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HomeMy WebLinkAboutSTREET/MORMON TREK BLVD EXT/PHASE 2/WILLOW CREEK TO OLD 218/2003STREET/MORMON TREK BLVD EXT/PHASE 2/WILLOW CREEK TO OLD 218/ 2003 S ~-r~e-~- ~ ~~rmsxL~rtlz. ~ lv cl. n~',v -~ / as -N~~.-o3 ^250 ~~l.~iu^. I `~ t0u~,p r r e~e. r~e,^~ Se~v'~ ces ~ro, j '4.C-'~' ~~~~ D3- 3l~ 3 t'OJ ~ n8 , C~,u`~~ot' i 2. i r~c~, b d-'~ ~'e.c-~irG~ '~"~- °`~' U X e c t-~-~-Q ~ -~ ~..~ C --~ C ~ ~e.r ~- ~ ~~ Cures ~ ~ -~~.JQ iti ~h~ `-rt o'~- =fxc3~` C' ctt'1P~ ~ r~"~i ~y . ~. e ~ ri C~r1Sfc -~ -hOr -~-~,.t. ~Qr-'hpr, ~` C'2~. ~aci„lQ~ki.v'~- ~?~-~-ev~Sc01'~- P~QS,~ 2. ~~' ~~~DJ~ OS ~.2So1~.~.-~-~ o-ti. ©5 ---- 3S{o S~e-~-~n9 C~. ~~6~~C ~.~c~,r~ n.~ an ~~ec~Pr~~~er C1 t /3 aoas flh ~ jahs~ sp~eac~ ~'; c~-~;cKs ~ horn-,. off' c~~ra~~- ~. ~es~f-i-~'t~. o-~ C D s-~- -~o r ~ Ca n8-~.r~-~-c--~ ; o <... v-F ~~ e. f~0 v' -Y~o ~t ~ ~~2 ~ ~ oc.. ~ ~2 v c~ v'c~ f--x'Y 2 n5 ~9 ~. 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"] ~ S ~r.~.e~-1 ~ci ~`mon ~ r~e. l{ ~ 1 ~c~. ~x-E~ws : a~ a.~ 3 ,., ~:~`, Q~.ctise, a - C.~ ~ l~vw Cree_~ -~-~ ~(~.- ~~ at ~' 5- Fits -~g 14 -OC-F - Og ~r ~ re.~ ~ ~ ro~.~ ~so~w-~~~ o ~ -- 3~ c~~,r~o ~ ~nc~ e~Ylt~ r~e.~eas~. a~ ~K v-~.S Y' ~-~J n.,¢~{ ~-,,,r sur+.r-~' ~'~ ~,Y aCo ~ C ~.~,~-~ Y 5 7 3 Come Z~ ~~ ~ -~ov ~ N ~(9Y -'-~Or1 ' l /d/L ~~7b~~QtIR-~. ~j~.eri S t 1r-~ " ~ ~ I tlx,~~ ~ -~ ~ ~d -~ w ~~ P ~ ~ ~, } ~~-- ~~ r~jY-rnGZ nG~ ~ ~ Yl~-2. n~ ~ ~ ~ -'1 ~~ +; ~" c~ ~ ~ 3 ~ 3 A n -~~- for ~ ~ r -}~. ~r ~! ~~e So l u.-~- ~ c0 n '+ q rr'p-i al ~! ~' ~reK w~,~.le~a.~ ~x~ehs~~. - l,(~; l~o~•.~ C r.4e.~ ~-~ ~~. ~;~~,~•9a~/ ~al$ ~cpJ~L~. ,' s M' ', r, FMf j; ~: ~~I ~i~ wl ii YI} ~~} x~~ yt ~~4 1~ I xir w~i 1j x{1 ~~ r~i ~~~ 13 ~~~ Prepared by: Ross Spitz, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5149 RESOLUTION NO. 03-363 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 PROJECT PHASE 2. 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 Phase 2, 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 duplicate. Passed and approved this 25th day of November , 2003 MAYOR Approv by ATTEST: /"/ Li~~~tiyc.~ 7~ - 7C~~iL/ ~ ~ /~ ~~~j I ERK City Attorney's Office It was moved by Vanderhoef and seconded by Champion the Resolution be adopted, and upon roll call there were: AYES: K -~ --~- ~- -~- pwen g\res\mormtrek 11-03. doc NAYS: ABSENT: Champion ~_ Kanner Lehman O'Donnell _~ Pfab Vanderhoef Wilburn 5oi Sycamore Street, Suite zz2, Post Office Box 1497, Waterloo, Iowa 5o7o4't497 PROFESSIONAL SERVICES AGREEMENT PROJECT NAME: Mormon Trek Boulevard Extension Phase II ("Project") This Agreement is by and between City of Iowa City ("Client") 410 E. Washington Street ', Iowa City, Iowa 52240-1826 and, Earth Tech, Incl. Telephone 501 Sycamore, Suite 222 ', P.O.Box 1497 3t9.z3z.653c Waterloo, Iowa 50704-1497 Facsimile Who agree as follows: 3i9.z3z.oz7c Client hereby engages Earth Tech to perform the Services described in Part I and Earth Tech agrees to perform the Services for the compensation set forth in Part III. Earth Tech shall be authorized to commence the Services upon execution of this Agreement. Client and Earth Tech agree that this signature page, together with Parts I-V and attachments referred to therein, constitute the entire agreement between them relating to the Project ("Agreement"). APPROVED FOR CLIENT APPROVED FOR EARTH TECH CITY OF IOWA CITY, IOWA B y: ~ ~' Y• Joe A. Becker Title: Mayor Title: Vice President Date: November 25, 2003 Date: October 31, 2003 Approved By t ~ /l~r~v3 ______ ity Atto ney's Office E A R T H` T E C H A Tyco Infrastructure Services Company PARTI EARTH TECH'S RESPONSIBILITIES A. Project Description The Mormon Trek Boulevard Extension Phase II project consists of a drainage study update for Willow Creek and the final design of two (2) reinforced concrete box culverts. The box culverts will be in accordance with the Hydrologic and Hydraulic Analysis of Willow Creek completed by the City in February, 2001, unless modified as part of this project. The project also includes preliminary and final design of the Mormon Trek Boulevard roadway between the west property line of the airport and Riverside Drive, a distance of approximately 2,600 feet. The roadway will be designed in accordance with the City of Iowa City's Arterial Street Standards and will include a 3-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. B. Scope Services to be provided for the project under this Agreement include design survey, base 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 documentation, final design, preparation of plans in a format suitable for letting and construction-related services. The two RCB culverts will be packaged in a single construction contract and will be let through the Iowa DOT. The roadway project will be prepared as a separate construction project, in a format to be let by the City of Iowa City. The scope of services is defined as follows: 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. Property 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. Survey and Base Mapping. 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 has already been completed by Aerial Services, Inc., utilizing the flight flown in the spring of 2001. Supplemental surveys will be needed for this project. The following specific tasks are included: -2- Task 3a -Supplemental Design Survey. Additional design survey will be obtained for driveways, drainageways, side road connections, airport facilities and other features which are not picked up on the aerial mapping or wherever accuracy of data is critical. Task 3b -Locate Soil Borings. Soil borings will be located in the field, tied into the baseline and surface elevations will be obtained. Task 3c -Property Corner Surveys. Selected property corners 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 3d -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 Mapping 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 from above-ground features located in the field. II. Preliminary Design and Drainage Study Task 5. Drainage Study. This task consists of reviewing the February, 2001, drainage study prepared for the City by Shive-Hattery and evaluating possible changes in the recommended drainage improvements for this project. It is anticipated that this task will include a review of the sizes and alignments of the two box culverts and recommendations for any changes to the previous concept. Task 6. Concept Statement. This task consists of preparing a Concept Statement in standard Iowa DOT format. Task 7. Typical Cross Section. This task will establish the typical cross section to be used for the proposed improvements. The following apply: • Pavement will be 41 feet wide (back-of--curb toback-of--curb) in a 100-foot wideright-of--way. • The location and limits of additional turn lanes will be determined. • Additional areas needed for grading will be shown as temporary easements. • Project includes an 8-foot wide sidewalk on one side and a future 4-foot wide sidewalk on the opposite side. -3- Task 8. 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. Task 9. Design Cross Sections. This task consists of the preliminary design of individual cross sections for the project. Cross sections will be designed and drawn at 100-foot intervals. Cross sections will 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 10. Intersection Details. This task consists of the preliminary design and drafting of geometric layouts for the Iowa 921 intersection. Included are intersection return geometry, turn lanes and spot elevations. Task 11. Preliminary Drainage Design. This task consists of preliminary design and drafting of pipe culverts, storm sewers and other storm drainage appurtenances on the project. Structural design is not included in this task. Task 12. Preliminary Structures Design. This task consists of preparing the final type, size and location (TS&L) drawings for two reinforced concrete box culverts. Task 13. Earthwork Design. 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. Task 14. Traffic Control and Staging 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 15. Preliminary Quantities 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. Task 16. Preliminary Design, Iowa 921 to Riverside Drive. This task includes a review of the previously proposed alignment between Iowa 921 and Riverside Drive and modifying the alignment as needed to correspond with the final design of the RCB culvert. The alignment will also be reviewed with respect to any archaeological or environmental issues which are discovered during this stage of the project and will include consideration of the future extension of Mormon Trek Boulevard to the east. Task 17. 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 of Iowa City and the Iowa DOT. The field exam will consist of a one-day trip by three (3) persons. -4- Task 18. Quality Control Review. This task consists of a quality control review of the plans by a Senior Project Reviewer prior to submittal to the City of Iowa City and the Iowa DOT. Task 19. Submittals. This task consists of printing and submitting intermediate drawings to the City of Iowa City, the Iowa DOT and other reviewing agencies. III. Final Design -Road Plans Tasks 20 - 39. Final Design of Mormon Trek Boulevard Plans. These tasks lead to the preparation and submittal of final plans, specifications and contract documents for the Mormon Trek Boulevard roadway plans. The construction plans will include the following items: Task 20. Title Sheet Task 21. Typical Cross Sections and Details Task 22. General Notes and Estimate Reference Information Task 23. Tabulations Quantities and Estimate Task 24. Plan and Profile Sheets (1 "=50' Scale) Task 25. Storm Sewer and Utility Sheets Task 26. Traffic Control and Stagin Pg lans Task 27. Intersection Details (Two Intersections) Task 28. Lighti~ and Traffic Signal Details. (This task is not included in the basic scope, but will be added by supplemental agreement if required. Task 29. SiQning_and Pavement Markin Pg lans Task 30. Earthwork Design and Tabulation Task 31. Design Cross Sections Task 32. Miscellaneous Sheets Task 33. Details for Relocation ofNon-Directional Beacon Exclusions to Final Design. The following design elements are not anticipated for the project and are not included in the scope: • Lighting Design • Traffic Signal Design Task 34. CRANDIC Railroad Coordination. This task includes coordination with the CRANDIC Railroad for the proposed box culvert crossing east of Iowa 921 and providing information required for the railroad agreement. The actual railroad agreement will be developed by the City and the railroad. -5- Task 35. Geotechnical Engineering. 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 36. Ouality Control Review. This task consists of a quality control review of the plans by the senior staff engineers prior to submittal to the Owner. Task 37. Final Revisions and Estimate. This task includes final revisions of the design drawings, along with a final estimate of construction cost. Task 38. Write Contract Documents and Specifications. This task consists of writing and producing the project manual consisting of the contract documents, general conditions, special provisions and technical specifications. The project manual will be prepared in a format suitable for letting by the City of Iowa City. It is anticipated that the standard general conditions and technical specifications from the City of Iowa City will be utilized for this project and incorporated into the project manual. Task 39. Printing and Submittals. This task consists of printing and submitting 25 copies of the final plans and specifications. It is anticipated that the distribution of plans and specifications to potential bidders will be completed by the City. IV. Final Design -RCB Culverts Tasks 40 - 51. Final Design of RCB Culvert Plans. These tasks lead to the preparation and submittal of final plans for the RCB culvert construction. The construction plans will include the following items: Task 40. Title Sheet Task 41. General Notes and Estimate Reference Information Task 42. Tabulations, Quantities and Estimate Task 43. Traffic Control and Stagin Pg lans Task 44. Final Design, RCB Culvert No. 1. Multiple reinforced concrete box culvert near the west end of the airport property. It is anticipated that this culvert will be a standard DOT design or a precast design option. Task 45. Final Design, RCB Culvert No. 2. Multiple reinforced concrete box culvert between Iowa 921 and Riverside Drive. It is anticipated that this culvert will include two end sections, approximately 850 feet of RCB culvert barrel and three bends. It is anticipated that the CRANDIC Railroad will be temporarily closed during the construction of this RCB culvert. Task 46. Railroad Removal and Replacement Details Task 47. Miscellaneous Detail Sheets Exclusions to Final Design. The following design elements are not anticipated for the project and are not included in the scope: -6- Construction Under Traffic on CRANDIC Railroad Hazardous Waste Investigation/Design Final Roadway Design Task 48. Quality Control Review. This task consists of a quality control review of the plans by the senior staff engineers prior to submittal to the Owner. Task 49. Final Revisions and Estimate. This task includes final revisions of the design drawings, along with a final estimate of construction cost. Task 50. Special Provisions. This task consists of preparing special provisions for construction in the CRANDIC Railroad right-of--way. 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 51. Printing and Submittals. This task includes printing and submittal of intermediate and fmal construction plans and other documents. Final construction plans will be original electrostatic plotter plots on mylar and will become the property of the 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 (10) copies of full-size plans will be provided to the City for construction. V. Environmental Clearance This scope is based on the preparation of a Categorical Exclusion document, a programmatic Section 4(f) Statement and a Section 404 Permit. This scope does not include the production of an Environmental Impact Statement, Environmental Assessment or other environmental studies. Task 52. Categorical Exclusion. It is anticipated that environmental clearance for this project will be granted upon submittal of a Categorical Exclusion (CE) document. This task includes preparation and submittal of the CE document and related coordination with Iowa DOT and FHWA. Task 53. Programmatic Section 4(fl Statement. A portion of this project will affect a Section 4(f) property, Meskwaki Park. It is anticipated that the clearance for this project will be obtained by means of a Programmatic Section 4(f) Statement. This task includes coordination with Iowa DOT, FHWA and other agencies, and preparing the Programmatic Section 4(f) Statement. Task 54. Cultural Resources Survey. This task, consisting of a Phase I Archaeological Survey, will be completed by a subconsultant, Bear Creek Archeology. The scope of services includes coordination and exchange of information with the subconsultant. Task 55. Wetland Boundary Delineation. The project wetland scientist, using the currently approved methods as defined in the 1987 Corps of Engineers Wetland Delineation Manual, will -7- conduct an on-site delineation of existing wetlands at the project site. This work will include a field assessment of surface hydrology, observations of soil redoximorphic features and a plant community characterization. Wetland boundaries identified in the field will be mapped using a Global Positioning System (GPS). T'he GPS data will be transferred to aerial photography. Impacts on other Waters of the U.S. will also be determined. Task 56. Wetland Delineation Report. A report of the wetland findings will be prepared and will be suitable for submittal to the Corps of Engineers as part of a Section 404 Permit application. The report will include data and documentation required by the Corps of Engineers, including aerial photographs showing wetland boundaries, data sheets for sampling locations and a description of methods used. Final delineation of wetland boundaries will be indicated on aerial photography. Impacts on other Waters of the U.S. will also be described. Task 57. Section 404 Permit Application. This task includes preparation and submittal of a completed Section 404 Permit application to the U.S. Army Corps of Engineers. The permit application will include all data and documentation by the Corps of Engineers. VI. Right-of--Way Activities Task 58. Final Right-of-Wav Design. This task consists of determining the finalright-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. Task 59. 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 if required by the right-of--way acquisition agents. Task 60. Right-of--Wav Documents. This task will consist of preparing plats and descriptions for the acquisition ofright-of--way and easements. 'The number of parcels under this task is estimated to be four (4). Additional parcels, if required, will be completed as a supplement to this Agreement. Task 61. Environmental Property 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 62. Right-of--Way Staking. This task will consist of locating and staking new property comers and easement boundaries in the field, including the setting of property pins at new corners, which are located beyond the construction limits. Property pins which fall within the limits of construction will not be set under this task. Task 63. Right-of--Wav Field Exam. The Consultant will provide two representatives at aright-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. -8- Task 64. Right-of-Way Acquisition. T'he 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 • Closing • Legal • Condemnation Activities • Relocation Assistance VII. Project Management, Meetings and Coordination Task 65. Project Meetings and Coordination 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/or other agencies. Minutes of each meeting will be prepared. Public informational meetings are not included in this task. Task 66. Pre-Letting Activities. This task includes providing information and answering questions from Contractors prior to the letting. Task 67. Project Administration. 'This task includes project administration and coordination throughout the project development. The task includes infra office meetings, which will be attended by the project team, as well as general day-to-day administrative tasks and typing of infra office memoranda. Task 68. Agency Coordination. This task includes coordination with the Iowa DOT, JCCOG, FHWA, other regulatory agencies, utility companies and the City of Iowa City. Task 69. Progress 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 70. Iowa City Airport Coordination. This task includes the coordination and exchange of information with the Iowa City Airport, related to construction on the airport property. Two coordination meetings with airport staff or Commission are included. -9- VIII. Public Involvement A significant amount of public involvement has already been completed as part of the previous project development. 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 71. Property Owner Meetings. This task includes scheduled meetings with individual property owners or small neighborhood groups. A total of two (2) meetings are included in this task. Task 72. Public Information Meeting. A formal Public Informational Meeting is not anticipated, but will be added by Supplemental Agreement if requested by the City. Task 73. Design Public Hearing. A formal Design Public Hearing is not anticipated but will be added by Supplemental Agreement if requested by the City. IX. 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 Environmental Clearance Right-of--Way Design Final Design (August 2004 Letting) November 2003 -January 2004 November 2003 -March 2004 February 2004 February 2004 -June 2004 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/REPORTS 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. -10- 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, attend Project-related meetings, provide interim reviews on an agreed-upon schedule, make decisions on Project alternatives, and generallyparticipate 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 shall be anot-to-exceed amount of Two Hundred Eighty-One Thousand Dollars ($281,000.00) without authorization of the Client. Proposed budget is provided in Parts VI and 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 IIII.A and Part VII. A contingency amount of Twelve Thousand Dollars ($12,000.00) has been established to provide for actual costs, which exceed those estimated. If, at any time during the work, Earth Tech determines its actual costs will exceed the estimated actual costs, thus necessitating the use of a 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 ofbilling, with net payment due in 20 days. Past-due balances shall be subj ect to a service charge at the rate of 1 % 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. D. Earth Tech's total liability to the Client defined in Article 12 of Part N shall not exceed Five Hundred Thousand Dollars ($500,000.00) at no additional cost to the Client. L:\work\ADMIN\AGREE\PROF1MormonTrekPhII.doc -11- 1. STANDARD OF CARE. Services shall be performed in accordance with the standard ofprofessional practice ordinarily exercised by the applicable profession at the time and within the locality where the Services are performed. Professional services are not subject to, and Earth Tech can not provide, any wartanty or guarantee, express or implied, including warranties or guarantees contained in any uniform cormrrereial code. Any such waranties or guarantees contained in any purchase orders, requisitions or notices to proceed issued by Client are specifically objected to. 2. CHANGE OF SCOPE. The scope of Services set forth in this Agreement is based on facts known at the time of execution of this Agreement, including, if applicable, information supplied by Client. For some projects involving conceptual or process development services, scope may not be fully definable during initial phases. As the Project progresses, facts discovered may indicate that scope must be redefined. 3. SAFETY. Earth Tech has established and maintains corporate programs and procedures for the safety of its employees. Unless specifically included as a service to be provided under this Agreement, Earth Tech specifically disclaims any authority or responsibility for general job site safety and safety of persons other than Earth Tech employees. 4. DELAYS. If events beyond the control of Client or Earth Tech, including, but not limited to, fire, flood, explosion, riot, strike, war, process shutdown, act of God or the public enemy, and act or regulation of any government agency, result in delay to any schedule established in this Agreement, such schedule shall be amended to the extent necessary to compensate for such delay. In the event such delay exceeds 60 days, Earth Tech shall be entitled to an equitable adjustment in corgmensation. 5. TERMINATION/SUSPENSION. For temtination, see Paragraph B of Part V. In the event either party defaults in its obligations under this Agreement (including Client's obligation to make the payments required hereunder), the non-defaulting party may, after 7 days written notice stating its intention to suspend performance under the Agreement if cure of such default is not commenced and diligently continued, and failure of the defaulting party to corratrence cure within such time limit and diligently continue, suspend performance under this Agreement. 6. OPINIONS OF CONSTRUCTION COST. Any opinion of construction costs prepared by Earth Tech is supplied for the general guidance of the Client only. Since Earth Tech has no control over competitive bidding or market conditions, Earth Tech cannot guarantee the accuracy of such opinions as compared to contract bids or actual costs to Client. 7. RELATIONSHIP WITH CONTRACTORS. Earth Tech shall serve as Client's professional representative for the Services, and may make recommendations to Client concerning actions relating to Client's contractors, but Earth Tech specifically disclaims any authority to direct or supervise the means, methods, techniques, sequences or procedures of construction selected by Client's contractors. 8. CONSTRUCTION REVIEW. For projects involving construction, Client acknowledges that under generally accepted professional practice, interpretations of construction documents in the field are normally required, and that pedomtance of construction-related services by the design professional for the project perrrrits errors or omissions to be identified and corrected at corr>paratively low cost. Client agrees to hold Earth Tech harmless from any claims resulting from performance ofconstruction-related services by persons other than Earth Tech. 9. INSURANCE. Earth Tech will maintain insurance coverage for Professional, Comprehensive General, Automobile, Worker's Compensation, and Employer's Liability in amounts in accordance with legal, and Earth Tech's business requirements. Certificates evidencing such coverage will be provided to Client upon request. Forprojects involving construction, Client agrees to require its construction contractor, if any, to include Earth Tech as an additional insured on its policies relating to the Project. Earth Tech's coverages referenced above shall, in such case, be excess over contractor's primary coverage. 10. HAZARDOUS MATERIAL. Hazardous materials may exist at a site where there 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 mandating a renegotiation of the scope of work. Earth Tech agrees [o notify Client as soon as practically possible should unanticipated hazardous materials or suspected 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, 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 execute any manifests or forms in connection with transportation, storage and disposal of hazardous 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 and agrees to defend, indemnify, and save Earth Tech harmless from any claim or liability for injury or loss arising from Earth Tech's discovery of unanticipated hazardous materials or suspected hazardous materials. 11. INDEMNITIES. To the fullest extent pemritted by law, Earh Tech shall inderrarify and save harmless Client from and against loss, liability, and damages sustained by Client, its agents, employees, and representatives byreason ofinjury or death to persons or damage to tangible property to the extent caused directly by the willful misconduct or failure to adhere to the standard of care descnbed in Paragraph 1 above of Earth Tech, its agents or employees. PART IV STANDARD TERMS AND CONDITIONS To the fullest extent pemitted by law and consistent with Paragraph 1, Client shall defend, indemnify, and save harmless Earth Tech from and against loss, liability, and damages sustained by Earth Tech, its agents, employees, and representatives by reason of claims for injury or death to persons, damages to angrble property, to the extent caused 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 by Earth Tech under this Agreement, or (b) operation or management of the Project. Client also agrees to require its construction contractor, if any, to include Earth Tech as an indemnitee under any indemnification obligation to Client. 12. LIMITATIONS OF LIABILITY. Noett~loyeeoragentofEarthTechshallhave individual liability to Client. Client agrees that, to the fullest extent permitted by law, Earth Tech's total liability to Client for any and all injuries, claims, losses, expenses or damages whatsoever arising out of or in any way related to the Projector this Agreement from any causes including, but not limited to, Earth Tech's negligence, errors, omissions, strict liability, or breach of contract and whether claimed directly or by way of contribution shall not exceed the total compensation received by Earth Tech under this Agreement. If Client desires a limit of liability greater than that provided above, Client and Earth Tech shall include in Part III of this Agreement the amount of such limit and the additional compensation to be paid to Earth Tech for assumption of such additional risk. IN NO EVENT AND UNDER NO CIRCUMSTANCES SHALL EARTH TECH BE LIABLE TO CLIENT FOR CONSEQUENTIAL, INCIDENTAL, INDIRECT, SPECIAL, OR PUNITIVE DAMAGES. 13. ACCESS. Client shall provide Earth Tech safe access to any premises necessary for Earth Tech to provide the Services. 14. REUSE OF PROJECT DELIVERABLES. Reuse of any documents or other deliverables, including electronic media, pertaining to the Project by Client for any purpose other than that for which such documents or deliverables were originally prepared, or alteration of such documents or deliverables without written verification or adaptation by Earth Tech for the specific purpose intended, shall be at the Client's risk. Further, all title blocks and the engineers seal, if applicable, shall be removed if and when Client provides deliverables in electronic media to another entity. Client agrees that relevant analyses, findings and reports provided in electronic media shall also be 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 sealed. Client shall be afforded a period of 30 days in which to check the hard copy against the electronic media. In the event that any error or inconsistency is found as a result of this process, Earth Tech shall be advised and the inconsistency shall be corrected at no additional cost to Client. Following the expiration of this 30-day period, Client shall bear all responsibility for the care, custody and control of the electronic media. In addition, Client represents that it shall retain the necessary rnechanisrm to read the electronic media, which Client acknowledges to be of only limited duration. Client agrees to defend, indemmrify, and hold harmless Earth Tech from all claims, damages, and expenses, (including reasonable litigation costs), arising out of such reuse oralteration by Client or others acting through Client. 15. AMENDMENT. This Agreement, upon execution by both parties hereto, can be amended only by a written instrument signed by both parties. 