for those items which may have any impact on existing trees _anp'shrubs shall "T1 include compensation for special precautionary measures required to prevent injury or,dalDage t<;'kid '-! Ij-'.) ~ '-..J tree, shrub or root system. ~ :>..: ..c- ~> .- The prices for those items which involve grading or excavation shall include co~tion f~top soil removal and replacement (unless it is listed as a separate bid item), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and'supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken conerete, SP-016049 Page 7 of 9 tree roots, limbs and other debris is incidental to this project unless it is listed as a bid item. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking rees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. B. BID ITEM DESCRIPTIONS I. Water Main, Bore and Jack; Sewer Pipe, Sanitary, Bore and Jack; Sewer Pipe Sanitary, Encased; Open Cut The unit prices for these items will be paid based on the number of linear feet installed. Length will be measured for each size and type of pipe along the pipe centerline with no deductions for prefabricated bends or f1ared end sections. Measurement shall exclude the space across manholes. The follqwing items shall be considered incidental unless they are included with other,.J!"'RS listed in the FORM OF PROPOSAL: () t.~ a Adapters, collars and tapping required for connections to dissimilar Pi~i<;;?",mo~, or -Tj other appurtenances. n - f') -= ~-,(-' - . b. Trench excavation including furnishing necessary equipment :.< ,'-' i-n . r- ~ ---, c. Trench boxes required for safety and to minimize distorbance to featureSto:be saved. ',_J -s: /', ~ d. Exploratory digging required to determine location of existing stru~s or potential co~ets. w e. Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. f. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements. g. Supply, placement and compaction of standard backfill and granular backfill material. Granular backfill material shall be used in trenches under or within 5 feet of pavement or as otherwise indicated or specified on the plans and by the Engineer. h. Dewatering trenches and excavations for pipe, intakes, manholes and associated structures including furnishing pumps, piping, well points, etc., as required. i. Temporary connections, piping, and pumping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures. j. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. k. Testing of sewers as required. I. Temporary support of existing utility mains and service lines. m. Temporary fencing required to contain livestock. SP-016049 Page 8 of 9 n. Repair or replacement of utility services damaged by the Contractor. o. Permanent connections and stubs with caps for sump pump, drainage, and field tiles of various sizes, including backfill as specified by the Engineer. p. Removal and disposal of excess excavation. 2. Construction of Water Mains. The unit prices for construction of water mains will be paid based on the number of linear feet installed, Length will be measured for each size and type along the pipe centerline with no deductions for fittings. The unit prices for construction of water services will be paid based on the number of each size and type installed. The following items shall be considered incidental unless they are listed as separate bid items. a Furnishing and installing pipe, joint materials and fittings. b. All water main adapters and sleeves required for installation and connections to existing water mains. c. Furnishing and installing tapping sleeves, corporation cocks, tapping services, curb shut-<)ff valves and boxes, couplings for connections to existing water services, and removal of abandoned service valve boxes. d. All trench, mole, exploratory, and hand excavation. e. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope. f. Supply, placement and compaction of standard backfill and granular backfill material. g. Dewatering trenches including furnishing pumps, piping, well points, etc., as required. h. Temporary plugs or connections, to provide full pressure water service as necessary. i. Frost excavation, frost ripping, frost blankets, or other activities associated wi\hccold weather. C~ 0 = ::f:n ~ ::-.. j. Testing and disinfection of water mains and water services as required.::> =-, :O~ il ../ ,., , N ,- '. , - k. Dechlorination of flushed water entering storm sewer system. :c - ~-<:-- ,-rj . I r- , ""D -, I. Temporary support of existing utility mains and service lines. ---J \...J ,~'S; ..,;:::-; . - ~:: .- m Repair or replacement of utility services damaged by Contractor. )> - w n. Protection of existing valves so they are fully operational and accessible during construction. o. Connections and/or taps for water mains and water services 4 inches in diameter and 1arger to existing water mains and water services. SP-016049 Page 9 of9 3. Trench Stabilizing Material. The unit price for this item will be paid based on the number of cubic yards of rock used in place of unsuitable foundation materials only when directed and authorized by the Engineer. Trench stabilizing material not approved by the Engineer will not be paid for. Included with this item is additioual trench excavation, disposal of excavated materials and dewatering. This item does not replace and/or include specified pipe bedding material. 4. Boring and Jacking. The unit price for this item will be paid based on the number of linear feet bored and jacked as measured end to end of assembled pipe within casing. Included with this item is excavation, jacking pit, receiving pit, boring and jacking, carrier pipe, casing pipe, disposal of excavation and spoil material, casing centralizers and field lock gaskets, supply, placement and compaction of specified backfill and connections to existing sewers and/or water mains. ..., 0 = =" '--'-' :20 ........ ~ j::'"::' :;oJ 11 n-' N ,- =:; I:-~ - ~,l .:-<;- -0 r-1 .-, " ',-,) --'J ~ C) ;,z -- ., -< )> ~ (J) --------- SP-016050 (NEW) ~ Iowa oepartmentof Transportation SPECIAL PROVISIONS for MODIFICATIONS TO GENERAL REQUIREMENTS - AND COVENANTS ""--' 6 = = . '-'-' Johnson County <" :;;-- <., / --0 )>=-: II STP-U-3715(620)--70-52 / ?:l Cj----" N ~. -1C-: - ~"~ tTl .~': tr_~ '" -, r'\~"'; ~ ~,",.J '~7~ ::2: .. )> - w Effective Date May 20, 2003 SP-016050 Page 2 of3 THE STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. DESCRIPTION I. This Special Provision modifies lDOT Standard Specifications Article 1109.11 DISPUTED CLAIMS FOR EXTRA COMPENSATION and Article 1109.12 ARBITRATION to eliminate arbitration as a means of settling a dispute. 2. This Special Provision also modifies the lDOT Standard Specifications Article 1109.l6A DIFFERING SITE CONDITIONS. MODIFICATIONS TO THE PROVISIONS FOR ARBITRATION. Delete words..... and either submitted to arbitration or a request for arbitration is denied pursuant to Article 1109.12." from Article 1109.11 last paragraph. Also delete Article 1109.12 in its entirety. ' Replace with the following provisions for dispute resolution. CONTRACTING AUTHORITY and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall biilding arbil!1ition be required as to any dispute arising between the parties or under the Contract Documents. ::2: 0 :::: ~ - v P -.. :;00 ---n MODIFICATIONS TO THE PROVISIONS FOR DIFFERING SITE CONDITIONS. C') -, N =--= -=;i' - Ji'-' 'Tl Delete Article l109.l6A in its entirely and replace with the following. ' 'C': :CJ ,-! 0:::1......: -.. _~..J __ /'. .r.:- A. Notice: If CONTRACTOR believes that any subsurface or physical condition at or contiguous li>J!1e Site that is uncovered or revealed either: )> W I. differs substantially and materially from that shown or indicated in the Contract Documents; or 2. is of an unusual nature, and differs substantially and materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents;, then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in cormection therewith (except in an emergency, notify CONTRACTING AUTHORITY in writing about such condition. CONTRACTOR shall not further disturb such condition or perform any Work in cormection therewith (except as aforesaid) until receipt of written order to do so. B. CONTRACTING AUTHORITY'S Review: After receipt of written notice as required by paragraph 4.03.A, CONTRACTING AUTHORITY will promptly review the pertinent condition, determine the necessity of CONTRACTING AUTHORITY'S obtaining additional exploration or tests with respect thereto, and advise CONTRACTOR in writing of findings and conclusions. C. Possible Price and Times Adjustments: I. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in CONTRACTOR'S cost of, or time required for, performance of the Work; subject, however, to the following: , SP-016050 Page 3 of3 a. such condition must meet anyone or more of the categories described in above paragraph; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price wiII be subject to the provisions of Article 1109.03. 2. CONTRACTOR shaII not be entitled to any adjustment in the Contract Price or Contract Times if: a. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to CONTRACTING AUTHORITY in respect of Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b, the existence of such condition could reasonably have been discovered or revealed as a result of any exami!llltion, investigation, explomtion, test, or study of the Site and contiguous areas required by the bidding Requirements or Contract Documents to be conduc!ed by or for CONTRACTOR prior to CONTRACTOR'S making such final commitment; or c. CONTRACTOR failed to give the written notice within the time and as required by above paragraph. 3. If CONTRACTING AUTHORITY and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefore as provided in Article 1109.03. However, CONTRACTING AUTHORITY, shaII not be liable to CONTRACTOR for any claims, costs, losses, or damages (including but not limited to aII fees and charges of engineers, architects, attorneys, and other professionals and aII court or arbitration or other dispute resolution costs) sustained by CONTRACTOR on or in connection with any other project or anticipated project. '" C) .:::::...' = ~~ ::2:0 ,~ >=: :':-0 ---n -< = () N ,- - r-- - ~~'-' --0 ~il r(i -, Y-=-= , ......j ~ ---0* .r::- ~?' <: )> ~ w -------- ---- , NOTICE TO BIDDERS 'MORMON TREK EXTENSION PROJECT STATE OF IOWA - Sealed bids will be received on May 20, 2003 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa until 10 o'clock A.M., C.T., for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express website (www.bidx.com) as an official depository for electronic bid submittal. The Iowa DOT will ensure that this electronic bid depository is available for a two-hour period prior to the deadline for submission of bids, In the case of disruption of national communications or loss of services by www.bidx.com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to I submit bids. Instructions will be communicated 10 potential bidders. I Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, I Iowa after 10:30 A.M. on the same date such bids are scheduled to be received, unless otherwise I speCified by the Iowa Department of Transportation. I All proposals must be filed on the forms fumished by the Iowa Department of Transportation, Contracts Office, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids. A Proposal Guarantee not less than the amount as set forth in the proposal form shall be filed with each proposal. The Proposal Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union, Certified checks or. credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to. the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Bid Bond (Form No, 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used in lieu of that specified above. Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, as herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department of Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. . On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required 10 complete and submit form 102115 with the bid documents. On all projects without goals, the contractor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potential sub-contractors. Some of the projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects. The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: . Posted on the Internet at www.bidx.com . Available in the Iowa Department of Transportation's "Weekly Letting Report" . Available by calling the Office of Contracts of the Iowa Department of Transportation at 515- 239-1414. Minimum wage rates for all Federal Aid projects have been pr,edetermined by the Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the Federal-Aid System. All Federal Aid projects are subject to the Work Hours Act of 1962, P. L. 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, a resident bidder shall be allowed a preference as againsl a non-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no Federal Funds involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 Bid Order: 107 DBE Goal: 5.00% Work Type: PCC PAVEMENT - GRADE/NEW Guarantee: $250,000.00 Project(s): JOHNSON - STP-U-3715(620)--70-52 MORMON TREK BLVD. PCC PAVEMENT - GRADE/NEW FROM IOWA 1 TO IOWA 921 pwenglnoticetobidders.doc L I OFFICIAL PUBLICATION The Iowa Department of Transportation i $ &.5.L()" NOTICE TO BIDDERS (or other approVed contracting authority) , Printer's Fee hereby notifies all bidders that it will affir. MORMON TREK EXTENSION mafively .ensure that in any contract PROJECT entered' into pursuant to tI1is advertise- CERTIFICATE OF PUBUCATION STATE OF IOWA - Sealed bidswUl be ment, disadvantaged business enterprts- es will be afforded full opportunity to sub- STATE OF IOWA, received on May 20, 2003 by the Iowa mitmds in response to this invitation and Department of Transportation at the will not be discriminated aSI3iDst_orMhe. JOHNSON COUNlY. SS: Office of Contracts in Ames, Iowa until 10 grouhds of race, COIor;~6i"nalio':'lat ocigin o'clock A.M., C.T., for various items of in consideration for an award. THE IOWA CITY PRESS-CITIZEN construction and/or maintenance work. On Federal Aid projects, where disad- . Plans, specifications and proposal fo~ vantaged business enterprise goals have FED. ID #42-0330670 for the wor1c; may be seen and secured at been established. the bidder is required the Office of Contracts, Iowa Department to complete and sUbmit form 102115 with 0' Transportafion, 800 Lincoln Way, the bid documents. On aU projects without Ames, Iowa until noon on the day previ- goals, the contractor must show that affir. I, ous to the letting. mative actions have been made to seek Mailed bids are to be sent to the Iowa out and consider disadvantaged bUsiness Orlene Maher, being duly sworn, say Department 0' Transportation, OffICe of entelprises as potential slJb..conlrac1ors. - Contracts, 800 Uncoln Way,- Ames, Iowa Some of the projects may be listed in that I am the legal clerk of the IOWA 50010. Staff will be available at the Office I multiple_ proposals (as an individual proj. of Contracts the day previous to the let. ect or as part of a combined package of CITY PRESS-CITIZEN, a newspaper ting and the day of Ihe letting 'or ~ proiects). The Contracting Authority win dropping off of bids during regular bus.. determine which combination of propos_ published in said county, and that a ness hours 7:30 a.m. to 4:30 p.m. als produce the lowest bid fOr these proj- The Iowa Department of Transportation eels, notice, printed copy of which is (DOT) uses the Bid. Express website The listing of projects, and details of the a lwwwbidxcom) as an official depository project, for which bids are to be taken will hereto attached, published in for .electronic bid submittal. - The Iowa ' J>e available"to potentlal bidders and sup.. was DOT will ensure that this etectronic bid pliers three (3) weeks prior to the letting said paper J time(s), on the depository is availabfe for a ~tJ?u~ peri- dates at the fof1o~ng ~ions: od prior to the deadline for submtSSlon of Posted on the Internet at wwwbim: com following date(s): bids. In the case-of disruption of national Available in the Iowa Department of communications. or loss of services by Transportation's ~eeklyLetting Report" wwwbidx com during this fwo-hOur peri- Available by. caJling the Office. of A~\\ 6)1) J ..:lno.3 od, the Iowa DOT will delay ftle'deadline Contracts 'of the Iowa Department of for bid submissions to ensure ~ ability Transportation at 515--239-1414. of potential bidders to sut:!mit bids. Minimum wage rates for aD Federal Aid , Instructions will be communicated 10 projects have been predetermined by the potential bidders..'.'.:' ~ Secretary .of Labor and are set forth in the Opening and reading of th~. ~ids will'l?9 Specifications: However,' this does not ~., YV\Jl ~ l. ./ performed at. the Iowa Deparbnenf of I apply to .prOjectsoff the Federal-Aid Transportation, Ames, Iowa '"after 10:30 System':. ..... A.M. on the same. date such bids are I All Federal Aid projects are subject to.the . .b..