16. ASSIGNMENT. See Paragraph C of Part V. 17. STATUTES OF LIMITATION. To the fullest extent pemitted by law, parties agree that, except for claims for indemnification, the time period for bringing claims under this Agreement shall expire one year after Project completion. 18. DISPUTE RESOLUTION. Parties shall attempt to settle disputes arising under this agreement by discussion between the parties senior representatives of management. If any dispute can not be resolved in this manner, within a reasonable length of time, parties agree to attempt non-binding mediation or any other method of alternative dispute resolution prior to filing any legal proceedings. In the event any actions are brought to enforce this Agreement, the prevailing party shall be entitled to collect its litigation costs from the other party. 19. NO WAIVER. No waiver by either party of any default by the other party in the performance of any particular section of this Agreement shall invalidate any other section of this Agreement or operate as a waiver of any future default, whether lrke or different in character. 20. NO THIRD-PARTY BENEFICIARY. Nothing contained in this Agreement, nor the perfomrance of the parties hereunder, is intended to benefit, nor shall inure to the benefit of, any third party, including Client's contractors, if any. 21. SEVERABIL[TY. See Paragraph K ofPart V. 22. AUTHORITY. The persons signing this Agreement warrant that they have the authority to sign as, or on behalf of, the party for whom they are signing. r:~woaxwnH~v,ncarrsnvea~..c,y,~.a~ Nov 1995 PART V General Terms A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts: To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, 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 maybe 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. Bob Lentz or Tony Peterson, employees of the Consultant, shall attend such meetings of the City relative to the work set forth in this Agreement, at the request of the 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 of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contact drawings shall become the property of the 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 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5 L:\WORK\ADMIN\AGREE\SAVE\ICGTC. WP PART VI FEE SCHEDULE EFFECTIVE JANUARY I, 2003 Classification Hourly Rate Range Senior Professional $120.00 - $205.00 Project Professional $75.00 - $145.00 Staff Professional $60.00 - $100.00 Professional $35.00 - $75.00 CADD Operator II $45.00 - $80.00 CADD Operator I $25.00 - $55.00 Technician $20.00 - $100.00 Project Support $30.00 - $60.00 Direct Expenses: Subconsultants Computer Technology Copies Blueprinting Sepia Mylar Sepia Vellum Troxler Density Meter Geodimeter Mileage At Cost Included in Above Rates $0.06/Sheet $0.50/Sheet $5.00/Sheet $2.70/Sheet $8.00/Test $12.50/Hour IRS Rate (Present $0.36) Sheet Size 24x36 Approximate Meals, lodging, car rentals, air travel and some other expenses are invoiced at cost. Specialized equipment and laboratory rates are available for applicable projects. Method of compensation can be adjusted to client needs. Previous methods used include: lump sum, percentage of construction, hourly rates and direct expenses, classification rates and cost plus fixed fee. Services normally not charged to long-term clients: attendance at Council 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 WATS). L:\WORK\ADMIN\TRNSCR\MISC\SAVE\2003Fee.doc 10/31 /2003 Part VII Iowa City, Iowa Mormon Trek Boulevard Extension Phase II STAFF HOUR ESTIMATE Page 1 CADD CADD Worcl Proc./ Senior Project Staff Operator Operator Project 1. Survey.and Base Mapping 1 field Reconnaissance ... 6 6 12 .._2...••_Properly.OwnerContacts ........._. ......_ . _ .. 4 4 .._3...... Survey.&_Base MaP..P..!~9.._.........._.._.._........._..._. ...._a;....._Supplemental-Design_Survey....._....._._.........._.__...___ ......_. . ....._....._.._..._. _. 48 48 ..........__b:. Locate Soil Borings.._..__._._. .. ... 12 12 c. Property Comer Surveys ~___••••_ 48 48 _..__ d' ---Utility Surve..Y.s_._..........__....--~--......_._.._...._......___....__......_ .._.._._.._._......__. .._..----.___......_._ .. ..................__...._._. _. .......... 24 ... 24..__ .-4__._Survey Note Reduction 8_Base Mapping-Data...._.__._. ..._..._ ..............__... ..._...-___......._......_. ...4 ... 16 20 Subtotal 6 6 4 f6 0 136 0 168 11. Preliminary Design and Drainage Study-_-._---__-•.•••..••-.•. ..._5..__Drainage Study--..._....._._ _..._..._........_. __. _. __........._._......._.. ........_.__..__._ 24 40 8 ,..._~72 .- .--_6...Concept Statement..._....._....__....._....___......_.._....._......_. _. _. . _---..._.___._._ __. _. _.._._......_.._?. ....__. _._....-...__. ._ ._._._._......._ ~ ..__.._..._..._._...... .__..._..._.._.._._... ._.__._._..._....._ ....N_4..__ ..._?.__Typical Cross Section_._.__....._.......__.........__._.._...._..._._........ _..._.._...._._.__~ .__.__.___........._4 .-_...---...__.~. _-__.._.._...._.... ...-._. .. 6 8 Plan 8 Profiles 8 12 8 8 36 9 Design-Cross.Sections-._..._.____...._...._.._..___. ... _..... 4 4 8 10 Intersection Details 4 8 12 11 Prelimina Draina a Desi n .._..........___...._...__~Y....__........9...__..__9....._._ .................._....__...__.._.._........ ........_....._.._.__.._.._ 2 ..._......._.__.....___.... 8 ....._..._.._._.._.....__. 4 14 ._t~..._Preliminary-Structures Des!9~....._.._....._....._......._. 40 .. ~. ___.__.........._~ ._..._......_.__......._.. ...._..._...._.._..._..... ._.._.._._._._.__ ....... ........ 160.-. _13.._Earthwork Des~n._...__.._.....__....._ ._. ... 4 .........____._......4 - -._._......_......._. ....._._._. 8 14 Traffic Control & Stagier-Plans ........__....__...._....__._.....___ .._...._.._.........._..._~ _..._....._.__._._._g ..... 4 .._.___........__..... .._.__12_._. 15 Prelimina~!_Quanfities B.Estimate 4 8 _ 12 -16 Preliminary_Design,_IA 921.•to Riverside Drive _- ...4 _ 24 16 44 17 Field Exam 8 8 8 24 18 Quality Control Review ........._....._._.___..._. _ ... . 8. ... .. 4 ._.......__...._._.._. ......_._ 12 19 Submittals 4 4 4 12 Subtotal 24 138 148 106 16 0 4 436 Ill. Final Design, Momron Trek Boulevard Plans 20 Title Sheet 2 4 6 21 Typical Cross Sections & Details ••• 4 8 8 20 22 General Notes & Estimate Reference Information 8 6 16 ._23 _-Tatwlations, Quantities &Estimate......_ .............._..............._ ................__.-..... _..---....._....__............. ._...._-_---__32. ._.........__...___16. ._._..........___._... $ ........._...._.._.._..... ...__...__.._........_. ...._._ ~..- 24 Plan 8 Profiles (1"=50' Sralel 4 16 48 48 116 ._25 Storm Sewer_& Utility Sheets .............._...__..............___........_. ...._..._..._._._._._4. ........__.__...........16 48 48 116 .. 26..._Traffic_Control and.Staging_Plans._._.__ ......................._...._. ........._........._....._? .._.........__............_16 ....__..._____.__.._ .._......_._....._....._8 .._..___..._....__........ ._....._......__....__..._. ...__......_...._.........._ ._..__26_._. ,27 _ Intersection Details,.(2 Intersections) _ .. ., 8 8 12 28 28.._ Lighting and. Traffic Signal Details..._ ................_....._._........_.. ...._......._.__.........._ .._......__. _._......_..._. ....__._...___...-__. ...._..........__.........._. 0 29 Signing• & Pavement Marking,Plans,.._ 8 8 16 ...30..._Earthwork. Design.&Tabulation......._............_.__ ...................._. ...........__................ ............._._.................... . ...16 16 32 .._31..... Design,Cross Sections ..._._.._......_. ......_ ................. ..._......._......_._. _. 12 .-_12 ......_..........._.._....__ .........._.....__....._.... ._._..._..__....__.._... _........_24.__• 32 Miscellaneous Sheets 8 16 16 40 33 Non-Directional Beacon Relocation 2 24 16 16 58 34 CRANDIC Railroad Coordination ...... . 8 8 4 20 35 Geotechnical Engineering.......__._._ .............................._......__... ........___......... ........................_2 ............_............_ _............_._....._4 ..._...................._ ....._..._..___...._ ._..._._.._....__... .._._...._6 36 Quality Control Review ......._........._8 . __ ............._.._.._16 . 24 37 Final Revisions & Estimate 16 24 40 38 ,Write Contract_Documents _and. Specifications ..._,.,... . _. 4 24 12 40 •39 _Printing.8-Submittals .__. 4 16 8 28 Subtotal 32 f 70 214 236 40 0 20 712 10/31 /2003 Part VII Iowa City, Iowa Mormon Trek Boulevard Extension Phase II STAFF HOUR ESTIMATE Page 2 Descri lion of Work Senior Prof. Project Prof. Staff Prof. CADD Operator 11 CADD Operator I Tech. Word Proc./ ProjeG Admin. Total IV. Final Design, RCB_Culvert.Plans _.__„_,.__. 40 Title Sheet ........._ ................._... ....._._._......_.....__..._.. ._....__.._._._.__? ......_._..........._..... 4 ........._._...._.._.......... .._._.~__-...T_ ._...._.W._.__........._ ...._....._._6.._.. 41 General Notes & Estimate Reference Information . ............~.. ...._. _, 6 8 16 42 Tabulations, Quantities 8 Estimate ..,....__ ......... ....._...,,,,,,,,, 8 12 8 28 Control Traffic 43 and Staging Plans.__..........._..........._..._---. ...._.__._....._........_?. ..._ ..........................._$. .....__..__...._........... ._..._---...._..... B. ..._....._...._...-.__.. ..._..................._.._._ ..__......._......_....._.... ......._.....18....... , _. _ .. Culvert 44 RCB Design No_ 1...........---......._.___._..._._._...._........._ ._...__._...._._ ............ .._......._..._.........._20. ..................._._120. ._._.__._......_..._% _..............._..._........ ....__....__._._....._ .._..._......._...__..._... ..._...._236..--- _ _ ._ ..._ 45 RCB Culvert Des~n_No. 2...._.._._._......~___.._.._.._......_._._... ........._.__---....._. ....._....._._...._......_40. ........_..........__240 208 488 .. Railroad Removal and_Rep~acement Details_.___..._.... 46 ..__.._.._...._._.__8. _......._.........._...~ 24 20 24 76 ,... .. 47 Miscellaneous Sheets _.. .........._ .................. . 4 8 8 20 ._ Quality 48 Control.Review....__.-__..____...._._.__..._ ............._......_ ...........................-$. .._..._......_.__. 12 20 _ -_ .._ 49 Final Revisions & Estimate , . ... 8. __.__.._............16, ...._._.._.._......__..... ....__._.._..-.T 24 Special Provisions 50 . _- --_51...._Printing. &. Sutxnittals_...........__...._.______..__._..._...._.....__.. ......__._.._........_._ .._..__....._......._..... ~ ._..._............_._...... ._._._._.___.___....._ ..._......_....__._...8 __...___~.__.. .._..---_....___ 4. _..._...14...... ........_._._.__..._.._........._........_._...__............_._..____.T.____............___.....__.. c,.ti~..~~i ..__....._._...__..._ 18 .._........._ ............._...._. 134 _.....___._._.__._._.. 398 ..._.__.---___..__. 378 .._............_.._...__.. 24 .T.._~_ 0 .........___._..__.___ 8 ....__.._._..._._. 958 ..-53 _, Programmatic_Section_4(yf~_Statement_..__-~..._._.._.. .....__.._.._.~4 .. ..............._.........._~_. ._._....__._.._..__... __._..._...._._.__4.. ........___.....__.._..._ _._..._._...._._.__. ..---____....._.._4... ....._.__68..._. 54 Guttural Resources Surve~y,_„_..._-___,_- 4 .---..---__-_4 B .._55-_- Wetlarid_Boundar~!_Delineation _......___._......_.........._.__.._ ......._._._ .............__ ........._..........__......_8.. .......__.........._._........ _._.__....__.- 4. ....._..........._._............ .._...__......._...~.. 12 .._56..-Wetland_Delineation Report.........._......__.....__..._._....______.. ........._._ .................. .._.................._._..16 8 16 6 46 -._57 , Section_404-Permit Application..__.__......_..._.........._._._ .......__. _. _. 8 _8 4 20 Subtotal 8 164 16 48 0 0 14 250 Vl... R~ht-of:Way Activities,._......_. Final Ri 58 yht-of-Way Des!9~...._........_...._..._....__.._..__..._.__ ..._....___._...._.._? ............_....._.....__4.. .__._ .................._.... ._._.._..._......__. 4.. ....._..__..._.....__._._. _._._.__....._..._ .__._~......_.......__ ...__...._10...... _ ~ .., _ 59 ._RePorts of Liens. . ._60 .._R~ht-of-_Way Documents____...._...__._._..._..._....._.._...._ .....__ ........................ ...........__......----- 8 40 .. ....._..._8.. ..___._...._...~._ 56 Environmental Property_Assessments..._..._-__-_. 61 _ .. 62._Right-ofwWay Stakin~ ............._..._.__...~___..._.....__..__...._ ........__....._...._._..... ............_................_..._ ............._..._...._..._ ._......._._._..__.......... _..........._......_._....... ...._..__.__...._?4.. ..__._...__~.~.._ _........__~4..._.. _ 63 - Right_of:Way_Field Exam.._........_....._._..._._.__..._..__...._...___ ....._.._.._......._........ .._..._......._..........._8_ __.._....__... 8_ .__...__._...._...._._ ...._..........._...._. ....__._.._._.__._._. _.___.....__...__ ........ ......._..__~ 6....... c~ o~..ti~s_w~.. e.,..~~~~~r~~., 0 44 I 8 I 24 65 Project.Meetings_&_CoordinationwithGity__._._._,_~... _ 3z 3Z io av 66 Pre.Letting_Activities..._._.. ......._..._4_ .............................~6... _. 8 28 ._ ..._ -_67 _ Project Administration............___...._......____..__-.___.........._.... ........_ ................._4 . ............._............_32.. .__......._........_. 16 52 Agency.CooMination ....._. 68 ........_....16 4 20 . _- Progress Reports........_......._ ..................._....__.__....._...._.._..........._ 69 ......._._....._.....__8 ......_....._. 8 16 .. ..._ --.70.._ Iowa.City Airport.Coordination_......~.__......._.._ ..................._ ........_..........__....8 16 8 4 36 Subtotal 58 112 16 0 0 0 48 232 10131!2003 Part VII Iowa City, Iowa Mormon Trek Boulevard Extension Phase II STAFF HOUR ESTIMATE Page 3 CADD CADD Word Proc.! Senior Project Staff Operator Operator Project Descri lion of Work Prof. Prof. Prof. II I Tech. Admin. Total VIII. Public InwNement . ~?...._PropeRy_Owner Meeti~s ...........__..~_..._.._...._...._........._..._ .._..._..._. 8 16 4 2 _...___-30..._.. 72..._Public.lnformation. Meeting._.__.....__..__._._._ _.~_._.___.._. _73 _ Design Public_Hearing...._.._...._.._........__..~.._..._.._.._. 0 Subtotal 8 16 0 4 0 0 2 30 Total Hours 154 752 812 830 88 160 96 2 892 Estimated Labor Costs Estimated Expenses Terracon Bear Creek Archeology, Inc. Estimated Subconsultants Estimated Total Costs Contingency Maximum Amount Payable ~:"„w,prwsrrsrwuy~,~o~rrpsexis~„o~u.iwnx $257,500.00 $500.00 $19,500.00 $3,500.00 $23,000.00 $281,000.00 $12,000.00 $293,000.00 '~ r - `~ ~J 5e 3 Prepared by:Sarah Okeriund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240, (319)356-5149 RESOLUTION NO. n5-~s~ RESOLUTION SETTING A PUBLIC HEARING ON DECEMBER 13, 2005 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MORMON TREK BOULEVARD EXTENSION - WILLOW CREEK TO OLD HIGHWAY 218 PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 13T" day of December, 2005, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this ~ Srh day of Nn ~amhar , 20 n5- ATTEST: ~~~~~, 9~~.L~ CITY °LERK AYOR , Approved by it /~/~- City Att ey's Office pweng\res\setph mormon trek ext2005.9/99 Resolution No. 05-356 Page 2 It was moved by Champion and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ~ ABSENT: x Bailey x Champion x Elliott x Lehman X O'Donnell ~ Vanderhoef _~ Wilburn C17"Y ~F IOWA CITY - d o o ~~ ~ ~ :~ ~ ~ ~- rr; ~ a ~ DEPARTMENT OF PUBLIC WORKS ~ ~ ENGINEERING DIVISION ~' n, PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE MORMON TREK BOULEVARD EXTENSION WILLOW CREEK TO OLD HIGHWAY 218 IOWA CITY, IOWA I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. SIGNED: DATE: ~- l2 2 05 Richard L. Buenger, P.E. Iowa Reg. No. 8148 L My license renewal date is December 31, 2005. TABLE OF CONTENTS N Q P m TITLE SHEET ,~ -~ ~ TABLE OF CONTENTS ~ ~ ~ ADVERTISEMENT FOR BIDS ................................................................................ ~~-1 ~ ............................................................................................... ~~,,NB-1 rv NOTE TO BIDDERS ~ FORM OF PROPOSAL .........................................................•--............................... FP-1 °° BID BOND ............................................................................................................... BB-1 FORM OF AGREEMENT ........................................................................................ AG-1 PERFORMANCE AND PAYMENT BOND .............................................................. PB-1 CONTRACT COMPLIANCE (ANTI-DISCRIMINATION REQUIREMENTS) ................................................... CC-1 GENERAL CONDITIONS ........................................................................................ GC-1 SUPPLEMENTARY CONDITIONS ......................................................................... SC-1 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS ........................................................................................................ R-1 STORM WATER DISCHARGE CERTIFICATION .................................................. SW-1 SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS Section 01010 Summary of the Work ......................................................... 01010-1 Section 01025 Measurement and Payment ................................................ 01025-1 Section 01310 Progress and Schedules ..................................................... 01310-1 Section 01570 Traffic Control and Construction Facilities ........................... 01570-1 DIVISION 2 -SITE WORK Section 02050 Demolitions, Removals and Abandonments ........................ 02050-1 Section 02100 Site Preparation ................................................................... 02100-1 Section 02220 Earth Excavation, Backfitl, Fill and Grading ......................... 02220-1 Section 02270 Slope Protection and Erosion Control ................................. 02270-1 Section 02510 Asphalt Cement Concrete Paving ....................................... 02510-1 Section 02510A Hot Mix Asphalt Cement Paving, Bituminous Seal Coat And Milling .......................................................................... 02510A-1 Section 02520 Portland Cement Concrete Paving ...................................... 02520-1 Section 02524 Curb Ramps ........................................................................ 02524-1 Section 02660 Water Distribution ................................................................ 02660-1 Section 02700 Sewers ................................................................................. 02700-1 Section 02750 Jacked Crossings ................................................................ 02750-1 Section 02900 Landscaping ....................................................................... 02900-1 DIVISION 3 -CONCRETE Section 03350 Colored Concrete Finishes .................................................. 03350-1 DIVISION 16 -ELECTRICAL Section 16000 Electrical Conduit and Handholes ....................................... 16000-1 i" ~. J ADVERTISEMENT FOR BIDS MORMON TREK BOULEVARD EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the Cit~r of Iowa City, Iowa, until 10:30 A.M. on the 11 "day of Janua , 2006, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law. Sealed proposals will be opened immediately thereafter by the City Engineer o~ designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 17"' day of Janua , 2006, or at such later time and place as may be scheduled. The Project will involve the following: The extension of Mormon Trek Boulevard to a point approximately 350 feet southeast of Old Highway 218, the lane widening and addition of a right-turn lane to Old Highway 218 at its intersection with Mormon Trek Boulevard, and the construction of a triple 12'x10'x809' reinforced concrete box culvert. All work is to be done in strict compliance with the plans and specifications prepared by Earth Tech, of Waterloo. Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. O N Q ° ~:., CS ~ ~~ cr r~ h .--fC ~~-- c,n ~` ~ frt s~ _ L J ~ ~ ~. AF-1 The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five 5 year(s) from and' after its completion and format acceptance by the City Council. The following limitations shall apply to this Project: Completion Date: June 30.2007 Specified Start Date: April 3, 2006 Access to Airport property west of Old Highway 218 will not be available until August 1, 2006, unless authorized earlier by Airport Director. Liquidated Damages: 600.00 per day, except liquidated damages for exceeding specified completion for work in railroad right-of--way shall be $1,000.00 per calendar day. The plans, specifications and proposed contract documents may be examined at the office of the . City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of the City Engineer, Iowa City, Iowa, by bona fide bidders. A $45.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Treasurer of the City of Iowa City, Iowa. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. ~ N o° ~ C7 ~ r°*r c' `~7 ~ ~ f"`- ~~ ~ N as AF-2 The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK ~ ~~ d c°n ~ ~` ~ ~ t~-~ N e~ AF-3 NOTE TO BIDDERS 1. The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, inGuding at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: Envelope 1: Envelope 2: Bid Bond Form of Proposal C1 ~~ ~ ~~ r© n m .. ~~ _ ~ a fv cn NB-1 FORM OF PROPOSAL MORMON TREK BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder _ N Address of Bidder ~ ° TO: City Clerk ~ ~~v City of Iowa City ~ ~-; cn t~' Civic Center ~TJ 410 E. Washington St. ~ ~ ~ Iowa City, IA 52240 S` ~ ; ~ ~ The undersigned bidder submits herewith bid security in the amot~ of $ , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda ,and ,and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. ITEM DESCRIPTION 1 Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 3 Durability, 9-Inch 2 Driveway, P.C. Concrete, 7-Inch 3 Hot Mix Asphalt Overlay, 3-Inch 4 Hot Mix Asphalt Pavement, 6-Inch 5 Granular Shoulders, Type B 6 Sidewalk and Curb Ramps, P.C. Concrete, 5-Inch 7 Modified Subbase 8 Subdrain, Longitudinal, 6-Inch Dia. Dual-Wall 9 Subdrain Outlet (RF-19C) 10 Subdrain Outlet (RF-19E) ESTIMATED UNIT QUANTITY S.Y. 13,878.0 S.Y. Ton Ton Ton S.Y. 1,692.0 325.1 124.2 546.9 1,876.9 C.Y. 2,652.9 L.F. 6,383.6 Each 42.0 Each 10.0 FP-1 UNIT EXTENDED PRICE AMOUNT ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 11 Culvert, Concrete Arch Roadway Pipe, L.F. 178.0 $ $ 59" x 36" 12 Culvert, Concrete Roadway Pipe, L.F. 70.0 $ $ 241nch Dia. 13 Sewer Pipe, 2000D Storm, 15-Inch Dia. L.F. 1,005.0 $ $ 14 Sewer Pipe, 2000D Storm, 18-Inch Dia. L.F. 616.5 $ $ 15 Sewer Pipe, 2000D Storm, 24-Inch Dia. L.F. 374.1 $ $ 16 Precast Concrete Culvert, L.F. 180.0 $ $ 12' x 10' Barrel 17 Aprons, Concrete, 24-Inch Dia. Each 4.0 $ $ 18 Aprons, Concrete, 36-Inch Dia. Each 1.0 $ $ 19 Aprons, Concrete Arch, 59"x36" Each 2.0 $ $ 20 Revetment, Class E Ton 1,724.6 $ $ 21 Intake (RA-40) Each 2.0 $ $ 22 Intake (RA-43) Each 12.0 $ $ 23 Intake (RA-61) Each 2.0 $ $ 24 Intake (RA-63) Each 1.0 $ $ 25 Intake (RA-70) Each 2.0 $ $ 26 Utility Access, Rebuild Sanitary Sewer, Each 3.0 $ $ Top Only 27 Removals, As Per Plan L.S. 1.0 $ $ 28 Removal of Pavement S.Y. 939.2 $ $ 29 Removal of Paved Driveway S.Y. 2,643.0 $ $ 30 Fence, Field, Type 47 Sta. 22.2 $ $ 31 Fence, Safety Sta. 19.1 $ $ 32 Clearing and Grubbing L.S. 1.0 $ $ 33 Excavation, Class 10, Roadway and C.Y. 43,272.0 $ $ Borrow 34 Topsoil, Strip, Salvage and Spread C.Y. 5,619.0 $ $ 35 Excavation, Class 12, Boulders or Rock C.Y. 50.0 $ $ Fragments 36 Slope Protection, Wood Excelsior Mat Sq. 621.8 $ $ (RC-14) 37 Silt Fence L.F. 2,650.0 $ $ 38 Engineering Fabric S.Y. 4,550.0 $ $ 39 Seeding, Fertilizing and Mulching Acre 11.94 $ $ 40 Stabilizing Crop -Seeding and Fertilizing Acre 11.94 $ ,N , ~ 41 Painted Pavement Markings, Durable Sta. 232.1 $ `^ 42 Painted Symbols and Legends, Durable Each 31.0 $ $ ~ cr-3~~--~ 43 Traffic Control L.S. 1.0 $ ~"; ~ ; '- 44 Excavation, Class 20 C.Y. 29,450.0 $ $ t'Tt sa ~_ ~-~-~- 45 Granular Bedding C.Y. 1,453.0 $ ~ tv m FP-2 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 46 Structural Concrete (RCB Culvert) C.Y. 2,914.7 $ $ 47 Reinforcing Steel Lb. 454,698.0 $ $ 48 Steel Handrail L.F. 197.7 $ $ 49 4-Inch Plastic Conduit L.F. 220.0 $ $ 50 Electrical Handhole Each 3.0 $ $ 51 Mobilization L.S. 1.0 $ $ 52 Steel Sign Posts, As Per Plan Each 11.0 $ $ 53 Type A Signs, Sheet Aluminum S.F. 87.44 $ $ 54 Granular Surfacing on Road, Class A Ton 60.0 $ $ Crushed Stone 55 Temporary Traffic Signals Each 1.0 $ $ 56 Sanitary Sewer Pipe, Class IV, Coal L.F. 326.0 $ $ Tar Epoxy Lined, RCP, 21-In. 57 Sanitary Sewer Manhole Bases, Each 2.0 $ $ T-Lined, 48-In. 58 Sanitary Sewer Manhole Risers, Vlf. 41.5 $ $ -~- +v ~ T-Lined 48-In. ~ ~ ~ 59 Water Main, Ductile Iron, 8-In. L.F. 64.0 $ $ C7 ~ '7'~ 60 Water Main, Ductile Iron, 12-In. L.F. 66.0 $ $ I" ` ,--~ ~J ~ 61 Water Main, Ductile Iron, 16-In. L.F. 4,966.9 $ $ ~ ~i ~ ~j ~ r ~ l 62 Water Main, Bore and Jack, 16-In. L.F. 270.0 $ $ b tV 63 Water Main, Remove, As Per Plan L.F. 261.0 $ $ - ~ CJI 64 Water Main, Gate Valve and Valve Box, L.F. 2.0 $ $ 8-In. 65 Water Main, Gate Valve and Valve Box, Each 2.0 $ $ 12-In. 66 Water Main, ButterFly Valve and Valve Each 9.0 $ $ Box, 16-In. 67 Fire Hydrant With Auxiliary Valve Each 15.0 $ $ 68 Hydrant Removal Each 1.0 $ $ 69 Hydrant Relocation Each 1.0 $ $ 70 Water main, Open Cut Encased, 8-In. L.F. 62.0 $ $ 71 Water Main, Open Cut Encased, 12-In. L.F. 82.0 $ $ TOTAL EXTENDED AMOUNT $ ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 46 Structural Concrete (RCB Culvert) C.Y. 2,914.7 $ $ 47 Reinforcing Steel Lb. 454,698.0 $ $ 48 Steel Handrail L.F. 197.7 $ $ 49 4-Inch Plastic Conduit L.F. 220.0 $ $ ` 50 Electrical Handhole Each 3.0 $ $ 51 Mobilization L.S. 1.0 $ $ 52 St el Sign Posts, As Per Plan Each 11.0 $ $ 53 Ty A Signs, Sheet Aluminum S.F. 87.44 $ $ 54 Granu r Surfacing on Road, Class A Ton 60.0 $ Crushe Stone 55 Tempos Traffic Signals Each 1. $ $ 56 Sanitary Se r Pipe, Class IV, Coal L.F. 3 .0 $ $ 21-In d RCP Li T E . , , n ar poxy 57 Sanitary Sewer Whole Bases, Each 2.0 $ $ T-Lined, 48-In. 58 .Sanitary Sewer Manh le Risers, Vlf. 41.5 $ $ T-Lined 48-In. 59 Water Main, Ductile Iron, -In. .F. 64.0 $ $ 60 Water Main, Ductile Iron, 1 In. L.F. 66.0 $ $ 61 Water Main, Ductile Iron, 16- L.F. 4,966.9 $ $ 62 Water Main, Bore and Jack, 16 n. L.F. 270.0 $ $ 63 Water Main, Remove, As Per Pla L.F. 261.0 $ $ 64 Water Main, Gate Valve and Val x, L.F. 2.0 $ $ 8-I n. 65 Water Main, Gate Valve and alve Bo Each 2.0 $ $ 12-In. 66 Water Main, Gate Valve a d Valve Box, Each 9.0 $ $ 16-In. 67 Fire Hydrant With Auxi ry Valve ach 15.0 $ $ 68 Hydrant Removal E h 1.0 $ $ 69 Hydrant Relocatio Eac 1.0 $ $ 70 Water main, Op Cut Encased, 8-In. L.F. 62.0 $ $ 71 Water Main, en Cut Encased, 12-In. L.F. 82.0 $ $ OTAL EXTENDED AMOUNT _ ~~ ro a c~ ~~ ~ ~ ~~ cn ~ ~~ ~ . ~ ut~ FP-3 ~ The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: Contact: Ca ~ C~ . `~ c3 ~-~ ~ n ~ ~ .,~~~"j ~~ ~ ~ ~ coo FP-4 BID BOND as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid,. dated - +~+for Project. c t'~ o ~' -! ~-.~ NOW, THEREFORE, ,~ ~ cs~ (a) If said Bid shall be rejected, or in the alternate, ~ ~ ea (b) If said Bid shall be accepted and the Principal shall execute and deliver a c~tract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this A.D., 20_ Witness day of (Seal) Principal By (Title) (Seal) Witness Surety By _ Attach Power-of-Attorney (Attorney-in-fact) BB-1 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the day of 20_, for the Project ("Project"), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction," Series of 2001, Iowa Department of Transportation, as amended; ,~., 0 c. Plans; ~~-} ~ ~ d. Specifications and Supplementary Conditions; C7 ~` ~ ~"' ~ ~' !'tl e. Advertisement for Bids; ~ ~ ~ f. Note to Bidders; ~,, tv t~ g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. AG-1 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this day of , 20 BY Mayor ATTEST: City Clerk Contractor BY (Title) ATTEST: (Title) (Company Official) Approved By: City Attorney's Office © N ~ C? ~~ ~ ~ ~ _ rte- cn -___ x~ ~ -,s` ~ w ~ N cA AG-2 PERFORMANCE AND PAYMENT BOND ~, n C7 ° 1 - --~ comas --~ (insert the name and address or legal title of the Contractor) ~ _~ -=-~ C; cry ~' Principal, hereinafter called the Contractor and ~ ~ (insert the legal title of the ~-~r) a as Surety, inafte~called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, here after called the Owner, in the amount of Dollars ($ )for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of (date) entered into a written Agreement with Owner for Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by ,which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient PB-1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of the date of formal acceptance of the improvements by the Owner. (_~ years from D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS DAY OF 20 IN THE PRESENCE OF: (Principal) Witness (Title) (Surety) N O Witness (Title) o ~" ~ ~ ~ (Street) ~ ~ ~ ~--~ ~~ a ~ (City, State, Z ca (Phone) PB-2 Contract Compliance Program CITY OF IOWA CITY _ O ~^^~ 1„ > N O O CJ'1 ~ ~'„~ ~ ,~ GIi ''^ d ti "C (T' a 2> n~ °+,,,, SECTION I -GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color; creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors. or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. _ O ~~ ~ ° rn ~ ,_..~ ~-' ~ ~rn ~ ~ 3 f'"'"~i ~ ~ c~ N CC-1 SECTION II -ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) a. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et sew.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer'? (Please print) Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. Q r.~ a ° ~~ ~? ~ rn c~ ~ ~~ r- r ~ ~ -- _~ ~~ a ~ ~ ~ A ~ CC-2 6. How does your business can-ently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Print Name Phone Number Title Date U ~~ ~ rn -- - ~ ~~ ~ ~ n ~ cs~ ! ~~ ~~ rv ~a CC-3 _ _N SECTION III -SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENPPOR~UNITIES 1. COMPANY POLICY ~ `{ ~ ~ 2. 3. 4. Determine your company's policy regarding equal employment opportunities. Doc~7rrT the~,lplicyt ~rfd post it in a conspicuous place so that it is known to all your employees. Furthermore, di~e~ate~e li to all potential sources of employees and to your subcontractors asking their cooperatil~. 