>. '-II scheduled to be" received.- unlesS other. Work HoUrs Act of 1962,~P. L 87-581 and Legal Clerk wise specified by the Iowa Department of , Implemeiuing regulations. Subscribed and sworn to before me Tralisp()rtation. ". _" ,._ By virtue of statutorY authority, a Prefer. All proposals must be fi!ed ~,the tolTl'lS ence win be given to products and Provi. this <9.5 dayof~ fumished by the I()~a. Department of $iOns groWn ancf,cxiaJ prodUCed within the Transportation, Contracts Office,. sealed State of Iowa; arid 8Jso,aresident bidder andptainty marked. Proposals containing . shall be anOwed a preference as against. A.D. 20 ()q . : any reSefVatiohs nof!provided fOt' in the " a.non-resident bidder,from a state or for. forms fumished will be rejected. Tl)e Iowa eign country ~hich gives or requires a . ~ Department of Transportation. reserves preference too bidders from that state or. '--PJ~~/ ~. the right to waive technicalities and to foreign country both on projects in which. reject any or all bids. '. there are no Federal Funds involved. A PropoSal Guarantee !'lOt le~ than the Notary Public amount as set forth in the proposal form IOWA DEPARTMENT shall be filed with each propoSal. The OF TRANSPORTATION Proposal Guarantee shall be in the form OFFICE OF CONTRACTS of a certified check or credit' union certi. TELEPHONE: 515-239-1414 - lied share draft, cashier's.check, money' order or bank draft'drawn on a solvent Bid Order: 107 DBE Goal: 5.000/0 bank orcredif union. Certified checks or Work. Type: pee PAVEMENT- ciedit u'nion certified -"share drafts, shall -,.. GRAOElNEW . bear an endorsement signed by a r~spon' Guarantee: $250,000.00 sible official of ~. bank_Or credit union Project(s): JOHNSON - STP-U. 'i! MARGARET RlOS .as .to the- amount_ certified. CaShier's 3715(620}-70-52 . ~ Comml.slon NUfI'Iber 130158 checks, money orders or bank ~~af!s shall MORMON TREK BLVD. PCC PAVE- My Commission Expi.-ea be made, payable either to the 'MENT - GRADElNEW FROM ... tXtober 26, 2004 Contracting Authority or to the bidder and, I IOWA 1 TO IOWA 921 where made payable to the bidder, shatt contain an unqualified endOrsement to 50721 April 25, 2003. the Contracting' Authority signed by the bidder or the bidder's authorized agent. A properly completed Conti'~ctor's Bid Bond (Form No. 6S00(1), or a, properly completed Contractor's Annual Bid Bond (Form No. 650(43), both availabl~ from the Iowa Department of Transportation, Office of Contracts, may be -used in lieu of that specified above. ' Failure to execute a contract and file an acceptable Performance Bond and I Certificate of Insurance within 30 days of the date' of the approval for awarding the contract as herein provided, will be just and suffICient cause for the denial of the award and the forfeiture of the proposal guarantee. . \ r ;--, '<,s '., \ ',' ~ !' t .';,; .:!ft REA, ESTATE TRANSFE~ 036217 F TAX PAID FILED NO. .. Transfer Fee 5~o BOIJ~PAGE Sb l Recorder Fee ~ $ 5;"'00 03 nPR 24 PM 3: 09 Total 31~ Kimberly Painter JOHNSON COUNTY RECORDER ~~ER IOWA CITY. IOWA " Johnson ! ')'. _ COUNTY Prepared By: Mitchel T. Behr, Asst. City Attomey, City of Iowa City, 410 E Washington St, Iowa City, lA, 52240: 319.356.5030 I SPACE ABOVE THIS LINE FOR RECORDER I Address Tax Statements: City of Iowa City; 410 East Washington Street, Iowa City, IA 52240 WARRANTY DEED For the consideration of $32,515.00 Dollar(s) and other valuable consideration, Harold John Dane, Jr. and Allegra Gardner Dane, husband and wife (Grantors), do hereby Convey to The City of Iowa City, Iowa, a municipal corporation (Grantees), the following described real estate Johnson County, Iowa: A parcel of land located in the Northeast 1/4 of the Southeast 1/4 of the Northeast 1/4 of Section 20, Township 79 North, Range 6 West of the 5th Principal Meridian, Johnson County, Iowa, consisting of .28 acre, depicted and described as Parcel A on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book 'l-S ,Page 237 with the Johnson County Recorder. This property is being acquired for public purpose through eminent domain and a Declaration of Value is not required. Iowa Code Section 428A.1 Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and Convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. D""qr-Q (qi ~J 1>~ ~@~ - 000561. .'. , \ ,'J. STATE OF IOWA ) )ss: JOHNSON COUNTY ) M'~ On this Jfl.- day of _~ , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally'appeared Harold John Dane, Jr,. to me known to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that he executed the same as his voluntary act and deed. d~ STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this ~ day of A-P P-I L , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Allegra Gardner Dane, to me known to be the identical person named in and who executed the within and for ' g instrument, and acknowledged that she executed the same as her voluntary act and deed. [~ bv-A...J @ JAMIE ADA.IR Commiu\on ~~~ My Comm. Exp. 000562 . . ~ EXHIBIT .LL PAGE ( PREPAREO BYI MICHAEl R. FAGLE. EARTH TECH, 5"1 SYCAMORE STREET, SlJlTE 222, WATERL.oo. IO'otA. 5"703. 31'l-232~6531 ACQUlSmON PLAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY, IOWA OWNER: HAROLD JOHN. JR. & ALLEGRA GARDNER DANE COUNTY PARCEL NO. 1020176009 I , . f-l.., FD I.P. W/YELLOW " CAP NO. 9181 ~ ~ R=940.0Q' L=75.58' ~~" CH=$45 52'00"E 75.56' , b. NGloOI'I:3"E 13.97' ,\ '0 I ~4; ~o{ N46057'25-E 29.81' M 29.86' R \bo. <:f I <,"'-~(, '" LN61001'13'E 68.73' I <? N6100l'lrE 19.97' , r PARCEL A I . ~ ~ S36021'WE 63.68' I 520026'56-E 31.29' " ~---~'" "or R=549.00' l=136.13' ! i,/ \' ... CH'S23 30'58'E 135.78' N02033'36''E ' " \ : ! 156,93' M 158.70' R ~ ... "\ ~S19048'37'E 93.34' I : \ '.If R'1750.00' L'5.10' . PARCEL 8 : \ \ CH'SI6 27'34"E 5.10' I N:no39'40.W 89.13' : ~ jSOUTH LINE NEI/4 \ \: 1___ SEe 20-79-6 .---,1'-.-\::-.-.-.-.---._-' '. ""'" ""'. .~::::. ---.-.-.--0---:_ '. .~ ""-- ---.-- "'''' ...---- Z......-- L' '''''_h''" .m...__._.. ....---- --J------- Z S 193.98' . S89oS5'42"W 31.32' FD I.P. W/YELLOW S89oS5'4Z"W 104.91' CAP NO. 9781 1.06' N OF LINE S890S5'42"W 121.91' S890SS'42"W 872.00' 1324.12' EI/4 eOR SEe 20-79-6 eTR SEe 20-79-6 ,\ ~ X> FO 60d SPIKE Fo CONC MON W 11/2" olA I.P. ,,~ 0{ FROM RECORD TIES I FROM RECORD TIES \" <::{ '\ ,;: ~ '" 1309.61'...../ : I ""<,0' i I : I ' I SE COR SEC 2D-79-6~i I SET 112" OIA REBAR :~ W/CAP NO. 8505 : I FROM RECORD TIES \ ' I her.tJyctrtlfy tlIat this land Surveying ~ doel.Nflt v's pNlpllred by"" or tnfer III)' direct per$OMl S\4*"vlslon and 0 50 100 150 200 th,tl..,dulyllcen-.dlAndSurveyor ~ lJIdwth,l,vsoft/leStateoflov,. ~ mIl"".! (21.1' ~.. s~... IN FE HICHAELR.FAGlf 0., ~ ET LlcenserlUllbel- 8505 My J Icen" r_v,1 cIlIt. II Oecnber 31,2002 ~ P'lI" or lheetl cover<<! by this seill: 447.75: M ~ MEASURED !*FT'!l 1-] ll' :t 447.40 R _ RECORD EAR T H Q TIC H 00056 ~ PROJECT PARCEL NO. 102 ~ u SHEET10F3 ~ . , . EXHIBIT PAGE 'Z- PREPARED BYI MICHAEL R. FAGLE; EARTH TECH, "n SYCAMORE STREET. SUITE 222, W'~TERLOO. IOW'A, 5"703. 31<1-232-6531 DESCRIPTlDN: FEE SIMPLE ACQUISITION (PARCEL A) A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 20; THENCE SOUTH 890SS'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 903.32 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING SOUTH 890SS'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 104.91 FEET; THENCE NORTH 33039'40" WEST A DISTANCE OF 89.73 FEET; THENCE NORTH 61001'13" EAST A DISTANCE OF 13.97 FEET; THENCE SOUTHEASTERLY ON A 940.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 7.41-FOOT LONG CHORD <7.39 FEET RECORD) BEARING SOUTH 41016'49" EAST A DISTANCE OF 7.41 FEET (ARC LENGTH) (7.39 FEET RECORD); THENCE NORTH 46057'2S" EAST A DISTANCE OF 29.81 FEET (29.86 FEET RECORD); THENCE NORTH 61001'13" EAST A DISTANCE OF 68.73 FEET; THENCE SOUTHEASTERLY ON A 549.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 135.T8-FOOT LONG CHORD BEARING SOUTH 23030'5B" EAST A DISTANCE OF 136,13 FEET (ARC LENGTH); THENCE SOUTHEASTERLY ON A I,TSO.OO-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY AND HAVING A S.IO-FOOT LONG CHORD BEARING SOUTH 16027'34" EAST A OISTANCE OF S.IO FEET (ARC LENGTH) TO THE POINT OF BEGINNING; CONTAINING 0.28 ACRE. BASIS OF BEARINGS: THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 IS ASSUMED TO BEAR SOUTH 89055'42" WEST FOR THE PURPOSE OF THIS DESCRIPTION. DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL B) A PARCEL OF LAND LOCATEO IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 20; THENCE SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 1,008.23 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING SOUTH 8905S'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 121.91 FEET; THENCE NORTH 02033'36" EAST A DISTANCE OF 156.93 FEET OS8.70 FEET RECORD); THENCE SOUTHEASTERLY ON A 940.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 7S.56-FOOT LONG CHORD BEARING SOUTH 45052'00" EAST A DISTANCE OF 7S.S8 FEET (ARC LENGTH); THENCE SOUTH 20026'S6' EAST A DISTANCE OF 31.29 FEET; THENCE SOUTH 33039'40" EAST A DISTANCE OF 89.73 FEET TO THE POINT OF BEGINNING; CONTAINING 0.24 ACRE. BASIS OF BEARINGS: THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 IS ASSUMED TO BEAR SOUTH 890S5'42" WEST FOR THE PURPOSE OF THIS DESCR IPTlON. EAR T H @ T' E C H 000564 PROJECT PARCEL NO. 102 SHEET 2 OF 3 , . , .. ".,' '. EXHIBIT PAGE ";? ~ARED BYIMICHAEl. R. FAGLE, EARTH TECH. 'I!II SYCAMORE STREET, SUITE 222. WATERlOO. IOWA. 58193. 31'1-232-6531 DESCRIPTION: TEMPORARY EASEMENT. A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST 1/4 CORNER OF SAIO SECTION 20; THENCE SOUTH 890SS'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 872.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN OESCRIBED; THENCE CONTINUING SOUTH 890SS'42' WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 31.32 FEET; THENCE NORTHWESTERL Y ON A 1,7S0.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY AND HAVING A S.IO-FOOT LONG CHORD BEARING NORTH 16027'34' WEST A DISTANCE OF 5./0 FEET (ARC LENGTH); THENCE NORTHWESTERLY ON A 549.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 135.78-FOOT LONG CHORD BEARING NORTH 23030'58' WEST A 0 1ST ANCE OF 136.13 FEET (ARC LENGTH); THENCE NORTH 61001'13" EAST A DISTANCE OF 19.97 FEET; THENCE SOUTH 36027'17" EAST A OISTANCE OF 63.68 FEET; THENCE SOUTH 19048'37' EAST'~ D[STANCE OF 93.34 FEET TO THE POINT OF BEGINNING; C~NTAINING 0.09 ACRE. BASIS OF BEARINGS: THE SOUTH LINE OF THE NORTHEAST 1/4 OF' SAID SECT/ON 20 IS ASSUMED TO BEAR SOUTH 89055'42" WEST FOR THE PURPOSE OF THIS DESCRIPTION. '," . .' ..' .- - :Or Iml!T3l1 J.JmO 2'13V,HOTTA vro mlT2 V.OtllllH2!.'1I J or. Qi.m Al ml AWOl EARTH@T E C H 000565 PROJECT PARCEL NO. 102 SHEET 3 OF 3 I , i . I ' " : ~ : , F20tered lJ and for t Pon tranSfe FILlED ~~ alion th' r bOOks I d IS a ' , ' JOhnson Co. Iowa 20tl APR 29 2003 I 8y AUD/TOR /- (y~ I COutqy AUDITOR I I IlrnIRI'l TO: CITY ATIORNE'I'S omCE 410 E. WASHINGlllN STRW WWA CfIlIA 52240 4-Yf-11{) ;-', -"");-- (~.~ . ~ , - . ~, ' . FILED NO. :3t,:vc:'.. BOOK%_PAGE<"l" 37 03 nPR 24 PH 3: 09 JOHNSON COUNTY RECORDER IOWA CITY. IOWA PREPARED BYI MICHAEL R. FAGL.E. EARTH TECH. 501 SYCAMORE STREET, SUITE 222. WATERLOO. IOWA, 50703. 31q-232-6531 ACQUISITION PLAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY, IOWA OWNER: HAROLD JOHN JR. & ALLEGRA GARDNER DANE COUNTY PARCEL NO. 1020176009 I "- ~"' FD I.P. W/YELLOW ~ CAP NO. 9781 ~ ~ R=940.00' L=75.58' ,,~~ CH=S45 52'00"E 75.56' " ~ N61001'13'E 13.97' ,,\ l'o I ~<,; ,\0) N46057'25'E 29.81' M 29.86' R \~ ~ i c.,<V~V '); [N61001'13"E 68.73' i" N61001'13"E 19.97' , -. r PARCEL A I , . . S36 027' 17"E 63.68' , S20026'56"E 31.29' . ..--.'., ".r R=549.00' L=136.13' I :,.... \ .. CH=S23 30'58"E 135 78' I N02033'36"E: ' \ , \ . I 15693' M 15870' R ~ . .. " ~SI9048'37"E 93.34' r' . t R=940.00' \ \ I PARCEL B : ,\"'-L=7 41' M 739' .. \. R=1750.00' L=5.10' , : \\ CH=S4IOI6'49'E \ \" CH=SI6 27'34"E 5.10' I N33039'40"W 89.73': . \7.41' M 7.39' R \, ... tCSOUTH LINE NEI/4 \ '.\ , \' SEC 20-79-6 :::I ".\' : - -tI'- - - - - - - - - - - - - - - . - - - - - - - - - ---v'- - # .._-~- ---- .",- '"'.........- -------- '.. _" ............---- -------- " .,' 1~~:~~:Ju-----.--. Z lS89055'42"Wu~;.~-~, __mu I FD I.P. W/YELLOW S89055'42"W 104.91' , CAP NO. 9781 I 1.06' N OF LINE S89055'42"W 121.91' S89055'42"W 1324.12' EI/4 COR SEC 20-79-6 CTR SEC 20-79-6 ,\~ l'o FD 60d SPIKE FD CONC MON W/II2' DIA I.P. c.,<'; 0) FROM RECORD TIES I FROM RECORD TIES \ ~ ~ '\ /. , 0' '); 1309.61'-'/ : I ~~v : I Cj : I : , , I II , ,,' I SE COR SEC 20-79-6 i I SET 112' DIA REBAR \.;,. W/CAP NO. 8505 ~ I FROM RECORD TIES ' I hereby certIfy that thIs land Surveying ~ dacU/ll!'nt vas prepanId by me or under lIIO'I my dlrect personal s~ervls1on and 0 50 100 150 200 ~.N~ that I am a duly llcon,ed land Sucveyoc I I I I I ' ,,\.~,.'_."~4f~~ under the laws of the State of lo...a. IU '.~. VV\ U 0 ~ j~! .U~:~~~I. \~ti \~~A~J i I 8 0 1. ~ , ",. ;. MICHAEL R. FAGlE 0. e SCALE IN FEET - . . Ii \ \... .~ l l1cense nUnDer 8505 ~'-':y"-'"' I c~cNn lOW). My lIcense reneval date Is Oecen'ber 31.2002 ~ .. 447.75' M = MEASURED Pages or sheeh covered by thts seal: 447 40' R = RECORD SHFF~1.:1Of3 . EAR T H @ TEe H PROJECT PARCEL NO. 102 SHEET 1 OF 3 ---------- . PREPARED BV:MICHAEL R.FAGLE. EARTH TECH, 501 SYCAMORE STREET, SUITE 222. W~TEAlOO. IOWA, 50703. 31~-232-6531 DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL A) A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC ING AT THE EAST 114 CORNER OF SA ID SECT ION 20; THENCE SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 903,32 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 104.91 FEET; THENCE NORTH 33039'40" WEST A DISTANCE OF 89.73 FEET; THENCE NORTH 61001'13" EAST A DISTANCE OF 13.97 FEET; THENCE SOUTHEASTERLY ON A 940.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 7,41-FOOT LONG CHORD <7,39 FEET RECORD) BEARING SOUTH 41016'49" EAST A DISTANCE OF 7.41 FEET (ARC LENGTH) <7.39 FEET RECORD); THENCE NORTH 46057'25" EAST A DISTANCE OF 29.81 FEET (29.86 FEET RECORD); THENCE NORTH 61001'13" EAST A DISTANCE OF 68,73 FEET; THENCE SOUTHEASTERLY ON A 549.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 135.78-FOOT LONG CHORD BEARING SOUTH 23030'58" EAST A DISTANCE OF 136.13 FEET (ARC LENGTH); THENCE SOUTHEASTERLY ON A 1,750.00-FOOT RAD IUS CURVE CONCAVE NORTHEASTERLY AND HAVING A 5.10-FOOT LONG CHORD BEARING SOUTH 16027'34" EAST A DISTANCE OF 5.10 FEET (ARC LENGTH) TO THE POINT OF BEG INN ING; CONT A IN ING 0.28 ACRE. BAS IS OF BEAR INGS: THE SOUTH LINE OF THE NORTHEAST 1/4 OF SA ID SECT ION 20 IS ASSUMED TO BEAR SOUTH 89055'42" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. DESCR IPT ION: FEE SIMPLE ACQU IS IT ION (PARCEL B) A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, lOW A, MORE PART ICULARL Y DESCR IBED AS FOLLOWS: COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 20; THENCE SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 1,008.23 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 121.91 FEET; THENCE NORTH 02033'36" EAST A DISTANCE OF 156.93 FEET 058,70 FEET RECORD); THENCE SOUTHEASTERLY ON A 940.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY AND HAVING A 75,56-FOOT LONG CHORD BEARING SOUTH 45052'00" EAST A DISTANCE OF 75.58 FEET (ARC LENGTH); THENCE SOUTH 20026'56" EAST A DISTANCE OF 31.29 FEET; THENCE SOUTH 3303'3'40" EAST A DISTANCE OF 89.73 FEET TO THE POINT OF BEG INN ING; CONTAIN ING 0.24 ACRE. I BASIS OF BEARINGS: THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 IS ASSUMED TO BEAR SOUTH 89055'42" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. EAR T He T E C H PROJECT PARCEL NO. 102 SHEET 2 OF 3 , . ..., . PREPARED BYI MICHAEL R. FAGLE. EARTH TECH, 501 SYCAMORE STREET, SUITE 222. WATERLOO. IOWA" 5~703. 31<)-232-6531 DESCR IPT ION: TEMPORARY EASEMENT A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PART ICULARL Y DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 20; THENCE SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 872.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBEDi THENCE CONTINUING SOUTH 89055'42" WEST ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 31.32 FEET; THENCE NORTHWESTERL Y ON A 1,750,OO-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY AND HAVING A 5.10-FOOT LONG CHORD BEARING NORTH 16027'34" WEST A DISTANCE OF 5.10 FEET (ARC LENGTH); THENCE NORTHWESTERLY ON A 549,OO-FOOT RADIUS CURVE CONCA VE SOUTHWESTERLY AND HAVING A 135.78-FOOT LONG CHORD BEAR ING NORTH 23030'58" WEST A DISTANCE OF 136.13 FEET (ARC LENGTH); THENCE NORTH 61001'13" EAST A DISTANCE OF 19.97 FEET; THENCE SOUTH 36027'17" EAST A DISTANCE OF 63,68 FEET; THENCE SOUTH 19048'37" EAST A DISTANCE OF 93.34 FEET TO THE PO INT OF BEG INN INGi CONTAIN ING 0.09 ACRE. BASIS OF BEARINGS: THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20 IS ASSUMED TO BEAR SOUTH 89055'42" WEST FOR THE PURPOSE OF THIS DESCR IPT ION, ~ ~"'m ;'>:ll.4 ;,~~~ ~2~~ ~o""~ ~~e S EARTH~T E C H PROJECT PARCEL NO. 102 SHEET 3 OF 3 .. . . . f . - . .' Ig tIll; ~ Ij~i$ fEE 036213 FILED NO. ~; REAL ESTATE TRANSFER 8oo~.9-rAGE ~ TAX PAID ,SOD Transfer Fee 03 APR 24 PM 3: 08 7 (y6iJ Recorder Fee J.