1~'he ~@licy statement should recognize and accept your responsibility to provide equal employment~'opport in all your employment practices. In regard to dissemination of this policy, this can be done, for exam7e, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. CC-4 ~ r ~~..®~,~ t~ml~'' ~ wir®'~ -~.as~_ ~~ City of ~i~ C~ Attached for your information is a copy of Section 2 - 3 -1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. C~ C~ N ° c~ ----; ~~ ~+ ~ ~ C7 ~ cn ("" m ,y a ~~ ~ v w CC-5 2-3-t CHAPTER 3 DISCRIMINATORY PRACTICES SECTION 2-3-1: Employment; Exceptions 2-3-2: Public Accommodation; Exceptions 2-3-3: Credit Transactions; Exceptions 2-3-4: Education . 2-3-5: Aiding Or Abetting; Retaliation; Intimidation 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept,.. register, classify, upgrade or refer for employ- ment, or to otherwise discriminate in employment against any other. person or to discharge any employee be- cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. B. It shall be unlawful for any labor orga- nization to refuse to admit to member- ship, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprentice- ship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or train- ing because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such ap- plicant or member. Iowa City ~'~ ~ ---f Cj/~-~G i CC-6 ~~} 2-3-7 C. It shall be unlawful for any employer, employment agency, labor organiza- tion or the employees or members thereof to directly or indirectly adver- tise or in any other manner Indicate or publicize that individuals are. unwel- come, objectionable or not solicited for employment or membership be- cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-7995) O. Employment policies relating to preg- nancy and childbirth shall be governed by the following: 7. A written or unwritten employment policy or practice which excludes from employment applicants or employees because. of the employee's pregnancy is a prima facie violation of this Title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscar- riage, childbirth and recovery there- from are, for ail job-related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurence or sick Leave plan available in connection with employment or any written or unwrit- ten employment policies and practices involving terms and conditions of employment as applied to other tem- porary disabilities. E. (t shalt be unlawful for any person to solicit or require as a condition of employment of any employee or pro- vim. 89? 0 cn Q C'~ ~I ~/..~ vw 2-3-i spective employee a test for the pres- ence of the antibody to the human immunodeficiency virus. An agree- ment between an employer. employ- ment agency, labor organization or their employees, agents or members and an employee or prospective em- ployee concerning employment, pay or benefits to an employee or pro- spective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection dv not apply if the State epidemiologist determines and the Director of Public Health declares through the utili2ation of guidelines established by the Center for Disease Control of the United States Depart- ment of Health and Human Services, that a person with a condition related to acquired immune deficiency syn- drome poses a significant risk of transmission of the human immunode- ficiency virus to other persons to a specific occupation. F. The following are exempted from the provisions of this Section: 1. Any bona fiide relfgious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qua~ifica- tions are related to a bona fide reli- gious purpose. A Getigious qualifica- tion for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or reli- gious institution steal! be presumed to be a bona fide occupational qualifica- tion. (Ord. 94-3647, 1 i -8-i 994) 897 IOWA ~.'lly CC- 2-3-i 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employ- ment or offer of employment shaft not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, mari- tal status, national origin, race, reli- gion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995} 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such em- ployment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. 5. To employ on the basis of sex in those certain instances where sex is a bona fide occupational qual'fiication reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted nar- rowly. 6. A State or Federal program de- signed to benefit a specific age classi- fication which serves a bona fide pub- lic purpose. 7. To employ on the basis of disability in those certain instances where pres- ence of disability is a bona fide occu- pational qualification reasonably nec- essary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shalt be interpreted narrowly. (Ord. 94-3647, 11-8-1994) . N C~ ca c n ~ ~ t'7 : ~ --... ~ ~ ' ~ _ r..,1 ~1 l~ ~' rV GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended, shall apply except as amended in the Supplementary Conditions. d `~ 0 C7 ~ r°=, ` ' ~ rte- + ~ ~`_' ' m ~~ x. ~ { ~ ~ A ~ GC-1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance r, S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others ~C ~ ~ "~' S-6 Compliance with OSHA Regulations `' ~ "' s-~ ~ S-7 Employment Practices ~ ~ ~ S-8 Contract Compliance Program (Anti-Discrimination Requirements) .- <~ A S-9 Measurement and Payment ~ ~ ~ S-10 Taxes ~ ~ S-11 Construction Stakes N S-12 Restriction on Non-Resident Bidding on Non-Federal-Aid Projects v3 Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended. S-2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: SC-1 Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. S-3 INSURANCE. A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION 1. Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and/or to halt work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: ape of Coverage Comprehensive General Liability Each Occurrence Aggregate Bodily Injury & Property Damage* $1,000,000 $2,000,000 Automobile Liability Combined Sinqle Limit Bodily Injury & Property Damage $1,000,000 Excess Liability $1,000,000 $1,000,000 Railroad Protective Liability Insurance in the amount of $2,000,000 for injury ormages~ which may occur during any and all construction activities on Railroad right-of- C'~ ca Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. ~' c~ ~ , ~_ "Property Damage liability. insurance must provide explosion, collapse a~l~nd~rout~„ coverage when determined by City to be applicable. ~~ ~ ~t The City requires that the Contractor's Insurance carrier be A rated or better by ~N. Bes w In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and on the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured SC-2 retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 3. If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims-made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers, or if .Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. c. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. d. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and pursue any and all remedies available to the City. 6. In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. _ N © b 7. In the event that any of the policies or insurance coverage identified ~ ~ntr~tor's Certificate of Insurance are canceled or modified, the City may in its did' ion~ther.-I-.~ suspend Contractor's operations or activities under this Contract, or~rr~tinate thi:~ Contract, and withhold payment for work performed on the Contract. ,..~C ~ ~ ~~ ~ ~ SC-3 ~' rv C. HOLD HARMLESS 1. The Contractor shall indemnify, defend and hold harmless the City of Iowa City, the Cedar Rapids and Iowa City Railway Company, and the officers, employees, and agents of such parties from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. _ ~_ S-4 SUPERVISION AND SUPERINTENDENCE. © "' ~ ~ r°*, ~~ ~ ~ Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS ~ CONTRACTOR shall maintain a qualified and responsible person available~2~rtio pei~, day, seven days per week to respond to emergencies which may occ~~erurs. CONTRACTOR shall provide to ENGINEER the phone number and/or paging~rvice~this individual. ~n S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right-to-know. S-7 EMPLOYMENT PRACTICES. Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. SC-4 Contractor shall not commit any of the following employment. practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S-8 CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS). For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. S-9 MEASUREMENT AND PAYMENT. Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the IDOT STANDARD SPECIFICATIONS. S-10 TAXES. Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in accordance with local law as outlined in 1109.07 of the IDOT Standard Specifications. The City of Iowa City does not issue tax exemption certificates to preclude the payment of sales tax. Prior to project acceptance by the City Council, the Contractor shall submit to the Engineer a statement of taxes paid, including all information required by the State of Iowa for reimbursement of taxes. The City will reimburse Contractor for taxes approved and reimbursed by the State of Iowa. Reimbursement to the Contractor will occur within 30 days of the City receiving reimbursement from the State. Tax statements submitted after the project has been accepted by the City Council will not be accepted or reimbursed. S-11 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes and marks. Any necessary re-staking will be at the Contractor's expense and will be charged at a rate of $75 per hour. S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS. The Contractor awarded the project together with all Subcontractors shall be requir~to co ~ to the form included with these specifications (and entitled the same as this section) a ~+gbmto the Engineer before work can begin on the project. ~ cam-, D N ~a ~1 SC-5 S-13 RAILWAY LICENSE AGREEMENT PROVISIONS The Contractor shall be responsible for following the provisions of the license agreement for occupation of railway corridor between the city and railway. A copy of this agreement will be made available upon contract award or when it is finalized and made part of the Supplementary Conditions. _ O ~ ° ~+ ~ ~} o ~~ ~ ~ _~ ~ i tL? ~' N l~ SC-6 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL AID PROJECTS PROJECT NAME: TYPE OF WORK: DATE OF LETTING: A resident bidder shall be allowed a preference as against anon-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the state or foreign country in which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted business for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. This qualification as resident bidder shall be maintained by the bidder and his/her contractors and subcontractors at the work site until the project is completed. I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until its completion. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: 72949/7 0.230/frontend.doc _ Q na o r°:~+ ~~ C7 -.~ -^~ n , 1 ~ ~ is ~ ~ ~" N tt~ R-1 Storm Water Discharge Associated With Industrial Activity For Construction Activities City County Project Project Number Certification Statement "I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit." Name Title Company Name Address Type, Stamp or Print Legibly Telephone Number Signed By (president, vice-president, general partner of proprietor) Date ev © ° ~~ ~ -C c' ~ cn rV- a ~ ~ ~ r~ SW-1 72949/10.230/f~r~n~onT~Blvc}`d~c rv tD TECHNICAL SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS Section 01010 Summary of the Work .....................................:.................... 01010-1 Section 01025 Measurement and Payment ................................................ 01025-1 Section .01310 Progress and Schedules ..................................................... 01310-1 Section 01570 Traffic Control and Construction Facilities ........................... 01570-1 _ ~ ~~ rn ~~ ~ ~ ~---, ~ %~ `•° ~ ra SECTION 01010 SUMMARY OF THE WORK N !~l b PART 1-GENERAL ~ ~ c, General description, not all inclusive. ~ ~ ~ A. Base Bid Work: ~ ~ ~ 1. Construct a 12' x 10' x 890' Reinforced Concrete Box Culvert uir Oldighway 218 and Riverside Drive. ~- 2. Construct 9 inch thick Portland Cement Concrete roadway extension on Mormon Trek Boulevard, add a 9 inch thick Portland Cement Concrete turn lane on Old Highway 218 at the intersection with Mormon Trek Boulevazd, and add a 12" Asphalt Cement Concrete/Portland Cement Concrete composite roadway lane to Old Highway 218 at the intersection with Mormon Trek Boulevard. 3. Construct Railroad Approach pavement sections at the intersection of Mormon Trek Boulevard with the CRANDIC railroad. 4. Remove Portland Cement Concrete and Asphalt Cement Concrete driveways, parking lots, curbs and gutters, sidewalks and other miscellaneous items. 5. Construct Portland Cement Concrete and Asphalt Cement Concrete driveways, parking lots, curbs and gutters, sidewalks and other miscellaneous items. 6. Furnish and install longitudinal subdrains and outlets along Mormon Trek Boulevard and Old Highway 218. 7. Install Reinforced Concrete pipe culvert under Mormon Trek Boulevard, extend existing culvert under Old Highway 218, and install entrance culvert under new entrance to Bowling Alley. 8. Furnish, install and construct storm intakes, sewer pipes and manholes. 9. Remove existing field fence on Iowa City Municipal Airport property and install new field fence along Mormon Trek Boulevard and Old Highway 218. 10. Insta114-inch Plastic Conduit under East and West legs of Mormon Trek Boulevard at the intersection with Old Highway 218 for future Traffic Signals. 11. Relocate existing fire hydrants. 12. Relocate existing street light and parking light poles and relocate conduit and wiring. 13. Adjust existing sanitary sewer manholes. 14. Re-grade backslopes along Willow Creek. 01010-1 72949/10.230/MormonTrekBlvd.doc 15. Remove existing and temporary pavement markings and install temporary and permanent paving markings on Mormon Trek Boulevard and Old Highway 218. 16. Provide traffic and pedestrian traffic control during all phases of project. 17. Clear and grub existing vegetation and furnish and install seed, fertilizer, mulch and sod throughout project. 18. Other work associated with intersection construction. 19. Construct 16-inch water main extension along Mormon Trek Boulevard. 20. Lower existing water mains at new box culvert. B. Technical specifications and measurement and payment provisions for contract items not otherwise covered in the technical specifications included in this manual shall follow the pertinent sections of Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction, Series of 2001" as amended. Q ° cn ~„ ~ -~ n rc? h - n cis 4"--'- ~ a ~n w 01010-2 72949/ 10.230/MormonTrekBlvd.doc SECTION 01025 MEASUREMENT AND PAYMENT PART 1 -GENERAL 1.01 SUMMARY: A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OFMEASUREMENTS: A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 1.03 SCOPE OFPAYMENT: A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also, for costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B. Construction items may be bid as a lump sum or as itemized work, which will be paid on a unit cost basis. In either case, some work may be required for which a separate pay item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. PART 2 -PRODUCTS ^' O a 0 2.01 NONE D ~ r*~ -~ c~ PART 3 -EXECUTION ~ ~ `~ ~ 3.01 PROCEDURE: A. Payment under this contract shall occur no more than once per month for ork coi~leted by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated off site. The 5%retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 01025-1 72949/10.230/MormonTrekBlvd.doc 3.02 BID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. ~ _~ ~'~ ca Each unit or lump sum price stated shall constitute full payment as herein~~fied~r eae~ item of work completed in accordance with the drawings and specif~ti~o. ns, i~ludi~ clean up. r-~ rn ~. _~ It is the Contractor's responsibility to identify the locations of public ~~vate~tiliti~ No additional compensation will be made for any interference or de~ caus~ by the placement and/or relocation of said utilities. No additional compensation will bec3~ade for repair costs to fix damage caused by the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. 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 an item in the FORM OF PROPOSAL. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. 01025-2 72949/10.230/MormonTrekBlvd.doc B. BID ITEM DESCRIl'TIONS Portland Cement Concrete Pavement. The unit prices for these items will be paid based on the number of square yards of Portland Cement Concrete pavement constructed at the specified widths, thicknesses and mix designs. Also included with these items is excavation to place forms and pavement at required elevations, forming, supply, placement and finishing of concrete, special concrete mixes, reinforcement, Portland Cement Concrete curb and curb drop installation, curing, jointing and joint sealing, grading to establish a uniform grade between the sidewalk and top of curb, and backfilling at curb lines. Aggregate durability class for all P.C. Concrete paving shall be Class 3. If weather conditions prohibit the use of Class M, P.C. Concrete, a deduct will be negotiated for the reduced cement content in Class C, P.C. Concrete. Pavement smoothness shall be evaluated for main line pavement per current IDOT Specifications. 2. Portland Cement Concrete Driveways. The unit prices for these items will be paid based on the number of square yards of Portland Cement Concrete driveways and parking lots constructed at the specified widths, thicknesses and mix designs, including 5-foot in length full depth concrete beyond the back of sidewalk where existing driveways are gravel or dirt. Also included with these items is excavation to place forms and pavement at required elevations, supply, placement and compaction of subgrade material under driveways and parking lots, forming, supply, placement and finishing of concrete, special concrete mixes, reinforcement, Portland Cement Concrete curb and curb drop installation, curing, jointing and joint sealing, grading to establish a uniform grade between the sidewalk and top of curb, and backfilling at curb lines, driveway edges and parking lot edges. Aggregate durability class for all P.C. Concrete paving shall be Class 3. If weather conditions prohibit the use of Class M, P.C, Concrete, a deduct will be negotiated for the reduced cement content in Class C, P.C. Concrete. Pavement smoothness shall be evaluated for main line pavement per current IDOT Specifications. 3. Hot Mix Asphalt Overlay. ~ _o ~~ ~ The unit price for this item will be paid based on the .number of?C'or~ of ~phal~t-1-.~ Cement Concrete overlays constructed at the specified widths, thi~esses and mid designs and includes placement and compaction of asphalt, tack coa bac~illin~ at curb lines. ~ ~"' ~~ ~ 4. Hot Mix Asphalt Pavements. y. 0 The unit price for this item will be paid based on the number of tons of Asphalt Cement Concrete pavements, driveways and bases constructed at the specified widths, thicknesses and mix designs. Included with these items are subgrade compaction and 01025-3 72949/10.230/MormonTrekBlvd.doc preparation, subgrade treatments, supply, placement and compaction of aggregate base, supply, placement and compaction of asphalt, and backfilling at curb lines. Granular Shoulders. The unit price for this item will be paid based on the number of tons of specified rock used to construct granular shoulders at the specified widths and thicknesses and includes excavation to grade, subgrade preparation and compaction, subgrade treatments, and shoulder placement and compaction to required elevations. Earth shoulder fill and any special shaping shall be considered incidental to this item. 6. Portland Cement Concrete Sidewalk and Curb Ramps. The unit price for these items will be paid based on the number of square yards of Portland Cement Concrete sidewalk constructed at the specified widths, thicknesses and mix designs. Included with these items aze subgrade preparation and compaction, subgrade treatments, forming, concrete placement and finishing, curb ramps, curb ramp coloring per Section 03350, curing, jointing and joint sealing, and backfilling at form lines. 7. Modified Subbase. The unit price for this item will be paid based on the number of square yards of modified subbase constructed at the specified thickness including placement 12-inches beyond the back of curb. Also included with this item is excavation to grade, subgrade preparation and compaction, subgrade treatments, and subbase placement and compaction to required elevations. 8. Longitudinal Subdrain. The unit price for longitudinal subdrain will be paid based on the number of linear feet placed. Included with these items is trenching, disposal of excess excavated material, furnishing and placing blind ends, elbows, tees, grouted joints, special connections, drilling or forming into drainage facilities, furnishing and placing porous backfill, and finishing the surface as directed by the Engineer. 9&10. Subdrain Outlets. _ N The unit price for C.M.P. outlets will be paid based on the i®nber outlets constructed. ~ ~ r~*i Included with these items is trenching, disposal of excess ew~ed ~teri~i',- furnishing and placing C.M.P. outlets, including outlet coverin ~outed oink special connections, drilling or forming into drainage facilities, furn~n,~g an~laci>~' porous backfill, and finishing the surface as directed by the Engineer ~ ~ ~ ca 11,12&16. Culverts. 0 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 center line with no deductions for prefabricated bends or aprons. 01025-4 72949f 10.230/MormonTrekBlvd.doc The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: a. Trench excavation including furnishing necessary equipment. b. Trench boxes required for safety and to minimize disturbance to features to be saved. c. Exploratory digging required to determine location of existing structures or potential conflicts. d. Furnishing pipe, fittings, joint materials and appurtenances. e. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe- envelope including concrete encasements. f. 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. g. Dewatering trenches and excavations for pipe, including furnishing pumps, piping, well points, etc., as required. h. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. i. Temporary support of existing utility mains and service lines. © o 0 j. Temporary fencing required to contain livestock. ~ ~ ~ ~ ~ k Repair or replacement of utility services damaged by the Con~ter. ~~ a ~ 13,14& 15. Construction of Storm Sewers. ~ ~ ~ The unit prices for these items will be paid based on the num~er of liar feet installed. Length will be measured for each size and type of pipe along the p~ center line with no deductions for prefabricated bends or flared end sections. Measurement shall exclude the space across manholes and intakes. 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 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 determine location of existing structures or potential conflicts. e. Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. O l 025-5 72949/ 10.230/MormonTrekBlvd.doc f. Supply, placement and compaction of specified pipe bedding material and standazd or select material within the pipe envelope including concrete encasements. g. Supply, placement and compaction of standazd backf`ill 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 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 a~„cttvities a~ ciated with cold weather. ~~ k. Temporary support of existing utility mains and service line ~ cam-, --~ r 1. Temporary fencing required to contain livestock. ~ ~ ~'+ ~" m. Repair or replacement of utility services damaged by the C~~or. ~ n. Permanent connections and stubs with caps for sump pump~rainag~'and field tiles of various sizes, including backfill as specified by the Engineer,p 17,18&19. Concrete Aprons. The unit prices for these items will be paid based on the number installed for each size and type and includes excavation, shaping of subgrade and hardware. At places where apron with guards are required, pipe length includes the length of the apron. The last two pipe joints before the apron shall be tied and is incidental to this item. 20. Revetment Stone. The unit price for this item will be paid based on the number of tons of specified stone placed as shown on the plans and directed by the Engineer. -Stone shall be placed on engineering fabric which is incidental to this item. Also included are subgrade prepazation and shaping, supply and placement of engineering fabric and rock, and provisions to keep rock from being contaminated with soil during subsequent construction activities. 21,22,23, Construction of Storm Intakes. 24&25. The unit prices for these items will be paid based on the number of each type of intake constructed and includes excavation, forming, reinforcing steel, dowels, supply, placement, compaction and finishing of concrete, supply, placement and compaction of specified backl`ill, providing stubs for drainage tiles and the frame and casting. Construction of larger than standard intakes to fit over large storm sewers and intake throats shall be considered incidental. Stoppers for stub connections are incidental. 26. Unit prices for manhole (utility access) adjustments includes all work necessary to adjust rim elevation to grade as detailed on the plans. Includes excavation, removal of existing casting and lid, furnishing and installing adjustment rings and manhole barrel sections, replacement of lid and casting, and. compacted backfill. 01025-6 72949/10.230/NlonnonTrekBlvd.doc 27. Removals as Per Plan. Lump sum removal shall include full depth pavement and culverts as shown on Plan Sheets R.O1 and R.02. Saw cuts and hauling and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the Engineer. Removal operations shall conform to the construction phasing noted on the plans or as otherwise approved or directed by the Engineer. Additional effort required for this purpose is considered incidental. 28&29. Removal of Pavement and Paved Driveway. Removal quantities shall include Portland Cement Concrete, full depth Asphalt Cement Concrete, and/or brick roadways, driveways, parking lots, curb and gutters, and sidewalks. Removal of compacted granular and chip seal surfaces, including asphalt patches, shall be considered as Class 10 Roadway and Borrow Excavation and will not be measured and paid under this item. Saw cuts and hauling and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the Engineer. Removal operations shall conform to the construction phasing noted on the plans or as otherwise approved or directed by the Engineer. Additional effort required for this purpose is considered incidental. 30&31. Field Fence and Safety Fence. The unit price for this item will be paid based on the number of stations of specified fence and includes measurements required to establish fence in proper location. Also includes removal of safety fence. 32. Clearing and Grubbing. The lump sum price for this item includes all work required to cut, remove and dispose of trees, stumps, roots, logs, down timber, hedges, brush, shrubs, corn, crops, vegetation, rubbish and field fence within the limits of construction as directed by the Engineer. Also included is removal, salvage, relocation and replacement of mailboxes, decorative fencing, planters, flagpoles, and similar other items as directed by the Engineer. 33. Class 10 Excavation. The estimated quantities are as shown on the plans. Included with this item is all work required to bring the roadway to the proper subgrade elevation and density along the entire cross section with a uniform surface free of debris. Also included is cutting, loading, hauling and disposal of unsuitable material, including chip seal, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material. Approved Contractor-provided borrow pit and materials, as needed, shall be in~lental to this item. There will be no payment for overhaul. Q .cc'. ~v~ 34. Topsoil, Strip, Salvage & Spread. ~ -~ c-, ~ The unit price for this item will be paid based on the plan quantity ~ic yards topsoil stripped, salvaged and spread. Included with this item is all req~ed t remove topsoil from cuts, or areas to be covered by fill, preparation $~etat~, an~ hauling, depositing, and spreading the topsoil on areas to be.seeded a~ sodde~Also 0 01025-7 72949/ 10.230/1VlonnonTrekBlvd.doc included is mowing, plowing, blading, disking, and stockpiling. Topsoil shall be removed to a uniform 9-inch depth. 35. Class 12 Excavation, Boulders or Rock Fragments. The unit price for this item will be paid based on the number of cubic yards of rock removed as measured in place before excavation. Included with this item is additional excavation required to uncover, measure and remove rock, crushing, breaking, disposal, and supply, placement and compaction of additional backfill created by the rock voids. If material suitable for backfilling is not available in sufficient quantity from other excavations, the Contractor shall, at his/her own expense, famish suitable material from outside sources. When rock is encountered, it shall be uncovered but not excavated until measurements have been made by the Engineer, unless in the opinion of the Engineer, satisfactory measurements can be made in some other manner. 36. Wood Excelsior Mat Slope Protection. The unit price for erosion control mat will be paid based on the number of squares (1 square = 100 square feet) of actual area covered and includes supply and placement of specified material, anchor slots, junction slots, check slots, terminal folds, lap joints and maintenance. _ N c~ Erosion control for areas disturbed by careless actions of the Contrac~ll b'~t the Contractor's expense. y ~ ~ --r-~ ~ cn 37. Silt Fence. ~ ~ ~ ~ s~ The unit price for silt fence will be paid based on the number of linea>!