~ $ Total .3~ JOHNSON COUNTY RECORDER Kimberly Painter IOWA CITY. IOWA R1f.OR~E~ - 2 -0 .Johnson DATE COUNTY Pre....c,,~ ""1. "......11". ,~nr.-; ISSt. lA Attomey, City of Iowa City, 410 E Washington St, Iowa City, lA, 52240: 319.356.5030 SPACE ABOVE THIS LINE FOR RECORDER Address Tax Statements: City of Iowa City; 410 East Washington Street, Iowa City, IA 52240 WARRANTY DEED For the consideration of $47.739.00 Oollar(s) and other valuable consideration, George R. Dane and Marjorie S. Dane, husband and wife (Grantors), do hereby Convey to The City of Iowa City, Iowa, a municipal corporation (Grantees), the following described real estate Johnson County, Iowa: A parcel of land located in the Northwest 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 51h Principal Meridian, Johnson County, Iowa, consisting of 1.45 acres, depicted and described as Parcel A on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book liS . Page .2 3t. with the Johnson County Recorder. A parcel of land located in the Northwest 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 51h Principal Meridian, Johnson County, Iowa, consisting of .36 acres, depicted and described as Parcel B on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book ifS, Page .:lac. with the Johnson County Recorder. This property is being acquired for public purpose through eminent domain and a Declaration of Value is not required. Iowa Code Section 428A.1 Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and Convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. 1'~ i rg; 4J. 000542 ---------------- .. Dated: A-fr.'/ '"Z-/ I ~~.? G~~e~~ ~ ~\.iCZ.. .. . STATE OF IOWA ) Ma ~ S, Dane )ss: JOHNSON COUNTY ) On this ..R.. day of ~ '" i r , 2003, before me, the undersigned, a Notary Public in and for the above,named county and sta e, personally appeared George R. Dane, to me known' to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that he executed the same as his voluntary act and deed, ~~ ~ MITCHEL T. BEHR COMMISSION # 170186 . . MY COMM/S 10 EXPIRES Notary uti ic in and for the State of Iowa IOWA r9- STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this z...I day of .......6 f r,' { , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Marjorie S, Dane, to me known to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that she executed the same as her voluntary act and deed, ,~~-~ ~ MITCHEL T. BEHR Notary'Public in and for the State of Iowa z r. COMMISSION # 170186 ...,. - . . MY COMMI S/O ()~ES lOW,. ".,.-..;, ; . .- ._-~- 000543 , .. , , , " EXHIBIT ,1- PAGE I PREPARED BYI MICHAEL R. FAGLE. EARTH Ta:H, 501 SYCAMORE STREET, SUITE 222. WATERLOO, IOWA, 5B703. 31<j-232~6531 ACQUISmON PLAT MORMON TREK BOUlEVARD EXTENSION CITY OF IOWA CITY, IOWA OWNER: GEORGE R. DANE COUNTY PARC~ ~~. ~~1~~~.,::__:_::-, _ _ _ . _ _ _ _ v'- r ,;L- _, WI/4 COR SEe 21-79-6 -.-.--..-.---'----..'C-~~~:~;:-~-~58.6<' R i i , FO GOd SPIKE I I fROM RECORD TIES WEST LINE SWI/4 SEt 21-19-6 I I PRESENT EAST R/W LINE DANE ROAD , I I EAST LINE WEST 1/2 NWll4 SWI/4 I SEe 21-79-6 I , I I SOOo08'54-W 1070.88' J , I I , I \~ I <0 <-;0{ ~ '\ I i<-'\ 'l- -ii'x,(, I C; I PARCEL A I PARCH 8 I R=1750.QO' L=684.64' I CH=574 50'51-E 680.28' R=laSQ.QO' L=316.90' , NOOo08'54.E 238.13' CH=N71 42'IO-W 316.51' I R=267.0Q'l=61.7Q' SOU LINE NW1l4 SW1I4 I I : -, SEe 1-79-6 CH=SI4 4Q'20.W 61.57' '.. /SOOOI2131-W I I SOOo08'54.W 46.19' , , 47.64' -.------------ ------~ ~--~-------- ---------_/ - ---v'--! 1309.6l' ,'''''--. I I SW COR SEe 21-79-6 ~t ,:_-=_~= _ _ _S~~~'~S~ _ ~.~!. . _ ~~~:~~?~_:~~~=:_~)-::-y SET 1/2" OIA REBAR - W/CAP NO. 8505 , - FROM RECORD TIES s8805~;;5:wn;3:0~:~---hn7~----------.~ 51/4 COR SEe 21-1'9-6 N88Q46'44-E 262340' FD I.P. W/YELLOW . CAP NO. BIGS ~ FROM RECORD flES Ihltrttbyeert.lfyu..tthhlS'd~tng doc:~tv..p....redb)'..orl.ftC/ll~ 1lI'f dIrect persCJlal wpervI'lon and 0 100 200 300 .coo th,tlall.dulyllcensffdLar'ldSurveyor ~ l.fIderther...,softheSt.!I orfow" VY\ 1'2.. 0 HlllUElR.FAGlE SCALE IN FEET lIeen.. mailer 8505 Myltelll1H~v.lontel.Dec:eJllberJl,2002 ~ Pq,or,,,"hcoveredbythls,UI: 447.75' M " MEASURED SlEETS 1.3lJ' 3 447.40' R = RECORD @) PROJECT PARCEL NO. 104 E A R T H T Eolufs44 FEE SIMPLE ACQUISmON SHEET 1 OF 3 .," r EXHIBIT PAGE :z.. PREPARED BY, MICHAEL R. FAGl.E. EARTH TECH, 51111 SYCAMORE STREET, SUITE 222. WATERLoo.. IOWA, 97"3. 31'1.232-6531 DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL A) A PARCEL OF LAND LOCATED IN THE NDRTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 00008'S4' WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,070.88 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE SOUTHEASTERLY ON A 1,7S0.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERL Y AND HAVING A 680.28-FOOT LONG CHORD BEARING SOUTH 74OS0'SI' EAST A DISTANCE OF 684.64 FEET (ARC LENGTH) TO THE EAST LINE DF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 00012'31" WEST ON THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 47.64 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 880S0'3S" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A OISTANCE OF 307.91 FEET; THENCE NORTHWESTERLY ON A 1,8S0.00-FOOT RADIUS CURVE CONCAVE,NORTHEASTERLY AND HAVING A 316.SI-FOOT LONG CHORD BEARING NORTH 71042'10' WEST A DISTANCE OF 316.90 FEET (ARC LENGTH); THENCE SOUTHWESTERLY ON A 267.00-FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY AND HAVING A 61.S7-FOOT LONG CHORD BEAR ING SOUTH 14040'20' WEST A DISTANCE OF 61.70 FEET (ARC LENGTH) TO THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD; THENCE SOUTH 00008'S4' WEST ON THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD A DISTANCE OF 46.19 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 880S0'3S' WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 33.01 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00008'S4" EAST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 238.73 FEET TO THE POINT OF BEGINNING; CONTAINING 1.4S ACRES, OF WHICH 0.17 ACRE IS WITHIN EXISTING ROAD RIGHT-OF-WAY. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'S4" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. DESCR IPT ION: FEE SIMPLE ACQU IS IT ION (PARCEL B) A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIOIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 00008'S4" WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 880S0'3S' EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 33.01 FEET TO THE PRESENT EAST RIGHT'OF-WAY LINE OF DANE ROAD, THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE NORTH 00008'S4' EAST ON THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD A DIST ANCE OF 46.19 FEET; THENCE NORTHEASTERLY ON A 267.00-FOOT RADIUS CURVE CONCA VE SOUTHEASTERLY AND HAVING A 61.S7-FOOT LONG CHORD BEARING NORTH 14040'20' EAST A DISTANCE OF 61.70 FEET (ARC LENGTH); THENCE SOUTHEASTERLY ON A 1,850.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY AND HAVING A 316.5I-FOOT LONG CHORD BEARING SOUTH 71042'10" EAST A DISTANCE OF 316.90 EAR T H @ T 000545 PROJECT PARCEL NO. 104 FEE SIMPLE ACQUISmON SHEET 2 OF 3 .,..:..,~ , ' , , , EXHIBIT .,f PAGE :;' ~PARED BY. MICHAEl R. FAGLE. EARTH TECH, 5l!11 SYCAMORE SmEET. SUITE 222, WATERLOO, IOWA, 5B7l!13. 31q-232-6531 FEET (ARC LENGTHlTO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 88050'35" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 316.29 FEET TO THE POINT OF ,BEGINNING; CONTAINING 0.36 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'54" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. , , -- . .' {(jf ~l1llR1'a J:lmO 2'V1i:r.!lTm ii'i3 TimlG ~:~'IDJy.u1130~ EARTH@T. C H fl~~q.~ARCEL NO. 10-4 FEE SIMPLE ACQUISmON 000546 SHEET 3 OF 3 , ~_. ',.'.,",J... E:ntered uPon tranSfer books FILED and for taXation this JOhnson Co. Iowa ~d'Y~_20~ APR 29 2003 ~(j)~ - --- t{ . AUDITOR 8y_ S~llt:j111lr COuNTy AUDITOR I 1lE1IlIIN1lt: omcE I I aIY IfIOllmS Ii STREET CD~52241} ..\ I~, ,.-: ~'"J fJ; ; --4f-3L{-<(90 ....... . '. i.-; FILED NO. 3(p,:{-1.). .. BOOK#5-.Pt\GE.cA3~ ' 031l.PR 24 PM 3: 08 JOHNSON COUNTY RECORDER IOWA CITY. IOI'lA PREPARED BY; MICHAEL R. FAGLE. EARTH TECH. 501 ~YCAMORE STREET, SUITE 222. WATERLOO. IOWA. 507"3. 31q-232-6531 . ACQUISITION PlAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY, IOWA OWNER: GEORGE R. DANE COUNTY PARCE~ N~. 10~132~005, _ ':--;. _ _ _ , _ _ _ _ v'- _1_ v'- _I , , I I WI/4 COR SEC 21-79-6 , , FD 60d SP IKE I I FROM RECORD TIES WEST LINE SWI/4 SEC 21-79-6 , , \ I PRESENT EAST R/W LINE DANE ROAD , , I I , , EAST LINE WEST 1/2 NWI/4 SWI/4 1 I , , SEC 21-79-6 I I , I , I SOOoOS'54'W 1070.SS' , , , I , , , 1 , I , I \~ , CO I I Gjo) , , ~ '\ I I ~,\ 'l.o , , ~ x,(, I 1 Gj , , , , I I , , , , , , , PARCEL A I I , , , , , " PARCEL S I I :1 , R= 1750.00' L=6S4.64' , , " I I , CH=S74 50'51"E 6S0.2S' , , NOOoOS'54'E 23S.73' R= IS50.00' L=316.90' I I CH=N71 42'10"W 316.51' , , ................ SOUT LINE NWII4 SWI/4 1 I R=267.00'L=61.70' SEC 1-79-6 , CH=S 14 40'20'W 61.57' .......... rSOOOI2'31"W 1 I SOOoOS'54'W 46.19' , 47.64' , , _ --,;<-.J ~~~#' .. ........---- ~.... -----,....",... - , , 1309.61' :1.. "........ I 1 ~i , , SW COR SEC 21-79-6 .:_~_~~ _ _ _SSS~50'~5"W - ~.~~ - - ~S~?~:~~~~__~~.~._~I~__~-~-}'~7 SET 1/2" DIA REBAR , - W/CAP NO.S505 . . FROM RECORD TIES SSS05;;;;;'~--33:0;:m-----7------- SI/4 COR SEC 21-79-6 NSSo46'44"E 262340' FD I.P. W/YELLOW . CAP NO. SI65 N FROM RECORD TIES ( hereby certIfy that thts Land Surveying docunent vas prepared by me or under 100 200 300 400 -~ my direct personal supervIsion and 0 \.~NO ~ that I am a du I y L lcensed Land Surveyor I I I I I ~ ..~~.~ \ under the law, of the State of Iova. $""/' .~~ m~ lL +&,R~ iIlp.ofQ !~; MleMAlL.. \0\ SCALE IN FEET I~: U.GU P'" J ~"jl MICHAEL R. FAGLE Date l1c&nse nUlllber 8505 ii-._.~r.7 My license renewal d~te 11 OecenDel'" 31.2002 LEGEND IOW~ 447.75' M = MEASURED - Pages or sheets covered by this leal: SHEETS 1-3 OF 3 447.40' R = RECORD @) PROJECT PARCEL NO. 104 E A R T H T E C H FEE SIMPLE ACQUISITION SHEET 1 OF 3 ., ~ , I PREPARED BY. MICHAEL R.FAGLE. EARTH TECH, 50t SYCAMORE STREET. SUITE 222. WATERLOO. IOWA. 50703. 31q-232-6531 DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL A) A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 00008'54" WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,070,88 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE SOUTHEASTERLY ON A ~750.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERL Y AND HAVING A 680.28-FOOT LONG CHORD BEAR ING SOUTH 74050'51" EAST A DISTANCE OF 684.64 FEET (ARC LENGTH) TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 00012'31" WEST ON THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 47.64 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 2~ THENCE SOUTH 88050'35" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 307.91 FEET; THENCE NORTHWESTERLY ON A ~850.00-FOOT RADIUS CURVE CONCAVE. NORTHEASTERLY AND HAVING A 316,51-FOOT LONG CHORD BEARING NORTH 71042'10" WEST A DISTANCE OF 316.90 FEET (ARC LENGTH); THENCE SOUTHWESTERLY ON A 267.00-FOOT RAD IUS CURVE CONCAVE SOUTHEASTERLY AND HAVING A 6I,57-FOOT LONG CHORD BEARING SOUTH 14040'20" WEST A DISTANCE OF 61.70 FEET (ARC LENGTH) TO THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD; THENCE SOUTH 00008'54" WEST ON THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD A DISTANCE OF 46.19 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 8S050'35" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 33,01 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00008'54" EAST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 23S.73 FEET TO THE POINT OF BEGINNING; CONTAINING 1.45 ACRES, OF WHICH 0,17 ACRE IS WITHIN EXISTING ROAD RIGHT-OF-WAY. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'54" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL B) A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 0000S'54" WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 88050'35" EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 33.01 FEET TO THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD, THE PO INT OF BEG INN ING OF THE PARCEL HERE IN DESCR IBED; THENCE NORTH 00008'54" EAST ON THE PRESENT EAST RIGHT-OF-WAY LINE OF DANE ROAD A DIST ANCE OF 46.19 FEET; THENCE NORTHEASTERLY ON A 267.00-FOOT RAD IUS CURVE CONCA VE SOUTHEASTERLY AND HAVING A 61.57-FOOT LONG CHORD BEARING NORTH 14040'20" EAST A DISTANCE OF 61..70 FEET (ARC LENGTH); THENCE SOUTHEASTERLY ON A 1,850.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY AND HAVING A 316.51-FOOT LONG CHORD BEARING SOUTH 71042'10" EAST A DISTANCE OF 316.90 EAR T H ~ T PROJECT PARCEL NO. 104 E c H FEE SIMPLE ACQUISITION SHEET 2 OF 3 ,.; , . ~ . 0 ' PREPARED BYIMICHAEL R.FAGLE, EARTH TECH, 501 SYCAMORE STREET, SUITE 222, WATEALOO, IOWA. 50703, 31~-232-6531 FEET (ARC LENGTH) TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 88050'35" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 316.29 FEET TO THE POINT OF BEGINNING; CONTAINING 0,36 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'54" WEST FOR THE PURPOSE OF TH IS DESCR IPT ION, ~~~ ~;n~ ;..:~~ ~tGfga l;ie>'-"~ ~sa EARTH~T PROJECT PARCEL NO. 104 E c H FEE SIMPLE ACQUISITION SHEET 3 OF 3 - '. , . Ig - ;' 'fEE Transfer Fee f5Zl> \ ~~ FILED NO. 036221 Recorder Fee _u.~_~ \ Total 9rl~ uf& s: BOO~_PAGE SJ' I . I -,- 03 Af'R 24 PM 3: 09 JOHNSON COUNTY RECORDER IOWA CITY. IOWA Prepared By: Mitchel T. Behr, Asst. City Atlomey, City of Iowa City, 410 EWashington St, Iowa City, lA, 52241J: 319.356.5030 SPACE ABOVE THIS LINE FOR RECORDER Address Tax Statements: City of Iowa City; 410 East Washington Street, Iowa City, IA 52240 QUIT CLAIM DEED For the consideration of one (1) DOllar(s) and other valuable consideration, George R. Dane and Marjorie S. Dane, husband and wife (Grantors) does hereby Quit Claim to The City of Iowa City, Iowa, a municipal corporation (Grantees)all its right, title, interest, estate, claim and demand in the following described real estate in Johnson County, Iowa: A parcel of land located in the Northwest 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 5th Principal Meridian, Johnson County, Iowa, consisting of .80 acre(s), ,depicted and described on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project The original of said plat is recorded at Plat Book g. Page d/3B with the Johnson County Recorder. Exempt from transfer tax pursuant to Iowa Code Section 428A.2(6) Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate, Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context, Dated: A-Pr. I ~ I 'Z-<!)~3 J " (? ~L ~ 'jtr- ~.. ~.J~t . George R. ane M j e S. Dane STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this '2'-\ day of ~,,-; I ,2003, before me, the undersigned. a Notary Public in and for the above-named county and state, personalty appeared eorge R. Dane, to me known to be the identical person named in and who executed the within and foregoing, instrument, and acknowledged that he executed the same as his volun ry act and deed. i) STATE OF IOWA ) II ,. )ss: ~ '; JOHNSON COUNTY ) lOW" On this "2" \ day of ~ r; ( , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared al'Jone S. Dane, to me known to be the IdentIcal person named In and who executed the Wlthm and foregoing instrument, and acknowledged that she executed the same as h v ntary act ed ~ ~ ,. o r % . . 000581. 10""'" , , . , ,. ,-" , ~ f EXHIBIT PAGE ~ PREPARED BY, MICHAEL. R. FACilE. EARTH TECH. 581 SYCAMORE STREET, SUITE 222. WATERLOO. IOWA. 597"3. 31~232-&531 ACQUISITION PLAT MORMON TREK BOULEVARD EXTENSION CfTY OF IOWA CfTY,IOWA A ;658.57' M OWNER: HAROLD J. DANE JR. J --=-+::.=_~=.__:8~~~.~ ...:._ . _ _ ~~U~ ~~~E.L ~~~O~;~:~~~.~,- _ _ . +- . _ . . -i- _ 0- KWl/4 COR SEC 2/-79-6 ------...uh.mhu_,h_m...._._ N/14 ~OR SEC 21-79-6 i I: FO GOd SPIKE '--658.57' Fe BROKEN CONe MON ': FROM RECORD TIES , I: , i i I Ell. COR SEC 21-79-6 , : FO CONe ~ON , : \~ , W/8RASS CAP , : -,;,.' ro " ' ''-'',,0{ I J , \~ x , i -<!' !V(, '" I, , I I , " I If ~I I en ,....., ~ " I ~ N' ','-' l;:ll, ~ ~ ~ , . tn. , "", ~I I ';"1: ~ ::::: - I _ :1:' N, J...... i: VII I tjl ! '--SOQo08'S"'.W ~ ~', l.I'I. : 1309.61' ~ 3It'1 I ""1::1: z, '- , z i,': N 'iiI, VI :::::: 3. ~" , ~I! t;; t:;, I --' '<[ <[, 1-': UJ l.&Jj. I :::}I: l.&J , iI:': ~ I I I: " '0- , ': ~ I 1::1: , ' : R"175D.00' L"299.06' I , : CH"N89 02'56'E 298.70' . , I : NOOoI2'31-E I' I: 47'64'~ ' 'i i SOO"16'08'W i I 'N88oS0'35'E __' ,..,m____.. , /7605' ,: 657 21' __~._.__ ------.. .-.----- ~- _ . " ," ..' ", .' , : . ," , " , .:_.__.__._.._._Z_m__...__, SOUTH LINE NW1I4 SWI/4 SEC 21-79-6 ..... /. _ _ ---v'" _. _. _ -1-. _ __ "~1309,61' '..--..--.h.---.uh.m7____._.___..._..._... ~ ~ ~ S88"50'35'W 657,21'-./ _ .-------'----.0-.---_'_~_.-. ~...*.:.::.~::::.::-.:__=:.=:_~_:.~__.=:.~_:.__::~--.:-=--mh-m..,mm....__._.m.'.'