~~nsta ed at locations indicated on the plans or as directed by the Engineand ino udes installation, maintenance and removal upon establishment of ground c ver. o 38. Engineering Fabric. The unit price for this item will be paid based on the number of square yards of actual area covered and includes subgrade preparation and shaping, and supply, placement and staking of specified fabric. Includes fabric under granular bedding material only. 39&40. Seeding, Fertilizing and Mulching. The unit price for this item will be paid based on the number of acres seeded, fertilized, and mulched and includes preparation of seed bed, supply and application of seed, fertilizer, mulch, and water, and all upkeep as specified, including aone-year guarantee. No distinction in unit price shall . be made for various seed mixtures specified. Only disturbed areas not replaced with pavement and sod shall be seeded unless noted on the plans or directed by the Engineer. 41. Pavement Markings. The unit price for this item will be paid based on the number of stations installed based on a 4-inch width. Work includes removal of old markings as applicable, prep 01025-8 72949/10.230/MormonTrekBlvd.doc work, layout, supply and placement of epoxy paint and glass beads and protection during cure. Layout must be approved by the Engineer. I.D.O.T. Supplemental Specification 97036 will govern this item. 42. Painted Symbols. The unit price for this item will be paid based on the number of symbols and legends placed. Work includes removal of old markings as applicable, prep work, layout, supply and placement of epoxy paint and glass beads -and protection during cure. Layout must be approved by the Engineer. I.D.O.T. Supplemental Specification 97036 will govern this item. 43. Traffic Control. The lump sum price for this item will be paid based on percent complete for furnishing, installing, maintaining, moving, relocating, and removing all traffic control devices including barricades, safety fencing, drums, lights, standard signs, temporary barrier rails, sequential flashing arrows, flaggers, uniformed officers, temporary pavement markings and orange safety fence at road closures. 44. Excavation, Class 20. Refer to IDOT Specification Section 2402 and Plan Sheet V.O1 for Method of Measurement and Payment. 45. Granular Bedding. Refer to Plan Sheet V.O1 for Estimate Reference Information. The measurement shall be based on cubic yards and includes furnishing and placement of bedding. 46. Structural Concrete (RCB Culvert). Refer to IDOT Specification Section 2403 and Plan Sheet V.O1 for Method of Measurement and Payment. 47. Reinforcing Steel. Refer to IDOT Specification Section 2404 for Method of Measurement and Payment. 48. Steel Handrail. Refer to IDOT Specification Section 2414 and Plan Sheet V.O1 for Method of Measurement and Payment. 49. Plastic Conduit. The unit price for this item will be based on the number of linear feet installed. Includes excavation, furnishing and installation of conduit. and all fittings, compacted bacl~ll and any other items necessary. o co ~ 50. Signal Handhole. ~ ,, ~ h -G _ n, ~ m 01025-9 72949/10.230/M onTrek~vd .doc w [~ Unit price for this item is per each installed. Includes excavation, furnishing and installation of handhole complete, backfilling and any other items necessary to complete work on this item. 51. Mobilization. Refer to IDOT Specification Section 2533 for Method of Measurement and Payment. 52. Steel Sign Posts. Unit price for this item is per each steel post installed. Includes furnishing all materials and labor necessary to install sign post in locations shown on plans. 53. Type A Signs. Refer to IDOT Specification Section 2524 for Method of Measurement and Payment for this item. 54. Crushed Stone Surfacing. Refer to IDOT Specification Section 2312 for Method of Measurement and Payment for this item. 55. Temporary Traffic Signals. Refer to IDOT Specification Section 2528 for Method of Measurement and Payment for this item. 56. Construction of Sanitary Sewers. ~} ~ L`? a The unit price for this item will be paid based on the number of lin+~'ar~et it b lled:`~ Length will be measured for each size and type of pipe along the pip1~ ter li~ wi no deductions for prefabricated bends or flared end sections. Iv~i:;~ement sha exclude the space across manholes and intakes. ~ ~ ~~ ~~ ~ The following items shall be considered incidental unless they are in~lded wi~other items listed in the FORM OF PROPOSAL: ~ 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 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. 01025-10 72949/ 10.230/MormonTrekBlvd.doc 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, 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. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. k. Testing of sewers as required. Temporary support of existing utility mains and service lines. m. Temporary fencing required to contain livestock. 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. 57. Sanitary Sewer Manhole Bases. 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. PVC liner is incidental. 58. Sanitary Sewer Manhole Risers, T-Lined. 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, PVC-lined flat top slabs, platforms, adjusting rings and supply, placement and compaction of specific backfill. ~er tees, risers will be measured from the top of the tee to the bottom of the~ame. PAC liner is incidental. ~'C7 ~ -< 59,60&61. Construction of Water Mains. ~ ~-,~ ~ ~' r` ~,,, ~ The unit prices for construction of water mains will be paid based ~e number linear feet installed. Length will be measured for each size and t! ` ~ng'~ pipe centerline with no deductions for fittings. ~ +~ O The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL. a. Furnishing and installing pipe, joint materials and fittings. b. All water main adaptors and sleeves required for installation and connections to existing water mains. c. Furnishing and installing couplings for connections. to existing water services, and removal of abandoned service valve boxes. 01025-11 72949/10.230/NlormonTrekBlvd.doc 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, as required. Q ca° ~t7 a k. Dechlorination of flushed water entering storm sewer system. ~ cam, -~-j 1. Temporary support of existing utility mains and service lines~~ ~ A ~ ~ m. Repair or replacement of utility services damaged by Cotnrac.~ ~ ~ 1 ~ W n. Protection of existing valves so they are fully operational and accessi bl~tiuring construction. 62. Boring and Jacking Water Main. 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, dewatering, jacking pit, receiving pit, boring and jacking, carrier pipe, casing pipe, disposal of excavation and spoil material, casing chockes and field lock gaskets, supply placement and compaction of specified backfill and connections to existing sewers and/or water mains. 63. Remove Water Main. Unit price for this item will be paid based on number of lineal feet of water main removed. Includes locating pipe, excavation, removal and disposal of pipe and appurtenances and compacted backfill. 64,65, Construction of Water Valves. &66. 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 valves, valve box and lid and backfill. 67. Construction of Hydrants. 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 hydrants, fittings, 01025-12 72949/10.230/MormonTrekBlvd.doc swivel adaptors, rock drains, thrust blocks, auxiliary valve, valve box and lid, and backfill. 68. Hydrant Removal. Unit price per hydrant removed includes excavation, disconnection of fire hydrant from main, salvage and delivery of hydrant to Iowa City Water Division. 69. Hydrant Relocation. Unit price per hydrant relocation includes removal of hydrant from existing main, extending water main to new hydrant location and reinstallation of hydrant with new auxiliary valve and box as indicated on typical hydrant detail Sheet P.06. 70&71. Open Cut Encased Water Main. The unit price for this item will be paid based on the number of linear feet of open cut encased water main as measured end-to-end of assembled pipe within casing. Included with this item is excavation, dewatering, carrier pipe, casing pipe, casing bedding, casing chocks and field lock gaskets, supply placement and compaction of specified backfill and connections to existing water mains. 11/00 ~«i~-dmou.a« 0 a y G n a ~ ~ -"~ n -~ i ~ G. F"` ~ t i Its 3 ~"-`1 ~ ~ ~D t~ O 01025-13 72949/10.230/MormonTrekBlvd.doc SECTION 01310 PROGRESS AND SCHEDULES PART 1-GENERAL 1.01 SUMMARY: A. Prepare, submit and update as necessary a schedule of the work. B. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption to residences and businesses is a high priority. Scheduling of work shall be planned with this in mind. 1.02 SUBMITTALS: A. The Contractor shall submit prior to the Pre-Construction meeting a detailed schedule of the proposed work with the controlling operation identified. The schedule shall include proposed dates and durations of street closings. Work may not begin until the schedule is approved by the Engineer. B. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART 2 -PRODUCTS ~ None. ~ ~ ~.1 --C ~ h ~ i PART 3 -EXECUTION ~~ n r ,I° 3.01 MEETINGS PRIOR TO CONSTRUCTION: ~ ~ ,-~~ a ~ {'~ A. APre-Construction meeting will be held prior to beginning work. w CJ 3.02 PROGRESS OF WORK: A. Work will be completed by June 30, 2007. The specified start date is Auril 3, 2006. Access to Airport property west of Old Highway 218 will not be available until August 1, 2006, unless authorized earlier by Airport Director. Liquidated damages of $600.00 per day will be charged on work, beyond June 30, 2007, except liquidated damages for exceeding specified completion for work in railroad right-of--way shall be $1,000.00 per calendar day. B. No work shall be done between the hours of 10:00 p.m. and 7:00 a:m. without the approval of the Engineer, with the exception of saw cutting fleshly poured concrete. C. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular) and the local businesses and residents. Access to businesses and residences shall be maintained at all times. D. Construction will proceed in phases. The particular phasing sequence is outlined in the project plans. Prior to advancing to the next phase or sub-phase, the existing phase or sub- 01310-1 72949/ 10.230/MormonTrekBlvd. doc phase shall be sufficiently complete to allow reopening to the public, as determined by the Engineer. E. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. F. The Contractor will become an active partner with the City in communicating with and providing information to concerned residents and businesses. G. Work will be staged to minimize the length of time parking spaces and parking revenue are lost. 3.03 COORDINATION WITH UTILITIES AND RAILROADS: A. It is anticipated that some utility conflicts will occur which cannot be taken care of ahead of time, including overhead electric and buried gas. The Contractor shall work closely with the utility companies to aid in these relocations to keep the project on schedule. Water and sanitary sewer main conflicts will be responsibility of the Contractor. B. The Railroad will provide labor, materials and equipment for railroad facility removal and replacement. Hauling and disposal of excavated materials will be the responsibility of the Contractor. Excavated materials include, but are not ..limited to, existing subdrainage material, ballast, sub-ballast, ties and existing track. Any salvageable material will become the property of the Contractor. This is considered incidental to the project. C. Time limitations exist for the railroad and their customers for the above-mentioned work. It shall be the Contractor's responsibility to coordinate and be available to meet the Railroad's schedule. Any costs associated with train rerouting due to circumstances caused by the Contractor beyond June 19-July 2, 2006, shall be at the expense of the Contractor. 3.04 STREET CLOSINGS: A. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street maybe closed without the Engineer's approval and said notification. _ Q ~~ rv 0 ° c~ C~ t cst p, s t~ ~ ~~ ?> ~ ~ c:~ 01310-2 72949/ 10.230/MormonTrekBlvd.doc SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART 1 -GENERAL 1.01 SUMMARY: A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. 1.02 REFERENCES: A. IDOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 1988 Edition, as revised. C. Traffic Control Notes on project plans. 1.03 SUBMITTALS: A. Submit a traffic control plan for all activities requiring traffic control not specNfically addressed by the project plans. 0 °o PART 2 -PRODUCTS ~_~ ~ ~ 2.01 MATERIALS: ~ ~ cs~ ~ m A. Traffic control devices may be new or used, but must meet the requirera~of t~ IDcl`f" Standard Specifications. ~ ca B. All construction fence shall be new and securely fastened to approved posts and installed as directed by the Engineer. 2.02 EQUIPMENT: A. Portable generators may not be used to power traffic control. devices within 300 feet of residential dwellings, including apartments, between the hours of 10:00 p.m. and 7:00 a.m. PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 11. General Requirements and Covenants. 01570-1 72949/10.230/MormonTrelcBlvd.doc Section 1107.09. Barricades and Warning Signs. Division 25. Miscellaneous Construction. Section 2528. Traffic Control. 3.02 NO PARKING SIGNS: A. The City will furnish "NO PARKING" signs to facilitate removal of parked vehicles ahead of scheduled work. The Contractor is responsible for installation and maintenance of the signs 48 hours in advance of when the vehicles must be removed. 3.03 MAINTENANCE OF FACILITIES: A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non-work hours. Repair, replace and maintain as necessary. B. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 3.04 EXCAVATIONS: A. All excavations shall be fenced. 3.05 ADDITIONAL FACILITIES: A. All signs, barricades and fences within and beyond the project area deemed appropriate by the Engineer shall be the responsibility of the Contractor. 11/00 shareadkngineer\cpecs-i101 s70.dce _ 0 N C {~ ~ ~ ~rl. C~ _ E rn ~, rn ~ ~ ~ ~ 01570-2 72949/ 10.230/IvlorlnonTrekBlvd.doc TECHNICAL SPECIFICATIONS DIVISION 2 -SITE WORK Section 02050 Demolitions, Removals and Abandonments ....................... Section 02100 Site Preparation ................................................................... Section 02220 Earth Excavation, Backfill, Fill and Grading ......................... Section 02270 Slope Protection and Erosion Control ................................. Section 02510 Asphalt Cement Concrete Paving ....................................... Section 02510A Hot Mix Asphalt Cement Paving, Bituminous Seal Coat and Milling ................................................................. Section 02520 Portland Cement Concrete Paving ...................................... Section 02524 Curb Ramps ........................................................................ Section 02660 Water Distribution ................................................................ Section 02700 Sewers ................................................................................ Section 02750 Jacked Crossings ................................................................ Section 02900 Landscaping ....................................................................... 02050-1 02100-1 02220-1 02270-1 02510-1 02510A-1 02520-1 02524-1 02660-1 02700-1 02750-1 02900-1 O N ~~ --~ ~ ~ v c-~ ~ r~-~- i ~ ~ ---- i?~ ~ ~ ~ 0 SECTION 02050 DEMOLITIONS, REMOVALS AND ABANDONMENTS PART 1-GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as indicated and specified. B. Furnish labor, materials, tools and equipment to remove existing storm sewer pipes, sanitary sewer pipes, water mains, intakes, and drainage structures as indicated and specified. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United States Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. o ~ Q 1.04 SUBMITTALS: ? ~ -C C7 ~ A. Locations of disposal sites. ~ ~ ! cn ~"-- PART 2 -PRODUCTS ~ ~ 3 ~ °.° 2.01 MATERIALS: ~ w 0 A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. B. Explosives shall not be used for demolition. PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 24. Structures. Section 2401. Removal of Existing Structures. 02050-1 72949/10.230/MomionTrekBlvd.doc Division 25. Miscellaneous Construction. Section 2510. Removal of Old Pavement. Section 251 1. Removal and Construction of Portland Cement Concrete Side- walks. Section 2515. Removal and Construction of Paved Driveways. Section 2516. Removal and Construction of Retaining Walls and Steps. 3.02 INSPECTION: A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES: A. Utilities 1. Notify all corporations, companies, individuals and state or local authorities owning pipelines, water lines, gas mains, buried and overhead electric facilities, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support and protect said utilities and maintain them in service. 3. If active utilities are damaged or interrupted as a result of work on the project, take appropriate measures to restore service immediately. Restoration of utility services under these circumstances shall be at the Contractor's expense. 4. Active utilities shown on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall be responsible to perform relocation work for their facilities. The ntractc~hall cooperate with these efforts in every reasonable way and shall ~l~ enti'~d to additional compensation for delays resulting from such relocahons2> ~ ~ --~ c~ ~ r B. Site Protection Measures~j ~ cn [""' m ~. CTI 1. Refer to Traffic Control Sheets for details. ~ ~ 3 ~ co 2. Barricade and fence open excavations or depressions resulting from wor~2luring non-working hours and when not working in immediate area. Provide suitable warning devices adjacent to excavations and work areas. Warning devices shall be kept operational during all non-working and non-active periods. C. Site Access Measures Maintain access to businesses at all times during construction. 2. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed. by the Engineer. 02050-2 72949/10.230/MormonTrekBlvd.doc 3. Contractor shall perform demolition and removal operations so as to maintain vehicular access to adjacent properties and businesses to the maximum extent possible. D. Disposals 1. No material or debris shall be buried within the project work area. All unsuitable material resulting from demolitions and removals shall be hauled to and disposed of at aContractor-furnished site approved by the Engineer or to the landfill. The Contractor shall pay the current tipping fee at the landfill. 3.04 DEMOLITIONAND REMOVALS: A. Pavement and Sidewalk Removals 1. Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick, P.C. Concrete, and A.C. Concrete pavements, driveways, alleys, parking lots, and sidewalks. Removal of chip seal or aggregate surfaces is not considered pavement removal. 3. Sawcuts shall be approved by the Engineer. 4. Removal operations shall conform to construction phasing noted on the plans or as directed by the Engineer. B. Sewer Abandonment and Removal 1. Removal shall be at the locations and to the limits noted on the plans or as directed by the Engineer. 2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 90% Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non- shrink flowable mortar and bulkheaded at each end with concrete. 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street as directed by the Engineer. co ° ~~ 1 lioo ~ ~ ~' `z"1 shared\engineer\specs-ii\02050.doc ~~.! ~ ~^~--~- 1 ~ ~~ ~ t.D ~' w 02050-3 72949/ 10.230/MormonTrekBlvd.doc SECTION 02100 SITE PREPARATION PART 1-GENERAL 1.01 SUMMARY: A. Furnish labor, material, tools and equipment to prepare site as indicated and specified. 1.02 REFERENCES: A. IDOT Standard Specifications. ~ ~ ~ ~ "' PART 2 -PRODUCTS ~ ~ ~. None. ~--! ~ ' G ~ ~ 1""' PART 3 -EXECUTION ,-- ~ ~ 3.01 TECHNIQUES: p A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2101. Clearing and Grubbing. Division 25. Miscellaneous Construction. Section 2519. Fence Construction. 3.02 EXISTING TREES, SHRUBSAND VEGETATION: A. All trees, shrubs and vegetation shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as directed by the Engineer. B. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. C. Contractor is responsible for damage outside the limits of construction, and for trees, shrubs and vegetation not designated for removal. The Contractor's liability for tree and shrub damage will be based on the appraised .value, not replacement value, and shall include the cost of appraisal by a qualified arborist. 02100-1 72949/10.230/MormonTrekBlvd.doc 3.03 EXISTING STR UCTURES AND PROPERTY: A. Remove existing signs and posts within the construction area as directed by the Engineer. All permanent traffic signs will be removed, stored, and replaced by the City of Iowa City. Contractor shall provide 48 hour minimum advance notice for sign removal and for sign replacement. Permanent signs will be replaced prior to concrete pours. B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and store any unique supports for mailboxes. Restore mailboxes and their supports to their prior location and condition when road is reopened. 3.04 EXISTING FENCING: A. Only fencing designated by the Engineer shall be removed. B. Sections of fence removed for construction shall be replaced per the applicable bid item. If not addressed, replace with new materials. 3.OS EXISTING UTILITIES: A. Contact appropriate utility representative to verify the presence and location of buried utilities in the construction area. 3.06 EROSION CONTROL: A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion Control. 11/00 sharoakngineer~specs-;~oi ioo.a« a ~ +v Q car ~ ~" ---t rn ~ c'~ Gt7 ~~ ~ ~ W O 02100-2 72949/ 10.230/MormonTrekBlvd.doc SECTION 02220 EARTH EXCAVATION, BACKFILL, FILL AND GRADING PART 1-GENERAL 1.01 SUMMARY: A. Excavating, placing, stabilizing and compacting earth, including trench and rock excavation, addition of borrow and backfill, disposal of .excavated material, and topsoil, strip, salvage and spread. 1.02 REFERENCES: A. IDOT Standard Specifications. d ~,°~ ~~ 1.03 QUALITYASSURANCE: ~ ~ C"~ ci, A. Whenever a percentage of compaction is indicated or specified, use per ~' maximur>~ density at optimum moisture as determined by ASTM D698-91, unless no~ erw~E;. !l~~~ JJ ,3` ~ ~ B. Borrow sites and materials shall be approved by the Engineer prior to use w 4 PART 2 -PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. All sections Division 24. Structures. Section 2402. Excavation for Structures. 3.02 TOPSOIL: A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration and landscaping work. Strip topsoil to a uniform depth of 9 inches to provide sufficient quantity of material for placement of a minimum of 6 inches of topsoil for surface 02220-1 72949/10.230/MormonTrekBivd.doc 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 water entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. B. Dispose of all pumped or drained water without undue interference to other work, or causing damage to pavements, other surfaces, or property. Provide suitable temporary pipes, flumes, or channels for water that may flow along or across the worl~te. o ~-C7 a C. Take all precautions necessary to prevent damage to the work by rain or ~ water ~tering~ the site, whether water entry be overland or by groundwater. CJ -S i ~1 + t~-J cn ~'""" 3.04 TRENCHEXCAVATION: ~ ~ ~ ~~ A. General ~„ ca 1. Excavate trench by machinery to, or just below, designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools, just before placing pipe. Hand shape bell holes and form a flat or shaped bottom, true to grade, so that pipe will have 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 Barricade and fence open excavations or depressions resulting from work during non-working hours and when not working in immediate area. C. Trench Width 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. Refer to plans for allowable trench widths within the pipe envelope for various types, sizes and classes of pipe. D. Trench Excavation in Fill 02220-2 72949/ 10.230/MormonTrekBlvd.doc Place fill material to final grade or to a minimum height of 6 feet above top of pipe when pipe is to be laid in embankment or other recently filled areas. Take particular care to ensure maximum consolidation of material under pipe location. Excavate pipe trench as though in undisturbed material. E. Excavation Near Existing Structures 1. Discontinue digging by machinery when excavation approaches pipes, conduits, or other underground structures. Continue excavation by use of hand tools. 2. Excavate exploratory pits when location of pipe or other underground structure is necessary for doing work properly. F. Disposal of Unsuitable Soil Cj _~ "' C7 1. The Contractor shall notify the Engineer and Iowa Departm~'en`tyof ~itural Resources (DNR) if soil contamination is found or suspected duri~ex`cavation. cr ~ ;-- ,--~- f 2. Soil disposal and remediation method shall be an option outl' ~n tho.IDQ~I"j Construction Manual Section 10.22, and approved by the Iowa d C~. Te Contractor is not to proceed with soil removal and remedia meas~ s until instructed by the Engineer. 3. Disposal site to be provided by the Contractor and approved by the Engineer and Iowa DNR. 4. Contractor is responsible for completing and filing all necessary Federal, State and local government agency forms and applications. G. Care of Vegetation and Property 1. Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided. When required, they shall be performed smoothly and neatly without splitting or crushing. Trim injured portions by use of a chainsaw or loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or tom edges on any roots 1" or larger in diameter or on any branches. Frayed edges shall be trimmed with a utility knife. Do not use tree paint or wound dressing. If conflicts with large roots and branches are anticipated, notify the Engineer. 3. No construction materials and/or equipment are to be stored; piled, or parked within the trees' drip line. 4. Excavators and loaders used on brick surfaces shall be limited to those with rubberized tracks or rubber tires. 5. Do not use or operate tractors, bulldozers, or other equipment on paved surfaces when treads or wheels can cut or damage such surfaces. 02220-3 72949/ 10.230/MonnonTrekBlvd.doc 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. b. Connect drainage tiles to nearest storm sewer. The Contractor shall document the location and elevation of any utility lines encountered. The Contractor shall notify the Engineer whenever a utility is encountered and submit the proposed method of restoring the utility for review and approval. All utility repairs shall be made prior to backfilling the trench. H. Water Services Permanent copper water service lines which are damaged (cut, nicked, bent, crimped, crushed, etc.) shall be replaced from the water main to the curb box with new copper service pipe, without any joints. The cost for this work shall be at the Contractor's expense. 2. In any excavation where existing lead or galvanized iron water services are in the excavation or disturbed area, the Contractor shall replace the existing lead or galvanized piping with new 1-inch or larger copper water service pipe from the water main to the curb box. The Contractor will be paid per the applicable bid item. If there is no bid item, the unit price for the replacement of the water service shall be negotiated prior to commencement of the work. 3. When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two hours. 4. Water service pipe shall be type k soft copper. 3.05 ROCKEXCAVATION: _ rv A. Rock excavation will be considered Class 12 Excavation as defined in ~T Stallard Specification Section 2102.02. ~. ~ ~ c~ --~ ;' B. Explosives shall not be used for rock excavation. ={ ~ cn f-""' ~-G ~~ _ ~ ~ ~, 02220-4 72949! 10.230/MormonTrekBlvd.doc 3.06 BACKFILLING: ..~ A. General ~ ~ r° 1. Do not place frozen materials in backfill or place backfill upon ~~ mi~rial: "7'~ Remove previously frozen material or treat as required before bac~}ll i~ placed. tTi ~ ~~ ~ ~ B. Backfilling Excavations ~ ~ ca 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 be Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. If under pavement, backfill to bottom of the subgrade. If not under pavement, backfill to within 12 inches of finished surface. b. All other areas: Backfill shall consist of suitable job excavated material placed in one foot lifts compacted to 90% Standard Proctor Density. If excavated material is unsuitable, backfill with Class A crushed stone to within 12 inches of finished surface. c. Do not place stone or rock fragment larger than 2 inches within 2 feet of pipe nor larger than 12 inches in backfill. Do not drop large masses of backfill material into trench. C. Backfilling Around or Beneath Structures Do not place backfill against or on structures until they have attained sufficient strength to support the loads, including construction loads, to which they will be subjected. Avoid unequal soil pressure by depositing material evenly around structure. 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 Proctor Density. 11/00 shared\engineer\specs-i 102220.doc 02220-5 72949/10.230/MormonTrekBlvd.doc SECTION 02270 SLOPE PROTECTION AND EROSION CONTROL PART 1 -GENERAL 1.01 SUMMARY.• A. Placement of silt fence, erosion control mat, engineering fabric, revetment stone, and erosion stone. 1.02 REFERENCES: A. IDOT Standard Specifications. B. Iowa Department of Transportation Highway Division "Standard Road Plans Manual", latest edition. 1.03 QUALITYASSURANCE: A. Revetment stone and erosion stone shall meet the abrasion and durability requirements of Section 4130 of the IDOT Standard Specifications. B. Engineering Fabrics (geotextile) shall be of anon-woven material and conform to the requirements of IDOT Engineering Fabric for Embanlanent Erosion Control. 1.04 STORAGE: A. Prior to use, geotextile shall be stored in a clean dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements in ASTM D 4873. PART 2 -PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. ~ o Section 4130. Revetment Stone and Erosion Stone. ~„ Section 4169. Erosion Control Materials. ~" ~ C- Section 4196. Engineering Fabrics. n `c n i ~~ a ~ ~~ ~ 02270-1 72949/10.230/MormonTrekBlvd.doc PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 25. Miscellaneous Construction. Section 2507. Concrete & Stone Revetment. C7 0 and the following IDOT Standard Road Plans: ~ -~ `-' C7 ~ RC-5 Wood Excelsior Mat ,~~ <.r'- l~''-- RC-16 Silt Fence _ m ~ (-~-~ ~~ ~ 3.02 SCHEDULE: ~ w W s A. Silt fence shall be installed at locations indicated on the plans immediately upon completion of grading. Wood excelsior mat shall be placed and staked in seeded areas of swales immediately following seeding. 