__"___ ~sw COR SEe 21-79-6 -'-NB8046'44-e SET 1/2" DIA REBAR W/CAP 2623.40' M 2625.6T'R SI/4 COR SEC 21-79-6 NO. 8505 FROM RECORD TIES FROM lOOT SURVEY FD I.P. W/YELLOW CAP NO. 8165 FROM RECORD TIES I heNby certify that tIll1lAld SI.rY'ylflg doc~t vu pl'tlptl'd by lilt or "'1' ~ WI( dlre<;t personal ...,..-V(slon -' 0 100 200 300 .(0() tlultl_.41lyLlcenudIAldSurve~ ~ Ulder-thelavsoftbeStllteoflov.. ~ fV\ I~L,Q r2 J...~/^flJ1iI .~... IN FEET MICHAElR.FAGLE Oat, ~ LIC.nsellUdler 8505 My lkense r_v.t d.te Is Dee.mer 31,2002 lliEMQ P~s or IhMts covei'd by tills ".11 447.75' III = MEASURED ~T!: I 'Ill' ~, 441.40' R ;; RECORD PROJECT PARCEL NO. 105 EAR T H Q TEe H 00 582 FEE SIMPLE ACQUISmON '=' SHEFr 1 OF 2 -- ,. ,; . 13 . , . EXHIBIT , PAGE "Z- PREPARED BYI MICHAEl R.FAGLE. EARTH TECH, 501 SYCAMORE STAEET, SUITE 222. ....ATERLOO' IO'MA. 5B71'l3,. 31~~232-6531 I LEGAL DESCRIPTION: FEE' SIMPLE ACQUISITION A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SDUTHWEST 1/4 OF SECTION 21,-TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, 10WA,MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC ING AT THE WEST 1/4 CORNER OF SA ID SECTION 21; THENCE SOUTH 00008'54' WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER OF, THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 880S0'3S' EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF'THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 6S7.2IFEET TO'THE SOUTHWEST-CORNER OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 'OF SAIO SECTION 21, THE' POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE NORTH 00012'31" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 47.64 FEET; THENCE NORTHEASTERLY ON A' 1,150.00-FOOT RADIUS CURVE CONCAVE NORTHERLY--AND HAVING A 298.10-FOOT LONG CHORD BEARING NORTH 89002'S6" EAST 'A DISTANCE OF .299.06 FEET (ARC LENGTH~ THENCE NORTH 84009'12" EAST A DISTANCE .oF.,360;48 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWESTli4 OF SAID' SECTION 21; THENCE SOUTH 00016'08" WEST ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 7,6.0S FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 880S0'3S" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 657.21 FEET TO THE POINT OF BEGINNING; CaNT A IN ING 0.80 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMEO TO BEAR SOUTH 00008'54' WEST FOR THE PURPOSE OF THIS DESCR lPT ION. ,m- t'_;~'TIll 3:JITl1 cC':JITA YTD mw,: c' JT2,,;.:"":.3 011) c; ~,t l\J YI rJ ,,~';Ol EAftTH@T PROJECT PARCEL NO. 105 E c H 000583 FEE SIMPLE ACQUISmON SHEET 2 OF 2 -- --- --- .~. .. . .. , /' Entered uPon transfer books and fOr tax tion this ~II (J day of 20<21 lFILED r-;;-- AUDITOR Johnson Co. Iowa Ell' -~rl1TY APR 29 2003 /.....LP~ COlJMY AUDITOR I I I I RtlUIlN 10: mcE CITY AlTORNEfS ~ STRW 410 E. WAS~r,ro52240 IO:3~q10 ~ n ":. j." ~, ' --------- ------- . . . FEE l~ 036222 FILED NO. ~. 800~P/l.GE ; Prepared By: M;tchel T, Behr, Asst C;tyAttomey. c;ty of Iowa C;ty, 410 E Wash;ngton St, Iowa C;ty, lA. 52240: 31~a<j:j;f?lIl 24 PM 3: 09 JOHNSON COUNTY RECORDER TRUSTEE'S AFFIDAVIT IN RE: IOYiA CITY. IOWA A parcel of land located in the Northwest 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 5th Principal Meridian, Johnson County, Iowa, consisting of .80 acre(s), depicted and described on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel Is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book 4(-$ . Page 238 with the Johnson County Recorder. STATE OF IOWA, JOHNSON COUNTY, ss: The undersigned, first being duly sworn (or affirmed) upon oath deposes and states: 1. I am the trustee under the AGO 12/95 Qualified Personal Residence Trust, to which an interest in the above-described real estate was conveyed pursuant to an instrument recorded December 27,1995, at Book 2013, Page 74 with the Johnson County Recorder. 2, I am the presently existing trustee under the trust and am authorized to convey said property to the City of Iowa City, without any limitation or qualification whatsoever. 3. The trust is in existence and I as trustee am authorized to transfer the interests in the real estate as described in paragraph 2, free and clear of any adverse claims. Dated: fh9,...- r ?Z-, ?f7t/'" Subscribed and sworn to ror affirmed) be~ me this ~~ day of -Alr\ I r 7AJO ~ , by /1-1 A-$ rA.. (f-. "",.L-- ~ MITCHEL T. BEHR ~ r. COMMISSION # 170186 . . I'" "H4MJSSfON .xP!!3ES IOW~ MitchlNMormon Trek/1 02-1 05 John Danel1 05 Settlement DocsfTrustee Affidavit 000584 " . ~ ,. t ,. EXHIBIT 7? PAGE ~. PREPARED 8Va1011CHAEL. R. FAGLE. EARTH TECH, 501 SrCUolORE STREET, SUITE 222. WATERLoo. IOWA, 5871i13. 3Iq.232-6531 ACQUISITION PLAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY,IOWA J ;658.57' M OWNER: HAROLD J. DANE JR. :J <+:.=-~=.--:~~~.~ ~':::::.:-' ~~~~ -~~ ~~;~~;:~~~-;:-,r' -. +-. - - . -i- - yL KWl/4 COR SEC 21-79-6 -..h___m______,..m_ Nl/4 ~OR SEC 21-79-6 i I: FO GOd SPIKE ~65a.57' FD BROKEN CONe MQN ' ' FROM RECORD TIES 1 I , i 1 El/4 COR SEC 21-79-6 FD CONe MON 1 \.. 1 WIBRASS CAP 1 ~, ~ . , <-,"':,\0{ 1 I I \~ x t, I "" <",c, '0 'I I: !' .: (,01 I 1 : ~ ~ 'en 1"-', .: r- ..!..I I I...!.. N 'N , ': U trll I "'" w ~ , I V1 " en,: ., 1 ~I 'oq- ~ .!... :::::: ~', N, ~.. ~I I u I : -"--SOQ"08'54-W VI 'If". l.IJ '. " VIO : 1309.61' ::::: i I I vl::I: z, '" 'Z wI' ;0,': N Z I VI :::::: 3' w' ' I 1 ~I : t;; ti, ...J '<( <( 1-': W ILl] I vd: l.Ll ~': ~ 1 1 1 i -' ': t;; I J I i ~ ',' , : R~1750.00' L~299.06' , 1 I : CH=N89 02'56-E 298.70' . , ' : N00012'31'E.~ 1 1 I: 47.64' , 'i I SOOoI6'OS.W I 1 :N88050'35'E _------- _m___h__..,., /76.05' , " 65721' ----.... ---.--.. --- , 1 ,:. ,_.- "',/ .. ' " ,;___.---.----.-1h--------.: SOUTH LINE NWl/4 SWl/4 SEC 21 79-6 _, /. _ _ -v' _ _ _ _. _ .1-. _ __ ~ ~--_. I "~1309,61' ------.--.--------h.mT--m-m.--------- ~ .J. ~ S88050'35'W 657.21'.../ I __yL.____~---- ~.-.:Y.'::__:.:::.::::_=_.:._:___=:.::__:::_:__.=:__:.:::_:~-:.:::.:::-:---:-::=_::::::.=-.:___mm____________ ~SW COR SEe 21-79-6 -"---N88046'''''''E SET 1/2- OIA REBAR W/CAP 2623.40' M 2625.67' R SI/4 COR SEe 21-79-6 NO. 8505 FROM RECORD TIES FROM lOOT SURVEY FD I.P. WIYELLOW CAP NO. 8165 FROM RECORD TIES I herebyc:ertlFy tllat this LhI SurveYing doc:..",tIlIIPreplredby..or~1" ~ JIPf dll"'t(t pel"lOIIIl tupen'llkln and 0 100 200 300 400 tllatl.,QllyLLc:ensedl<<ldSur-vayor _ \nSerthel.woFtheStateofI01lI. ~ fV\ U'L, Q r2 "},.,.~V.M SCALE IN FEET HlamR.FAGlE De Ltc:tnl.!lUlbe1" 8505 Hyltc:enlerenllo'll date t. OIeellbel" 31,2002 ~ Pagel or lheet. covered by thl. lelll 447.75: M ~ MEASURED !HF.T!; I loin , IF , . 447.40 R _ RECORD PROJECT PARCEL NO. 105 EAR T H Q TEe H OOSClS FEE SIMPLE ACQUISmoN ~ 0' SHEET10F2 ., .. , , ;- . -g , . , EXHIBIT I PAGE oz- PREPAAED BY' MICHAEL R. FAGLE. EARTH TECH. 5"1 SYCIHlRE STREET, SUITE 222, WATERLOO. rOWA, 158783. 31'J.232~31 LEGAL DESCRIPTION: FEE SIMPLE ACQUISITION A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, 10WA,MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 00008'54' WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION ZI A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION ZI; THENCE NORTH 88050'35' EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 657.21 FEET TO THE SOUTHWEST CORNER OF THE EAST I/Z OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21, THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE NORTH 000lZ'31' EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION ZI A DISTANCE OF 47.64 FEET; THENCE NORTHEASTERLY ON A 1,750.00-FOOT RADIUS CURVE CONCAVE NORTHERLY AND HAVING A 298.10-FOOT LONG CHORD BEARING NORTH 8900Z'56" EAST A DISTANCE .oF Z99.06 FEET (ARC LENGTH~ THENCE NORTH 84009'12' EAST A DISTANCE OF 360.48 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID' SECTION ZI; THENCE SOUTH 00016'08' WEST ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 76.05 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION ZI; THENCE SOUTH 88050'35' WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAIO SECTION 21 A DISTANCE OF 657.21 FEET TO THE POINT OF BEGINNING; CONT A INING 0.80 ACRE. 8ASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'54' WEST FOR THE PURPOSE OF THIS DESCR IPT ION. :Or tmum lnmo G YJ,1):OTT.~ Ym T31:,';' .:~;).;'i~~;';1 J Ol~ G;,~:><;.u 'yIJJA.',iJI EARTH@)T PROJECT PARCEL NO. 105 E 0 H 000586 FEE SIMPLE ACQUlSmoN SHEET 2 OF 2 , . , . ~lO: cnv AlTORNE'I'S omet 410 E. WASHINGTON STREET lllWA ell" IA 52240 if 3'1<11 () .:.) .t,.'~~~~l) . -:--- -- - - FE 500 I . . . Transfer Fee _____ \ REAL ES;:;;~;I~ANSFER Recorder Fee _.:z1.<!9- : 036223 Total 7llddO ! FILED NO. . -2 . . . --""- . BOO~1PAGE S.f7 ' $ ;;.;7,(o() . Kimberly Painter 03 APR 24 PH 3.09 R"ifS~r.lJ'; Jnhnson JOHNSON COUNTY RECORDER DATE COUNTY IOWA CITY. IOWA Prepared By: Mitchel T. Behr, Asst. City Attomey, City of 10'Na City, 410 E Washington St., Iowa City, lA, 52240: 319.356.5030 SPACE ABOVE THIS LINE FOR RECORDER Address Tax Statements: City of Iowa City; 410 East Washington Street, Iowa City, IA 52240 WARRANTY DEED For the consideration of $23,943.00 Dollar(s) and other valuable consideration, Harold John Dane, Jr. and Allegra Gardner Dane, husband and wife (Grantors), do hereby Convey to The City of Iowa City, Iowa, a municipal corporation (Grantees), the following described real estate Johnson County, Iowa: A parcel of land located in the Northwest 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 5"' Principal Meridian, Johnson County, Iowa, consisting of .80 acre(s), depicted and described on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book '15 , Page Z3B with the Johnson County Recorder. This property is being acquired for public purpose through eminent domain and a Declaration of Value is not required. Iowa Code Section 428A.1 Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and Convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated, Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate, Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. Dated:~~2 ( ~ OBj 0005:']'" . '. STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this a- day of Iti r~ ~ , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Harold John Dane, Jr., to me known to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that he executed the same as his voluntary act and deed, ~}j MITCHEL T. BEHR COMMISSION # 170186 z r MY COMMIS 10 EXIW<ES . . lOW" , l? ~ STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this vVday of ~, 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Allegra Gardner Dane, to me known to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that she executed the same as her voluntary act and deed, Notary~ :ij MITCHEL T. BEHR Ii " COMMISSION # 170186 z r MY COMMIS ON XPIFlES . . lOW" "C; 000588 -------------- I ' .. ' , '. ,>(H1Btf J? I PAGE ~ PREPARED 9y,MICHAEL R.FAGLE. EARTH TECH, 58lSYtAMORE STREET, stItTE m. WATa,oo.tO""A,lS6113. 31"\-232-653\ ACQUISmON PLAT MORMON TREK BOUlEVARD EXTENSION CITY OF IOWA CITY,IOWA if /658.57' M OWNER: HAROLD J. DANE JR. ~ im_ 658.54' R COUNTY PARCEL NO. 1021326001 ;- '---~--m _n.n._..::.., _ _ _ _, _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ ~r - _. -y'- - - - - _j_ _ v'- ~Wl/4- ~~ ~~ ~1~79-6 ...-----.----m-m-mhy-m-n'------'---~;~4 ~OR SEC 21-79-6 j I: FD 60d SPIKE "-658.57' FO BROKEN CONC MON .! FROM RECORD TIES I I: , " , I: EI/4 COR SEe 21-19-6 I ! ' FO CONe MON I : \~ I W/BRASS CAP I . .~, fa . , ' <,~'\o{ I I I \~'\.'" . i ~ <Y'-' , 1 , 1 1 1 " " 'f' ~I I 111 t-', ,~ 'I I I'.L N 'N '. ': u trll_1 ~,: ~ In,. en.: ., I ~I 'v " , '.... - - ,- ;C', N, ~ ~ "'I I ~ I-! "'--SOOd08'54.W ~ ~, lilt : 1309.61' ~ ~I I ~Il ~ z, ;;;,': ('oJ ~I I Vl :::::: :::::it ~.!... ....1 I. ::d: ~ ~" 1-': W WI, ~I: ~ :1:" _ I! ..J .: t;; " '" : ~ , , R'1750.0' '299.06' I ! CH:::N 9 02' 6-E 298.70' o : NOOOI2'31.E 1 i 47'64'~ ' : SOOOI6'OS.W 1 :N8805O'35'E ,---'--- ______n____... (76.05' I. 651..21' ._~_._-- ~-.~-___ ,.- ~ ,: .,.- .',-,.-" .. ,~______.____nZ___________: SOUT>! LINE NW1/4 SWI/4 SEC 21-79-6 ..' /_ _,...". _ _ _ _ _ _ -/_ _ _ __ ~ ..-- . , '~1309.61' ..--------_________n___,._____mn________.[. -l ~ saaOSO'35'W 657.21'~ _ _ ___ _ _ _ .__ _'- _ _ --v'- _ _ __::-_:-~ _ .__ ~~~~~~~-~~J;-~~.~-:.::.--::::-::--.--~~~i~~~~~:;:~~::~~:-~--..'-~-l~~-~~:-~~: 21-79-6 j NO. 8505 FROM RECORD TIES FROM 1007 SURVEY FD I.P. W/YELLOW CAP NO. a 165 FROM RECORD TIES I herebyetrUfy that thl. Un:I Surveying doc~t 'Nt P"P'red by lie or Ihhr ~ ~ dl~t pertcNl IUptrVl.1on and 0 100 200 300 400 th.tl..llllyltc.IIHdUn:lSurveyor _ undertht ledllf the state (Ir' lov.. ~ fY\ U'L, , Q R '1... ~~ Sl1rj SCAlE IN FI!ET MICHAEl. R. FAOLE [, Llcen..lltIIbtr850S Myll~enle~'"INtel.Deelllber31,2002 ~ 447.75' M . MEASURED Pege, or .httb covtrtd by \hlt .1111 . 44740' R ;: RECORD !;H:FN1 A1fl2lF, . PROJECT PARCEL NO. 105 EAR T H Q TEe H 0 589 FEE SIMPLE ACQUlsmON ~ . SHEET10F2 \ , < ' ' ,-. . '. j!S . EXHIBIT , PAGE "2.- PREPAAED BY, MICHAEL R. FAGLE. EARTH TECH. sell SYCAHORE STREET, SUITE 222. . WATEfl..OO,. IOVA. """'3. 31'1.232-6531 LEGAL DESCRIPTION: FEE SIMPLE ACQUISITION A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE, SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIOIAN, JOHNSON COUNTY, 10WA,- MORE P ARTlCULARL Y DESCR IBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 00008'54' WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SA 10 SECT ION 21; THENCE NORTH 88050'35' EAS7 ON THE . SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 6S7.21 FEET TO THE SOUTHWEST CORNER OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 2', THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE NORTH 00012'31' EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 47.64 FEET; THENCE, NORTHEASTERLY ON A 1,7S0.00-FOOT RADIUS CURVE CONCAVE NORTHERLY AND HAVING A 298.70-F007 LONG CHORD BEARING NORTH 69002'S6".-EAST A DIS,TANCE .OF 299,06 FEET (ARC LENG7H~ THENCE NOR7H 84009'12' EAS7 A DISTANCE OF 360.46 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID--SECTION 21; THENCE SOUTH 00016'06' WEST ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTA,,!CE OF 76,OS FEET TO THE .SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SA 10 SECT ION 21; THENCE SOUTH 860S0'3S' WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4, OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 657.21 F~ET ..TO--THE POINT OF BEGINNING; CONT A IN ING 0.80 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAIO SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'54' WEST FOR THE PURPOSE OF THIS DESCR IPT ION. tIlT m1tJTIll J'Jmll 2i1:'liOTTA Vl13 'l3311l21:0r.J;:;}lGf,W 3 03 EARTH@)T WSSl:Al~~ PARCEL NO, 105 . 0 H 000590 FEE SIMPLf ACQUlSmON SHEET 2 .OF 2 , , . "l . Ehtered lfpan /rlj,.,',,( b k I,~,c; 00 s and for taXa/ion this , IF'ILED ~YOf ,J: JOhnson Co. IOWa APR 29 2003 AlJOITOR By ?:.::- (j)~ .- ~UIY COliNry AUDITOR ~mz 6lV IITIORNE'fS ~ GO E. WASHINGlO~4lJ IlIl'IA CIr( IA -, ;<"1 *jl\~qb ., <f" . ~ . . ., . 036224 ~ FEE 1;\9Y FILED NO. ~ I . BOO~9.PAGE I 03 nPR 24 PH 3: 09 JllHNSON COUNTY RECORDER IOWA CITY. IOWA . Prepared by: Mitchel T, Behr, Ass!. City Attorney; 410 E. Washington St; Iowa City, lA 52240; (319) 356-5030 PERMANENT DRAINAGEW A Y EASEMENT AGREEMENT MORMON TREK BOULEVARD EXTENSION PROJECT THIS AGREEMENT, made and entered into by and between Harold John Dane, Jr., and AIlegra Gardner Dane, husband and wife, hereinafter "OWNERS", and the City of Iowa City, Iowa, a municipal corporation, hereinafter "CITY." In consideration of$13,123.00, OWNERS and CITY agree as follows: 1. OWNERS hereby grant and convey to CITY a permanent easement for the purpose of . constructing, operating, maintaining, using and reconstructing a drainageway in connection with CITY's Mormon Trek Boulevard Extension Project (hereinafter referred to as "public improvement") and such storm sewers as the CITY shall, from time to time, elect to use for the conveyance of storm water, and all necessary appliances and fittings for use in connection with said public improvement, together with adequate protection thereof and also a right-of-way with right of ingress and egress thereto, over, through and across the permanent easement area, as depicted and described as "Permanent Easement" on Exhibit C, pages I through 3, attached hereto and by this reference made a part hereof (hereafter "Easement Area"). 