3.03 GEOTEXTILE: A. Surface Preparation 1. The surface on which the geotextile is to be placed will be graded to the neat lines and grades as shown on the plans. The surface will be reasonably smooth and free of loose rock and clods, holes, depressions, projections, muddy conditions and standing or flowing water. B. Placement 1. Prior to placement of the geotextile, the soil surface will be inspected for quality of design and construction. The geotextile will be placed on the approved surface at the locations and in accordance with the details shown on the plans. The geotextile will be unrolled along the placement area and loosely laid (not stretched) in such a manner that it will conform to the surface irregularities when material is placed on or against it. The geotextile may be folded and overlapped to permit proper placement in the designated area. The geotextile will be joined by overlapping a minimum of 18 inches (unless otherwise specified on the plans or by the manufacturer), and secured against the underlying foundation material. Securing pins, approved and provided by the geotextile manufacturer, shall be placed along the edge of the panel or roll material to adequately hold it in place during installation. Pins will be steel or fiberglass formed as a "U", "L", or "T" shape or contain "ears" to prevent total penetration. Steel washers will be provided on all but the "U" shaped pins. The upstream or up- slope line will be inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across slope laps, securing pins will be inserted through the bottom layer only. Securing pins will be placed along a line approximately 2 inches in from the edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins will be installed 02270-2 72949/14.230/MormonTrekBlvd.doc as necessary and where appropriate, to prevent slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified.. Should the geotextile be torn or punctured, or the overlaps disturbed, as evidenced by visible damage, subgrade pumping, intrusion, or grade distortion, the baclcfill around the damaged or displaced area will be removed and restored to the original approved condition. The repair will consist of a patch of the same type of geotextile being used, overlapping the existing geotextile. Geotextile panels joined by overlap will have the patch extend a minimum of 2 feet from the edge of any damaged area. 4. The geotextile will not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light. In no case will material be dropped on uncovered geotextile from a height greater than 3 feet. 11/00 sharedkngineer~specs-i~102270.doc o ~~ '~ o c~~ ~ ~ ~~ ~ 1 .r ~ ' ` W ~i 02270-3 72949/ 10.230/MormonTrekBlvd.doc SECTION 02510 ASPHALT CEMENT CONCRETE PAVING PART 1-GENERAL 1.01 SUMMARY.• A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact subgrades to receive Asphalt Cement Concrete paving. B. Fumish labor, materials, tools and equipment to place and compact Asphalt Cement Concrete paving. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: (j ° ~~ _ c~ 1. Temperature. ~ h ~ 2. Density of in-place asphalt. ~ ~ fT" t ~ - -- ~ 3. Asphalt content. ! ~ ~ A ~ 4. Density Tests of Base and Subgrade. ~ w -- PART 2 -PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 23. Surface Courses. Section 2303. Asphalt Cement Concrete Mixtures. Division 41. Construction Materials. Section 4126. Aggregate for Type B Asphalt Cement Concrete. Section 4127. Aggregate for Type A Asphalt Cement Concrete. Section 4137. Asphalt Cement. PART 3 -EXECUTION 02510-1 72949/10.23.0/MomionTrekblvd.doc 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases Section 2122. Paved Shoulders. Division 22. Base Courses. Section 2203. Type B Asphalt Cement Concrete Bases. Section 2212. Base Repair. Section 2213. Base Widening. Division 23. Surface Courses. Section 2203. Asphalt Cement Concrete Mixtures. Section 2307. Bituminous Seal Coat. Section 2316. Pavement Smoothness. Division 25. Miscellaneous Construction Section 2517. Concrete Header Slabs. Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3.02 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will not be permitted until the pavement or surface treatment has cured sufficiently to prevent damage as determined by the Engineer. B. Opening to traffic shall not constitute final acceptance. 3.03 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets shall be finished and opened to the public as soon as practicable. 11//00 snareakngineer~cpecs-i 102s l0.dce _ ~ n rv c, ~ ~ C ~ r *t ~ 7 ~~ i _ ~ { ~~ 4~..J ?> w 02510-2 72949/ 10.230/MomionTrekglvd.doc SECTION 02510A HOT NIIX ASPHALT PAVING, BITUNIINOUS SEAL COAT, AND MII~LING. PART 1-GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact subgrades to receive Hot Mix Asphalt paving. B. Furnish labor, materials, tools and equipment to place and compact Hot Mix Asphalt paving. I.02 REFERENCES: A. IDOT Standard Specifications. B. IDOT Supplement Specification 01014. 1.03 QUALITYASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. As per IDOT Supplemental Specification 01014, section 04 Quality Control Program. PART 2 -PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 23. Surface Courses. SS-01014 Hot Mix Asphalt Mixtures. Division 41. Construction Materials. Section 4126. Type B Aggregate for Hot Mix Asphalt. Section 4127. Type A Aggregate for Hot Mix Asphalt. o Section 4137. Asphalt Binder. O a ~ ~ ~ m c-~ i _ -# -Gt~-~ ~ ~ ~~3 3 ~ .~ ~ , A ~ 02510A-1 72949/10.230/MormonTrekBlvd.doc PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases Section 2121. Granular Shoulders. Division 22. Base Courses. Section 2203. Hot Mix Asphalt Bases. Section 2212. Base Repair. Section 2213. Base Widening. Division 23. Surface Courses. SS-01014 Hot Mix Asphalt Mixtures. Section 2316. Pavement Smoothness Division 25. Miscellaneous Construction Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3.02 OPENING TO TRAFFIC: O C? --I --~{{ :Gtr' ~~~- N ca 0 rn n i cn s~. caa A. Opening to traffic, including Contractor's vehicles, will not be permitted until the pavement or surface treatment has cured sufficiently to prevent damage as determined by the Engineer. B. Opening to traffic shall not constitute final acceptance. 3.03 COMPLETION OF WORE: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets shall be finished and opened to the public as soon as practicable. 3.04 AREAS TO BE OVERLAYED: A. Iowa City Streets -Asphalt Overlay NAME LIMITS Old Highway 218 From a rox. 750' South to 575' North of Mormon Trek Boulevard 3.05 PAVEMENT MILLING A. Except as noted herein, all asphalt millings remain the property of the city and will be delivered to the Iowa City Landfill located on Hebl Avenue. 1. Pavement millings needed to construct temporary fillets shall be placed at all vertical edges to facilitate traffic. B. Pavement milling shall occur no sooner than ten (10) working days prior to overlay. The exception to this would be if, after removal of the old asphalt overlay, the existing surface could 02510A-2 72949/.10.230/MormonTrekBlvd.doc no longer support prolonged traffic, then the contractor would be required to place the leveling course immediately following milling and cleaning. C. A header joint shall be milled at full paving width at transitions where new Hot Mix Asphalt Paving abuts an existing Portland Cement Concrete Paving. The PCC paving shall be milled at a depth of no less than two (2) inches over a paving length of 8 feet. This milling shall be considered incidental to the Cleaning and Preparation of base item. 3.06 CLEANING AND PREPARATION OF BASE A. The Contractor shall be responsible for cleaning all surfaces prior to operation.. All loose material shall be removed from the surface and cracks by brooming or air blowing. The City's street sweeping crew and equipment will be available to aid the Contractor with sweeping operations prior to cleaning each street on a one-time basis only. Any subsequent sweeping required will be at the Contractor's expense. 3.07 AGGREGATES ~ ~ 0 o A. Type. ~ c~j 1. Type B aggregates shall be used in base mixtures. ~% ~ ~ r' ~ O~ ~. ~ 2. Type A aggregates shall be used in intermediate and surface mixtures. ,S ~ w B. Gradation. "'~ 1. A %-inch mix shall be used on all streets and all divisions of this project. 3.08 ADJUSTING STRUCTURES A. The Contractor shall adjust all existing manhole rings, valve boxes, catch basins, etc. within the existing pavement. This will include not only structures that need to be adjusted up but also those structures that need to be adjusted down, such as in the areas of full-depth grinding. The leveling course will be placed over the structure. The material over the casting will be removed and the casting will be adjusted to '/8" below the final finished grade. The street surface course will then be placed. New castings to replace old will be provided by the City to be installed by the Contractor where deemed necessary by the Engineer; however, the cost of any damage caused by the Contractor will be deducted from the Contractor's final payment. Adjustment to final grade may be accomplished by raising the casting, bricking and grouting under the casting or concrete adjustment rings. Any removal of existing pavement around the structures must be saw cut. No other methods shall be used unless authorized by the Engineer. The gas and water companies will furnish the necessary adjustment rings to the Contractor at no charge to adjust valve boxes. 3.09 ASPHALT BINDER A. Asphalt binder shall be PG 64-22 on all streets and divisions of this project. 3.10 EXISTING STREET SURFACES 02510A-3 72949/10.230/MormonTrekBlvd.doc A. Where the proposed asphalt overlay meets an existing asphalt street surface, the existing surface shall be sawed and removed or milled as directed by the Engineer so that a clean, smooth and durable joint will be made between existing and proposed surfacing. 3.11 ASPHALT CEMENT CONCRETE REPAIR A. Asphalt concrete repair shall consist of removing the existing asphalt overlay, brick or any other material, and any unsuitable subbase; replacing subbase as necessary; compacting subbase; placing and compacting full-depth asphalt to the level of surrounding brick or asphalt. Multiple lifts may be necessary. Bricks removed for subbase or base repair shall be cleaned and delivered to the Iowa City Street Department located at 3800 Napoleon Lane. 3.12 HOT MIX ASPHALT PLACEMENT A. Lifts A 1'/s" depth intermediate course followed by a 1'/s" depth surface course. B. Compaction Class 1B compaction shall be used on all streets and divisions of this project. 3.13 BITUMINOUS SEAL COAT AND SURFACE TREATMENT WORK: A. Work shall conform to Standard Specification Section 2307 unless specified otherwise in this document. Cover aggregate shall be '/8" Gradation 21. Bituminous material shall be MC-3000. Primer shall be MC-70. 3.14 STREETS TO BE SEAL COATED: There will be no seal coating on this project. 3.1 S PAVEMENT SMOOTHNESS: A. Pavement Smoothness shall meet the requirements of Section 2316 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. The pavement smoothness shall be determined by Schedule B of the Pavement Charts. Profilograph testing and evaluation will be preformed by the Owner. The Section 2316.08 for Payment shall not apply to this project, there will be no smoothness incentive payment. O ~~ ~ c? ~ ~' -~7 = ~ r~-/ cn ~~ a ,~~ w 1 02510A-4 72949/ 10.230/MonnonTrekBlvd.doc SECTION 02520 PORTLAND CEMENT CONCRETE PAVING PART 1-GENERAL 1.01 SUMMARY.• A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact subgrades to receive Portland Cement Concrete paving. B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint and cure Portland Cement Concrete roadways, parking area slabs, driveways, and sidewalks at the locations and grades noted on the plans. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. Compressive Strength Tests. Q ~ "' 2. Entrained Air. C7 "" ~, ~ ~ ~ 3. Slump. ~ rte- r ~ (`" 4 D it T t f B d S b d ~ ~ ~ ~ ~~ . ens y es s o ase an u gra e. ~ ~ PART 2 -PRODUCTS w 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Sections 4101 through 4122. B. Aggregate durability class for all Portland Cement Concrete paving shall be Class 3. 02520-1 '72949/10.230/MomzonTrekBlvd.doc PART 3 -EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform ~ the following divisions and sections of the IDOT Standard Specifications: (~ C~ o Division 21. Earthwork, Subgrades-and Subbases. ~ ~ c~~s --~ Section 2111. Granular Subbase. ~ ~ ~ ~.-. Division 22. Base Courses. ~ ~ _ Section 2201. Portland Cement Concrete Base. ~ ~ ~ Section 2212. Base Repair. y ca Section 2213. Base Widening. '- Division 23. Surface Courses. Section 2301. Portland Cement Concrete Pavement. Section 2302. Portland Cement Concrete Pavement Widening. Section 2310. Bonded Portland Cement Concrete Overlay. Section 2316. Pavement Smoothness. Division 25. Miscellaneous Construction. Section 2512. Portland Cement Concrete Curb and Gutter. Section 2515. Removal and Construction of Paved Driveways. Section 2517. Concrete Header Slab. Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3 02 CURING AND PROTECTION OF PAVEMENT: A. Curing compound shall be applied immediately following fmishing of the concrete, including back of curb. 3.03 ENVIRONMENTAL REQUIREMENTS: A. When concrete is being placed in cold weather and temperatures may be expected to drop below 35°F, the following requirements must be met for concrete less than 36 hours old: 24 Hour Temperature Forecast Covering Minimum 35-32° F One layer plastic or burlap. Minimum 31-25° F One layer plastic and one layer burlap or two layers burlap. Below 25° F Commercial insulating material approved by the Engineer. B. Concrete shall be protected from freezing temperatures until it is at least five days old. C. Concrete damaged by cold weather shall be removed and replaced at the Contractor's expense. 02520-2 72949/1~0.230/MomionTrekBlvd.doc D. Maximum allowable concrete temperature shall be 90° F. E. If concrete is placed when the temperature of the concrete could exceed 90° F, the Contractor shall employ effective means, such as precooling of aggregates and/or mixing water, as necessary to maintain the temperature of the concrete as it is placed below 90° F. 3.04 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will not . be permitted until the compressive strength of 6" dia. x 12" cylinders is at least 3,000 lb. per square inch. B. All joints in the pavement shall be cleaned and sealed per IDOT 2301.25 prior to opening the street(s) to traffic of any kind. C. Opening to traffic shall not constitute final acceptance. 3.05 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets and sidewalks shall be finished and opened to the public as soon as practicable. B. Contractor shall notify the Engineer if weather conditions make it difficult to use Class M concrete, when specified. 11/00 sharedknginecr~specs-i 102520.doc Q ~ ~ cOia ~ n ~ n ' f"' ~C? 1 ~ -.._. ~ (~-7~-~ •~ f ! ~-J t ~ -.. 02520-3 72949/10.230/MormonTrekBlvd.doc SECTION 02524 CURB RAMPS PART 1-GENERAL 1.01 SUMMARY: A. Construct sidewalk curb ramps to meet ADA specifications. 1.02 REFERENCES: A. Americans with Disabilities Act (ADA): ~ Accessibility Guidelines for Buildings and Facilities. B. City of Iowa City Design Standards. C. Iowa DOT ADA Curb Ramp Compliance (Alterations) - (11A11) 1.03 QUALITYASSURANCE: A. Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of curb ramp construction. B. Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope requirements will be, at the Engineer's discretion, removed and replaced at the Contractor's -_.. ~ expense. © d ~„ PART 2 -PRODUCTS ~~.~ 2.01 MATERIALS: ~ ~' ~ ~ ~ '~ A. Section 03350, Colored Concrete Finishes ~.,~'~ ~ ~ w PART 3 -EXECUTION '' 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the Iowa DOT ADA Curb Ramp Compliance (Alterations) - (11A-4) and the following sections of the Americans with Disabilities Act (ADA) B Accessibility Guidelines for Buildings and Facilities. Section 4. Accessible Elements and Spaces: Scope and Technical Re- quirements Section 14. Public Rights-of--Way 02524-1 72949/10.230/MormonTrekBlvd.doc 3.02 SLOPES: A. Cross slope refers to the slope that is perpendicular to the direction of travel. Running slope refers to the slope that is parallel to the direction of travel. B. Curb ramp cross slopes should be no greater than 1:50 or 2% to a level plane. C. Curb ramp running slopes should be no greater than 1:12 or 8.33% to a level plane unless existing conditions do not permit and layout is approved by the Engineer. 3.03 PORTLAND CEMENT CONCRETE THICKNESS: A. 6-inch thick colored P.C.C. will be placed at all curb ramps unless otherwise directed by the Engineer. 11/00 ~a~g~e~~~~-ino2sia.a~ ~ as ~ c°" ~ --~ t-7 + t t~ -- ~ ~ ~ ~ ("~") v W 02524-2 72949/10.230/MormonTrekBlvd.doc SECTION 02660 O' WATER DISTRIBUTION c~ PART 1-GENERAL ~m ~fi I.OI SUMMARY.• A. Furnish, install and test water distribution system as indicated and specified. 1.02 REFERENCES: ~ --~ cn r--- s. I"T J w 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 1. Reference Manual C. American National Standards Institute and American Water Works Combined Standards: 1. ANSUAWWA-C104/A21.4: Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water 2. ANSUAWWA-0105/A21.5: Polyethylene Encasement for Ductile-Iron Pipe Systems 3. ANSUAWWA-0110/A21.10: Ductile-Iron and Gray-Iron Fittings, 3-inch through 48-inch, for Water and Other Liquids 4. ANSUAWWA-C111/A21.11: Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings 5. ANSUAWWA-C150/A21.50: Thickness Design of Ductile-Iron Pipe 6. ANSUAWWA-C151/A21.51: Ductile-Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSUAWWA-C153/A21.53: Ductile-Iron Compact Fittings, 3-inch through 24- inch, and 54-inch through 64-inch for Water Service 8. ANSUAWWA C502: Dry-Barrel Fire Hydrants 9. ANSUAWWA C504: Rubber-Seated Butterfly Valves 10. AWWA C509: Resilient-Seated Gate Valves for Water Supply Service. 02660-1 72949/ 10:230/MormonTrekBlvd.doc 11. ANSUAWWA C510 Double Check Valve Backflow-Prevention Assembly 12. ANSUAWWA C511 Reduced-Pressure Principal Backflow-Prevention Assembly 13. ANSUAWWA C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSUAWWA C600***: Installation of Ductile-Iron Water Mains and Their Appurtenances 15. ANSUAWWA C651***: Disinfecting Water Mains 16. ANSUAWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12- inch for Water Distribution D. American Water Works Association: 1. AWWA Manual M23***: PVC Pipe-Design and Installation 2. AWWA Manual M17***: Installation, Field Testing, and Maintenance of Fire Hydrants E. American Society for Testing Materials: 1. ASTM D2241 F. Manufacturers Standardization Society: 1. MSS-SP-58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS-SP-69 Pipe Hangers and Supports Selection and Application G. Uni-Bell PVC Pipe Association: 1. UTTI-B-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C-900 or C-905. 1.03 SUBMITTALS: A. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be kept at the work site at all times. B. Shop and Working Drawings: Q 1. Pipe layout with valves, fittings and hydrants shown `S ~~ 2. Valves ~ ~' 3. Hydrants ~~ """ 4. Fittings ! ~~`, ~ ~ 5. Bolts c,~ 02660-2 72949/10 .230/MormonTrekBlvd.doc 6. Joints 0 a 0 7. Tapping sleeves, couplings, and special piping materials. ~ C7 ~i c 8. Polyethylene {-7 ~ ~ `~' ~ 9. Thrust block designs and details ~ ~ ` ~ !~ ~~ 10. Special backfill f ~ ~ `} ~ A ~ D ^ ca C. Certificates: Sworn certificates of shop tests showing compliance with appropriate Standard for all piping materials. D. Manufacturer's Literature: 1. 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 distribution system. Submit 2 weeks prior to date of planned operation. 1.04 QUALITYASSURANCE: A. Engineer reserves the right to inspect and test by independent service at manufacturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation. 1.05 TIME: A. Time is of the essence for water main construction work. All work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. 3. For review, comments, and approval of plans of operation, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours notice. PART 2 -PRODUCTS 2.01 All products used for this work shall be from the list of "Accepted Products for Water Distribution Materials" contained in the Iowa City Water Division Reference Manual and found in Appendix A. If there is a discrepancy between the Iowa City Water Division Reference Manual and Appendix 02660-3 72949/10.230/MonnonTrekBlvd.doc A, the Iowa City Water Division Reference Manual prevails. 2.02 DUCTILE-IRONPIPE: A. B. C. D. E. Thickness design shall conform to ANSUAWWA C150/A21.50. Manufacture shall conform to ANSUAWWA CI51/A21.51. d c~ ° ~~ n~ ~ ~ ---i C~ cn ' r - :-~ f rl ~c~. t -r - ~ F r 1 ~~ ~ ~ ~ ~ to Thickness for direct bury piping, unless otherwise indicated or specified, shall be class 52. Thickness for pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53. Cement mortar lining shall conform to ANSUAWWA C104/A21.4. 2.03 DUCTILE IRONPIPE JOINTS: A. Single rubber-gasket push-0n joints or mechanical joints conforming to ANSUAWWA C111/A21.11. Furnish with all necessary hardware and gaskets. B. Bell-and-spigot pipe joints conforming to ANSI A21.6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffm 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 of push-on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.04 POLYirINYL CHLORIDE PIPE: A. Pipe shall conform to ANSUAWWA C900 and shall be thickness class DR 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 of low molecular weight petroleum products or organic solvents or vapors. C. PVC pipe shall not be installed under public roadways and shall not be used around cul-de-sacs or other small radius curves. 2.05 FITTINGS: A. All fittings shall conform to ANSUAWWA C110/A21.10, with pressure rating of Class 250. B. Mechanical joint fittings shall be ductile iron compact ANSUAWWA C153/A21.53 or 02660-4 72949/ 10.230/MormonTrekBlvd.doc ductile standard ANSUAWWA C110/A21.10. Large fittings, 12-inch through 20-inch shall be ductile iron standard ANSUAWWA C110/A21.10. Swivel tees shall be ductile iron standard ANSUAWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSUAWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be furnished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor- Blue bolts and nuts. Verify the gasket seats are not made in egular by improper application of the lining materials. 2.06 VALVES& VALVEBOXES: A. Gate valves shall conform to ANSUAWWA C509. 1. Valves shall be full line size gate valves with epoxy coating inside and outside and contain stainless steel nuts and bolts. 2. Valve bodies shall be ductile iron or cast iron. .Working pressure of the valve shall be at least 200 psi and gaskets rated at 250 psi. 3. Valves shall have a standazd 2-inch squaze operating nut and shall open left. 4. Valves shall be capable of being repacked or replacing o-rings under pressure. 5. Valves are to be non-rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSUAWWA C504, for buried service, Class 150B. 1. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. N 3. Working pressure of the valve shall be at least 150 psi. ~ U° 3, C7 `"' 4. Valves shall be short body pattern with mechanical joint ends ~ ~ `'' -~ cry--' c%~ 5. Shaft seals shall be o-ring type. ~ ~ ~ ,~~ ~~ ~ 6. Valve shall have manual operator with a 2" square operating~ut fo~ operation of the valve and shall open left. ,- 7. All interior and exterior cast iron, ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and nuts. C. Tapping Valves shall be as specified for resilient-seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged 02660-5 72949! 10.230/MormonTrekBlvd.doc to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. 1. Tapping valves be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless nuts and bolts. 3. Valves shall be furnished with all joint accessories. D. Valve Boxes shall be 2-piece or 3-piece slip type, range 51" to 71". Use lids marked "water". 2.07 HYDRANTS: Specification standard: ANSUAWWA Standard C502 Type of shutoff: Compression Type of construction: Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. Main valve opening: Nozzle arrangement and size Nozzle thread: Type of inlet connection: Size of inlet connection: Depth of bury: Direction of opening: Packing: Size and shape of operating nut: Working pressure: Color: 4'/z inches for 12" water main and under 5'/4 inches for 16" water main and above 3 nozzle, two 2%z-inch hose nozzles and one 4%i-inch pumper nozzle, with caps attached with chains National Standard Hose Threads Mechanical Joint 6 inch Depth of bury shall be 6 feet Open to right (clockwise) Conventional or O-Ring 1 %2 inch, standard pentagon 250 psi Safety Red 02660-6 C7 Q n ~ r° '.~... :~ ~ ~ ~- rt~; ~ ~ ~ ~~ 72949/ 10.230/MornionTrekB lvd. doc 2.08 SPECIAL FITTINGS: A. Special pipe fittings must be approved by the Engineer. B. Special fittings must be the same diameter, thickness and pressure class as standazd fittings. C. Special fittings maybe manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection. D. Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. 2. Shall meet the OD requirements for Class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Required for 12" and larger pipe or under paving. E. Stainless Steel Tapping Sleeves: 1. Shall be epoxy coated with ductile-iron flange and stainless steel bolts. 2. Shall meet the OD requirements for class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Shall be compatible with Mueller, Clow, Kennedy, or U.S. Pipe F. Stainless Steel Repair Clamps: 1. All stainless steel, single section, double section, or triple section, depending upon size of main. 2. Shall have stainless steel bolts and nuts. 2.09 GASKETS, BOLTS, AND NUTS: A. B Mechanical joints made with: 1. Bolts: 3/4 inch NSS Cor-BLUE. 2. Bolt studs with nut on each end. ?~ . ~~ ~ r~ crt ~ ~. t'~' ~ ~ ~ ~~ .~ - t.~ All thread rod used to restrain fittings shall be stainless steel and 3/4" diameter. 02660-7 72949/10.230/MormonTrekBlvd.doc Z.10 LOCATION WIRE: A. Location wire shall be #12 solid copper, THHN insulation in yellow or orange color. 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood (i.e. oak or maple). Do not use creosoted lumber in contact with piping materials. 2.12 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, 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 control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. PART 3 -EXECUTION 3.O1 REFERENCES AND DOCUMENTS: 3.02 A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile-iron pipe shall be installed in accordance with ANSUAWWA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23 and Uni-Bell PVC Pipe Association U1vI-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 constr~on feat~es. Examples of special buried features would be: ~° ~C7 .~ - 1. Offsets in alignment. C~ ~ h `~ ~ T7 2. Changes in depth, depth greater than 8 feet or less than 5 feet. ~~ ut /'` 3. Special fittings or construction materials. ~ ~ ~~'iC ~' ~ `..1 RECEIi~ING, STORAGEAND 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. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. 02660-8 72949/ 10.230/MormonTrekBlvd.doc _ ra C. Within the "Storage" language of AWWA M23, change "should" to "sh~" ~~ ~ ~ D. Within the "Handling" language of AWWA M23, change "should" to "s~l~ `~ ~. { ~ ~ 1~"' 3.03 LOCATION, ALIGNMENT, SEPARATION & GRADE: ~ ~ ~,. s ..}~ A. Water mains, valves, hydrants, and special fittings shall be installed in ~locati~'s shown on the plans or as directed by the Engineer. tv B. Contractor shall have all buried utilities located by the 1-800-ONE-CALL service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of 5% feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances. Additionally, one full length . of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. No water pipe shall pass through or come in contact with any part of a sewer manhole. A minimum horizontal separation of 3 feet shall be maintained. F. All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be marked with a wire for the entire length to make electronic location possible. 1. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'clock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding. Make few splices and splice the wire together using a Twister DB Plus Wire Connector. 3. Bring the wire to the ground surface at each fire hydrant and loop wire in a Valvco tracer wire terminal box. These boxes shall be located between the hydrant and the hydrant valve with at least two feet of extra wire inside the box. Install the terminal box perpendicular from the hydrant and parallel with the valve box, one- foot from the hydrant base. The tracer wire terminal box must be installed flush with the finished grade. If there is no fire hydrant within SOO~feet, bring the wire to the surface in a "daylight box" which is a full-size valve box and mark the drawings appropriately. 02660-9 72949/10.230/MormonTrekBlvd.doc 3.04 PIPE BEDDING AND BACKFILLING: A. Ductile-iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall conform to UNI-B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose, natural, fine soil which is compacted by 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 directe~y the Engineer. 0 D. Set valves and hydrants on precast concrete bases. ~"' --~ n '~ `~ -`' ut ~ 3.05 PIPE RESTRAINT: A. Thrust Restraint: ~ ~ ~" y~ w 1. For pipe smaller than 10" diameter, concrete block shall be used, places the concrete block next to the fitting and undisturbed soil. For 10" and larger diameter pipe, blocking shall be by cast-in-place concrete. Cover fittings and joints with 10 mil. polyethylene before placing concrete. Brace fittings with hardwood 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: Where indicated or necessary to prevent joints or sleeve couplings from pulling apart under pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. C. Dead Ends 1. Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked against thrust. 3.06 JOINTS AND COUPLINGS: A. Push-on Joints: 1. Inspect bell grooves and clean to assure complete gasket seating. 2. Use extreme care to prevent separation of joints already installed. Do not use push-on joints when boring. Griffin Snap-Lok shall be used in casing with locking rubbers. 02660-10 72949/ 10.230/MormonTrekBlvd.doc B. Mechanical Joints: 1. The range of torque for tightening bolts which is indicated in ANSUAWWA C600 may be somewhat affected by the temperature. On cold days, more torque may be required. 2. Use extreme caution when tightening cast iron fittings to avoid breaking the ears of the flanges. An average worker should not use a wrench longer than 10 inches. 3. On PVC pipe connections to MJ joints, cut the bevel off the endOthe PV~ipe to get full pipe diameter in the joint. o 4. Do not deflect pipe at joint. C7 ~ ~~-, ~ --(1 C. Sleeve-Type Coupling: ~ ~ A ~~~ ~~ ~ J 1. Clean pipe ends for distance of 12 inches. ~ ~ `•° 2. Use soapy water as gasket lubricant. D ~ r'`~ Carefully mark and place the sleeve coupling in the center of the joint. 3.07 TAPPED CONNECTIONS UNDER PRESSURE: A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 4-inch to 8-inch in diameter and larger may be done by the Water Division or by a subcontractor at Contractor's cost. If by Contractor or a subcontractor, the City must approve the personnel, materials, and method in advance of the work. Water Division staff must be on site at the time of the tap. C. Anew 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 ANSUAWWA C205/A21.5 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas where PVC main could not be used. 3.09 HYDRANT INSTALLATION.• A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. Aset-back of 4 feet from the curb line is recommended. 02660-11 .72949/10.230/MormonTrekBlvd.doc D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break-off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with hardwood lumber to resist thrust at the pipe connection. F. The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break-off flange. 3.10 WATER MAIN OPERATIONS: A. All work which involves operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division. B. An accurate and legible copy of the "as-built" drawings must be on file in the Water Division office prior to using the water supply. C. Contractor shall submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow yariations~ the water distribution system and existing customers. ~ ~ o ~' -- 3.11 DISINFECTION FOR POTABLE WATER SYSTEMS: ~ ~ ~ ~ -=# n cn ~'-=- A. General ~ ~ r~ ~~ ~ ~ 1. Upon completion of a newly installed water main or when rep~s~`o an~tisting water system are made, the main shall be disinfected accordir~' to ins~ctions listed in ANSUAWWA C651 and the following specifications. N B. Special Disinfection Requirements 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 maintain scouring velocity (2 fps) during flushing. The minimum uniform concentration of available chlorine used for disinfection shall be 50 mg/L. Use either the granulated/tablet or continuous feed method with modifications as described in 3.11 C or D below. 02660-12 72949/1.0.230/MomionTrekBivd.doc 4. The chlorinated water shall be retained in the main at least 24 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the treated water shall contain no less than 25 mg/L chlorine throughout the length of main. 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 mg/L and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than '/< of the main diameter. For 6-inch through 12-inch water mains, a single 2%-inch fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 6. Collect a bacterial sample from the end of each line or 800-1,000 feet 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 coliform organisms, the hydrostatic test may proceed. C. Tablet Method of Chlorine Application 1. Use ANSUAWWA C651, however slowly fill the main (less than 1 cubic foot per second) with system water, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlorine Application 1. Prior to applying chlorine, do a preliminary flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than not less than'/. of the main diameter. For 6-inch through 12-inch water mains, a single 2'h-inch fire hydrant opening is adequate. 2. Add the water and chlorine solution with the required concentrati~to fill t~;main completely. ~ C7 ~ c-~ ~ 3.12 TESTING: C`~ "`' j ~ cn jr' A. Filling the water main: ~ m a• ~~ ~~ ~ ~ 1. Fill the newly constructed water main system slowly using tr d publ~' water under low pressure and low flow. The objective is to displace ai with wa~ while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow the water main to fill and slowly release the air. When the main being filled has released nearly all air, surging should diminish and water released from the hydrant should flow in a steady stream. Monitor and control the released water to minimize damage. 02660-13 72949/10.230/lvlormonTrekBlvd.doc 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: 1. Conduct combined pressure and leakage test in accordance with ANSUAWWA C600. 2. Pressure test off the hydrants or furnish and install temporary testing plugs or caps. Furnish pressure pumps, pipe connections, meters, gauges, equipment, potable water and labor. Use only potable water for testing. 3. Test after disinfection operations are successfully completed. If testing operations require reconstruction or repairs during which the interior of the pipe is exposed to contamination, disinfection will be required again. 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 5. Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specif ed pressure for two hours with no additional pumping means the water main has failed to pass the test. 7. ff 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. N C. Valve Operations: ~ ~„~ 1. All valves shall be located and tested to verify operation. Remov~t valve bo~ lid, insert the valve key and open and close each valve. Count the tm~~nd f~ord~ the results. ~ ~ ~ D. Hydrant Operations: ~~ `'D p ~`' 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to turning. 02660-14 72949/ 10.230/MomionTrekBlvd.doc 3. After hydrant has been flushed, close it and check for drainage. Phis is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. E. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. Flow Test: 1. Flow tests shall be conducted to verify all components of the water system are fully open and operational and to determine the fire flow capacity. 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test 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. o N O ~~ ~ ~ ~ ~ c~ -` c-, ~ i~' ~~ ~~ ~ ~..~ ~" ~ ~ w 02660-I S 72949/10:230/MormonTrekBlvd.doc APPENDIX A Accepted Products for Water Distribution Materials WATER PIPE: (Ductile) ANSUAWWA - AZ1.51/C151 American, Clow, Griffin, McWane, Tyler, and US Pipe Class 52 for direct bury piping unless other wise indicated or specified. Class 53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: (PVC) (Class 150) - C900 C900 thickness class DR18 (6" thru 10") FITTINGS: (Ductile Iron Standard) ANSUAWWA - A21.10/C110, 250 psi (Ductile Iron Compact) AWWA C153, 350 psi Clow, Tyler/Union, U.S. Pipe, or Griffin TAPPING SLEEVES: (Full Body Ductile Iron) for 12" and larger or under ~veme~ Clow - F-5205, Mueller - H615, Kennedy, Tyler/Union, Kennedy, American Flo~tro~ Series 2800, or U.S. Pipe - T-9 ~ ~ ~' ~'1 cn TAPPING SLEEVES: (Stainless Steel) ~ ~ ~,,. 'T1 Smith Blair - 662 or 663, Ford FAST, Mueller-H304, Romac SST, JCM-432 ~ ~ ~ MECHANICAL JOINT RESTRAINT DEVICE: (Megalug) ~' N Ebaa Iron Sales Inc. STAINLESS STEEL REPAIR CLAMPS: Smith-Blair-261, Ford FS1, Romac SS1 VALVES: (Resilient Seated Gate Valves) ANSI/AWWA - C509 Clow F-6100, Kennedy 1571-X, Mueller Resilient Seat - A-2360-20, American Flow Control - AFC-500, or U.S. Pipe Metro Sea1250 #5460 VALVES: (Butterfly) ANSI/AWWA C504, Class 150B Clow, Pratt, Mueller, American Darling, Kennedy, M & H, or DeZurik VALVES: (Tapping) Clow - F - 6114, Mueller - T-2360-16, Kennedy 4950, U.S. Pipe Metro Sea1250 #5860, or American Flow Control-865 VALVE BOXES: Tyler - (Series 6855 & Item 666A, Range 51" to 71") East Jordan Series 8555 & Item 666A -Range 51" to 71" HYDRANTS (4'/Z" for 12" and under) (5'/4" for 16" and above) AWWA C502 Clow F-2545 Medallion, Kennedy Guardian K-81, Mueller Super Centurion 250, American 02660-16 72949/10.230/MormonTrekBlvd.doc Darling - MK 73 for 4 1/2" & B84-B for 5 1/4" SLEEVE TYPE COUPLING: Standard solid black sleeve - Tyler/Union 5-1442, Griffin Bolted Straight Coupling -Smith-Blair 441 or Romac Style 501 STAINLESS STEEL REPAIR CLAMPS (with stainless steel bolts & nuts): Smith-Blair 261, Romac SS 1 or Ford FS 1 TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter WaterPro or Utility Equipment - Valvco -95E -2 %2" ID with lockable cast-iron lid -minimum 18" long, telescoping TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector POLYWRAP: 8 mil polyethylene encasement WIRE: #12 solid copper, THHN insulation in yellow or orange 07/03 N ~ ~ sn~rea~~a~~~~s-~ ~o2~o.a~ C) ``~ `; ~ ~ ~ ~`_" ~7 ~ ~ ~. ~ ~ ~ to N 02660-17 72949/10.230/MormonTrekBlvd.doc SECTION 02700 SEWERS PART 1 -GENERAL 1.01 SUMMARY: 0 N C7 ~ nC,, ~ cr ~ ~ ~ ~~ A ~ ~ D w rv A. Construction of piping and structures for the collection and transmission of wastewater and storm water. 1.02 REFERENCES: A. Reinforced Concrete Pipe -For Sanitary and Storm Sewers 1. ASTM C76, latest edition, Standard Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM 0443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C361, latest edition, Standard Specification for Reinforced Concrete Low- Head Pressure Pipe. B. Reinforced Concrete Arch Pipe -For Storm Sewers 1. ASTM C506, latest edition, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe. C. Vitrified Clay Pipe 1. ASTM C700, latest edition, Standard Specification for Vitrified-Clay Pipe, Extra Strength, Standard Strength, and Perforated. 2. ASTM C425, latest edition, Standard Specification for Compression Joints for Vitrified-Clay Pipe and Fittings. D. Ductile Iron Pipe 1. ANSUAWWA-A21.5/C151, latest edition, Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. 2. ANSUAWWA- A21.50/C150, latest edition, Thickness Design of Ductile-Iron Pipe. 3. ANSUAWWA-A21.53/C153, latest edition, Ductile-Iron Compact Fittings, 3 in. through 16 in., for Water and Other Liquids. 4. ANSUAWWA-A21.11/C111, latest edition, Rubber-Gasket Joints for Ductile-Iron Pipe and Gray-Iron Pressure Pipe and Fittings. 02700-1 72949/10.230/MormonTrekBlvd.doc 5. ANSUAWWA-A21.4/C104, latest edition, Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 1.03 Poly Vinyl Chloride (PVC) Pipe -For Sanitary Sewer Service Lines E. 1. ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2729, latest edition, PVC Sewer Pipe and Fittings 4. ASTM D3034, latest edition, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings 5. ASTM D3212, latest edition, Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals PVC Truss Pipe -For Sanitary Sewers F. 1. ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practiice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2680, latest edition, Standard Specification for Acrylonitrile-Butadiene- Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Composite Sewer Piping 4. ASTM F477, latest edition, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe G. Manholes 1. ASTM C478, latest edition, Standard Specification Concrete Manhole Sections. H. Intake Structures IDOT Standard Specifications. 2. Iowa Department of Transportation Highway Division Manual", latest edition. QUALITYASSURANCE: _ N for Pre Rein~i}ced C7 0 ~ ~ ~ n ._ ._ ~ ~ ~i t ~ t ~;r s~• . ~ ~ i -~ ^ .r u? "Standi~ Roadc.Blans N 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. 02700-2 72949/10.230/MormonTrekBlvd.doc C. Reinforced concrete pipe shall be manufactured by such means to minimize cage twist. Pipe displaying cage twist in excess of 30 degrees, as demonstrated by the form seam, will be rejected. D. Details of gasket installation and joint assembly are subject to acceptance by the Engineer. E. All materials judged to be of poor quality will be marked by the Engineer and promptly removed from the site by the Contractor and replaced with new. F. All pipe must pass the leakage tests specified in Part 3 of this section. 1.04 SUBMITTALS: A. Concrete Pipe: Submit current Iowa Department of Transportation certification. B. Vitrified-Clay Pipe: Submit shop drawings of gasket installation and joint assembly. C. Shoring: Submit plans for all shoring, excluding trench boxes, certified by a professional engineer registered in the State of Iowa. This submittal will not be reviewed for structural adequacy by the City. ,..., U ~' PART 2 -PRODUCTS ~ ~ a 2.01 MATERIALS: ~ t-7 ~ {`-- A. Reinforced Concrete Pipe -For Sanitary and Storm Sewers ~ ~ ~ ~ ~:~ ~ 1. Joints: All joints will be confined O-ring gasket meeting ASTM C~3br ~M C361, as specified. All pipe 36-inch diameter and smaller will have~iell and s~'got joints. Pipe larger than 36-inch diameter may have tongue and groove joints. 2. Wall Thiclrness: Minimum wall thickness will be B-wall as defined in ASTM C76 or Class C25 as defined in ASTM C361. 3. Pipe Strength: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76 or as defined in ASTM C361. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. Lift holes are not allowed. 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. 7. Coat interior pipe barrel and entire joint surfaces of sanitary sewers with two- component coal-tar epoxy-polyamide black paint or approved equal. a. Lining Material: Steel Structures Painting Council (SSPC) Specification No. 16, Table 1: 02700-3 72949/10.230/MormonTrekBlvd.doc Minimum epoxy resin content 34 to 35 percent by dry film weight, minimum sag resistance 40 mils., and minimum solids 80 percent by volume. b. Cure pipe, sand blast and thoroughly clean surfaces, and remove all loose materials. c. Apply lining by airless spray to pipe barrel in multiple coats: Prime with thinned coating, apply top coats, provide recommended curing time between coats, and dry film thickness. Not less than 25 mils or more than 30 mils. d. Apply lining by brushing all joint surfaces: Prime with thinned coating, apply top coat or coats, provide recommended curing time between coats, and minimum dry film thickness - 8 mils. e. Cure pipe lining according to the manufacturer's recomm~dation~ days minimum. `j' C~ ~~ ~~ ~ B. Reinforced Concrete Pipe -For Storm Sewers n -~. ~ cn t"~'" 1. Joints ~ ~~-- -~ ~" , a. Circular pipe: All joints will be confined O-ring or profi~ et ~~~e,eting~-~ ASTM C443. All pipe 36-inch diameter and smaller have be"`Il and spigot joints. Pipe larger than 36-inch diameter may ave tones and groove joints. b. Arch pipe: All joints will be sealed with mastic wrap. Wrap exterior of each joint with engineering fabric. 2. Wall Thickness a. Circular pipe: Minimum wall thickness will be B-wall as defined in ASTM C76. b. Arch pipe: Minimum wall thickness as defined for in ASTM C506. 3. Pipe Strength a. Circular pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. b. Arch pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III A as defined in ASTM C506. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 02700-4 72949/10.230/MormonTrekBlvd.doc 5. Lift holes are not allowed. C. D. 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. Vitrified Clay Pipe 1. Joints: Shop drawing of gasket installation and joint assembly, subject to approval of the Engineer. 2. All pipe shall be "extra strength" as defined by ASTM C700. 3. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. Ductile Iron Pipe 1. Joints: Use push on joints unless otherwise specified on the plans. 2. Thickness: Unless otherwise indicated or specified, use Class 52. 3. Lining and Coating: a. Inside of pipe and fittings: Double thickness cement lining and bituminous seal coat conforming to ANSI A21.4. b. Outside of pipe and fittings: Standard bituminous coating conforming to appropriate ANSI. E. F. 4. Minimum Bedding -Type 5 per ANSUAWWA C150/A21.50 with compacted granular material to the springline of the pipe. PVC Truss Pipe -For Sanitary Sewers 1. All PVC truss pipe shall be made of PVC compound having a minimum cell classification of 12454 as defined in ASTM D1784. 2. Joints: Gaskets shall comply with all requirements in ASTM F477 and F913. Joint shall meet the requirements of ASTM D 2680 and ASTM D3212. 3. Pipe shall have a minimum pipe stiffness of 200 psi at 5% deflection. 4. Minimum Bedding -Crushed stone encasement to the top of the pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the . minimum bedding depth shall be 4" below the pipe. ~a Poly Vinyl Chloride (PVC) Pipe -For Sanitary Sewer Service~Lines Q ICJ ~ 1. All PVC pipe shall be manufactured in accordance with ASTM D3 ~ c~'7 -n cccccc~~~~~~ i 2. Joints: ASTM D3212 gasketed. ~ tom- ~ ~' f`~ x~. i~ 3. AI14" and 6" services shall be SDR 23.5. ~ ~ ~ D` ~' fA) N 02700-5 72949/10.230/MormonTrekBlvd.doc 4. Minimum Bedding -Crushed stone encasement to 6" above pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4" below the pipe. G. Corrugated Plastic Pipe for Subsurface Drainage 1. Corrugated PVC with a smooth interior wall shall meet the standards of ASTM F949 and be constructed of resins meeting the requirements of ASTM D 1784, cell class 12454B. 2. Corrugated HDPE with a smooth interior wall shall meet the standards of AASHTO M-252 and M-294. 3. Minimum Bedding - Drainable stone encasement to 6" above pipe. H. Manholes 1. Joints: All joints will be confined O-ring or profile gasket meeting ASTM C443. 2. No lift holes through the entire wall. 3. Mark date of manufacture. 4. Inverts: Precast and cast-in-place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in directions of inverts shall be smooth and rounded to the maximum extent possible to supplement flow through the manholes. 5. All manholes are 4-foot diameter unless noted otherwise. 6. Manhole frame and lid to be Neenah R-1670, self-sealing, East Jordan 1117, self-sealing or approved equal. ff in paved area, casting shall also benon-rocking. 7. Manholes in paving shall have an interior Cretex chimney seal (or approved equal) that spans from the casting to the cone section. 8. Sanitary sewer manholes shall be manufactured with an internal polyvinyl chloride (PVC) liner, T-Lock as manufactured by Ameron or approved equal. Risers shall be lined from below fillet to bottom of flat top. Flat top shall be lined on underside and an interior of access opening. I. Bedding: 1. Granular bedding material shall consist of porous backfill material, IDOT S~dard Specification Section 4131 and Section 4109, Gradation No. 29. Cj v ~ PART 3 -EXECUTION t7 n ~ c ~ ; -~ 3.01 INSTALLATION OF PIPE: ~ rte- n~ ~ ~ ~ ~. A. Inspect before installation. Remove and replace defective sections. ~. ~'* ~n ~--~ ~ ~.,a 02700-6 72949/10.230/MormonTrekBlvd.doc B. Alignment and Grade 1. Install to line and grade indicated on plans using laser and check elevation as required to maintain grade. 2. Driving down to grade by striking or with excessive force from excavating equipment is not allowed. 3. Blocking the pipe to grade with wood, stones or other materials is not allowed. C. Bedding 1. Support on compacted granular bedding material using the type of bedding specified on the plans. If no bedding is specified, use the minimum bedding specified in Part 2 of these specifications. 2. Place bedding material to ensure that there are no voids under or alongside the length of the pipe. Slice with shovel to remove voids. Compact with pneumatic equipment. 3. Hand shape bell holes so that only pipe barrel receives bearing pressure. D. Connections A-LOK shall be used for all sanitary sewer connections to manholes unless approved by the Engineer. 2. Subdrains shall be connected to storm sewer intakes and manholes using IDOT standard intake outlet detail RF-19C. CMP outlet shall be used unless approved by the Engineer. E. Jointing 1. Clean and lubricate all. joints prior to assembly. 2. Join per manufacturer's recommendations. ~ ~ r.,, r 3. Suitable couplings shall be used for jointing dissimilar materials. ~-j -G '' -1'"{ =-t ~ crt j- " F. Backfill as specified in Section 02220. ' `~ ~ f~t"~ S ti ~ ~t G. Clean pipeline upon completion. .r,,, ~ ~ H. Tolerances w 1. Any deviation in a sewer pipes section more than 1/8 inch per foot of pipe diameter from the horizontal or vertical alignment, as established by the Engineer, will not be allowed; and all sewer laid incorrectly, as determined by the Engineer, must be relaid at the Contractor's expense. This tolerance in grade will be allowed only if the sewer is designed at a slope sufficient to prevent backfall when its limits are reached. Under no condition will a sewer be accepted when one or more pipe lengths have been installed without "fall". 02700-7 72949/10.230/MormonTrekBlvd.doc 2. The completed sewer must be laid so nearly in a perfect line that an ordinary electric lantern held at center of the sewer at a manhole may be wholly visible to the eye at the level of the sewer at the next manhole. 3. Sags and reverse slope on gravity pipe is prohibited. Remove and relay pipe to proper grade. 3.02 TESTING OF PIPE: A. Lamp all pipe to visually inspect for defects and debris. B. Leakage Tests: Perform leakage tests on all sanitary sewers as follows: 1. Perform after completion of backfill. 2. Perform after groundwater has returned to normal level. 3. Furnish test plugs, water pumps, appurtenances, and labor. Install bulkheads for testing and weirs for measurement as necessary. Groundwater elevation from observation wells or excavations are subject to acceptance by the Engineer. a. If groundwater is more than two foot above top of pipe at upper end, conduct infiltration or low-pressure air tests. If maximum pressure exerted by groundwater is greater than 4 psig, conduct infiltration test. b. If groundwater is less than two foot above top of pipe at upper end, conduct exfiltration or low-pressure air tests. c. If pipe is larger than 27-inch, air test is not allowed. 4. Exfiltration or infiltration test performed on sections of approved 1 ~n_gth (maximum %i-mile for sewers) and before connection to buildings. Low-psure a>~;tests performed on manhole-to-manhole sections of pipeline. ~ n r°*~ 5. Low-pressure air test: ~ ~ ~ t-- t l ~ ~~ a. Equipment ~ ~ ~ r--* ~ ~ (1) Designed for testing sewers using low-pressure a~? r,~ w (2) Provide air regulator or safety valve so air pressure does not exceed 8 psig. (3) All air through single control panel. b. Procedure (1) Perform from manhole-to-manhole after backfill. (2) Place pneumatic plugs: (a) sealing length: equal to or greater than pipe diameter, (b) capable of resisting internal test pressure without external bracing or blocking. 02700-8 72949/10.230/MormonTrekBlvd.doc (3) Introduce low-pressure air into sealed line and achieve internal air pressure 4 psig greater than maximum pressure exerted by groundwater above pipe invert. (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. ~ r-s ~ Pipe diameter Time ' ~ ~ --~ in inches Minute ~ ~ ~ cn i 4 2.0 ~ ~ y. 6 3.0 ;~ ~ ~ ~--1 8 4.0 -s'"' 10 5.0 7~ `'' 12 5.5 w 15 7.5 18 8.5 21 10.0 24 11.5 27 13.0 (b) Minimum allowable time for sewers with more than one size of pipe: based on largest diameter reduced by 0.5 min. (c) If groundwater level at time of testing is above the sewer, air pressure shall be increased 0.43 psig for each foot the groundwater is above the flow line of the pipe. c. If pressure drop exceeds 1.0 psig during the test period, the test shall be considered to have failed. Locate and repair leaks and retest as required. 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 02700-9 72949/ 10.230/MormonTrekBlvd.doc a. Subject sewers to internal pressure by: (1) plugging the inlet of the upstream and downstream manholes, (2) filling sewer and upstream manhole with clean water until the water elevation in the manhole is two feet above top of sewer, or two feet above the existing ground water in the trench, whichever is the higher elevation. b. Use suitable ties, braces, and wedges to secure stoppers against leakage from test pressure, where conditions between manholes may result in test pressure causing leakage. c. Rate of leakage from sewer: Determined by the amount of water required to maintain the initial water elevation for one hour from the start of the test. d. Allowable exfiltration same as allowable infiltration. If the average head above the section being tested exceeds two feet above top of pipe, then the allowable exfiltration can be increased by 5% for each additional foot of head. o e. Modification to this test only as approved by the Engineer ~ ° c-~ ")"1 C? ~ f. Locate and repair leaks and retest as required. ~ ~--} cn {~`~ r._ {`~'1 C. Deflection Tests: Perform deflection tests on all PVC truss sewers as folla~,~7 ~ ~' ~.~.. r ..c~ ~ 1. The mandrel (go/no-go) device shall be cylindrical in shape and7ebnstructeti with nine (9) evenly spaced arms or prongs. The mandrel dimension shall be 95~of the flexible pipe's published ASTM average inside diameter. Allowances for pipe wall thickness or ovality (from shipment, heat, shipping loads, poor production, etc.) shall not be deducted from the ASTM average inside diameter, but shall be counted as part of the 5% allowance. The contact length of the mandrel's arms shall equal or exceed the nominal diameter of the sewer to be inspected. Critical mandrel dimensions shall carry a tolerance of ~ .001". Proving rings shall be available. 2. The mandrel inspection shall be conducted no eazlier than 30 days after reaching final trench backfill grade provided, in the opinion of the Engineer, sufficient water densification or rainfall has occurred to thoroughly settle the soil throughout the entire trench depth. Short-term (tested 30 days after installation) deflection shall not exceed 5% of the pipe's average inside diameter. The mandrel shall be hand pulled by the Contractor through all sewer lines. Any sections of the sewer not passing the mandrel test shall be uncovered and the Contractor shall replace and recompact the embedment backfill material to the satisfaction of the Engineer. These repaired sections shall be retested with the go/no-go mandrel until passing. 3. The Engineer shall be responsible for approving the mandrel. Proving rings may be used to assist in this. Drawings of the mandrel with complete dimensioning shall be furnished by the Contractor to the Engineer for each diameter and type of flexible pipe. 3.03 CONSTRUCTION AND INSTALLATION OF MANHOLES, MANHOLE BOXES AND INTAKE STRUCTURES: A. Set bases true to line and elevation on minimum six-inch granular backfill material. 02700-10 72949/10.230/MormonTrekBlvd.doc B. Install O-ring or profile gasket in joints between sections conforming to manufacturer's standard and seal PVC liner (T-Lock) joints watertight per manufacturer's instructions. C. Cast in place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in direction shall be smooth and rounded to the maximum extent possible to supplement flow through the structure. D. Plug holes for handling with mortar. E. Lay grading rings in full bed and joint of mortar without subsequent grouting, flushing or filling; bond thoroughly. F. Set frames with top conforming to finished ground or pavement surface as indicated and directed. Grading rings plus the frame height shall not exceed 24 inches. G. Set frames in full bed of RAM-NEK or equal to fill and make watertight space between masonry top and bottom flange of frame. ,,,,, _ O `~ H. Backfill as specified in Section 02220. ~ C7 m ~ C7 ~ c-~ ~ I. Clean manhole upon completion. -=3 C7 i ~ ~' .-G ~" J. Inspect for visible leaks after groundwater has returned to normal level. Repal~eak~ r~--~ J ~ ~ *~ L--~ 3.04 MAINTENANCE OF FLOW: ~,. ~a w A. Storm Sewers: At the end of each working day, the Contractor shall reestablish the full capacity of any drainage system affected by construction. Diversion of storm water into the sanitary sewer system is not allowed. B. Sanitary Sewers: The Contractor shall at all times maintain full capacity in the sanitary sewer system and protect the system from storm water. C. If pumps are used for the diversion of flow, the Contractor shall have astand-by pump readily at hand. The Contractor shall provide the Police Department and the Supervisor of the Iowa City Wastewater Treatment Plant with phone numbers where the responsible person may be reached 24 hours a day to make immediate repairs and/or replacement in case of diversion system failure. Diversion of sanitary sewage to storm sewers or waterways is not allowed. 3.OS CONFLICTS A. Provide temporary support for existing water, gas, telephone, power or other utilities or services that cross the trench. B. Compact backfill under the existing utility crossing as specified in Section 02200. C. Separate gravity sewers from water mains by horizontal distance of at least 10 feet unless: 1. Top of sewer is at least 18 inches below the bottom of the water main. 02700-11 72949/10.230/MormonTrekBlvd.doc 2. Sewer is placed in separate trench or in same trench on bench of undisturbed earth with at least three feet separation form the water main. D. Use water main materials for gravity sewers with less than 10 feet of horizontal distance and top of the sewer less than 18 inches below the bottom of the water main; maintain a linear separation of at least two feet. E. Where gravity sewer crosses over water main or service or where the top of sewer is less than 18 inches below the bottom of the water main or service, the following requirements shall apply: 1. The sewer may not be placed closer than 6 inches below a water main or 18 inches above a water main. The separation distance shall be the maximum feasible in all cases. 2. Use 20-foot length of water main material as specified for gravity sewer centered on the water main. Both joints shall be located as far from the water main as possible. 3. The sewer and the water main must be adequately supported and have watertight joints. 4. Bacl~'ill trench with low permeability soil for the 20-foot length centered on the crossing. F. Sanitary sewer force mains and water mains shall be separated by a horizontal distance of at least 10 feet unless: 1. The force main is constructed of water main material meeting a minimum pressure rating of 200 psi. 2. The force main is laid at least four linear feet from the water main. 06/03 sn~a~o~,~ac~-~~onoo.a~ 0 r..