2. OWNERS further grant to CITY the following rights in connection with the above uses: a. The right of grading said Easement Area for the full width thereof, and the right to extend the cuts and fills for such grading into and on said Easement Area. b. The right, from time to time, to trim and cut down and clear away all trees and brush on the Easement Area which now or hereafter, in the opinion of CITY, may be a hazard to said Easement Area, or which may interfere in any manner with CITY's exercise of its rights herein. c. The right to enter onto land beyond the Easement Area and conduct emergency repair which may extend minimally beyond the Easement Area, without obtaining a separate temporary easement. CITY's right to do such work shall be effective only upon CITY's prior notice to OWNERS, and with minimal disruption of area. In the event of such emergency repair, CITY agrees to restore said area substantially to its prior condition, as set forth in Paragraphs 3 and 4 below. COO591 . " 2 3. CITY shall promptly backfill any trench made by it, and repair any damages caused by CITY within the Easement Area, including any damages by virtue of future excavation or use of the Easement Area, but excluding the replacement of trees, shrubs and brush on the Easement Area. CITY shall indemnifY OWNERS against loss or damage which occurs as a result of CITY's negligent acts or omissions in the exercise of its easement rights herein. Once the Easement Area has been completely restored as set forth above and except as expressly provided in this Easement Agreement, CITY shall have no responsibility for maintaining the Easement Area. 4. CITY acknowledges and agrees to remove and stockpile existing topsoil from areas to be excavated; and that following installation of the public improvement, all areas within the Easement Area which are disturbed shall have stockpiled topsoil respread and seeded within a reasonable time after construction is complete and the Easement Area restored substantial- ly to its original condition with the exception of the replacement of trees, shrubs, and brush. 5. OWNERS and CITY acknowledge that OWNERS reserve the right to use said Easement Area for purposes which will not interfere with CITY's full enjoyment of its rights hereby granted; provided, that OWNERS shall not erect or construct any building or other structures; drill or operate any well; construct any reservoirs or other obstructions on said Easement Area; and will not diminish or add to the ground cover over said Easement Area. OWNERS shall not permit any other utility to be put in longitudinally in the Easement Area. OWNERS may plant trees and shrubs on the Easement Area but in the event CITY must disturb or remove said trees and shrubs pursuant to its easement rights described above, CITY shall have no obligation to replace said trees and shrubs, or compensate OWNERS for the same. OWNERS may construct a fence over or upon the Easement Area, but only after submittal to CITY of a schematic design and prior written approval of the City Engineer, which approval shall not be unreasonably withheld. In the event of such approval and construction of a fence by OWNERS, CITY shall have no obligation to repair or replace such fence, or compensate OWNERS for the same, in the event that CITY must disturb or remove the fence pursuant to its easement rights described above. CITY further agrees that nothing in this Easement Agreement shall in any way preclude OWNERS from causing, allowing or permitting utilities to cross the Easement Area, but only upon CITY's approval, which approval shall not be unreasonably withheld, and only if said utilities cross the Easement Area in a perpendicular direction. 6. OWNERS 'hereby covenant with CITY that OWNERS are lawfully seized and possessed of the real estate above described by virtue of legal and/or equitable title, and that they have good and lawful right to convey the Easement herein. 7. CITY hereby gives notice of OWNERS' five year right to renegotiate construction or maintenance damages not apparent at the time of the signing of this easement agreement as required by S6B.52, Code ofIowa (200 I). 000592 , . . 3 8. The provisions hereof shall inure to the benefit of and bind the successors and assigns of the respective parties hereto; shall be deemed to apply to and run with the land and with the title to the land; and shall be recorded in the Johnson County Recorder's Office, at CITY expense. d A-~\ SIGNED this d3 dayof ,2003. CITY OF lOW A CITY, IOWA OWNERS BY.~/tJ 4fL_- mest W. Lehman, Mayor By: ?1e::.J/2/./ .,1(. ~AA/ Marian K. Karr, City Clerk Approved by Ci~~ 4-1'?---d-cJ~ OWNERS' ACKNOWLEDGEMENTS STATE OF IOWA ) )ss: JOHNSON COUNTY) On this ~2- day of 4-- I r~ 1_, 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Harold John Dane, Jr., to me known to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that he executed the same as his vOlun~ary ac~ :ij M'TCHEL T. ",HR No"",, ~" ood fo,"" 81m, ofIo~. Ii l' COMMISSION # 170186 . . MY COMMIS 10 W~~S lOW,. 000593 ---.--- I " . 4 STATE OF IOWA ) )ss: JOHNSON COUNTY) On this 'Z-"Z-dayof -4i'r;- ( ,2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Allegra Gardner Dane, to me known to be the identical person named in and who executed the within and foregoing instrument, and acknowledged that she executed the same as her voluntary act and deed. ~,^, MITCHEL T. BEHR ~ COMMISSION # 170186 ~ . %J,c~~ I . '''OMMISSI N XPf~S IOV/f>>. ~ " CITY'S ACKNOWLEDGEMENT STATE OF IOWA ) )ss: JOHNSON COUNTY) On this 23 r1ay of ~r j I ,2003, before me, the undersigned, a Notary Public in and for said County, in said State, personally appeared Ernest W. Lehman and Marian K. Karr, to me personally known, who being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of said municipal corporation executing the within and foregoing instrument; that the seal affixed thereto is the seal of said municipal corporation; that said instrument was signed and sealed on behalf of said municipal corporation by authority of City Council of said municipal corporation; and that the said Ernest W. Lehman and Marian K. Karr acknowledged the execution of said instrument to be the voluntary act and deed and said municipal corporation, by it and by them voluntarily executed. k-e. L L.'-e.- J-< - I u....+t(-e-. Notary Public in and for the State ofIowa i KELLIE K. TIJTTLE o \. Commission Number221819 . . My C mi ion Expires ow 000594 I , ! . . '. I ',' . L I . EXHIBIT PAGE I I PREPARED BYI MICHAEL R. FAGLE. EARTH TECH, 5"1 SYCAMORE STREET, SUITE 222. WATERlOO, IOWA, SiJ71!13. JIQ-232-S531 ACQUISmON PLAT MORMON TREK BOUlEVARD EXTENSION CITY OF IOWA CITY, IOWA r658.57' M OWNER, HAROLD J. DANE JR. ~ 658.54' R COUi'>ITY PARCEL NO. 1021326001 .__-~--m _mhh_._.__ _ _ _ _ _ _ _ _ _' _ _ _ _ _ _ _ _ _ _ _ _ -:-_. - - - >"- . - - - -i- _ yL I! FO GOd SPIKE 658.57' FD BROKEN CONe MON . , : FROM RECORD 71ES I 1 I: , i i 1 ElI4 COR SEC 21-79'6 I , FD CONC MQN I i : \~ 1 W/BRASS CAP 1 1 ~' ~ " , : "'\'" I I I : ,IX '< " , ''0 I I : '" (, I . ~ " , . I I Ii , , I'f' 1 1 i 'f' m 'm , : ~ lrz I 1 : , N ,N 'fl: '-' Itl 1 w ,'" , cr.. : '" 71 : v Iv 1 '- '- N, ' " i~ I tll ~SOOOO8'54'W '" v 'v , "', IJ09.61' " I" I ~I .. .. Z 'Z ~i N R"1715.00'L=280.96' S89034'35~E Iw 1 '- CH=N89 19'40.E 280.65' 183.12' ,;'; w' ,~ 1 51 I- 589051'34-E 232.10' 584009' IZ"W I- '" 360.48' '''' , .. 1.:1 I :;;, w R=1750.00' l=299.06' w \:i, ;,; CH=S89 02'56"W 298.70' I I 1 ~ I :NOOoI2'31"E I- 5840I8'35"E 50.30' 1 '" I I : 15.03' w NB4009'12'E 328.27' , I ::i: SOaoI6'OS.W ' "."~':I~ .0'''", ! fr'= ! , i . 248.06] 1 SOOo16'08'W 1 ',_"""~ ..............V..w , '! 47.64' n _ _ ---:;;...;, -:==.. ~\ I I: N8805O'35'E1 _-;;;-- _ -~'",",,_ ___-- - _;.______ . i! __~:~:~:' ____hh_._. ; -~-~----.~~---"'.~:~-~--~--~ -'~~-:::::::: ----------'-. - _ _ _ -Y' _ _ _ _ _ _ L _ _ __ :~.~.~ ... SOUTH LINE NWI/4 SWI/4 SEe 21-79-6 I ,. ~1309.61' ~ _ _____ .J._____ ~_::::_~::::_=-.:--=.~::-_:--::-_:.-::_-_::-_:_=_:_=~:--::_::=:_::-_:-=_~:::I--_=-_:,=--~------------,\ SW COR SEe 21-19-6 N8SQ46'4""E SET 1/2" DIA REBAR W/CAP 2623.40' M 2625.67' R SI/4 COR SEe 21-19-6 NO. 8505 FADM RECORD TIES FROM lOOT SURVEY Fa I.P. W/YELLOW CAP NO. 8165 FROM RECORD T rES Iher~yc'I"UfythatthIILandS~ytng ~ doo;\JIIef1t V"prep,r-edbYlIlJorln:\er 100 200 300 II'fdlreetpertOnal,upervtuonlnd 0 400 tl\,t ,..ckl1yltcensedLIndSurveyor ~ l.I1dert.he 1~lor th.Suteof lova. 'M"lA...P (?'J,..,}.B'Y'O SCALE IN FEET HltmELR,FAGI.E o.te Llcenunuaber 8505 Myllten1tr_v,Jdate ttOec..eer31,Za02 LEGEND Page, or ,heets coverell by thl, se"l: 447.75' M ~ MEASURED Sl-EETSt-30F1 447.40' R ;: RECORD @ PROJECT PARCEL NO, 105 E A R T H T I C H PERMANENT AND TEMPORARY EASEMENTS 000595 SHEer 1 OF 3 , " . . " . " . , c:... EXHIBIT PAGE :;ll- PREPARED BYI MICHAEl R. FAGlE, EARTH TECH. 501 SYCAMORE STREET, SUITE 222. WATERlOO. IOWA, 51703, 3Iq.232-6531 DESCR IPT ION: PERMANENT EASEMENT A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH , 00008'S4" WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 880S0'3S" EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 6S7.21 FEET TO THE SOUTHWEST CORNER OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00012'31' EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 47.64 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING NORTH 00012'31" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 3S.08 FEET; THENCE NORTHEASTERLY ON A 1,7IS.00-FOOT RADIUS CURVE CONCAVE NORTHERLY AND HAVING A 280.6S-FOOT LONG CHORD BEARING NORTH 89019'40" EAST A DISTANCE OF 280.96 FEET (ARC LENGTH); THENCE SOUTH 84018'35" EAST A OISTANCE OF 50.30 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 328.27 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 00016'08' WEST ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 2S.14 FEET; THENCE SOUTH 84009'12" WEST A DISTANCE OF 360.48 FEET; THENCE SOUTHWESTERLY ON A 1,7S0.00-FOOT RADIUS CURVE CONCAVE NORTHERL Y AND HAVING A 298.70-FOOT LONG CHORD BEARING SOUTH 89002'56" WEST A DISTANCE OF 299.06 FEET (ARC LENGTH) TO THE POINT OF BEGINNING; CONTAINING 0.45 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'S4" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. DESCRIPTION: TEMPORARY EASEMENT A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOllOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 21; THENCE SOUTH 00008'S4" WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,309.61 FEET TO THE SOUTHWEST CORNER' OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 880S0'3S' EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE, SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 6S7.21 FEET TO THE SOUTHWEST CORNER OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00012'31" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SA 10 SECT ION 21 A 0 1ST ANCE OF 82.72 FEET TO THE PO INT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING NORTH 00012'31" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 15.03 FEET; THENCE SOUTH 89OSI'34' EAST A DISTANCE OF 232.10 FEET; THENCE NORTH 77027'56' EAST A DISTANCE OF 248.06 FEET; THENCE SOUTH 89034'3S" EAST A DISTANCE OF 183.12 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 00016'08" WEST ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 3S.20 FEET; THENCE SOUTH EARTH@T PROJECT PARCEL NO. 105 E C H OOOSQ6PERMANENT AND TEMPORARY EASEMENTS ~ SHEET 2 OF 3 -- . . , .."- . . c: IlXHIBIT '3 Mal! PRfPARED BY, MICHAEL R. FAGLE. EARTH TEOf, 501 SYCAMORE STREET. SUITE 222. WATERLOO, lOVA, 58793. 31'1.232-6531 84009'12" WEST A DISTANCE OF 328.27 FEET; THENCE NORTH 840I8'3S" WEST A DIST ANCE OF SO.30 FEET; THENCE SOUTHWESTERLY ON A 1,7IS.00-FOOT RAD IUS CURVE CONCAVE NORTHERLY AND HAVING A 280.6S-FOOT LONG CHORD BEARING SOUTH 89019'40" WEST A DISTANCE OF 280.96 FEET (ARC LENGTH) TO THE POINT OF BEGINNING; CONTAINING 0.49 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'S4" WEST FOR THE PURPOSE OF THIS DESCR IPT ION. :ClHlffilT3l'l !:lmO 2"f3;'nOITA YT13 133m2 V.OTIli::HZI,\'1 J or~ ~ssc AI)'l1a AWOI EARTH@T ' .PROjECT PARCEL NO. 105 E C H 0005S'1ERMANENT AND TEMPORARY EASEMENTS SHEET 3 OF 3 -~.., , "., , IIETIIRN 10: mY ATTORNrtS omcE 410 E. WASHINGION SlllEf.J tllWA CIl'( IA 52240 ~3ttq'lO ;":' ", t'~ ( ,f- ( .. ","~ ..... ':- FILED NO. ,,3~~tJ . BOOK1"&---Pl,.GE cf3 8 03 nPR 24 PM 3: 09 JOHNSON COUNTY RECORDER . IOWA CITY. IOWA PREPARED BYl MICHAE!-- R. FAGLE. EARTH TECH. 5131 SYCAMORE STREET, SUITE 222. WATERLOO. IOWA. 50103. 31q-232-6531 ACQUISITION PLAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY, IOWA ;65S.57' M OWNER: HAROLD J. DANE JR. ~ _-:-+~-=-~=._-~~-S~~-~'.: ~.: _ _ _ _ C~U~ ~~CE~ ~~~O~l~~:~~~~,~r _ _ _ +- _ _ _ _ _ -i- _ v^- _ KWI/4 COR SEC 21-79-6 ----.n___n.__________,____nn______ NI/4 ~OR S~C 21-79-6 i Ii FD 60d SPIKE \....65S.57' FD BROKEN CONC MON , , : FROM RECORD TIES I I I: . i \ I EI/4 COR SEC 21-79-6 , : ' FO CONC MON I : ,~ I W/BRASS CAP I : _~, ~ I, ': '-:>'\0{ I I I : ,tx X 'I "'\, I 1 I: s (, I'~ 'I ': I J I: t I , , "'I I I' '" , " '" I en ...... I , , : ";- ~l I IN' , , (J ~I I '" W Vl 1 Vl I I "" ..,., I 1:1 ~ ~I, N, ,'" VlI I ~ I; "--SOO"OS'54'W ~ ~" Vl' 1309.61' :::, i I I vi ~ 2. 'Z ' ~I' N ~I I ::::: --I' I ~i 0- 0-1 I ::J ~ ~I, 0-'1 W Wi I ~ : W I ~l: ~ I I I: I I ,,0- I I: ~ I , == . , , : R: 1750.00' L:299.06' I ' I : CH:N89 02'56"E 298.70' , ! , : NOOoI2'3I'E I I : 47.64' I i !NSS050'35"E _,----- __n_______.___! /~000~6'08'W ! " 657 21'1 _'n_ n_.. -', 6.05 ,-' --..' - I I:. ~..#.. ~...., "'.... \ : , I '; _.--.----n.- ___.n___.__ SOUTH LINE NWII4 SWI/4 SEC 21-79-6 /- - - --v" _ -. - - - -1- - -'- ,:~ 1309.61' -------h.h-__nn'nnnT_________n_________----'-~ ~ ~A _ _SSS~50'~5'W _ 657:2.!:.~ _ _ _ _ _ _ _ _ _ _ _ _1_ _ _ _ _ VC-::_=-_:_:7-:-~ _ _ __ ~~~~~~-'~~If- ~~~i~6~~~~; ----- - - ---- - - - ----- -'= ii~;:~~:;~:~2-~~~:~~: '~- - - ---:I~~-~~; SEC 21-79-6 ~ NO. 8505 FROM RECORD TIES FROM lOOT SURVEY FD I.P, W/YELLOW CAP NO. SI65 FROM RECORD TIES I hereby certify that thIs land Surveying docUIllCnt vas pl"'epared by me or uncleI"' ~ my dlcec' pe"on.' supe.""on and 0 100 200 300 400 \.~ND I: that [ am a duly llcensed Land Surveyor I I I I I I$':;~'''-''''''';:~~ t. under the laws of the State of Iowa. · ~; ."un ., ; 0 " fV\ i-fJ,.." Q... Q ~~o 8[11/0 -oJ, .Jt.Gll :.. \ \ .... : J MICHAEL R. HCLE 0... SCALE IN FEET t. . . .. \.s -;!:/~ LIcense nuraber 8505 ~ "1O;~of' My license rene...al date 1$ Oecenber 31.2002 LEGEND ......... P h db h 1 447.75' M : MEASURED ages or s eet, covere y t Is sea : 447 40' R :; RECORD SHFFJ(; I ANn? OF , . PROJECT PARCEL NO. 105 EAR T H €> TEe H FEE SIMPLE ACQUISITION SHEET 1 OF 2 '. -'.' PREPARED BYtMICHAEL A.FAGLE. EARTH TECH. 501 SYCAMORE STREET, SUITE- 222. WATERLOO, IOWA. 50703, 31q-232-6531 LEGAL DESCR IPT ION: FEE SIMPLE ACQU IS IT ION A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, 10WA,MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC ING AT THE WEST 1/4 CORNER OF SA ID SECT ION 21; THENCE SOUTH 00008'54" WEST ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF ~309.61 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 88050'35" EAST DN THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 657.21 FEET TO THE SOUTHWEST CORNER OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21, THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE NORTH 00012'31" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 47,64 FEET; THENCE NORTHEASTERLY ON A 1,750,OO-FOOT RAD IUS CURVE CONCAVE NORTHERLY AND HAVING A 298.70-FOOT LONG CHORD BEARING NORTH 89002'56" EAST A DISTANCE OF 299,06 FEET (ARC LENGTH); THENCE NORTH 84009'12" EAST A DISTANCE OF 360.48 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 00016'08" WEST ON THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 76.05 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 88050'35" WEST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 657.21 FEET TO THE POINT OF BEGINNING; CONT A IN ING 0,80 ACRE. BASIS OF BEARINGS: THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR SOUTH 00008'54" WEST FOR THE PURPOSE OF THIS DESCR IPT ION, ~~a ~f:nlj ~fj~@ 'R;g<l ~I'~~ N.\,: -m'" PROJECT PARCEL NO. 105 EARTH@' E C H FEE SIMPLE ACQUISITION SHEET 2 OF 2 .: ., ~ ~ .' ~~g *' i31~1 v.> ~ sg 1; ;;~;j --" ~z~$S o am , I , I, '.' ~:,.. 6oq31-\~ FEE 034H31 REAL ESTATE iRANSFi:R TAX PAID FILED 1l0. -', Transfer Fee 500 to/S.10 BOOI~PAGE1Jffl- Recorder Fee 21.00 $ 03 nPR 15 PH 1: 23 Total l' 00 Kimberly Painter JOHNSON COUNTY RECORDER .rECORDER -/'\-n'> Johnson IOVlA CITY, IOWA DATE COUNTY Prepared By: MitchelT. Behr, Asst City Attomey, City of Iowa City, 410 E Washington St., Iowa City, lA, 52240: 319.356.5030 SPACE ABOVE THIS LINE FOR RECORDER Address Tax Statements: City of Iowa City; 410 East Washington Street, Iowa City, IA 52240 WARRANTY DEED For the consideration of $385,000.00 Dollar(s) and other valuable consideration, Tom H. Williams and Karen S. Williams, husband and wife (Grantors), do hereby Convey to The City of Iowa City, Iowa, a municipal corporation (Grantees), the foliowing described real estate Johnson County, Iowa: A parcel of land located in the Northeast 1/4 of the Southwest 1/4 and the Southeast 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 5th Principal Meridian, Johnson County, Iowa, consisting of 25, 984 square feet, or .6 acre, depicted and described as Parcel A on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book 4':> ,Page Q31 with the Johnson County Recorder. A parcel of land located in the Northeast 1/4 of the Southwest 1/4 and the Southeast 1/4 of the Southwest 1/4 of Section 21, Township 79 North, Range 6 West of the 5th Principal Meridian, Johnson County, Iowa, consisting of 296,054 square feet, or 6.79 acres, depicted and described as Parcel B on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired for the Mormon Trek Boulevard Extension Project. The original of said plat is recorded at Plat Book L.I~ ,Page Q 31 with the Johnson County Recorder. '-' This property is being acquired for public purpose through eminent domain and a Declaration of Value is not required. Iowa Code Section 428A.1 Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and Convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine g nder, accordin to the context. . ~ APRf,~~~;~ Tom H.