> r_' ~ ~ C7 ~ r°*~t cf-~ ~ ~ ~-.__. Z ~~ 1a ~ ~1 ~' c~,~ w 02700-12 72949/ 10.230/MormonTrekBlvd.doc C7 r.a ° SECTION 02750 ~" ~ ~ ~ n ~ ~, ~-- JACKED CROSSINGS - ~, ~~ y. ~~ w PART 1 -GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to install carrier pipe and casing pipe by boring and jacking or by similar approved methods. 1.02 REFERENCES: A. American Railway Engineering Association "Specifications for Pipelines Conveying Non- Flammable Substances," latest edition. B. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: 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 qualifications 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 B36.10, 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 permitted. B. Concrete for casing pipe bulkheads shall be Class C. 2.02 CARRIER PIPE MATERIALS: A. Water Main: 1. Ductile Iron Pipe, Class 52, Conforming to AWWA C-151, and the following: a. Mechanical joint fittings conforming to AWWA C-110 and C-111. Griffin Snap-Lok restrained joint or approved equal shall be used. b. Cement mortar lining for pipe conforming to AWWA C-104. 02750-1 72949/ 10.230lMornonTrekBlvd.doc 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: Ductile Iron Pipe, Class 52, conforming to AWWA C-151, and the following: a. Mechanical joint fittings conforming to AWWA C-110 and C-111. b. Pipe and fittings coated inside and out with coal-tar pitch varnish conforming to AWWA C-106. c. All ductile iron sanitary sewer shall be installed within casing pipes as specified. 2. Reinforced Concrete Pipe, Class III design strength, conforming to ASTM C-361 and the following: a. Joints shall conform to ASTM C-443 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 than the pipe body will not be permitted. PART 3 -EXECUTION 3.01 PROTECTION OF UNDERGROUND FACILITIES: A. Contractor is responsible for locating all underground facilities and modifying boring operations to prevent damage to existing facilities. 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 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 alignment, in oryl~ to minimize forces which would tend to bend the pipe, cause it to deflect from~e alig~ent, or displace the reaction blocks. ~, ~ ~ -C ~ c?~ ~ ?'I rn ~. ~~ ~. 1~ ~ w 02750-2 72929/10.230/MormonTrekBlvd.doc 3.03 EXCAVATIONAND 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 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 distributed 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 pen~nitted 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 "stuck" 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 jacka~ipe remains true to line and grade. O •c- H. No open cut within jacking limits shown on the plans shall be peed v~out~ authorization of the Engineer. ~ ~ ~ r-- i 3.04 CASING PIPE INSTALLATION: A. Casing is not required, unless noted on plans, for pipelines 60" in diar~ter or ater. When casing pipe is not utilized, pipe to be bored or jacked shall be suppliewith maximum wall thickness available for class of pipe specified. B. Ends of the steel pipe sections shall be beveled ends for butt welding. The casing pipe joints shall be full-circle butt-welded joint conforming to AWWA C206-75. C. Minimum 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 augering is completed is not permitted. Removal of material from bored holes by washing, jetting or sluicing is not permitted. 02750-3 72929/10.230/MormonTrekBlvd.doc 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 installations 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 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 cut its way through the soil to avoid danger of caving and subsidence of the overlying embanlanent and roadways or trackage. If the pipe is metal with acorrosion-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 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 PIPE INSTALLATION: A. The carrier pipes shall be the class, type and size as indicated on the plans and specified herein. 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 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. D. Placement of grout between casing and carrier pipe and material for same shall be as described elsewhere herein. N O ~' ~~ ~ -~' ;' ~ `~' x- 02750-4 ~ 72929/10.230/Mo 'I~~kB~l.do rn~ -, _ `'"` `u ?~> , . 3.06 CONTROL OF LINE AND GRADE: A. During the installation of casing pipes and carrier pipes, the Contractor shall be responsible 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: Horizontal Deviation: 0.40 ft. deviation from plan alignment 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-stated 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. 11/00 s6aredkngineerlspecs-i102750.doc _ V N ~ Q ' " ~ C~ f: i ! ~ n --c J~' ~* ~.~ ~,. D c~~ w 02750-5 72929/10:230/MormonTrekBlvd.doc ~.a SECTION 02900 y n ~ --~ ~ ~~" -~ LANDSCAPING ~ in f~ ,a. ~~.~ , , , ~ . i.J S ~ PART 1-GENERAL ~' w 1.01 SUMMARY: A. Plantings (trees, shrubs, seed and sod), including soil preparation, finish grading, landscape accessories and maintenance. 1.02 QUALITYASSURANCE: A. The fitness of all plantings shall be determined by the Engineer and/or the City Forester with the following requirements: 1. Nomenclature: Scientific and common names shall be in conformity with U.S.D.A. listings and those of established nursery supplies. 2. Standards: All trees must conform to the standards established by the American Association of Nurserymen. B. The Contractor shall repair or replace all plantings which, in the judgment of the Engineer and/or City Forester, have not survived and grown in a satisfactory manner for a period of one year after City Council acceptance of the project. 1.03 SUBMITTALS: A. Certify that all plantings are free of disease and insect pests. Certificates shall be submitted to the Engineer and/or City Forester. B. Submit certification of seed mixtures, purity, germinating value, and crop year identification to the Engineer. 1.04 DELIVERY, STORAGE AND HANDLING: A. Protect all plantings in transit to site to prevent wind burning of foliage. B. Set all balled and burlapped trees and shrubs, which cannot be planted immediately, on ground and protect with soil, wet peat moss or other acceptable material, and water as required by weather conditions. C. Keep container grown trees and shrubs, which cannot be planted immediately, moist by adequate watering. Water before planting. 02900-1 72949/10.230/MormonTrekBlvd.doc PART 2 -PRODUCTS 2.01 TREESAND SHRUBS: A. Trees and shrubs shall be vigorous, healthy, well-formed, with dense, fibrous and large root systems and free of insect or mechanical damage. B. All trees and shrubs, except those specified as container grown, shall be balled in burlap with root ball formed of firm earth from original and undisturbed soil. At a minimum, 80% of all plantable containers shall be removed during planting. C. All trees shall display the following form and branching habits: 1. Free of branches to a point at 50% of their height. 2. Contain a minimum of six (6) well placed branches, not including the leader. D. Trees shall be measured when branches are in their normal position. Caliper measurement shall be taken at a point on the trunk six inches (6") above ground. E. Trees which have no leader or have a damaged or crooked leader, or multiple leaders, unless specified, will be rejected. Trees shall be freshly dug. 2.02 SEED: Minimum Proportion LbsJ LbsJ Mix by Weight Acre 1,000 sq.ft. URBAN MIX* Kentucky Blue Grass 70% 122.0 2.80 Perennial Rygrass (fine leaf variety) 10% 18.0 0.40 Creeping Red Fescue 20% 35.0 0.80 RURAL M1X* Kentucky 31 Fescue 54% 25 0.57 Switchgrass (Black Well) 17% 8 0.18 Alfalfa (Northern Grown) 11% 5 0.11 Birdsfoot Trefoil (Empire) 9% 4 0.09 ~ Alsike Clover 9% 4 ~ *A commercial mix maybe used upon approval of the Engineer if it contains a ~'' __.. ~ high percentage of similar grasses. n ~ ~ =t C? to ~iT xs 2.03 SOD: j 37 ~ ~: ~ A. Grass and sod established, nursery grown Kentucky or 1vlerion Bluegrass~d, vig@~us, well rooted, healthy turf, free from disease, insect pests, weeds and other grasses, stehes, and any other harmful or deleterious matter. B. Sod harvested by machine at uniform soil thickness of approximately one inch but not less than 3/4 of an inch. Measurement for thickness excludes top growth and thatch. Prevent tearing, breaking, drying or any other damage. r ?~~ r-' 02900-2 72949/ 10.230/MormonTrekglvd.doc 2.04 LIME AND FERTILIZER: A. Ground agriculture limestone containing not less than 85 percent of total carbonates. B. Fertilizer shall contain the following percentages by weight or as approved by Engineer: Nitrogen* - 15% Phosphorus - 15% Potash - 15% *At least 50 percent of nitrogen derived from natural organic sources of ureaform. PART 3 -EXECUTION N ~_ O `~' 3.01 PLANTING TREESAND SHRUBS: ~ ~ ° ~~ ~ ~ A. Planting Season and Completion Date: ~ ~ cn ;°" 1. Trees: Spring -March 30 through May 15 ~ ~3 ~ Fall -Sept. 18 through Nov. 18 ~ ^ w D w 2. The Contractor may plant outside the limits of such dates with permission of the City Forester. The City Forester may stop or postpone planting during these dates if weather conditions are such that plant materials may be adversely affected. B. The planting shall be performed by personnel familiar with the accepted procedures of planting and under the constant supervision of a qualified planting supervisor. C. Tree and shrub placement shall be as shown on the plans. D. Contractor shall inform the City Forester of the starting date and location. All planting soil must be approved by the City Forester before use. E. Excavate with vertical sides and in accordance with following requirements: Excavate tree pits to a minimum of two feet greater in diameter than root ball of tree and sufficiently deep to allow for a minimum of 6 inches of planting soil mixture below root ball. 2. Plant shrubs in pits 12 inches greater in width than diameter of root ball or container and sufficiently deep to allow for a minimum of 6 inches of planting soil mixture below root ball. Do not use auger to excavate planting pits. F. Set trees and shrubs in center of pits, align with planting plan, plumb and straight and at elevation where top of root ball is one inch lower than surrounding finished grade after settlement. G. Compact topsoil mixture thoroughly around base of root ball to f 11 all voids. Cut all burlap and lacing and remove from top one-third of root ball. Do not pull burlap from under any root ball. Backfill tree and shrub pits halfway with planting soil mixture and thoroughly puddle before further backlilling tree or shrub pit. Water tree or shrub again when backfill operation is complete. 02900-3 72949/ 10.230/MormonTrekBlvd.doc H. Rake bed area smooth and neat. Mulch all tree pits and shrub beds with a minimum of three inches of hardwood mulch which has been approved by the City Forester. 3.02 PLANTING SOIL MIXTURE: A. Backfill material for plantings shall be a mixture of 2/3 loose friable topsoil and 1/3 clean sand. All backfill shall have a uniform appearance and shall be loose, friable, and free of hard clods and rock over two inches in diameter. 3.03 SEED, FERTILIZE, LIME AND MULCH: A. Apply lime by mechanical means at rate of 3,000 pounds per acre. B. Apply fertilizer at rate of 450 pounds per acre. C. Seed Areas: 1. Remove weeds or replace loam and reestablish finish grades if any delays in seeding lawn areas allow weeds to grow on surface or loam is washed out prior to sowing seed. This work will be at the Contractor's expense. 2. Sow seed at rate of 175 pounds per acre on calm day, by mechanical means. Sow one-half of seed in one direction, and other one-half at .right angles to original direction. 3. Rake seed lightly into loam to depth of not more than '/a-inch and compact by means of an acceptable lawn roller weighing 100 to 150 pounds per linear foot of width. 4. Hydro-seeding may be used upon approval of the Engineer. D. Water lawn area adequately at time of sowing and-daily thereafter with fine spray until germination, and continue as necessary throughout maintenance and protection period. E. Seed during approximate time periods of April 1 to May 15 and August 15 to September 15, and only when weather and soil conditions are suitable for such work, unless otherwise directed by the Engineer. F. All areas requiring mulch shall be mulched as soon as seed is sown and final rolling is completed. Mulch shall be evenly and uniformly distributed and anchored into the soil. The application rate for reasonably dry material shall be approximately 1'/z tons of dry cereal straw, two tons of wood excelsior, or two tons of prairie hay per acre, or other approved material, depending on the type of material furnished. All accessible mulched areas shall be consolidated by tilling with a mulch stabilizer, and slope areas shall be tilled on the contour. Crawler-type or dual-wheel tractors shall be used for the mulching operation. Equipment shall be operated in a manner to minimize displacement of the soil and disturbance of the design cross section. G. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one- year maintenance period. 3.04 SOD: 0 N ~ ~n ° r*i A. Install sod not more than 48 hours after cutting. Stake all sod as nece~to r~venf"11 erosion before establishment. ~ ~ - ~ rr-; r B. Apply lime by mechanical means at a rate of 3,000 pounds per acre. ~ ~1 ~ . ~. ~ L 1 ~ -- w ~ ~ a tt ,,,, ~~ 02900-4 72949/ 10.230/MormonTrekBlvd.doc C. Apply fertilizer at a rate of 450 pound per acre. D. Remove weeds or replace loam and reestablish finish grades if there are any delays in sodding. E. Rake area to be sodded. F. Roll sod to establish smooth, uniform surface. G. Water area adequately at time of sodding and continue as necessary throughout maintenance period. H. Sod during approximate time periods of April 1 to May 15 and August 15 to October 15, and only when weather and soil conditions are suitable for such work, unless otherwise directed by the Engineer. I. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one- year maintenance period. 3.05 MAINTENANCE -ALL PLANTINGS: A. Begin maintenance immediately and continue maintenance until final acceptance of work. Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise maintain and protect all plantings. B. Maintain sod and seed areas at maximum height of 2%2 inches by mowing at least three times. Weed thoroughly once and maintain until time of final acceptance. Reseed and refertilize with original mixtures, watering, or whatever is necessary to establish, over entire area, a close stand of grasses specified, and reasonably free of weeds and undesirable grasses. C. Reset settled trees and shrubs to proper grade and position, and remove dead material. D. All plantings shall be guaranteed for a period of one year after by City Council acceptance of the project. E. The Contractor shall supply all water for planting and maintenance. Water may be obtained at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive. All water must be paid for in advance at the Civic Center, 410 E. Washington Street. 11/00 sharedkngineer~specs-ii\02900.doc O "~ 6 ~' ~ C] ~ (fit'} ~ ~ : ~~ i ~ ._. .. ~~ ~'i-1 ~ A f__.r-..~ t~?I ~ ~ ~.~ W 02900-5 72949/10.230/MormonTrekBlvd.doc TECHNICAL SPECIFICATIONS DIVISION 3 -CONCRETE Section 03350 Colored Concrete Finishes .................................................. 03350-1 O N ~n t7 ~ ~ ~' ~ rte-- "' ~`_' ~\ ~ ~J SECTION 03350 COLORED CONCRETE FINISHES PART 1-GENERAL 1.01 WORKINCLUDED: A. Colored finish for new concrete curb ramps. 1.02 REFERENCES: A. L.M. Scofield Company Tech -Data Bulletin A-104.10. B. L.M. Scofield Company Tech -Data Bulletin A-514.02. C. L.M. Scofield Company Guide G-107.02. D. ASTM C309 -Liquid Membrane-Forming Compounds for Curing Concrete. 1.03 QUALITYASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of concrete coloring. 1.04 SUBMITTALS: A. Comply with Section 01310. 1.05 DELIVERY, STORAGE AND HANDLING: A. Deliver material in unopened containers with labels identifying contents attached. B. Powdered materials shall be kept dry and under cover. Protect liquid material from freezing. Expired materials shall not be used. 1.06 PROJECT CONDITIONS: A. Comply with ACI requirements for cold and hot-weather work. N d B. Pre-Installation Meeting .'?.~"~ ~ ~ `~ ~ ~ c~-~ ~ PART 2 -PRODUCTS C; ~ un ~`_' 2.01 MATERIALS: ~ ~ ~ ~ r-~-~ ~ ~ U A. Concrete: Reference Section 02520. D ~,~ w B. Water: Fresh, clean and potable. 03350-1 72949/10.230/MonnonTrekBlvd.doc C. Colored Hardener: 1. Litochrome Color Hardener by L.M. Scofield Company. 2. Color: Tile Red (A-28). D. Bonding Agent: Product known to enhance adhesion to concrete. E. Curing compound: 1. Lithochrome Colorwax by L.M. Scofield Company. 2. Color: Tile Red (A-28). PART 3 -EXECUTION 3.01 INSPECTION: A. Verify that subgrade is installed according to specifications and is free of conditions which could be detrimental to performance of colored concrete. 3.02 INSTALLATION: A. Concrete: Place and screed to required elevations as specified in Section 02520. B. Float concrete from two directions with wood trowel to create a uniform surface. Do not use metal trowel. C. Colored Hardener: Apply 60 pounds per 100 sq. ft. or rate recommended by manufacturer. Apply evenly in two phases using dry-shake method. Wood float after each shake. D. Trowel surface with a steel or aluminum trowel leaving no trowel marks. E. Protect concrete from premature drying, excessive hot or cold temperature and damage. F. Curing Compound: Apply per manufacturer's guide for rate and method. 11/00 sharedkngineer~specs-In03350.doc o ~~ ~' ---~ ~ -~ ;~ _ ~~-' ~ ~~ `~~ ' ~ ~ ~~ ~, w 03350-2 72949/10.230/MormonTrekBlvd.doc TECHNICAL SPECIFICATIONS DIVISION 16 -ELECTRICAL Section 16000 Electrical Conduit and Handholes ....................................... 16000-1 N b fTl ~ T ° ~ (° ~ i ^1 ~ 1, J ~\ D` w w SECTION 16000 ELECTRICAL CONDUIT AND HANDHOLES PART1 GENERAL 1.01 SECTION INCL UDES: ~ ~' 0 A. Conduit ~ ~ c-7 ~ 3 ctt ~ B. Handholes _ < ~ y,. ~~~ J'~ ~ ~,~ 1.02 DESCRIPTION OF WORK: ~ ~ A. Conduit w This item includes furnishing and installing conduit and fittings associated with traffic signals in accordance with the Contract Documents. B. Handholes This item includes furnishing and installing handholes associated with traffic signals in accordance with the Contract Documents. 1.03 SUBMITTALS: A. Submit test results as set forth in the Contract Documents. B. Submit certificate of compliance indicating the materials incorporated into the Work comply with the Contract Documents. C. The substitution of materials is allowed as set forth in General Conditions. D. Submit catalog cuts of each component incorporated into the project, showing the selected equipment meets the specifications. 1.04 DELIVERY, STORAGE AND HANDLING: A. Deliver only materials that fully conform to these Specifications, or for which substitution has been approved as set forth in General Conditions. 1. The Bidder awarded the Contract shall complete the equipment list by writing in the name of the equipment manufacturer and catalog number of each item listed which he proposes to install. Before beginning Work on the Project, the CONTRACTOR shall submit three copies of the equipment list, and three copies of catalog cuts for all materials supplied by the CONTRACTOR. 2. Prior to ordering any materials the CONTRACTOR shall provide certification from the manufacturers of all electrical equipment, conduit, and cable stating said material complies with the Specifications. 16000-1 72949/ 10:230/MormonTrekBlvd.doc B. Store material in accordance with the manufacturers' recommendations and in locations which will minimize the interference with operations, minimize environmental damage, and protect adjacent areas. C. Remove and dispose of unacceptable materials from the site in accordance with the Contract Documents. 1.05 SCHEDULINGAND CONFLICTS: A. Schedule Work to minimize disruption of public streets and facilities. B. Discontinue Work which will be affected by any conflicts discovered or any changes needed to accommodate unknown or changed conditions and notify the ENGINEER. 1.06 SPECIAL REQUIREMENTS: A. The use of explosives is not permitted unless provided for in the special provisions of the Contract Documents. B. All work and materials incorporated into this Project shall conform to all applicable local, state, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a sample for evaluation, of any item or material which he proposes to furnish for this Project. D. Any modifications of the installation are subject to the approval of the ENGINEER. E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (IMSA). ^, CJ F. The painted surface of any equipment damaged in shipping or insl~on fall be retouched or repainted in a manner satisfactory to the ENGINEER. -~ c-~ "T] C7 r -- --~ C~ cn ~---- PART 2 PRODUCTS ~ rn ,~,, i-T- ~ __~ ~ x-- 2.01 CONDUIT: D ~~ `•° ~ w .r A. Galvanized rigid steel conduit (R.S.) shall meet the requirements of ANSI Standard Specification C 80.1, latest revision. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL approved label. INTERDUCT conduit may be used in place of rigid steel conduit. B. Polyvinyl Chloride (PVC) conduit shall be Schedule 80. Conduit shall be of standard length with each length bearing the UL approved label. C. Conduit fittings shall conform to the requirements of ANSI Standard Specification C 80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. 16000-2 72949/ 10.230/MormonTrekBlvd.doc D. Unless otherwise specified, all conduit used for the electrical system shall be galvanized rigid steel having the Underwriters Laboratories approval. E. Conduit couplers shall be threaded-type. 2.02 HANDHOLES: A. Precast concrete handholes shall be placed on course aggregate base, Iowa DOT Specification 4109, Gradation No. 5. B. Lid for precast concrete handhole shall be cast-iron. Cover shall be Type `C' (checkered top), with minimum weight 165 pounds. Manufacturer's name and "TRAFFIC SIGNALS" lettering shall be cast on top of the cover C. Precast concrete pipe used in constructing handhole shall be Type 2000-D. D. Handhole cable hooks shall be galvanized according to ASTM A-153. E. Handholes shall be StrongwelUQuazite PT/LT, or an approved equal. 2.03 EQUIPMENTANDMATERIALS: A. Equipment and materials shall be of new stock unless the plans provide for the use of existing equipment, or equipment furnished by others. New equipme and m~rials shall be the product of reputable manufacturers of electrical equipmenn,~i sha~meet the approval of the ENGINEER. ~~~ r°*~ ~ c-~ PART 3 EXECUTION ~ ~ "' ~~ m s~• DTI 3.01 GENERAL: ~ ~ ~ ~ D cis A. The CONTRACTOR shall be a licensed electrical contractor in accordance wt€fi City Ordinance and adherence to local Building Code shall be met. B. The CONTRACTOR will be responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR'S expense. C. The CONTRACTOR shall perform all work required and furnish all labor, materials, equipment, tools, transportation and supplies necessary to complete the work in accordance with the Contract Documents. The ENGINEER or his representative shall have full freedom to observe all phases of the work performed by the CONTRACTOR and to discuss all matters dealing with the quality and progress of the work. D. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa Department of Transportation, as modified by these contract documents shall apply to this Special Provision. E. The above specifications are referred to as the Standard Specifications. Part 1 of the Standard Specifications shall not apply to this section. 16000-3 72949/ 10.230/MormonTrekBlvd.doc F. The following Iowa Department of Transportation Supplemental Specifications shall also be considered a part of these Special Provisions. 1. Specification 5025 2. Supplemental Specification for Traffic Controls for Street and Highway Construction and Maintenance Operations, March 26, 1991. ~,,, O ° 3. Specification 5040 ~ ~ Q ~ ~ ~ 4. General Supplemental Specification for Construction Projects, J ~ 7, ~2. ~"" ~ s~ G. Miscellaneous Equipment ~ ~ w The CONTRACTOR shall furnish and install all necessary miscellaneous~nnectd~and equipment to make a complete and operating installation in accordance with the plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry. 3.02 QUALIFICATIONS, SERVICE CALLS, AND WARRANTY: A. CONTRACTOR'S personnel are required to be knowledgeable of the traffic signal controller operation and wiring. B. The Traffic Engineering Department will provide part-time observation of the CONTRACTOR'S work. The Department's representative will be available during normal working hours (7:00 A.M.-3:30 P.M.) to review the CONTRACTOR's work. CONTRACTOR shall provide four hours advance notice to the Department for review of the work. Any service calls or review of the CONTRACTOR'S work outside of the Department's normal working hours will be billed to the CONTRACTOR. C. The Traffic Engineering Department will continue to provide service call maintenance during the project. If it is determined that the malfunction was caused by the CONTRACTOR'S work, then the CONTRACTOR will be billed for the materials, labor, and equipment required to correct the malfunction and/or damage. D. The CONTRACTOR shall guarantee all his work against defects due to poor workmanship or materials as specified in the Contract Documents. 3.03 HANDHOLES: A. Handholes shall be a precast unit Quazite box conforming to the requirements of the plans. B. The ends of all conduit leading into the handhole shall fit approximately 2 inches beyond the inside wall. A drain conforming to the dimensions shown on the plans shall be constructed in the bottom of the handhole unless otherwise specified. C. Frames and covers for handholes shall be set flush with the sidewalk or pavement surface. When installed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately one inch above the surface of ground. 16000-4 72949/10.230/MonnonTrekBlvd.doc When constructed in unpaved driveways, the top surface of the handhole shall be level with the surface of the driveway. D. All conduit openings in the handholes shall be sealed with an approved sealing compound after the cables are in place. This compound shall be a readily workable soft plastic. It shall be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees Plastic loop handhole construction shall meet the requirements for the precast handhole detail in the plans except that cable l~ks will not be required. Openings for conduit access shall be drilled to tch th outside diameter of the conduit. ~, ~ ° --n C7 `~` ~n ~--- E. Grout conduit access after installing conduit. .=.{ f ~-G ~ y„ F. Install galvanized cable hooks if not precast with the handhole. j ~ ~ t`-J 3.04 CONDUIT: ~ ~ A. Conduit shall be placed as shown on the plans. B. Unless approved by the ENGINEER, conduit shall be installed without change in direction directly from one structure to another. Change in direction may be allowed for physical restrictions such as right-of--way restrictions, utilities, location of roadway slopes, retrofitting existing conduit stubs, and certain short sections of conduits. C. Nipples shall be used to eliminate cutting and threading where short lengths of conduit are required. Where it is necessary to cut and thread steel conduit, exposed threads will be field galvanized. D. All conduit and fittings shall be free from burrs and rough places. Standard manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same materials and treatment as the straight conduit pipe shall be tightly connected to the conduit. E. All conduit ends shall be provided with a bushing to protect the cable from abrasion, except for open ends of conduit being placed for future use. Bushings shall have grounding fittings which shall be connected to the grounding system by a #6 ground wire as contained in these specifications. F. All conduit placed for future use shall be threaded and capped with threaded metal pipe caps. G. All conduits shall drain, except for specific locations approved by the ENGINEER. CONTRACTOR will not be allowed to bend conduits upward to accomplish the conduit clearances shown on the handhole details. 3.05 TRENCHING AND BACKFILLING FOR TRAFFIC SIGNALS: A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. 16000-5 72949/10.230/MormonTrekBlvd.doc B. Trenches shall be excavated to such depth as necessary to provide 12 inch to 18 inch cover over the conduit. All cinders, broken concrete or other hard abrasive materials shall be removed and shall not be used for backfill. T'he trench shall be free of such materials before the conduit is placed. No conduit shall be placed prior to inspection of the trench by the ENGINEER. C. All trenches shall be backfilled as soon as possible after installation of conduit. Backfill material shall be deposited in the trench in layers not to exceed 6 inches in depth and each layer shall be thoroughly compacted before the next layer is placed. Hard materials shall not be placed within 6 inches of the conduit. D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. 3.06 CLEAN-UP: A. Upon completion of the work in this Section, remove from the site all rubbish, trash debris resulting from operations. 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O N T T 3 ~ l6 t0 ~ ~ Z ~ 77CC ~ N ~ ~ a g ~~ m m xo -v :' K N O N N ~ .. O M C N th 7 {~ !"' d ~~ O /A d O y ~ ~ 2 ~ S ..~ t 01 m ~l 00 ~ J ' y~ ~,,{~~ j,,,.~,.l z ~ ~ Z ° m ~ ~ Z " X30 ~Q~Z ~~ S ~ •6 ~ ~ g ~ m ~'~ N ~~ •72949- Io~e City.lo~e prf o \\uaweta0l\dete\work\pro~sot\72949\oedd\RoedDsaign\pprf\G02.pprf Mormon Trsk B1vd.Eztsna~on dgn = \\uareta0l\data\.ork\pprro sot\72949\oedd\RoedDaa~gn\TREK2.GB1 date =Sun Deo 04 19:23139 200 m N W a m 0 T 0 c D T 2 D n K m N O O Of n O C 2 -/ K m n z D N .r O `D OD V W U1 .A W N ~-• O 3 n 3 o o ~ w m ~ ~ ~ O o o v~ W + W V N N ~ d C71 O (Il C71 U1 Ul ~ _~ N ~ O O O O `+ 0 0 0 0 ~ ~ O O ~ O O O O ~ ~ m 0D m ~ O ~ O c7t a m cn O cn O m O O ~ ~ .D O C W W W Vl C d ~ ~ ~ ~ N < fi .O ~ ~ N O p j ~ 7 oo ao oo oo oo ao a oo w ou ao oo ao o- V V J V ~I J O O O (Ji ~ ~ m W .