~ms Kar n S. Williams 0OO6~9 -----. -- "! ~ T~ ' I -f." ~..... ....: '" -,"" 4"_ , . '-:; -...-..; , , . ...-..... .- , ~;-. i "9 . . .\ j' :1 :; I ,'~- n . '1 , .,..J ,. , .-. ,- .' .... .. ...._'.. . .......i r@Uf~ ~@~ . '.; <- ';,,-?,.';..- . :!- ,". l!j . ~ l:< '.1 ...... "..1 - - -. , I,V. STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this 14thdayof APRIL , 2003, before me, the undersigned, a Notary ublic in and for the above-named county and state, personally appeared Tom H. Williams, to to be the identical person named in and who executed the within foregoing ins an ged that he executed the same as his voluntary act and deed. .'" NOTARIAL SEAL 'i3~3l- ?oO'{ STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this 14 t h day of APRIL , 2003, before me, the undersigned, a Not above-named county and state, personally appeared Williams, to me person named in and who executed the within d foregoing executed the same as her voluntary act and deed. ~-11 \- -nOO<{ NOTARIAL SEAL 000650 " .. , ' j,.. A . EXHIBIT PAGE I PREPARED BY, MICHAEL R. FAGLf. EARTH TECH, 5lJ1 SYCAMOAE STREET, SUITE 222. WATERLoo. IOWA, 9763. 31"l-232~31 ACQUISmON PLAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY, IOWA OWNER: TOM H. & KAREN W1WAMS COUNTY PARCEL NO. 1021301001, 1021376001, 1021426001 & 1021451001 u"" ~ '" ,,-,,-, "" ~ "' "-'H~ FD GOd $P lKE FD CONe MON W /BRASS CAP FROM RECORD TIES /T 1311.14' ___..____r_'~_'~::~:..hh_ I ______'_3_~~:~~:=:\_______m..nn_~~~~.~_~' 1)._ "";:;~'::'.:.::-::-:.:--:-- - -. -. - -. - - -. - :'::':-':'r::'::':: - - -' - -.. - - - -.. -. - -. - _:~ , , I, !: i ,b.' !I.. ,I ~ 'fo'" b :'f. ,\ fo c.,<<; 0{ : ,~ ~ ;~, s"'o{ I c..,,"\ :12- ~ :.!..I ~ :" ~,\ ~, : ,N r:! iN, 0' ~ : ~ ~~ i '~ l..;'" '!' c, '?, ,~ : ~I ~ R=I0050.00' L=79.22' , i ' . >- '? CH~N64 22'4S"E 7922' 1305.46 ~'~ 'w :..,' . ,- ,> I '-' I W 'a::: _ ' : il TEMPORARY EASEMENT LIMITS! N84023'WE 81.97' I!ln: ~ I.D ~ : 11), N84009'12-E 1343.54' I :.~ : 1-. ~ ~ : ~i N63036'50.E 71.26' I SOOo25'41.W 25.13' 1 /; : g o 'W I "Z ,_ - L.LI 'z. , . SOOo2S'.WW 210 SO' " : w' , N84009'12'E 134668' . : W ,:::11 . ~ :LoJ' . I ,I~ '0 <:0. '2 '...J : 0:: '" 0 :~: [' , SEC 2/'79-6 : ~ : '" o 0 'V') ----t------~~~, ' ,1< '" g l1 \wl ______--... -- ......::.:--:... --::~ ; 1N66050'S4'E 1005.36' : ,w : ';;. z ~fi,;.:::.~::~~~'.'_~.:.:-:-.. ===------.....r----- '; ....... ....'...hn.______.. \i ' ~ .. ,,---.- ~SOOOI6.08-W 127.16' :_.~ .- ---.... . . " "" ., '~~.-:-_h~~____~~-nn. ._u_~.~n-.-~~-.-.~ -7 - . hh_h_nhn _____~~____u__~__________._.:: ~ ~! -\': ....." ""' ~ . \ 'C ii' ~ i~i S880S0'3S-W 220.07' ! : S880S0'S4.W 1328.69'; :'f ~ ~ " , 01 iN, FEE SIMPLE ACQUIS1710N i'f\ FEE SIMPLE ACQUISI7/0N ! I>;: ~ ) o :~' PARCEL A ,~l PARCEL B : :N ~ ~ ! V)I S880S0'3S-W 1094.28' ,~: 1 I~ ~ o :~: b. I"VN00023'24'E 1273.79' : ,~ 'h ~ : -I \ ,~. , '''It 0 l.j ~ ~, fo ,V): \b. 1305.46'~ I~ VI " c.; OJ I ' <,) r., W , ''It\ ~ :" ~' So): ,VI , 'I' \ :\: ,-'. \).. '\ '''It : ~ < 0- ~ ,~: \ ...: : I' ' ~, '? <evc, I~:~' '1- : ;;; i'ij " ,~; '?c.,<vCJ : :VI ::i, '--': : l'i : 1-' SW COR SEC 21-79-6 Itni SI/4 COR SEC 21-79-6 1 ::i : ~I SET 112- CIA REBAR W/CAP :~: FD I.P. W/YELLOW CAP : II- ;~, NO.8S0S FROM RECORD TIES I : NO. 8165 FROM RECORD TIES \ ~ ' , 'UJ \ I 131/.70' . r'311.70' : j "'''~~~~:~~::=\--hn-''''h'~~~~:~~:~_. .~.___.......::..:...-.:::-: ~''-:_~_::_::.::':::::':: 1.::.:=::. _ _. _ _ _ _.. _. _ _' _ _. _ ---=:::'::., -~-.:.~-::.~-~i~~i.~~~~-it~~i~:;n--...--- --.---h----h.-..'Ch.h....~~:~~~:~~~~~~:~~ 2655.76' M 2656.25' R l~ye...t1fythatthl'l...:lSlrveylng ~ FROM lOOT SURVEY ~tW41P~bYllror-l.I'lde.. rtl'Jdlr-tctptrtonlt~Vl'ltI'Iand 0 200 400 600 800 that IlIIallJlyllcetl"d land SlrwYO" ~ ~ uti..... of tht State 0' Iowa. 1'1\ \\"\+ \O'1.~'O'2.. HICHAELR.FI.GI...E 0.\.1 SCALE IN FEET l1CetlSllnUlbe..8505 000651. My Ilcen" .--val date t, Otcenber 31,ZOOZ ~ P.,or-.htthcove..tdbytllts"atl 447.75' M = MEASURED S1ETS 1-3 OF] 447.40' R ~ RECORD REVISED 10-29-02 REVISED 10-17-02 E R T H @ PROJECT PARCEL NO. 106 A T E C H SHEET 1 OF 3 'f. I EXHIBIT A- I J :z-. PAGE PREP~ BY, MICHAEl R. FAGLE. EARTH TEOf, 001 SYC/!HlRE STREET. SUITE 222. WATERLoo. IOWA,. 5EI793. 31<J-232-6531 DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL A) A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCR IBED AS FOLLOWS: COMMENC ING A T THE SOUTH 1/4 CORNER OF SA 10 SECT ION 21; THENCE NORTH 00023'24' EAST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,273.79 FEET; THENCE SOUTH 88050'3S' WEST A DISTANCE OF 1,094.28 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING SOUTH 88050'35" WEST A DISTANCE OF 220.07 FEET TO THE WEST LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00016'08" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 109.06 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 221.26 FEET; THENCE SOUTH 00016'08" WEST A DISTANCE OF 127.16 FEET TO THE POINT OF BEGINNING; CONTAINING 2S,984 SQUARE FEET, OR 0.60 ACRE. BASIS OF BEARINGS: THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR NORTH 00023'24" EAST FOR THE PURPOSE OF THIS DESCR IPT ION. DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL B) A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4, THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 21; THENCE NORTH 00023'24" EAST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,273.79 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED, THENCE SOUTH 88050'3S' WEST A DISTANCE OF 1,094.28 FEET; THENCE NORTH 00616'08" EAST A DISTANCE OF 127.16 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 1,346.68 FEET; THENCE NORTHEASTERLY ON A 10,OSO.00-FOOT RADIUS CURVE CONCAVE SOUTHERLY AND HAVING A 79.22-FOOT LONG CHORD BEARING NORTH B4022'4S" EAST A DISTANCE OF 79.22 FEET (ARC LENGTH~ THENCE SOUTH 0002S'41" WEST A DISTANCE OF 210.S0 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE NORTH 880S0'S4" EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,00S.38 FEET TO THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE SOUTH 00025'41" WEST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21 A DISTANCE OF 33.01 FEET; THENCE SOUTH 880S0'54" WEST A DISTANCE OF 1,328.69 FEET TO THE POINT OF BEGINNING; CONTAINING 296,OS4 SQUARE FEET, OR 6.79 ACRES. BASIS OF BEARINGS: THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR NORTH 00023'24" EAST FOR THE PURPOSE OF THIS DESCR IPT ION. 000652 REVISED 10-29-42 EARTH@)T REVISED 10-17-42 E c H PROJECT PARCEL NO. 106 SHEET 2 OF 3 'of.. ! . A EXHIBIT PAGE :3 PREP~ BYI HlOiAEl. R. FAGLE, EARTH TECH. 501 SYCAMORE STREET. SUITE 222. WATERLoo. IOWA. !597113. 31<J-23C&531 DESCR IPT ION: TEMPORARY EASEMENT A PARCEL OF LAND LOCATED IN,THE NDRTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 21; THENCE NORTH 00023'24' EAST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,273.79 FEET; THENCE SOUTH 880S0'3S" WEST A DISTANCE OF 1,314.3S FEET TO THE WEST LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00016'08" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 109.06 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING NORTH 00016'08" EAST ON THE WEST LINE OF. THE EAST ,1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE 'OF 2S.14 FEET; THENCE 'NORTH 63036'SO" EAST A DISTANCE OF 71.26 FEET;THENCE'SOUTH 86041'04" EAST A DISTANCE OF IS7.00 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 1,343.S4 FEET; THENCE NORTH 84023'11" EAST A DISTANCE OF 81.97 FEET; THENCE' SOUTH 0002S'41" WEST A DISTANCE OF 2S.13 FEET; THENCE SOUTHWESTERLY ON A 10,OSO.00-FOOT RADI~ CURVE CONCAVE SOUTHEASTERLY AND HAVING A 79.22-FOOT LONG CHORD ~ SOUTH 84022'4S" WEST A DISTANCE OF 79.22 FEET (ARC LENGTH); THENCE' . "o",',"~" ^ """'" " ',,"'," "" "J~"'" " """'II~ CONTAINING 1.01 ACRES. , _' :'" ' ,,it,,! BASIS OF BEARINGS: THE.'EAST LINE OF THE SOUTHWEST 1/4 OF SAID S . m@1 IS ASSUMED TO BEAR NORTH 00023'24" EAST FOR THE PURPOSE OF THIS I U DESCRIPTION. a 000653 REVISED 10-29-02 EARTH@T REVISED 10-17-02 E C H PROJECT PARCEL NO, 106 SHEET 3 OF 3 :"I' , , ... '. I " " \. Entered 2 and uPon Iran c I J1 for taxati ~'er books On th,s -- day of Ig FILED Ijll Johnson Co. IOwa APR 18 2(J03 illil /- 1..9~ COUNTy AUDITOR ~ u-' ~ ..s:- ..Q ..Q a - +- 3 -j- - 0 "r1 ':;=1 I=:' A :r fTl O-P- ~ 0 -::r"l -.n 00 <'1 <.:: 0....... i'Ti i-r\ O-P- 0 '" o ~ ;:u i..; T- el -", Cl Ul -- " :D no o~ '" z 0....... '" o Cl ;:u i..; co 0 f!1('")O - be: c. '-"I '" ;:;'; <=; '- :t;:: (.J (")0 m 0 f!1nO '"' "" g ~ ~~ :tt: '~.'J '~,'J DCI: :z: z -t G:lQ "" nOJ: ;fr "', ""~ :nZZ .;>, '" "'0.. '(FJ ClCZ .:..J '-' ....... 0-. " ,,.. .. if) 0" - ~ OJ! ;rJZif) "-' V";a y if> fr_ "" '" " O-iCl ~~ 111--::_ "\ b- '" 1T1<:z .. :n "'" c ~ '" .. . ~ ~ -.H- ~-"'" ;:u f',) 01 . ,:...J ....... 0 0 .- '" 0 f-o,} -P- 00 0 0 0 00 -P- .~. ,..' ~~ ~f\ . ~ lr, ~ _ ~ , - " '- ' ~ FILED NO.~O-, BOOK43--PAGE~ 03nPR 15 PH ): 23 JOHNSON COUNTY RECORDER IGWA CITY. IOWA PREPAREO BY: MICHAEL R. FAGLE. EARTH TECH, 501 SYCAMORE STREET, SUITE 222. WATERLOO. IOWA, 50703. 319-232-6531 ACQUISITION PLAT MORMON TREK BOULEVARD EXTENSION CITY OF IOWA CITY, IOWA OWNER: TOM H. & KAREN W1LUAMS COUNTY PARCEL NO. 1021301001, 1021376001, 1021426001 & 1021451001 "" CO" '" ,,-,% "" CO" '" 'H%~ FD 60d SPIKE FD CONC MON W/BRASS CAP FROM RECORD TIES /11317.14' ____I-~nl~~~~~~~___ I ____1_3_~~:~~:~_________n_nn_~~~_9_.~_4'1\-_ /-~~~~--:~~-:---~-~~--~-~ - - - - - - . - - --~-=---::'-:-r:-:-~--- - - - - - ~ - - - - - - - - - - - - - - -.-ir : : t I. " , : I It>-: I : 1 t>- ,\ c:o : ,<f - ,1..0 \ S:; #' ' 10"'l o ," " ~ Gj 0) : r- \ '" ''''' ~ ' ~ '\ I ' , . 'r-- C? OJ I ~ '- I ~ :~f::' ,\ 'l," ; ,N : ...,:'" \~i' ",,~c.. "U' - I" ~ I W ' lj tJ' ""<,; c.. _ . _ , '? : I", , ",I s<</ R-10050.00 L-79.22 1305 46' : '.,. >- :.,.' CH=N84 22'45"E 79.22' . ~ 'c, ~ ." 'w a:::: _ :;<:1 TEMPORARY EASEMENT LIMITS I N84023'II''E 81.97' :!'" ~ u,:! : VI, N84009'12"E 1343.54' : '::: l- g ~ i ~i N63036'50"E 71.26' I SOOo25'41"W 25.13' i!~ ~ - uJ 'z SOOo25'41"W 21050' "w ~ ro 1 w: N84009'12"E 1346.68' I . i f ~ ~ co 9 I z/ '--.J : a::: S' ~ : ~ S86041'04"E 15700' SOUTH L,NE NWI/4 SEI/4::... :"- '" 0 "r' , SEC 21-79-6 : '" '''' - 0 ' 1-' t ~ I I ' o ' __ _____ -----__~~, <( ,~ g ~ :~I _________--- -- ---.:.::: _--~_-::~_ \:N88050'54"E 1005.38': ,w :;;: Z ~;::, _J~ __..---. _ --.. ___'___..- ~ ' co ~ l';;':- ~,---;..---- ___._______ I 'I 0 .... -~-------_._---_._--_.-------- ---------------------------- ~, ~ -. --- ~ SOOoI6'08"W 127.16' _ _ -"- _ _ _ _ :---- -- ----: , -- '------------------- '1 ::; -- - ,', ,,'~--------------------- ---.----------------- \--- --------------- ----------------------------- " ~ ,~! - --~ N84009'12"E 221.26' : \ ~ I ~ g :"', S88050'35"W 220.07' I : S88050'54"W 1328.69' ''f' ::i , ~ ''''I " '", ) I . , r- ' N, FEE SIMPLE ACQUISITION I'f': FEE SIMPLE ACQUISITIDN I~ E : o u' PARCEL A ,~: PARCEL B :N :=r : N wI I ~ /(.) U"'l I . V> 5880S0'35"W 1094.28' 'N' I W N : ~ ~: ~ luVN00023'24"E 1273.79' : ,'" '6 : l ~I ,~,,\}O :i7ii \~ 1305.46'~ i~ ~: .,.: '? ,\0; I~' S00{'o , ,'" ....... \~ X .-: "\ : '"" wi <,) 't,; ,~, \~'1,." ' I..... '" '? c.. "'," ' - : S<</ Iw: S~ c.. : ,~ ~/ IZ: ,,<<; : I - ':::::::i' I IW --.J , , Z r-: SW COR SEC 21-79-6 It;;: SI/4 COR SEC 21-79-6 ' :~ ~I SET 1/2" DIA REBAR W/CAP :;5: FD I.P. W/YELLOW CAP It;; : :~' NO. 8505 FROM RECORD TIES 1 f NO. 8165 FROM RECORD TIES ,;5: \! 1311.70' r 1311.70' ; j ______~~~~:~~:~----------h--I~~~:~~:~-- i Z ..m_mnn nmnnm.. ........ __________"-, "=:C:C~i~ii:?~~~\~~.:;~". < =n-m~",~,~;}::i:::~:;~,I;i ( her-eby cer-tlfy that this land Sur-veYlng ~ FROM lOOT SURVEY document vas pr-epar-ed by me or- under- ~"""'''' rrry d Ir-ect per-son" 1 super-v IS Ion and 0 200 400 600 800 .,. ,-"NO 4~ that I am II duly LIcensed Land Sur-veyor- I I I , I ",/~<:>.._.-.....::." under the avs of the State of [owa. f ;f...... '.~ \ ~ ~; ,,'(IU.I\ 1. ".0 ~ E.... PAOLI :""i SCALE IN FEET i: 1505 : I H ICHAEL R. F AGLE \ \ ; I L1cense nUllber- 6505 ~ ir-. ""t3 I " ....__ ~4' My f Itense rene\/al date Is"Oecerrber 31.2002 LEGEND ~=y Pages or sheets cover-ed by this seal: 447.75' M = MEASURED S\-IEETS \-3 Of 3 447.40' R = RECORD REVISED 10-29-02 REVISED 10-17-02 @) PROJECT PARCEL NO. 106 E A R T H T E C H SHEET 1 OF 3 ---- . -.~' ",' . ~ PREPARED BY1MICHAEL R.FAGLE. EARTH TECH. 501 SYCAMORE STREET. SUITE 222. WATERLOO.roWA,51?J703, 31q-232-6531 DESCRIPTION: FEE SIMPLE ACQUISITION (PARCEL A) A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCR IBED AS FOllOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 21; THENCE NORTH 00023'24" EAST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,273.79 FEET; THENCE SOUTH 88050'35" WEST A DISTANCE OF 1,094.28 FEET TO THE PO INT OF BEG INN ING OF THE PARCEL HERE IN DESCR IBED; THENCE CONTINUING SOUTH 88050'35" WEST A DISTANCE OF 220.07 FEET TO THE WEST LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00016'08" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 109.06 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 221.26 FEET; THENCE SOUTH 00016'08" WEST A DISTANCE OF 127.16 FEET TO THE POINT OF BEGINNING; CONTAINING 25,984 SQUARE FEET, OR 0.60 ACRE. BASIS OF BEARINGS: THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR NORTH 00023'24" EAST FOR THE PURPOSE OF THIS DESCR IPT ION. DESCR IPT ION: FEE SIMPLE ACQU IS IT ION (PARCEL B) A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4, THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, MORE PART ICULARL Y DESCR IBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 21; THENCE NORTH 00023'24" EAST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,273.79 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE SOUTH 88050'35" WEST A DISTANCE OF 1,094.28 FEET; THENCE NORTH 00016'08" EAST A DISTANCE OF 127.16 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 1,346.68 FEET; THENCE NORTHEASTERLY ON A 10,050.00-FOOT RADIUS CURVE CONCAVE SOUTHERLY AND HAVING A 79.22-FOOT LONG CHORD BEARING NORTH 84022'45" EAST A DISTANCE OF 79.22 FEET (ARC lENGTH); T~ENCE SOUTH 00025'41" WEST A DISTANCE OF 210.50 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE NORTH 88050'54" EAST ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,005.38 FEET TO THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21; THENCE SOUTH 00025'41" WEST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 21 A DISTANCE OF 33.01 FEET; THENCE SOUTH 88050'54" WEST A DISTANCE OF 1,328.69 FEET TO THE POINT OF BEGINNING; CONTAINING 296,054 SQUARE FEET, OR 6.79 ACRES. BASIS OF BEARINGS: THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 IS ASSUMED TO BEAR NORTH 00023'24" EAST FOR THE PURPOSE OF THIS DESCR IPT ION. REVISED 10-29-02 EARTH@T REVISED 10-17-02 E c H PROJECT PARCEL NO. 106 SHEET 2 OF 3 .' ..... t'. PREPARED BYI MICHAEL R. FAGLE. EARTH TECH. 51211 SYCAMORE STREET. SU[TE 222. WATERLOO. IOWA, 51217121,1. 319-232-6531 DESCR IPT ION: TEMPORARY EASEMENT A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH PRINC IPAL MER ID IAN, JOHNSON COUNTY, IOWA, MORE PART ICULARL Y DESCR IBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 21; THENCE NORTH 00023'24" EAST ON THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 1,273.79 FEET; THENCE SOUTH 880S0'3S" WEST A DISTANCE OF I 1,314.35 FEET TO THE WEST LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE NORTH 00016'08" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 109.06 FEET TO THE PO INT OF BEG INN ING OF THE PARCEL HERE IN DESCR IBED; THENCE CONT INU ING NORTH 00016'08" EAST ON THE WEST LINE OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 21 A DISTANCE OF 25.14 FEET; THENCE NORTH 63036'50" EAST A DISTANCE OF 71.26 FEET; THENCE SOUTH 86041'04" EAST A DISTANCE OF 157.00 FEET; THENCE NORTH 84009'12" EAST A DISTANCE OF 1,343.54 FEETi THENCE NORTH 84023'11" EAST A DISTANCE OF 81.97 FEET; THENCE SOUTH 00025'41" WEST A D 1ST ANCE OF 2S.13 FEET; THENCE SOUTHWESTERLY ON A 10,OSO.00-FOOT RAD IUS CURVE CONCAVE SOUTHEASTERLY AND i'lA V ING A 79.22-FOOT LONG CHORD BEAR ING SOUTH 84022'4S" WEST A DISTANCE OF 79.22 FEET (ARC LENGTH); THENCE SOUTH '" 84009'12" WEST A DISTANCE OF 1,567.94 FEET TO THE POINT OF BEGINNINGi ~ - CaNT A IN ING 1.0 I ACRES. - . BASIS OF BEARINGS: THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 21 :-~ IS ASSUMED TO BEAR NORTH 00023'24" EAST FOR THE PURPOSE OF THIS . DESCR IPT ION. L REVISED 10-29-02 REVISED 10-17-02 EARTH@T E C H PROJECT PARCEL NO. 106 SHEET 3 OF 3 I .ooj ..:. I I .... :5n -"'::.i o. ~~~~ ncno -::t:"" ;<'2:"""" -C>~2 >-1---1 c.,nOUlO f'-.)20" Ncn:a ~;tin "'''' ~ I RD-J L1LJ 18 Prepared by: Ross Spitz, Civil Engineer, 410 E. Washington SI., Iowa City, fA 52240 (319)356-5149 RESOLUTION NO, 03-185 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE MORMON TREK BOULEVARD EXTENSION PROJECT. WHEREAS, Metro Pavers, Inc, of Iowa City, has submitted the lowest responsible bid of $2,945,692.62 for construction. of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1, 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 10th d"oI ~ .20 03 ~L--- ./ "IiI1AYOR Approved by ATTEST: ~~~ .;(, ~ ,~~ s-I~? City A orney's ffice CITY LERK It was moved by 0' Donne 11 and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner X Lehman X O'Donnell X Pfab X Vanderhoef X Wi/burn pweng\res\monnontrekext.doc 5/03 .' Fizo:;- WE] Prepared by: Ross Spitz, Civil Engineer, 410 E. Washington Sl., Iowa City, IA 52240 (319) 356-5149 RESOLUTION NO. 03-186 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST AN AGREEMENT BETWEEN EARTH TECH, INC. OF IOWA CITY, IOWA AND THE CITY OF IOWA CITY FOR CONSULTING SERVICES DURING CONSTRUCTION OF THE MORMON TREK BOULEVARD EXTENSION PROJECT. WHEREAS, the City received bids and awarded a contract for construction of Mormon Trek Boulevard Extension Project; and WHEREAS, it is desirable for Earth Tech, Inc. to provide construction phase engineering services during construction of the Momnon Trek Boulevard Extension Project; and WHEREAS, City staff has negotiated an Agreement with Earth Tech, Inc. to provide said services; and WHEREAS, the City Council deems it in the public interest to enter into the negotiated agreement with Earth Tech, Inc. for Engineering Consulting Services during construction of the Project, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content, and shall be executed in duplicate, 2, The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement. Passed and approved this 10th day of June ,20 03 /)~ ;;/dZ-- . ~A7u. 41. MAYOR Approved by ATTEST: ~~,p ~A..J ~ ""/'tks CIT LERK CitY ttorney's fice pweng\res\monntrekconsultagt.doc Resolution No. 03-186 Page 2 It was moved by Champion and seconded by OtDonnell the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kanner X Lehman X O'Donnell X Pfab X Vanderhoef X Wilburn 1b \~ 501 Sycamore Street, Suite 222, Post Office Box 1497. Waterloo, Iowa 50704.1497 CONSULTANT AGREEMENT PROFESSIONAL SERVICES RELATED TO MORMON TREK BOULEVARD EXTENSION IOWA mGHW A Y 1 TO IOWA mGHW A Y 921 PROJECT CITY OF lOW A CITY, IOWA SUPPLEMENTAL AGREEMENT NO.1 WHEREAS, a Consultant Agreement was entered into by the City ofIowa City, Iowa (City), and Earth Tech, Inc, (Consultant), dated October 8, 2001, for engineering and related consulting services for the Mormon Trek Boulevard Extension from Iowa Highway Ito Iowa Highway 921 project; and WHEREAS, Part I, Section B - Scope, Article VITI - Construction Services of said Telephone Agreement stated "Construction services after the bid opening, such as construction staking, materials testing, on-site review and contract administration are not included in the basic 319.232.6531 scope of services but will be added by supplemental agreement if requested by the City;" and Facsimile WHEREAS, the City seeks to utilize the professional services of the Consultant for construction administration and construction survey; 319.232.0271 NOW TIIEREFORE, 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, FOR THE CITY FOR THE CONSULTANT .Y~L ~ Y ErnestW. Lehinan, Mayor A. Becker, Vice President Date :T",,,, tt), ~OD 3:- Date June 5. 2003 , ATTEST: ~;.,*,..e/ ~ ~~ APPROVED BY: ;#!~~?: Date b/<r,~;, E A R T H @ T E C " A tqctJ INTERNAnONAL LTD. COMPANY -- I. Project Description This project IS defined as the Mormon Trek Boulevard Extension, Project No. STP-U-3715(620)-70-52, The work includes grading, drainage and paving of Mormon Trek Boulevard and extension of sanitary sewer and water mains. II. Scope of Services The Consultant will provide the following services for the construction phase of the aoove project: Task A - Construction Administration. This task consists of office-based consultant services to assist the City in implementing construction contract. Consultant shall provide the following services: l. Participate in a preconstruction conference with the City staff, Iowa DOT, utility companies and contractor, 2. Review acceptability of shop drawings, materials and equipment proposed by the Contractor. 3. Make timely visits to the project during the course of construction and upon request of the City. Visits shall be on average of once per month. 4. Assist the City in reviewing change orders as required by the construction. 5, Answer questions from contractors with respect to the construction and the intent of the contract documents. 6, Assist the City Engineering Department in responding to public concerns, project information requests and preparation of press releases. Includes periodic mailings to the residents and businesses on construction progress, schedule and phase changes (the City clerical staffwill organize and perform all mailings). 7. Participate in a pre-final inspection with the City staff and contractor to develop a punch list of items to be completed for project closeout. I 8. Participate in a final inspection with the City staff and contractor to determine if the , project has been completed in general accordance with the contract documents, I I 9. Prepare construction record drawings of the project based on marked-up set of drawings provided by the City. Provide electronic AutoCAD format and one (1) reproducible set of said construction record drawings to the City, 2 I i Task B Construction Survey, This task consists of construction staking for the grading, storm sewers, sanitary sewers, paving and incidentals. The following subtasks are included: l. Provide control survey to include benchmarks, right-of-way break points and design centerline control points. Right-of-way break points include right-of-way and easement limits. 2. Set property pins at the right-of-way break points upon completion of construction. 3. Provide horizontal and vertical control for the following work items: a) Set one row of grading stakes on roadway design centerline with cut/fill to center oflanes. b) Set one row of stakes on sanitary sewer centerline, including location and elevation. c) Set stakes for storm sewer pipe, including location and elevations. d) Set paving stakes at 25-foot intervals. Tack one side only. e) Set stakes for paving returns. f) Set stakes for sidewalks. g) Set stakes for traffic signals, III, Compensation A. Compensation for the services shall be on an hourly basis in accordance with the hourly , fees and other direct expenses in effect at the time the services are performed. The compensation for the services (estimated costs) shall be a not-to-exceed amount of Ninety-Five Thousand Dollars ($95,000.00) without authorization of the City, Proposed budget is provided in Part V. IV. In all other aspects, the obligation of the City and the Consultant shall remain as specified in the Consultant agreement dated October 8, 2001. L:\WORKIADMIN\AGREE\SUPPLE\SA IMormonTrek,doc 3 -- , Part V Staff Hour/Cost Estimate Senior Project Senior Proj, Task Description of Work Prof, Prof. Tech. Tech. Support Total A 1 Preconstruction Conference 6 8 14 .................................-.....................-........-...........-.........-...........- ....-...................... ............-....-.........-.....- ....-......-.........-.... ............................. -........................- ........--................ ,....~,..._~.h.,<:>p..,.l:l!.":v.i.i,f!~_.~~,\I,i~~".,..,.,__.__..._" 4 32 36 ............................ ..-......................--........ ............................. ............................. ..............--.......... ............................ .~~.,.."t.:19.':I~~I.r....F.'!()i.~.Y.;~,i~s.,..,....."..,......,....,., 32 32 64 ............................ ..................-................... .--........................ ............................. ................--.--- .-......................... ....~~.._....c::,h.,:ol,Il.f1~..<?,r.~~!..~~~,i~~'l.':I.c:.ll........._,__, 8 8 16 ...................-....... .............................-....... ...--.............-...... ...................-........ .........-................. .-......................... ,.~~,...,I~!~!.P.r.t;l~..~,I<OI.Il!'..~,.~.P.,t;lc:i~~_t~,n.,~, 12 12 24 ............................ ..........................-........- ............................. ............................. ............................ ............................ A6 Public Involvement Assistance 8 8 16 ......................-...........................................................................-... .......-................... ...._.~._........._._...__...- --............-........... ._....m.........._...... ........-.....-.-..-- .-..........--.--...... A7 Pre-Final Review 4 4 8 ._..............................__.........._...........___......._._......._.._m_......... ....-.....-............... ..........-.-....................... ..-...-................... .-.......................... .......-...........-...-. .--.............-........ A8 Final Review 4 4 8 ................................-.............................-......-.-.-.-....-..---......... ........-............-.... .....-...-....-...........-....... ..-...-.......-.......... ..-...............-........ ........................... ......-........-......-.. ....~~,.,...~~<:>!,~_.l:l.r.:3.v.i.,irl_(!,~,_,_,_..........,'_...,.,""__, 2 2 40 44 ....-.................-.- -.-...........-...........-....... -............-....-....- ....-....................... ..-...--.-..-...-...- .-...-....-.-........... .....I?"..~<:I':I~!r.':l~i9.':I..~':l,r.\I,t;ly._..,..,..._ 40 390 780 ._.._.....!,,2.,~,9., ............................ ..........................-.......-. ....-....................... ....-..................-.- .....-........-......- TOTAL HOURS 80 150 430 780 0 1,440 Estimated Costs $95,000,00 I " /, THE AMERICAN INSTITUTE OF ARCHITECTS I "" 0 c:::.~ = ~() c.ro L )>----1 .". c)-~ ~ !l N .- =iCj en r- ___.-' r-- Bond Number 8162-09:i:>: !l "'" ' ' -. ~, '-1"":::-: '-.--' ..:s: ~^' co AlA Document A372 )> u) \.0 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable, CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): Metro Pavers, Inc. Federal Insurance Company POBox 2508 15 Mountain View Iowa City IA 52244 Warren NJ 07059 't:%-N~ (Na~ff and Address): I 0 owa ry Civic Center Iowa City IA 52240 CONSTRUCTION CONTRACT Date: Amount: Two Million Nine Hundred Forty-five Thousand Six Hundred Ninety-two & 62/100ths($2,945,692.62) Description (Name and Location): PCC Pavement-Grade/New, Project #52-3715-620 BOND Date (Not earlier than Construction Contract Date): Amount: Two Million Nine Hundred Forty-five Thousand Six Hundred Ninety-two & 62/100lhs($2,945,692.62) Modifications to this Bond: o None o See Page 3 CONTRACTOR AS PRINC AL SURETY Company: Metro Pav Company: Federal Insurance (Corporate Seal) Company . Signatur Signature: . ,Afo~11L6 Name an Name and Tille: Nan y , chwarz, Atlomey-in-Fact (Any additional signatures appear on page 3) (FOR INFORMATION ONLY-Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or LaMair-Mulock-Condon Co. other party): . 4200 University Avenue #200 West Des Moines IA 50266 AlA DOCUMENT A312 . PERFO~NCE BOND AND PAYMENT BOND' DECEMBER 1984 ED. . AlA .1j. THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE.. N.W., WASHINGTON, D.C. 20006 A312-1984 1 ---------- 1 The Contractor and the Surety, jointly and severally, bind .1 After investigation, determine the amount for ,'. themselves, their heirs, executors, administrators, succes. which it may be liable to the Owner~and, as soon as sors and assigns to the Owner for the performance of the practible after the amoUiit is determined, tender Construction Contract, which is incorporated herein by payment therefor to th~Owner; OL reference. ""'"_\... .J ,2 Deny liability in whole 1;-, i,,;!part~d notifY the Owner citing reasons therefor. rv ,- lithe Contractor performs the Construction Contract, the ..- 2 --r-.... m ! Surety and the Contractor shall have no obligation under this 5 I f the Surety does not proceed asProvided in Pa~~gr~ph 4 Bond, except to participate in conferences as provided in wilh reasonable promptness, the SureJ}'JshalEBe deemed to Subparagraph 3,1, be in default on this Bond fifteen:]ays' afterreceipt-of an additional written notice from th~o\vnerC:iO the Surety 3 If there is no Owner Default, the Surety's obligation under demanding that the Surety perform)t5 obligati<lns under this this Bond shall arise after: Bond, and the Owner shall be entitled to enforee any remedy 3.1 The Owner has notified the Contractor and the available to the Owner, If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment Surety at its address described in Paragraph 10 below that tendered orthe Surety has denied liability, in wholeorin part, the Owner is considering declaring a Contractor Default without further notice the Owner shall be entitled to enforce and has requested and attempted to arrange a conference any remedy available to the Owner. with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss 6 After the Owner has terminated the Contractor's right to methods of performing the Construction Contract, If the complete the Construction Contract, and if the Surety elects Owner, the Contractor and the Surety agree, the Contrac- to act under Subparagraph 4.1, 4,2, or 4.3 above, then the tor shall be allowed a reasonable time to perform the responsibilities of the Surety to the Owner shall not be Construction Contract,-but such"an agreement shall not greater than those of the Contractor under the Construction waive the Owner's right, if any, subsequently to declare a Contract, and the responsibilities of the Owner to the Surety Contractor Default; and shall not be greater than those of the Owner under the 3.2 The Owner has declared a Contractor Default and Construction Contract. To the limit of the amount of this formally terminated the Contractor's right to complete the Bond, but subject to commitment by the Owner of the contract. Such Contractor Default shall not be declared Balance of the Contract Price to mitigation of costs and eartier than twenty days after the Contractor and the qamages on the Construction Contract, the Surety is ob- . Surety have received notice as provided in Subparagraph ligated without duplication for: 3.1; and 6,1 The responsibilities of the Contractor for correction 3.3 The Owner has agreed to pay the Balance of the of defective work and completion of the Construction Contract Price to the Surety in accordance with the terms Contract; of the Construction Contract or to a contractor selected to 6,2 Additional legal, design professional and delay costs perform the Construction Contract in accordance with the resulting from the Contractor's Default, and resulting terms of the contract with the Owner. from the actions or failure t~ act of the Surety under 4 When the Owner has satisfied the conditions of Para- Paragraph 4; and graph 3, the Surety shall promptly and at the Surety's expense 6,3 Liquidated damages, or if no liquidated damages are take one of the following actions: specified in the Construction Contract, actual damages 4.1 Arrange for the Contractor, with consent of the caused by delayed performance or non-performance of Owner, to perform and complete the Construction Con- the Contractor. tract; or 7 The Surety shall not be liable to the Owner or others for 4.2 Undertake to perform and complete the Construc- obligations of the Contractor that are unrelated to the tion Contract itself, through its agents or through inde- Construction Contract, and the Balance of the Contract Price pendent contractors; or shall not be reduced or set off on account of any such unrelated obligations, No right of action shall accrue on this 4.3 Obtain bids or negotiated proposals from qualified Bond to any person or entity other than the Owner or its contractors acceptable to the Owner for a contract for heirs, executors, administrators or successors. performance and completion of the Construction Con- tract, arrange for a contract to be prepared for execution 8 The Surety hereby waives notice of any change, including by the Owner and the contractor selected with the Own- changes of time, to the Construction Contract or to related er's concurrence, to be secured with performance and subcontracts, purchase orders and other obligations. payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay 9 Any proceeding, legal or equitable, under this Bond may to the Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price be instituted in any court of competent jurisdiction in the incurred by the Owner resulting from the Contractor's location in which the work or part of the work is located and default; or shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or 4.4 Waive its right to perform and complete, arrange for within two years after the Surety refuses or fails to perform its completion, or obtain a new contractor and with rea- obligations under this Bond, whichever occurs first, If the sonable promptness under the circumstances: provisions of this Paragraph are void or prohibited by law, the AlA DOCUMENT A312 . PERFORMANCE BONO AND PAYMENT BONO. DECEMBER 1984 EO" . AlA S THE AMERICAN INSTITUTE OF ARCHITEGS, 17JS NEW YORK AVE., N.W., WASHINGTON, O.c. 20006 A312.1984 2 I able to sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by I shall be applicable, the Owner in settlement of insurance or other claims 10 Notice to the Surety, the Owner or the Contractor shall for damages to which the Contractor is entitled. re. duced by all valid and proper payments made to or on I be mailed or delivered to the address shown on the sig- behalf of the Contractor under the Construction Con- , nature page. tract. I 11 When this Bond has been furnished to comply with a 12.2 Construction Contract: Theagreemenf between statutory or other legal requirement in the location where the Owner and the Contractor identified on the sig- the construction was to be performed, any provision in this nature page, including all Contract Documents and Bond conflicting with said statutory or legal requirement changes thereto. shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shalf 12.3 Contractor Default: Failure of the Contractor, be deemed incorporated herein. The intent is that this which has neither been remedied nor waived, to per~ Bond shall be construed as a statutory bond and not as a form or otherwise to comply with the terms of the common law bond, Construction Contract. 12 DEFINITIONS 12.4 Owner Default: Failure of the Owner, which has 12.1 Balance of the Contract Price: The total amount neither been remedied nor waived. to pay the Con~ tractor as required by the Construction Contrad or to payable by the Owner to the Contractor under the perform and complete or comply with the other ferms Construction Contract after all proper adjustments thereof, have been made, including allowance to the Con. MODIFICATIONS TO THIS BONO ARE AS FOllOWS: coJ 0 = = en :20 '- J>::::i. ;=~ 11 .- z (j - N 0' I ~O iii --<.r - - rT ",. -~ -...,--, ::!: \...J r.... -1<_' v- a> <""" 5> LJ ..0 (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURny Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address: Address: AlA DOCUMENT AJ12 . PERFORMANCE BONO AND PAYMfNT BOND. DECEMl:lfR 1984 ED. . AlA II A312-1984 THE AMERICAN INSTITUTE OF ARCHITECTS, 17]') NEW 'r'ORK AVE.. N.W.. WASHINGTON, D.C. ZOOl)f, 3 THE AMERICAN INSTITUTE OF ARCHITECTS ,..., 0 = =, ~, :2:0 <- >-1 "'" "11 z -/' 0-' N r- -1C C' ~ ,~ ~m ;to> I \ I \' Bond Number8162-09i79~ ::;:: ~.J ~' ~ 0J ..0 AlA Document A312 Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): Metro Pavers, Inc. Federal Insurance Company POBox 2508 15 Mountain View Iowa City IA 52244 Warren NJ 07059 OWNER (Name and Address): City of Iowa City Civic Center Iowa City IA 52240 CONSTRUCTION CONTRACT Date: Amount:Two Million Nine Hundred Forty-five Thousand Six Hundred Ninety-two & 62/10Oths($2,945,692.62) Description (Name and Location): PCC Pavement-Grade/New, Project #52-3715-620 BOND Date (Not earlier than Construction Contract Date): Amount:Two Million Nine Hundred Forty-five Thousand Six Hundred Ninety-two & 62/100lhs($2,945,692.62) Modifications to this Bond: ~None o See Page 6 CONTRACTOR AS PRIN SURETY Company: Metro P Company: Federal Insurance (Corporate Seal) Company Signature Signature: Name an Name and Title: Nan' (FOR INFORMATION ONLY-Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE <Architect, Engineer or laMair-Mulock-Condon Co. other party): 4200 University Avenue #200 West Des Moines IA 50266 AlA DOCUMENT A311 . PERFORMANCE BOND AND PAYMENT BOND. DECEMBER 1984 ED. . AlA .. A312-1984 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE.. N.W.. WASHINGTON, D.C. 2000b 4 1 The Contractor and the Surety, jointly and severally, 6 \-Vhen the Claimant has satisfied the conditions of Para- bind themselves, their heirs, executors, administrators, graph 4, the Surety shall promplly.-and at tt'lt,Surety's ex- successors and assigns to the Owner to pay for labor, pense take the following actionsO ~ materials and equipment furnished for use in the perfor- S0 (- mance of the Construction Contract, which is incorporated 6,1 Send an answer to the C1aifll"!!!; witl1:~ copYlpJthe herein by reference. Owner, within 45 days after rec~jpt.oJ the.....claim"stating the amounts that are undispu"'d,and the~is fo-renal- 2 With respect to the Owner, this obligation shall be null lenging any amounts that are diSputkd. ~ 'T' _,I ' I and void if the Contractor: 6.2 Payor arrange for paym~nt~ an$(.ndifeuied 2.1 Promptly makes payment, directly or indirectly. amounts. Q 7' CO for all sums due Claimants, and ""-~ ,- 7 The Surety's total obligation ):iiall notte'xceed the 2.2 Defends, indemnifies and holds harmless the amount of this Bond, and the amount of this 80hd shall be Owner from all claims, demands, liens or suits by any credited for any payments made in good faith by the Surety. person or entity who furnished labor, .materials or 8 Amounts owed by the Owner to the Contractor under equipment for use in the performance of the Construc- tion Contract, provided the Owner has promptly noti- the Construction Contract shall be used for the perfor. fied the Contractor and the Surety (at the address de- mance of the Construction Contract and to satisfy claims, if scribed in Paragraph 12) of any claims, demands, liens any, under any Construction Performance Bond. By the or suits and tendered defense of such claims, demands, Contractor furnishing and the Owner accepting this Bond, liens or suits to the Contractor and the Su rely, and they agree that all funds earned by the Contractor in the provided there is no Owner Default. performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under 3 With respect to Claimants, this obligation shall be null this Bond, subject to the Owner's priority to use the funds and void if the Contractor promptly makes payment, di- for the completion of the work. rectly or indirectly, for all sums due. 9 The Surety shall not be liable to the Owner, Claimants 4 The Surety shall have no obligation to Claimants under or others for obligations of the Contractor that are unrelat. this Bond until: ed to the Construction Contract, The Owner shall not be 4.1 Claimants who are employed by or have a direct liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obliga- contract with the Contractor have given notice to the tions to make payments to, give notices on behalf of, or Surety (at the address described in Paragraph 12) and otherwise have obligations to Claimants under this Bond. sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with sub. 10 The Surety hereby waives notice of any change, includ. stantial accuracy, the amount of the claim. ing changes of time, to the Construction Contract or to 4.2 Claimants who do not have a.dire~t contract with related subcontracts, purchase orders and other obliga. tions. the Contractor: 11 No suit or action shall be commenced by a Claimant .1 Have furnished written notice to the Con- tractor and sent a copy, or notice thereof, to under this Bond other than in a c9urtof competent jurisdic. tion in the location in which the work or part of the work is the Owner, within 90 days after having last located or after the expiration of one year from the date (1) performed labor or last furnished materials or on which the Claimant gave the notice required by Sub- equipment included in the claim stating, with paragraph 4.1 or Clause 4,2 (iii), or (2) on which the last substantial accuracy, the amount of the claim labor or service was performed by anyone or the last mate. and the name of the party to whom the mate- rials or equipment were furnished by anyone under the rials were furnished or supplied or for whom Construction Contract, whichever of (1) or (2) first occurs. the labor was done or performed; and If the provisions of this Paragraph are void or prohibited by .2 Have either received a rejection in whole or in law, the minimum period of limitation available to sureties part from the Contractor, or not received with- as a defense in the jurisdiction of the suit shall be applica. in 30 days of furnishing the above notice any ble, communication from the Contractor by which 12 Notice to the Surety, the Ownerorthe Contractor shall the Contractor has indicated the claim will be be mailed or delivered to the address shown on the sig- paid directly or indirectly; and nature page. Actual receipt of notice by Surety, the Owner .3 Not having been paid within the above30days, or the Contractor, however accomplished, shall be suffi- have sent a written notice to the Surety (at the cient compliance as of the date received at the address address described in Paragraph 12) and sent a shown on the signature page. copy, or notice thereof, to the Owner, stating 13 When this Bond has been furnished to comply with a that a claim is being made under this Bond and enclosing a copy of the previous written notice statutory or other legal requirement in the location where the construction was to be performed, any provision in this furnished to the Contractor. Bond conflicting with said statutory or legal requirement 5 If a notice required by Paragraph 4 is given by the Owner shall be deemed deleted here from and provisions con. to the Contractor or to the Surety, that is sufficient compli. forming to such statutory or other legal requirement shall ance. be deemed incorporated herein. The intent is that this AlA DOCUMENT AJ12 . PERFORMANCE BOND AND PAYMENT BONO, DECEMBER 1984 ED. . AlA li_ THE. AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE.. N.W.. WASHr,-.;GTON. D.C. 20l10fJ A312.1984 5 --_.._--~--- . Bond shall be construed as a statutory bond and not as a Construction Contract, architectural and engineering common law bond. services required for performance of the work of the 14 Upon request by any person or entity appearing to be a Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be potential beneficiary of Ihis Bond, the Contractor shall asserted in the jurisdiction where the labor, materials promptly furnish a copy of this Bond or shall permit a copy or equipment were furnished. to be made, DEFINITIONS 15.2 Construction Contract: The agreement between 15 the Owner and the Contractor identified on the sig. 15.1 Claimant: An individual or entity having a direct nature page, including all Contract Documents and contract with the Contractor or with a subcontractor of changes thereto. the Contractor to furn\sn labor I materials or equ~p. 15.3 Owner Default: Failure of the Owner, which has ment for use in the performance of the Contract. The neither been remedied nor waived, to pay the Con. intent of this Bond shall be to include without limita. tractor as required by the Construction Contrad Of to tion in the terms "labor, materials or equipment" that perform and complete or comply with the other terms part ,of water, gas, power, light, heat, oil, gasoline, thereof, .telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: '" 0 = = CJ1 :2:0 L- >::::j :e; :T1 - C) -< 1'0 .- ,-- 0' , -- f'--" \1-\ -\~ ' .-.:'1- ~ .... n-, ~ ~ 022 -'- ~_J <;;/' CD ""- w J> \.D (Space is provided below for additional signatures of added parties, other than Ihose appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signalure: Name and Title: Name and Title: Address: Address: AlA DOCUMENT A312 . PERFORMANCE BOND AND PAYMENT BOND. DECEMBER 1984 ED. . AlA .It THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVI.. N.W.. WASHINGTON. D.C. 'ZOC)(l6 A312.1984 6 'Ie: Chubb POWER Federal Insurance Company Attn: Surety Department . OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 , Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, 'and 'PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint F. Melvyn Hrubetz, Joyce Herbert, Greg T. LaMair, Nancy D. Schwarz, Mark E. Keairnes, Melissa L. Evan and Patrick K. Duff of Des Moines, Iowa------------------------------------- each as their true and lawful Attomey4n-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the ~ature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 19th day of July, 20..Q.2 '" = o ~ L/f "~~ It. ~~ c ~/~__~ ... ") 4" -n resident - N Kenneth C. Wendel, Assistant Secretary ,Fra E, Robertson, Vice r-- :::;0 en <: :<r ill STATE OF NEW JERSEY 1 rn 2: ".-1 oj) -"" \...J ,- 5S. ~^ CO ' County 01 Somerset J j> (..,) Onlhls19th dayo! July, 2002 , before me, 8 Notary Public of New Jersey, personally came Kenneth~ Wendel, to me k~ to be AssIstant Secretary of FEDERAL INSURANCE COMPANY. VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY. the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel being by me duly $\YOm, did depose and say that he is AssIstant Secretary of FEDERAL INSURANCE COMPANY, VlGlLANT INSURANCE COMPANY. and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Anomey are such corporate seaJs and were thereto affixed by authority of the By.laWS of said Companies: and that he signed said Power of Attorney asAssistant Secretary of saki CompanieS by like authority; ~.~t he Is acquainted 'Nith Frank E. Robertson. and knows him to be v~ President of said Companies; and that the Signature of Frank E. Robertson. subscribed to said Power of Attorney Is In the genuine handwriting of Frank E. Robertson, and was thereto subscribed by authority of said By-LaWS and In deponent's presence. , Karen A, Price Notarial Notary Public Slale of New Jersey . No. 2231641 ' r~ Commission Expires Oct. 28, 2004 ./ Notary Public CERTIACATlON Extract from the By.Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: -An powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice Presk:tent or an Assistant Vtce President. jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chalnnan, President, any Vice President. any Assistant Voce President, any Secretary, eny Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to !;lny certificate relating thereto appointing Assistant Secretaries or Attomeys.in.Fact for purposes only 01 exElC1J1ing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and eny such power 01 attomey or. certificate bearing such fa~imite signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the C9mpany with .respect to any bond or undertaking to which" is attached." I, Kenneth C, Wendel, Assistant Secretary 01 FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies1 do hereby certify that (i) the foregoing extract 01 the By-Laws 01 the Companies is true and correct, (iQ the Companies are duly licensed and authorized to lransad SlJrely business in all 50 01 the Un"ed States of America and the District of Columbia and are authorized by the U. S. Treasury Department; further. Federal and Vigilant are licensed in Puerto Rico and the U. S: Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and {iiQ the foregoing Power of Attomey is true, correct and in lull force and effect, Given under my hand and seals of said CorT1>anies at Warren, NJ this day of Ld??-/-rL~ ' Kenneth C. Wendel, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com Fonn 1S-1~ (Ed. 44Sl1 CONSENT I ~ 1 ~~~it '"-~ ~1III'm~ ......... CITY OF IOWA CITY 410 East Washington Street Iowa City. Iowa 52240-1826 (lI9) l56-5000 (319) 356-5009 fAX ENGINEER'S REPORT www.icgov.org 1/26/05 City Clerk City of Iowa City, Iowa Re: Mormon Trek Boulevard Extension Project Dear City Clerk: I hereby certify that the construction of the Mormon Trek Boulevard Extension Project has been completed by Metro Pavers, Inc. of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by the Earth Tech, Inc, The final contract price is $3,141,838,90 I recommend that the above-referenced improvements be accepted by the City of Iowa City, Sincerely, .--0 r..~1'. ~ 0 = = >0 ~ <- Ronald R. Knoche, P,E. :i>j "'" 11 ~- City Engineer CJ~- N r- :c: 0"> - 'iTI "'" m r--..,.J...) ::;; n ......-1....,- - '~J ....--/... - <: .. :> CJ1 CJ1 PrD) mJ Prepared by: Ross Spitz, Civil Engineer, 410 E, Washington St., Iowa City, IA 52240 (319) 356-5149 I RESOLUTION NO. 05-53 RESOLUTION ACCEPTING THE WORK FOR THE MORMON TREK BOULEVARD EXTENSION PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Mormon Trek Boulevard Extension Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc, of Iowa City, Iowa, dated June 10, 2003, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond has been filed in the City Clerk's office; and WHEREAS, the final contract price is $3,141,838,90. 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 1st d"Y of F'b,"'~ ,20 05 ;j;~ ii. c-J YOR Approved by ATTEST: ~/~ u...J ~, ~ Ci~ ,/2-0(rI,:> - CI LERK It was moved by Ba i1 ev and seconded by 0' Donne 11 the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bailey X Champion X Elliott X Lehman X O'Donnell X Vanderhoef X Wilburn pwengfresfacptwrk-mormonlrek-ext.doc