-~ O O O O .D O~ ~I N .D OJ x (n h t A t O t D t ~I t W t O t ~ t V t U1 t V t V + N fi N ~ N O . N E- Ul V ~ tJ1 O Ul Ul Ul j `' O O O .D O O N O O O O O N j O O Ui OD O O 0 0 0 0 0 0 ' 'O O O O ~A O ~ U1 O O O O O ~ ~ m ;~ 0 0 0 0 0 0 O m O O O O ~ . A .a, cn cn cn cn cn cn cn O m m < O .D O O O O W A N A N UI ~ O U1 J OO N J W N O S. ,O N `~ .-- N ~ .- UI W V1 N W O W .- O OJ W O 00 00 N V ~I O O Ul Ul O .O 00 ~ .-- to t t t t t t ~ OD O N N N Ul O Ul Ul UI Ul ~ O O O O O O j ~ 0 0 0 0 0 0 < rn ""~ 0 O 0 ~ ~ ~ A ( 71 C 71 1 71 .n O w w w W < a W O ~I Ul N V `~ .D W N .D O ~- O ~ ~ ~ ~ ~ V N O OD O to + W + J + W + ~ + .A ~ < O ~ w o .o e+ l7 O .D Ul W .D ~ _ Ul 00 ~- V O 00 Ul .D V f„ ~ m ~ r c°'i1 c°'i1 c°'it m m . ~ ° o w w ~ w < a c ~ .o o o cn `` Ul ~! N O N O 7 r ~ 0 0 0 .- 0 w ° w ° t 0 o ° .-~ O O o--. G'f O W X 0 0 0 \~ a O .O OD O O O O O x- 0 0 Ul Ul N N OD CTI ~ ~ y ~ O O O W O O ~ Z D W OJ Z D Z D .-~ Ul Z D Z D W V W i N W ~ Z D ~ N O m H n D r r c~ Z m Z D N 1 C2 mm2 A m= ~o ~~ ~~ o " ~ ~~~ ,~ N 3 ~ '~ ~~ s_ ~3a ~aa m Z ~~ ~ ° ~~~i~ •72949- Iowa City.lowe prf = \\uswete0l\dete\work\proJsoi\72949\oadd\RoedDssign\prf\G03~rT Mormon Trsk B1vd.Extsna~on dgn = \\ueweW01\dete\work\pprro sot\72949\oedd\RoedOsa~gn\ REK2.G 1 dots =Sun Dso 64 19~23t42 200 O O N -~ S ~~ z ~ N w -~ a ti m 0 z a 3 0 3 m O r ~ D m n F W v p s C_ i ~ d a rn n ~ ~ ~ m D '- QQ ~ ~i L 2 Z N O Z ~ mm ~ a00 ao ~~ Qa ~~ ~j -----------------------------------------04. ~ r ? cn iv n s 8 ~ "~ ~O~ ~a a' a ~ al0 ~~ r ~ o_ nl ~ ~ m m ~~ .~J j ~+ N a x m~ m v ~~Na1~ ~ ~ ~ a ~ m~ n r m ~ ~ ~ 'afJ `~ u O o y ~ ~ O N \ X ~ s !~ ~ b C7 ~ ~ N ~ a W ~ ~ ` \ ..- O ~~ m ~ ~ o m ur , ~ a \~ \.e~~ e a o ~ !~ ~~ ~i' mx ''~ ~ ~ ~, W as QC .. ~ ~ vl rn rn m "~ ~ X ~ ~ ~ M~ ~~ D D D ~. b\N ~ N ~~ b o ~ ~ m m ~'f sm '~ ~ v .n .a ~.~ s~ "a ~ ~ ~ww a ~ \ O 3 3 ~ W ~I~ omO~ d ~ N~ ~~ .'~ Z =Op N ~` n S r z ,,, W ° ~ r °D ~ ~ ^'~m m ~ ~ ~~~ ~ a W o~ r ~ ~ r ~ • ~ ~ ~ m 1e~ ~ e~ c_ v ° ~ c ~ _ ~ ~ ~ ~ ii z i ~ ~ f7 ii • ~ ~~ ? ~ G~ ~ , , r ~(~©~ D~ ~ ~ ~~ 3 ~ ~1~1~~ ~~~~~~~ °w ~ ~ s ~OOZ ~ s ~ ~ f 9~ ~" ~ ~~~'~ X72949- Iona C~ty~IoMe prf = \\uswsseBl\dete\work\proJsot\72949\oedd\RoadDes-gn\orf\JB1.prf Mormon Trsk Blvd Exbnuon dgn _ \\wwebBl\deta\work\ o,ros\72949\oedd\RoadDaaign\7REK2.JB1 dots =Sun Dao 04 21dM41 2~5 S b e+ O 3 n 0 b w 3 n '+ O m ~ O .D m V O VI A W N ~ ~ b - T~ '+ O U 7~ h I m m w 7 .• ~] 7 b .- C 7 .. w ~ ~ b a - b c a w m c* w ,~ O 7 -1 b 'D I+ 7~ n v -~ m y 1 b~ o E n D ~ C 'C ~ -1 V O m ] o o~ h~ n 7 b ~ h m T m ~~ Tom + m m o~ 7 o Tam T m 10 ~ m v T v m „T m o- ]- m 7 b 1n ~ ~ < b ~- o o n 3 b n 7 ~ n w m o 7 + o~ ~ o n b e m~ a n T n m[ o v ~ . a v m ~ w~ c+ .. I „ m N -•I _ v ~ b I+ c o m p + I 7 I+ n < rr ~ c i 3 o m ~ b o + ~ n m o- T m ~ ~+ a o 33 m -n ' m x 7 < 7 ~, o w t w r b b 3 7 0 m O Q m d N w ] a m 10 L ] v m i w m [- 7 7 ~ m 10 < O m n O C V OI ] n b ] 7 fD m r+ 3 7- n n c+ 10 D w m L 10 ~ T 7 C r f. n- 10 T a w b 7 0 m a - 7 0 0. ~~ 7 a b - o ,+ ~ rt T ~ T t 'O b T T o m m h o- . a h ~ c+ n 7 m m l+ ~ ,+ a w o -•I n i O ~ m W T b - 7 m n N 7 0 m + n ~+ - b m n 7 O ~I m n m T m b w w w 7 w m c* m m Q K O m w l ~ n - !1 3 ( m b 17 u i K _ f7 - - b a T m 7 n a + O L l w I T c a .+ ~ m 7 m m . A b ~ •+ -n b A ~+ 3 m r+ b i 7 O' - 10 0 10 l 7 b a i 1n 710 7 r+ Q n »I i m I+ V ~+ ~ A 7 L .. N C) c e ~T7 - + r ~ ~ am ~~o < 3 TT m m 7 ho_m T^I m o m Do 0 m . I ' - T O N w m- 7 _ -v w m 0 m <* w b ~ m 0 7 .- n 7- - - o0 2 w c 1 7 - b n b ,+ h 7 w e+ ,+ b .+ n a r+ n m •< 7 n w i+ 7 0 1o O~ b J - K a b 7 l m b et ~ 10 o n w b o o- L ~ ~« b o n v ~ m b o v < o_ ~ v n ~ b] ] w - o ~ 0 7 7 m .- o b v 7 ~+ ~ b K •< 10 ~ ~ m - v m b b -~i 7 -I +~ ~+ I+ TT ~ m~ n m m m a wa 1o rt o - - 7 a 1+<+7 I+ -_ 3 r 10 m v .. o m w 1 l l n + t0 O O a J <+ O K I 1 b .* m b < O -- c 7 7 ~ a T 1 w~ T 6 ~ a o b - rt r 7 n T ,+ v b ~+ 7 h m of .. m b o m m o h 1n .- Q r < n L e T n b m -e m a n„ m L 7~ v~ n~ m 1o w < - b I w ~ m D b b rr o o. m ~ e+ a o r b rr o n ~+ ~ N ~ m ~ m '~` n °D m z O - O C m 7- < a T l O w m 7 m ] 7 w w n] O n ] r+ 7 '1 0 7c 7 `G O .- h 3 O 3 m o o- v L m m~~ o ~ 7 v a b b ~ w m a h o c n b < o• o- -•, w m 7 -w O w b< a o ~ m o •< o. a~ b 'O c - 3 T b 7 a m o 7 ». ~ ~ m 1u • w m h T e a n b - n m c 7 w ` D n m m 7 a t m ~ T ,+ w m m o - I+ m + m o c 7 m c+ w ,+ h x n ,+ n c w n ~ [~ .. b- -n + ~ T ~ b e r+ m T L -1 a m ~ n + + ,+ o o :+ T b , c m i a w a te- n m ~+ ,+ m V b~ ~+ ~- c am m~ v o o b n o. - , m ~ ~ a b - 3 w I b ~ T„ . [ y T m .- 7 T n b O O - n b T I+ - = n O 7 a 3 e+ .- 'n O O' w b 7 m * O V m 3 w - 7 ~I -n w O 7 T l e+ T s m w - 10 b n 7 m A 7 ]- m 1n ~I e_. h m R 11 ^I 7 m O t w m Q in -t n b ~ ~ e A T K O rt .+ r+ m O n O O w h c+ w 7 m ~ O O O J 1O m r+ h - t0 O m O N O ~ C C n e+ ~] A 7 T b 1 O w O b a O b- l 7 7 b w 11 rF 7 w ~ l to 7 n- + m 0 b C n O s b 7 a < r m a T 7 7 w 7 O o -a ] w w„ I+ - - 710 --, b n- o n v c r rr 1 ] v o T w ~ m m m T .+ < •c m w m- T- w m w . m b i+ o •c w ~ m- h m 7 T w ~<~ m C ~ <+ O a o N o w v - w n .+ T b v~ o. 7 0 c m 7 w ~ T b 7 < m ~ + 3 O m w ,+ + 7 O n m I d O w . w ] m~ '+ C O c E m m "'~ m 7 b T O m y ~ Q ,+ , ,+ S - .- w i w - 7 I 7 b py ,+ .- ~ a T o n w 7 b ~ n 7 b] v v m - T ~ m - T n ~+ c -n a m I+ ~ m o ~+ n n- t- - ~« ~ - -+..- m c m o b w a b n~ A ,+ w 1o m h~ a .• I m o ~ T c w -~ ~ o m o 7 n n o- a a 7 m n m -em - 7 Tm o ~ 7 Q ~..~ a n m T b b v~ I+< o m ~~ my m w b I+o ] m mao < n ~ o o n ] a ~- b o r b .+ I rF 7 b ,+ o T L 10 m T T - m K ~ o. 7 < o ~+ v m , .. -- x n n a ~ o 3 - m r a 1 b <+ . m h o a .. o n- I+ b T - n l+ .- w o- h fr w m b T T 3 7~ b - b ~ m I+ m o. a 1o T w b c ~ b r hon r T- oTa ~m v oo I+•c -mb n n n nTm- 7 a T o h m w n 7 Z m m < - 7 h m r+ L n ~ ~ rn t b m b 7 0 w ~. o o N T 3 7 a x fn - Q n w 0 b m h 7 T w h T w~- h V O o l a m a n b v v m T K l l 10 a K o 33 <r n X m /3 ~ . 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J - h m v ~ O 7 O .- b m h h 7 w l D- l m O O ~ 7~ n c b m m- o ~I ' m 1 7 b m m~ 7 7 7 w w b m 7C ,+ b 7 T 7 c ~ ~ - • r = T w n 0 m h m l0 •< w n O e+ w 0 n n ~ J n I+ m b w - 0 7 Q a n , < O O w b O n D (n b l V n w 0 w b b n 10 R h R . - V T 10 m h l- a b m m w 10 O m T ] w m O I* ~ l 7 m - ~- b ~ m n 7 O m l~ w m e+ V O b 0- L T K O ~ m T 3 m w~ - ~ b 7 w b a~ w b b O m 10 x ~ 7 n 0 7 3 rr - o rr w T _ 10 t- T ~+ c w n b n 7 n O n 7 7 i+ m l t o T 1 7 w - ~ 7 - O b c l a O < o 0 1 b m 7 7 ~ b q O n O R n 7 O m n l m b 7 rF `G l Q w rr m "O rt w -n ~I m w~ ii b 7 h .+ w o w 4 a O d- Q m 7 1 ` 10 7 ~j m 0 w N a I N 10 ~ T I+ w C m T l Q ~- ~. 3 b b w a T m o < a< c w r ~ m c~ m 7 3 -w o G a w 10 -- 7 ~ T b n Q .< <+ - N ~ - I n ~ ~+ o m m ~+ n- h ~ i ~ ~+ v- c 3 b •+ n O O 7 b N T - w n 7 N b 1 O' T A 7 a ~ N b 7 A w O - - w O 3 m 7 b C h ~ n T c+ m 7 - O +I ~ c+ ~+ O' m o m C :S1 N (n W O I ~ 7 J m .+ h .• w .+ 7 7 m o m b a m . 7~ ~ I . C r+ O 7 -+I w 7 n m 10 b N b O N b m m 0 10 Q b 7 w m O n A T rr a c+ ~~ m ~< 7 h a -~ m K o T m w a m 7 m c ~ m o m I+ ~ d w N ~ N ~ N N Z C7 1 1n C") -1 N C7 1 N C7 ~ N t7 -i to C7 1 N O l ~ O ] ~ O l -1 O 7 7 ~ b D O 7 l -i b D O 7 7 -~ b D 1AA 7 b w O~ D G'I fA C1 C7 7 b w CC7~ D 7 b G'1 e+~ L1nn Aw ACAS D G~ 1nmAw CA CA S G'f fAAw CAI G'f NAAw n A ~ C'I m 0 m 3 e+ ~ ~I '7 W T m 0 0 m 7 7 f+ w- -•I l m O m O m C m- O et m w - ~I 3- m O 7~ D N O m M O O R m c 7] w- N O w- N O +I m m O rr m]~ w- -~ m N O m 0 0 er m 7 7 '7 O- ~ O -•I m L C 7 O O w w C w n VI Q O K w w C Z w n n Nm A - w C +n tnm w tnm w Nm n W w C +n Vf w n N Nm w w C +n + fn w -m ~ n (n- T m n .. e+ b Nfh rF 7 l 7 n (nm .. r+ i+ .. m < (nm h O b N T d Z ~+ ~+ l T < l I+ `+ i+ .. ( T 'S rr .. `+ r ' T 7 l rl, m .. ^ ry rt _ N C C b w T-- N C C) N w n 7 - N b C m i n O W 7 ] O b w 7 O f! C m n O b 2 ] O N G C m n n O A ~l l Gj m m 1 O 7 m n n A A h O 7 7 a L n W m O C b N A 0 A 7 ~ a m A O A 7 d 7 a C I+ e+ 7 a l rr `+ '+ 7 O< 2 t b •• - •• b m - 7 O ~ b b b •• . b A b t+ b tt •• ] m y j ~- b ~~ ~ ~ w m a o .- ~ w L b 7 ~ T ~ T ~ N n T ~ o m n 7 m m a ~. o. m• b o - a ~+ 7 rv o. o- o. o- o. c b o w O m O~ ~ m l O Z m Oat O 0 O m Or+w -~.- O) V w O) .~ 7 b 1P VI 3~ n ' O 71 l b 0 A b b A C O 7 X7 a O 7 w w m ~ 7 + O N- e+ m a n m b ~< o ~+> > O- b•< O £ b~ n -T-nx m - ab•< ~+ o. b a b o. „n ~ b ~ ~,,. t c o m -e o a a a o b o n a o v a a a o ,+ a b o ~ - o ~ 3 t ] m m - ~ O w n n ~ 3 pl w m T [ w c+ - o r b ~ O m '7 O ] ] ~ •- ~ o 7 'O n ~ n T t0 < ~ m 6 A 7 - O ~ 7 A I - 7 3 C1 3 of O m - 7 O' b m . r/ e~ O - ~ 10 - T - 10 b 7 (7 7 O w - m b O b L O 7 b -1 < + m m n O h 7 a O O O 7 ~I ~ b m 7 w w 0 - 7 T 7 0 w m 7 a 7 0 b b I+ 7 e+ 7 7 e+ 7 7- c -i w 3 S w a A b w -e m w 7 7 7 w O O w m- n A rr b A 3 77 77 h - A n ' t* T1 c+ A m - ~ b ~7 - to b e+ ~ ~ 77 1n 2 A - w ~ O O 7 '~ 7 Z 10 7 0 l7 m ' (n O - l `+ 2 O `< C A m to O I ~ O C E O (n 7 17 C Z7 I C C ~I b w A C 7~ n 7 L C 7 n 3 I OD e~ 10 n O ~ m A n 7 I m O m n C'1 N Q n l 7 A T h 7 b A O n .- ~ T rr 7 '+ n 7 O .- '7 e+ t O) A e+ m O) Q e+ 0 a ~ ~ 10 •< ] c b t T n b w n b m t A ~+ a r+ o m b 3 o c c o w o - ~ b m- o- b b ~l o w m a o o n ~ m n 7 N 7 -I < ~I 'G C 7 m 0 7 7 ~I 7 et w 7 C a 7 L b r' A 1n 7 ao 1n m ~ ~ N A m to a * b 11 - n m <n b + v w ~ b ~ b cn < r. m ~ m w ,+ ,+ ~. - m o b 7~ ,+ a b + ~* ~ ,+ b - o D ~ wzl+b ~ n K 1no . b y „ „ b 1 m b b~ -~ 10 w , O 10 m 7 O T l0 m n l 7 10 l a m ~I 'n IO h a w 10 7- a• b 7 n 710 ,+ o b ~ c] o m a n ~ b n • - o lno o ~ b 0 n o n ~ ~ 10 c ~ 10 + V1 a 10 7 O7 ~ b ~I 10 - a m O<10 a n 10 < C ~ O w- b 7 0 < w m a a 1 T ~f O o 7 O 7 O D c O d w ~ b C m O ~ m b~ 2 .- w m -n m 2 m O m n m A n Al b -'+I+O l ' Q • - h b 0 O O r+ b n rF.. n b h m m b - b a d - 1~ l A O C b n- 0 < 1S . - 2 a a ~ ~ w - - 0 O ~ w ] h ~ C 'O w 7 E b b b a r+ w 0 7 ] t b b w S 2 w w t 7 .+ b w O e+ 7 •e 7 a O w .- •e - 10 T 10 IQ -n ~ w C7 7 ~ O ~..~ mm 7 n m 7 m w * N 7 rr N (7 ~~ l N O L b T t T t O 3 l 0 m ~+ . m b ~ -f Z I n n b~ n of a •< •< m x m b b fF T T w a t+ a til N f) n~ Z - b o 1 w 1p h + n o n ] o o ao N N < m m m 0 ~ n ,+ 7 ]~ 0 3 l . o co 0 7 5 ~ 3 co ao m c ~ a 7 "'~ p 1n m w 0 I b N [~ ~ -~ a ~ m K 7 ,+ m c -n v 7 .~+ o ~ ~ < v N ~ n A N ~ ~ 7 3 3 m i ~ O rr b 1 11 o h b 7 o n o b o T n < -e m cn h ~ 1n 1n ~ _ ~ 7 ~ b 1n a c '+ <* < a m O w A e+ A w N n b b to + w m T + r+ m _ a ~ . O ( 1 A f l O ( 71 N t C Ol 7 w T b fr O m (T VI <+ 10 O) b n m 10 b o o T m ] (11 O l l C 7 O O- O w O A ~ V ? Oo l m b `G m .D 3 a +1 ~ ~ UI O 3 3 - ~ ~ . N N m b b e~ n L -I b V e+ A I h X T A ~+ O T ~ O O 7 W O o_ m ~~~ m ~ w h o o~ m m ~ + r v - w e b n ~ T b b 7 p ~ a o 1 h t ] O m 0 N i O n '+ 1 0 -t O UI UI ._, 3 ~ d ~ & i 7 T m 3 O .n a < ~ v o 70 ' ~ v 0~ 1 ~ h ' °' o c o 0 0 o „ v I + ~ ~ o m - - m 7 • n z - O a 7 C N ~ O O d / W ~~~ JY~'J y ~ R /'''11 ^7y F l Y i ~ O N ~ N C C6 1I- ' s72949- Iowa Ctty love prf a \\uswets0l\dete\work\proJsot\72949\oedd\RoedDesign\eerf\J02. rf Mormon Trsk B1vd.Extsns~on d9n ° \\usweta0l\dete\work\pro,~sot\72949\oedd\RoedDss~gn\7REK2.J~2 dots =Sun Dso 04 21~14t49 2005 ~ ~ ~ ~ O ~+ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~o a ~ r ~ o ~ .des j o - - - - - - ~ _ - I ~ S7L ~ \_.\__ ~ ~ -_ 9 ~ ~• O - - - _ _ _ - _ - - _ - _ _ _ r °O~ ~ 1 _4„ G- _ _ _ v 7 ~San~~ - --- w H ~ \ - ~- f. ~ _ ~-_ __'______ _________ - r ~- ~ ---------------------- - ------- ---- n ,,, ________ __ ________ _ ye______ __ _~` _ m i ~ n ~ - - - - - , ® ,- ,- 515 .. _ .. _ _------ , -- , g i ~ o , - - -- ---- 1 ~ w~ VlI ~ ~ i _ 8., San. ~ San ~ / /// // a ~ ,-- \ / ~ i ~ I F _i l i l/ 1 ~ ~ ~ / _ ~ San. ` ~ ~ / \ ~ - / / \ / ` abandoned'Y \ - a / ~, ~ .~» 5 , ' to / ' o ,, Z _- ~ /~ ~- m = I , +,y i / ~- / W ~ aa,- + ~ ; / /, X K / ~ `~ I m , ~ N m o ~ far N l / O ~ ~/ . Z ~ '// / -~ f ~ // I / ` / ~y ~ / / -^ 1 ~ / O ~ / / ~ o ~ ~ ~ y /, z ~a°' ~ ~ o + f ~~ ~l ~ ~ . ~ rt ~ ~' \ ~~~'~ ~~ w ~ I ~ ~ ~~ I ~ = W__ ~8.. ~ + ~ .l 8-, g - _- _ - _ I V ers~ a ive ~ =~'~ + I o~ / / ~~ I I \ ~ ~ ~ ~ ~ / -- '~~ ~ ~ J~ / ~ O°oD ~ -1-- ~\ San ~__ -'~_ _8 -`~_~G- ~3 \ ~ _ ~' y o '' m -~. ~~ 3ocZ o~ u, ~ w N ftm ,~ -, ~. D O ,~ ~ -N- /~ C [f~v~ FTl tOir „Od ~ n n !p in ~ ~ ~ ci, ~~ / -oc~ o' ~. H ~~ nos m I O- O ~ SO -« W Nom. NOS O r n o- _ ~ "~;1 -t~" o m c "' N C ~ r /~ `~ , I O Q Q '~p//~/ ' ~ a O O // ~ ~ Q- N Q p 3 c ~~~ z zr a~ ,,, ~'/ NNG.Q~/ , 7 0 A ~ " _ ~ o- ~ ` , , ,/ v, ov o Tyr , ~•~° °- n ~ O ~~ °- 3 - ~ e ~ ~Ha cJl om f _ O U) < N / 3 ~ ~ ~ ~ 0 0 ~ ~,~ ~~ 82949- Iowa City. Iowa prF = \\uawab101~tlete~worx~proJsos~ic~~~~oeao~noeouesigm r ww. r Mormon Trek B1vd.Exbnsion dgn = \\uaweia0l\dete\work\pprro soi\72949\oedd\RoedDss~gn\ REK2.J 3 deu =Sun Deo 04 21t15~BB 200 i ~ ~ ~ O -N+ ~ ~ O ~ ~ ~ - ~ ~ cu ~~ \ ~ CPo O ~J ~ OO~R N • ~e °o - - ------------------ --- O ~~ pOO t -4° ~- - 7 San 4 - ---_ .- '~', 1 _ _ ~ - 1~ «_ ________ _________ __ _______ ____________________~_____________________ __ y ° ---- - - r ---->ye- - ~ - - ~ - - - - _ / / 1 ~1 X11 A ~ ~~ ~ - - - - - - - - - - - - - - - - 1 -- - ,- 515 ., -- _-- ' ~°' - - ~d -- -T--- ~ , _ _ /~ , _ - - -- 1 --' ~ ~ ~ ~ / a i ~ - 8" San. ~ San i / V// ~~ // ti / ,- m i ~ ~ m / / / _F_ ~~ ~ / n ~, ,, ~ _ _-_ _ -- - ~ /f / D " \ Sa^• ~ ~ \ ~ D N / /~ ~ ~ / _ ' 6 W labandonectl- v/ ' ~` - , i~ ~ / n 5a _,- ~ ~ ~~ O x `~ ' I ti ~ ~ ~ -~?' ~ T lD ~ ~a~ ~ ~ 7 ~~ •T oc i ~~c. y f 7 y '' ii i; / o I D /~ ,; ~ ~. ~ 1 t` i `` i ~ ~ / ~ ~ ~ ~ 1 ~ Z ~ ~+ ii i / ~ / / ~ O / ~ A ~ l~` ~i I ~ \ 7 i ~ ~, ~ rt ,' ~ ~ ~ ti ,,. ' ~ ~ e w~ s ~ '~~ ~ \~ a ~ `, ~I ,~ - -_ ~ ~_ J ~ San.. -- -- ~ _ _ ~ 7 O`~ ~ ~ ` /v~ C ~ ~ ~ H 7 N ~ N y~ A < g ~ ~~ ~ o ~'\~ ~,~~ ~~ ac Q ono po Doo ~, ~`~~ O_Q o c ~'~ o c O o ~ ° ~ o -v o pA , ~ ~ cc a cr, ~ l"f A A rt ~ / - , O N 7 p n ~ O ~ N c~ ~i ID ,~.~ n_ _ / ~ to T f ~ ~ to < Q ~/ ~ " - `~ _ `°. ~` ( ,i', `y ~ \ w n nl ', ~ 9~ ~~ _ •72949- Iowa City,lowe prf = \\uswets0l\dete\work\proJsot\72949\oedd\RoedDesign\pprf\J04 rf Mormon Trsk B1vd.E.tens.on dgn = \\uswets0l\dete\work\pro,Jsot\72949\cedd\RoedDss~9n\TREK2.J~4 dots =Sun Dso 04 21t15t11 2005 \ \ \ -~ ~\ \~ \I ~ ~/ \ / ;~ / ~~ / \ // ~ I '-___r _ __ ____ _I_ _ _ __ __ _~_ ___ _ __. ~// ~ ` i \ II U1~O ~ ~ I I O ~// \ ~ I ~ \ I I II ~ _ ~ ~.J ~ I _ I _ ~( u! e ~. ~ I'u S B I ~ ~-.~ ue „99- -'ueS ,~9 ~ ~ I S I ~ ~ I 0 c 0 ~ N °9~ ~ I I I Zf m K _ _ _- O m ---r --------- ~ s ~ (; ~~ - ~ d~ ~ o ~ i I I ~ ~ ~ I ~ i ~ ~P c O I I H I I c~"i g L ~ ~` ° W I ~ ~ ~ 1 I \ ~ ~ ~ 1 s+ ~ V ~ / h I~ , / \ ~/ -- __ - ___~ ______;- III I ~ I j0 1 ~A ~~ ' ~` ~ - - ~ ~~ i f I I~ T r ~ / ~ ~ - ~ ~ . J== / _ ~ ______ _ ~j _ I I / / ~ / / ~ ~~ ~ ti ~ ~ / ~ ~ / \\ \~/ // \ ~ v /~ \ ~ 1 ~ ~ ~ I ~ ~ -, ~ , i r - ~ ~ ~ ~o \ i, ~~ /\ / C F / r ~i \ fp ~~ \ ~~ i o~ ~ ~ ~ ~ ~~ a \ / ~~ / ~ --1 \ / // ~ ~ \ ~ '^ \ / 0~ ~ O r 1 ~~ e5 ~ ~ \ (O ~ c \ d6~ Z C I ~rt I I rt <D (D ~N 3~ ~ I I rt i V m ~; ~\ G I m +~ II O I I 0 00 V O~ Ul A W N ~ E ~ \~ ~ N ~ I I~ ~ O I m ~Q ~ Q W W G~ y A O W ~^ N Q A ~ D " 0 °~ W~ N~ I~ 'I `~ I, A Q ~ ~ D 7 p„ Q fD O ~ ~ d fl'1 a D , ~' ~ ~ .W ~ to ~ I ~ / 1 ID cD ~ O" C Cl > O_ ~ p C. D W ® ~ r / ~ .A IW ~ ~ I I~ , ~/ I~ ~ ~ rt 3 ~ <D ~ ~? A N fZ0 ~ 4--~ ~ ~ ~ r O 7 ~ O tn. O O_ Z O ~ N Q~ y p I to / ~ I p y I ~ C ° n rt ~ A -( auo I I a <D O-IG ~ lD C O O I ~ PueQel I/ O rt ~ ~ ~ 3 ~ y 0 I 9- ~_ W O OW ~ rt ~ ~ p OW ~ ~ ~ rt ~ I / j I ~ - ~ x I I C C <D~~Oo Q ~ Z O fD Q_ p S O Q ~ <~ I~ I X I I ' ~/~ < ~ ~ Dl~i ~ °a< O.. ~~ rt nQ' ~ ~ ~ A I h I 0 0 ° Z~ Tnrt° ~ o~ ~• p t o i k ~ 1 3 a~ T ' ~On~o~~'. S Q O ~'~ i/ y` I O I x m 1D O Q D y D ~ C r 0 I/ O I I I I N Q 3 Q. D. Z n v'i O p '~ °~ ' ~ I ~ I I ~-1 C y ~ '' ~ W Z n ~ ~ ~~ C ~- °~ 7 I '+ }!I I I I I I ~~ 'C 7 tC C ~ O pp < h ~~ 0 0 ~ -cc o ~ n t° ~ / ~ y ' O O ~ O_ lp y 70 0 f~ ~ I I ' I j I $ G rt f~DVirtl ~ O O A n (~ I I O I ~ I I a~ ~ to W ~ H N H O_ (OD j 7 3 1 \'y 9 ~ ~ I I ' I I ' ~~ 2 A ~ ~ IG 7 C p 0 `~-\ ~ I I ' I I I N _S ~ S ~, 7C+ ~ ~ ~ I / 7~ 7 =~ O p O T \~~~ \~. Iv 1 1 I ~.~ CL~O 7 y rt ~ \ ~ ~ ' c Wo~c x ~ o \\ ~~~ 1 ~~ I I l N I I ' ` } I y' rtz ~ ~ x I ~~, C7 ~, ~ OD ~ O O \ \~ ~ 1 0 O ~ ~ ~ !p n ~ \ ~ _ ~ ~ I / k I I / Y~ ~ C .~ C tD S \ \ ~ k 1 I/ ~' f' ~~ '" m O N ~ O ~ \~ I / I x ~ O O ~ D ~ I I 1 k fl ~~ <D ~ ~ ~ 0 0 I I I I / k A Cf ~Oi. A O ~ ~~ O I 11 ~ I I r.. <D O rt ~ I l ' I / I f I G. ~ W I `,f' ~ N ID ?' ~ II / I I I rt Q~ ,~ ~~ ~- `a~O SpOZ OO o ~ I ,' ~ ~ ~ I ~~ y o J `° I I I I I q\ O n / I / / \ ~ I ~ / I o I I a Q A 7O Z Q ~ ~ ~ D rt ~ m v = o D C N• N C ~ ~ ~ ~- C ~' O ~ y A ~ Q ; n fl 3 ~~'+, rt <p A O rt O N S' ~ rt O ~ ~ ~ D ~~+, C T n ~ O nQ - O ~ G rt 7 ~ rt ~ ~_ Q Q ~ O v7i 7 ~~ ~ o ~ ~ o ~~ _~. o .~ ~ ~ •72949- Iowa City~lowe prf a \\usweta0l\dete\work\proJeot\72949\oedd\RoedDss~gn\prf\J05.prf Mormon Trsk Blvd Extsns~on dgn = \\uaweta0l\dete\work\pro,~sof\72949\oedd\RoedDss~gn\ REK2.Jrd5 dots =Sun Dso B4 21~15~22 2005 ~ \ 1 \~ ~~~ ~ ~ \ ~ // \ 1 11' 1' \ ~ 11 / , ~ \ , - ' ~~ // // 11 1 1,'1 +1 1 11 ~~ \, 1 ~ 1 1 1 1 \ :9 // 1 1 111 1 11 1 ~ ,,-- -,, ~ ~ 1 1 .1 1 1~~ 1 ,1 1 /; /// 1 { r ~ 1 1 / ~~ 1 , 1 1 ,I 1 ~ ti \ ~ 1 1 ~ 1 1 1 11 1 X \ \ ~ /~ 1 / 1 1 1 I 1 ~ ~ / 1 1 ' 1 1 ~ ~ ~ / / ~/ ', 1 1,'. 1 1 1 11 + \ ~ \ I ~ l 1 1 \ 1 \ y yy 1~ I ~ c ~' ~ 1 1 1 1~ / /~ 1 v ~ ~~ i 11 II 11 /~~ -~~~\ -0~1 ~ ~cs ~//// // ~ II ~g ~ k 1 / , ' ~ ~ 1 I~- / ~ . ~ ^ , , / ~~ ~ '' f % I I 1 ~ / / ~/ ~ I ~ ~ s. .v 1 f % 1 / ~ o, = rt I ~ ' I I I \ ~ F/ 4. C 1 1 ~~ ~ 1 i 0 ~ `y1 ~/ sy' ~ i ~ 11 ce ~ ~ a ITI - \ ~p ~~ \ ~ ~ f I ~ c~ I I f K I i K ~ p.~ ~ / / off' I ' ' it / ~ I~ x ~ ~ ~ / // ~ / ~ I I % I m \ / /~ I,~ ~ ~ I I x I~ ~ \ / e ~ I I x 1 //JyS ~ ~\~ x I I o ~ ~~ // m, \ ~ \ x a (y, N ~~~ ~ " I I ' ~ W ~ 1 X I O I A / I /; \ ~' I ~ I ~ ~ ~ ~~ I I x U1~ I I~ x ~ ~ V / / ~~~ , K I j0 =t===~- ~- ' x - - ~-- ---- ~'~~ _ , ,y I I ~ -J==rl ~ __--_-_ _ _ .~j I ~ ~~ I y __ -__ / ______ -~ --__ I J~ ~~ \ x ~~ ~ ~ x a I _ / ~3 x ~ u[se g Z~/~ ~ . ~ ueg „9i2 ~-~ - „99 - e5 V/ ~ ~ `PS X ~ Z ., 9i\ ~ X I ~ m I ~ ~ X to X i a E OD V O~ tJl A W N ~ y o, \ I x ~ I x .I 70 ~ ~ ~ ~ x A ~ W ~ ° c ~ Oo ° ~ ~. ng GDj E ~ ~ iv " ~, a °- a c a °- ~ o °" °- ~ o m ~, ~,~ °~ Iv x I x ~ m o n N = w a ~' v v n- ~ ~ o ~ to I ,~, K o' o ~ N `^ cam' ~ -• c_ ~ n ~ ~ ~ Im ~ x I / I' ~ x ~ ^ O ~ ~ H ~ ` N O 7~ N A 4- - ~ rt r k ~ ~ ~ ~/ i T p ` G O d LL O ~ ~~ fD fC to = N I / A O Y ~ I ~~\V( o A o 0 0 ~ o ~' H N cu ~ ~~ I ~ is I~ f ~ O f1 AO O ~ 7 O~ fl ~' ~ 7 'O H 7 C~ I / - -( auopuegel 9 1 O- I I O m fD ~ <D C 70 <D lD W to n , ~ I ~ ~ / ~ lD rt n v 7 O~ 7 C .Oy, CL _ ~ C~ i I ~: I ~c ~r / d N O T 'BOG ~ O ~ ~• k A Q <D d 3 C to ~ rt O. H I n I h ~~ ~ I I~. W f!Z lD O ' I O h k~ I < ~ lp N 10 O ~ ~ i ~~ rt ~~ ~ ~ lp l_7D• N C 7 N (<p ~ I ~ ^~o" i O 1 I ~~ I ~ I I' go ~ o c n O a ~ a °. C1 ; ~` ~ i I I i I ~~ ' c~ o D G `G N O_ 10 N S C Z ~ I 1 I I ~~ ~ p~~ J _ C N ~ N O s I ~ 0 ~ ~ I I I ' 1 ' I ~ O- C sQ '~ ~ ? 1Q C ` lp N [7 I M ~ ~ ' 1 ' I 1 v l 7 N n ti7ni 3' O I °&~ ~ 2y~ ~ ~ N O Q ~ 1 N O C ~' \~ ' 1 I / 1 I ~ N A ~p On ~ J o~ ~ ~ o, c'p ' ~~, _- 1 I 1 I 3 O O J \~ ~\ N I I I / S' ? A O O~ p O ~ ~ ~~~ ~~~ ~ 1 I I 1 I .r. ~ N N ~ CL fC ~ ~ ~ / I // C 3 C'F' ~ f~D 'O O ~ N ~ \ I / n ~ ~ ~ ~ O O ~ N , \I ~ I i p ~ C H. O O G 00 O 1/ I I / 1 I ~ ~ ~ O. to ~+ ~ 3 y a o ~ O . ~/ I ~ o~ Q 0 0~ o k a ;,/ ~ 4' Q lc o (A m ~ lp ~~ ~ ~ r ~ ~ 1 1 / I ~ lp ~ ~ tll ^ oo '^ ~ o ~i V ~V I ~ N t~ ~< ~ c~ a L F i ~ I 1 A H d ~ rt ~4~~ .~ I 1 I \ ~ N • ~ C C- ~ a I / I •O ~~ ~, fD ~G (,~N (~ 0 1 ~ 1 1 I 7. ~ ~~ d ~ C ~~ ~~ FO~i 3 Q 1 ~ 1 ~ ~ c\ ~ ~ ~- / I I I I 1 ~ O i l (~ -7299- loxe City, Io~e prf = \\uaxata0l\dete\work\pro,Jsot\72949\oedd\RoedDssign\eerf\J06.pprf Mormon Trek Blvd Extension dgn_= \~uaxet~sBlpi ~te~~or~k\pro.lsot\72949\oedd\RoedDssign\TREK2..T06 1 A ~ ', ~, A~ 11 1~ A 1 ~, , 1 0 11 1 `\ `, 1 0 1 `I 1 ',', 1 1 I 1 \ 1`, 1 1 1 ~, 11 1 1 1` 1 11 \ ~ 1,'~ 11 1 I ', 1 r ~ 1 ~, 1 1 I~ 1 ~ 1', 1 1 I ~ ~ 1', ~~ 1 1 ~ 1 ',', 1 1 1 1 1 `, 1 ~~ `, 111 1 1 1 1', 1 1 1. 1 11 1 1 ' ~~ 1 1 11 1 1 I 1 'b 1 1 1 Ic II ~~ ,~ Ic ~; 1 '£ 11 11 ~,, 1 ~ 1 1 ~,~ 1 ' 1 11 ~' 1~ '\ 11 1 , ~ _ _~- ~ 1 III 1 ~ X11 II ,___~`~ _~-~1 I ~~ 1 1 11 II _~__-- ~ 1 i II ~, 1 1 11 I III ~ ','. ~1 ~ t l 1~ I I I, N 1 `, 1 1 ', I I I I 1 `, 1 , I I I. s + ~ -T £ I~ I ~~> IT 1. 11 -I- 1 _i 1-° I I I _~ -E ,, I q- r °" I I~ 1 1 i °" ~ 11 I 1 I ~ ~ ~ I ','i I I ~ f x I ~ I I ~~ " i I ~I' I I I ~ x I i ~ x I 1 I x I ,~,= I II I I I o ~~ 11 x ~ I o v (OD ~ I I I I 7 O Off' I ~ 3 O. p I I I I I ~. d p k I I Q. = N ~ I +I+ ~ I I ~ ~ II }x ICI n II ~ ~~ y ~ I~ I 'c/f y p Vll i I ~~ I 'o I r I x ~'' stn . m ~ 44 ~I ~, ~ ~ ~I , V 'Y ~ x ~O v1 I~a 6'+1j0 x~ I a 0~' N I ~ X~ G~ +li 4 ~ I I II , ~' -' o~o° ~ _ _ o~o° °° o °°~ x , ~ °° o °o Q - - x - - - - 11, O° ----- ~ - x -I_ °O i i I ~ ~ x ~ _, ,,, , ° ~~ / j - -- _ x -_ _ _ ~ ~ ~~ ~~~ _ ~ ~ I ~ -~- ~- - ~~--~--~ -~------- x----- - '--- ------- O " ~ ~, x ? „68 e ~ueg „98 -'UeS „9 ~~S „998 I-O-'ue „9g ~ueS „9 x I ~ O 2S ~ x Z m °' x - x \ m x \ ' i +I+ h } I \\\ ~ I ~X I \ I I I I \ I ~ ~ x N \ I ~ ? I x p .~ I~ I ci ~ ~ , ~ IQ x c' fl fD ~ ey ~ Im ~ I a~ ' I~ I I ~ f!, Vt j ~ ~ ~ ~ to I ~ 1 / ~ J ~' ~ ~ I° 1 ~ cn cn S ~ i ~ I~ ~ I `/ I / ~ 10 I~ I - ~y/ I W ~ ~ m / 10 ~ ~ 1 ~~~ ~ I° ~ x D ~ -- -( auopuege~ t o I h }~ I ~ N ~ H ~ -( auopuege~ ,9_ O I K~ (11 ~ W N N ~ 7 I Q 1 / O o n D 3 c I x, I o~ N ~ S D I ~' I _~ I ~ I ~ ~/ ~ a3 rn ~ ~• I~ I ~ ~~ I 3 c a a~ m H n I I ~~ ~ H~ H I ' M ~ ~ ~ ~ O O ~ I rt I I CI~7 ' ~I C 7•~, ~, 1 ~ I I ''< ~ ~ 'CO X ~. .. Se O I O ~ I I I~ ~ ~ C G I O I I I O W ~ O I p rte- O I i i ~} I O C G ~-- _ °r 7 I f O O C O rt i ~ 1 ~ I I rt ~ e~-I ~ I / I 3 3• ~ ~ ~ ~ ~ - n~ ~ ~ 1 II ' ~ /Q °"~ iii } I 1 ?~ ~ s ~ `,° ~ I I I ' I I ~ A~ Z n rt I I ' ~ ~ C gs I I I I I ID ~^ m 3 F I ' ' } I I C ~ ~ < F I I I I 'O ~ O I O / I I I ~ ~ C NOy:, 1 sg / ~ I I ~ ~ , o~ c ~ x ~ I I ~ / i H m a c T O ~N n O _ 1 I I ~~~ ~° T o ~~ `~ ~ I I o 0 0 =_ N ~ I C p O O ~ ~ 1 ~ I , CL ~ N O OD ~ ~ , ~ Q c v 'D I ~ ~ I ( ~ <° L ~r I I / I c, ~ ~ N D N rt ~ I 1 1 ( I ~ ~ ~ I ~ <D <D Q. ~ m I r1,~~f t{~~ 7 ~ ' ' 41 ~ I I .` ~..1 ~U 4 ' 7 I ~I / N I ~ ~ ~~ ~~ I I I N ~ ~~ x72949- Io"e City~lo"e W f = \\us"etsBl\dsts\xork\pro~aot\72949\oadd\RoedDeslgn\pprf\L03.pprf Mormon Trek Blv Exbns~on dgn ` \\wxab0l\deb\xork\ o,~eot\72949\oedd\RoedDes~gn\TREK2.Le3 deb =Sun Deo B4 19t25t03 005 N e m~ A ~o A W b Iml C~ D a I L A T m m1z N 0 ~v°o mm W ~ ~ N * ~ ~ ~ a N O A O # !n llt N N m .- cn .WO m A~ ~ ~ V A W # ~ A N to m .- cn ' .ten m m~ ~~~ V W # ~ w m ao ao ao - ~ A W N . O V .D .O ~ ~ A ~ o ~ o ° ~ o ~R .~ . ~ ~ ~ 0 0 0 0 ~ 0 0 0 0 D W ~ ~ ~ 0 0 0 . 0 ~ o w w p ~ cn cn ~ ~ N ~ ~ m - - - - G w ~ cn cn ~ O N W ? O V V O D ~ D ~ ~ ~ r Ul V 00 OD .O N N W W V r-~ .-. r ? N ~ N N N ~ a w ~ N UI D) OD A N O m O p N ~" 1 .D O UI O O ~ N O C7 gT- ~ ~ -1 ,'~ C 12.2': m C n €¢~ N e+ d ~~ 7 7 r~ ~ y ~ O1 y ~~ a~ e+ ~~ O~ r ~ ~~ ~~ ~ ~o • (0 w ~~ ~~ d' r N ~ m_mz A ~ O I , N O) ~ ~ ~ 'k ~ O O V O O , /, sx O ~. B* 1!'I N r' O mmz m N ri'ix ~w°i ,'~, pet ~ ~ ~ O i N O) O e1 ~ O V ' , ~ ~ O A ~ dp O' ~ p :'~ O+ i ~~O et V~nJ OD V r~. * ~ /~~d FF v 'aVp O ~ ~ ® O) Ul m 471 ' ~ ~ W A V '-•Ul ~O ~x~aj mN~ m V to f+1 VI ~' ~:+ + O m ~ N d - W N O d ~~ 111 , W A A O) fJ O7 OD ~ Trensltlo e+ ,p O ? N W '~' ~ R ~ ~ 'y A V .O V C~.rt- aD 1 bo • A ~ :~ ~ a ~ , o *Bo ~~ a ~ ~ ' O Uniform Transi on =~ v O in/~ ~ Shope °D o 2~ li ion sr~ ' r H barb S~~e y. a~~~ .~. 0 ~e ` T^ ~r ~ 20 (aft ~ * e0e1 y\~' a~'rri~''' S s ~/ o m ao 1n r^ ~'r'"o ,' ,' s o~ ,, \~ ~ Y,mmm Net ~' °'~art'bi x't~ x9 ,`,, ~C N O r ~ O ~ ~ CLO r~ ,' ~ / SS ~~ ' h ~ ~++ mvvi ,~ tia° ~ ~ O W ~ ~ ,/ y m a - ~i m Se ~ in A /~c ~ ~ _~ w ~°' ti~ ~ o Y ~O~ ~~ .w erF .~ +K . 2 ?.~ ES LC N et 1D A ;'~ + QyY~ ,' ; e ~ ~a~~ O1o ~~~ w i ° 7x~~ OAD ~ N ~ ~.'~-. N t'J' ~ ' ~\y ~ ' ' ' ~ O. V ~ ). .. f C O a, , 2i ,~~ ,' ~~ 0 ~ ~ 2. ? ~S. 3 t ~ ~ i ,. ,,~ ,~ ?os and an ` -9 ~' ~' 7~ e* 7 m - v1 ~ min ~\\~ ~;,' m N 4 1n + ~ o aD e+~ o -o e ~ O ~ y \~ o~ ~ ~ A co C Q O' ~ 1 i ~ ~ ~ .'.j1e A N N .D ` / ~V ~ O • u1 ~ 1T ~ C ~ C ,~ ~. ,t 15't r 15't ~ ~ ~ n O c ~ ~C n C '-1 ~ v ~ in o L-1 0 o ~~ o° 1~ 1 12O ~ o°'g °o '~ r2 ~y~ ;~ •~;. ,~~ ~Q~~\~~g ~E~''~ ~~ ~~ Q ~~~ ~ ~ / ~~~' O~ /\` mm . w O O A °'. 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I m O V I I `V ~ m O I m ____I____ ___y____ ___y____ ____I____ ___ __ r - __ _I__-_ ____I____ ____I____ ___y____ _ 3 ~ V ~ ~~ I ; ~ ° I I I I I I I I ti m I I I I I I I I I I ~ ~ ~ ~~ I I ~ I I I ~ I ~ ~ ~ ~ ~ ~ I I ~ II~ , ~ ~ ---~--- I ---`--- 1 ---`--- ; ---`--- I -- -- II -`--- I ---`--- I ---`--- I ---` I ~ I I ~ 3 I I ~ ~° ~ II I' ~. 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I I I I I I I I , I I ~ ~ I 1 / m / ~ ~ ~ 1 N g ----i --- ----i O - -_ n~~_ OOD• _ _ 47- I -i - '~ -~ -- ; ----r i ---i --- -------- ------- / / - ~ p - - I m I ~~ oloD I I I I I I ; I I I I I I _ _ _ _ ~'--__ O " 1 II J I I L/ / I I • I I I I 1 I 1 I I I II OMB - _ U1 - _ 3 - ~ I ________ I i ((~~ ----I-~Y- i£ ----I---- i --'-I---- i ----I---- i ____I____ i -I- -- - - - - I---- ----I---- ____ I---- - _ _ 4" G ~ S Iv ~ an \ ~~ ~ r ~ to ~ _ ~ - ~G ~ I ~ I 1 I I I I I I T I __ -` \ ~ B _ _ I I 1 I 1 I I 1 I I 1 I I 1 I I 1 1 ; ___1___ I I ___1___ I I ___1___ _ -- _-_ -- 11 _--- r- i ~ ------__ -- _ ~ I-~ ~~ ______ - - - - _ _ _ _ _ ___ ___ ___ ~ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ /I ~ _ _ _ __ - _ _ _ _ _ _ _ _ - _ ~~ I ' I I ~ __ I I 1 1 I p ~ ~ 1 I 1 I ~~- I I --- - - 1 I - ------- I I _ _ ~ - I I --- ~-- i I I I OLD H ~ ~ ~Y 2,18 ~ I re _ I I I I I - =~ - - ~ _ ab _ _ _ _ _ _ _ O I I I I I I I I I i I _ _ _ _ _ _ _ _ _ _ _ - I ~ ~ ~ ~Y Z I ____I____ I ____I____ I ____1____ I ____I____ I I ____I____ I I ____I____ I I ____I____ ~ I I ____I____ ____I____ I ____I____ I ~ .. _~,~ I ~ ; I I I I I I I I I 1 I I I ; I 1 I I I ~ ' ~ W- I ~ __ ~ I III ~~ - __ I _~~____ _ d I I I I 1 I I I I I ~ Z ~__ _~ ______ _ __ ___ ____ ___ - _ 1 _________ I 1 I I I I I I 1 I I I I I I I I I I I 1 O I _____ ~r - _____ _________ ____ ___ g ~ ~ ~ ~ --~ ~ ~ I I ' r\ a" ~ C I I 1 1 ~ I ; ; , I K I ; I I I ; ; ~ ~ p I ~ 1 I I I ____r___ 1 ____r___ 1 ____r___ I I ____r___ I ____; ___ I I I _______ - - I I ----r-- - I I ____ _ _ I __ __ I -r- I ____ ___ r I I = O </ ~ N [ N San. - 7~' I I I I I I ; a ~ i 4 I ~ San _ 1 ~ ~° ~ ~ - ~ I I I I I I I ~ I I - ~% --- v ~ m n ~ I I ----I---- i I I ---I---- I ----I---- I I 1 ----I---- i I 1 ----I-- - ~ I ---I-- i ~ I ~ I ----I- ~ i 1 ------ I -------- -------- I _ ' ~ ~ i / ~ <~ o .~ e f~ o/ o ~~ / ~ III ' I ~ ~ gy Z ~ p. < '~ ~ 1 I I I I I 1 I I I I 1 I I I I I I I I I I ~ I I I I I ~ / / ~ I I ~n I- ~ ~ / a° ~ ~~ ~ < / I ___1___ ___1___ ___1___ ___1___ ___1__ ___1_ ___ ,p ___ _ ___i___ ___1___ / j / / I I I I 1 I I 1_ 1 ~ < ~ ~ I 1 I --- i---- I I I --- I---- I I I I ---n---- ~ o --- - - ~ - - -- - I i -i- I y.. _ .ZII N - I ~ ---n-`- I I I -- ------ I I --- i---- ~ <l i~ \ do ~ I it < '~l',o~ 8 \~o ~ I I I ~ I I I ---- ---- I I 1 ----I-'-- I ---I---- I~ I I ----I---- I I --- I---- I I- ----I-- y --- --' ~ - - - -I-- i ------- ~ -- -I---- ~ Y .'~<< I~~< ~~ ~/ < < ~ of / ~ - r i ~"~ m ~ p i{~ m 1 I I I i I 1 I I ~ ~ , ~, ~~ ~ ~5a ~ ~ ~ ~~ / ~, e <<I ~ ~/ I I I I I ~ ~ ' m I 1 I I I I I ; I I ~ i, I I ; ; ~ N rt N , / Q ~ ~ r t ~ I I 1 I I I I II ; ~ ~~ ~ ~ I ~ ( ~ N~ T ~ij s I ____r ___ I ____r___ ; ___ ___ I I _-__i __- I ___ ____I ;I ____r__I_ ; ____r___ I _____ __ I ________ I ________ ~ "n Il /~ / iQ I / . I I ~ ~ ~ 1Vri7 p I I ( 1 I 1 I I I it i ' I i I i I O ~ ~ ' / ~ / r ~ d /! / ~ it ~Q`' / Z 7 I I ____I____ I 1 ____I____ ; ____I____ I I ____I____ I 1 ____I____ I I ____I____ ~ I ____I____ ~ I ____I____ ~ I ____I____ ~ I ________ o = ~ '~ II I; /,'~ QI / ~ I ~ / S ~ ' p til 1 I 1 I I I I I i ~ q i /I ~ r ~ / i ~ I I I I I I I 1 \ l l l, I ~ t \ I / ~ I / ~ ~ I I I I I 1 I I ; ; I I I I ; 1 I I ) I ~ 1 / II \ ~ ~ / _ ___1___ ___1___ ___1___ ___1 ___ ___1___ I ___1___ I ___1___ I ___1___ ___1___ ___1___ I / II I 1 ~ I \ l H I I I 1 I 1 I . . 1 ~ ~~ I I~ 1 ~ I ~ ~ ~ I 1 I I I I I I 1 I I ; i I ~ I \ \\ ( ~~ ~ ~ ~ / i1 ~ ~ 1 ~ ~ I I I I I N ~ ~ _t~ 1 I~ I I I 1 I I I I I 1 I I I I I I ~ ~ , I ~ 1 Nor I ----I---- I I ----I---- I ----I---- ----I---- I I - I---- I I ----I---- I i ---~---- I I ----I---- I I---- ---- I - p ~ __ *~ ~ - ~ ~- I _ ~ ~ ~8, m ~ ca I ~ :~ c ~ ; 1 ~ ~ I I ~ ~ ~~ ~ ~ I I yyX.. ,. I~ ~ -I~ I I ( p ~~I / ~ I I I I I I I I I i ~ L ~ N I I I I I '' Y I i I 1 I /N l ~' / 1 \\ ` \ I ----r--- I ----r--- I I ----r--- I I ----r--- I I ----r--- I ----~---- I ----~ --- I I ----I---- I I ----r--- I - ~ i ~ \~8 \, 1 Ih / I 1 sad \ I •~~ I I I I 1 I I 1 1 I I I I I I \ ~ r I I \ i ~ ~ ~~ ~ ~ ~ N N W W ? ? (TI (~71 ~ ' C ,~ ~ ~ ,~'` 1 II ~II 1 ~ I - ~ ~.. ~ ~- ~~ ~ ! ~ ` - O VI O Ul ~O I~ ~ Edt ~O - ~ ~ f z m m 0 c m n 0 m x m z °z O (71 O U1 O (71 O (JI O Ul ~ ~~ ~ (Q ~ I I I ____,____ I I I ____I____ I I I ____I____ I I I ____,____ I I I ____I___ I I I 31 _I____ ~ I ____I____ I ` T I `_ ____,__ I I I ____,____ I I I~ m ~ ~ _ _, m ~ VI ' \ '. ~ \\~\ o r ~ .0 `\111 \ ~ \ N ~~ N eF 3 ~~e 0i O I I ~ I I I I I I I ~+ I I ~ I I I I I I T 1 ~ w ~ r ~ p +I 0 (+J / ~o w W / ~ O I I I I I I ~ I I I ~ - ~ / \` + ' N I ___1___ I ___1-_- I ___1___ i ___1___ ___1___ 1___ t7 I ___1___ I ___1___ I II __L S''~ T O IJ 0 1j ~ _ `° ~ \ Q II \II~ [T p ~ i i i I I N i ~ F f /~ m _ O 'O I= G'I ~ ~ / a N , X ~ O ~_ o -- ~ CD 11 I I I I I I I I I I I I I I I O ~ I ~ I I ~ I ;~ ~ =Q I I yr / O Q 13 „D~ o ~i G N ~ I I ___l____ I ___l____ ___!____ , I _ ___ ____ I __ ___ ~_ ___ I ___ ___ ___ ___ ~___ ___ O_ \ ____ _~_ I / {Q / 7 1 I 4 I Sa I I I I I I I I ~ 1 I1 ~ I I I } I I I I ~ II o _ ~ w I I ~ Ir}v. E . 68.00 I ~ _______ _ _______ ----~a----I-_- _ ~_ __ --______ - - ~ _ --- _ _ - 1 I 1 I I I G' , ----1---- ----I---- ----I---- I---- ----I---- -- ---- ----1---- ----I -- --- ~---- ----'---- W ~ 11 i i i IAN i i ~ ~/ /, = / - - ' - V1~ - ~~ l ~ w ,. I I I I I I I ~ r ,, I I I ~ G1~ - - - _ - I 1 ~ ~ _ LD NAY - _ - _- I O ' -' ~ ,I - S ~ ~ ~ ~ ~ ~ ---- --- ---- ---- - - ff} ~ I v. 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Y w'N m N ~ N m N "' n~ ~ D o 0 ~ o = - ~TT m o vni N ~ -~ Y ~~~J 4~..J ~~~~ i..i iv ~ °m in ~ .. vmi D C OC Z N Z ~ O ~ ~ ~ m p 0~ n~CO T~ j~ z T ~3 ~ -,imy _~Dr" ~ o 6 C,"~~Q~004 ~_ ND =Zo ~ ~ W ~ ~ ~~ • ~1 ~ ~ -1 0 0 ~ C7 4 D N z m N° O N ~~~ ~, - O xf = \\usdems0l\data\work\ ro'e ct\72 949\c add\Ec st RCB\v03. rf dat e = Fri Dec 02 IL•16:03 2005 d n = \\usdemsUl\data\worK\ roectvzyyy\caca \tasrnt, eww .a n m °m p'~ O> 6 ~ Q~ Q~ Ql -1 N = m m 0 0 O IV O W O ~ O U~ O Q~ O W m < t MATCH LINE ~ ~ ~ I I~ II I ~ n ~ m n e1 o I / II II I ~ Je II II I m ~: m v Q II I I II S~ ~ / ~ 9 n o: z ~ $n \ i/ ~ ~~ I II I II I : .. 99 .. ~ ~ z n:n~i mmo ~ ti I II I II I 2 '' ~ z. - ~ . m ~ o o n m \ ' ~ e J I II II I I _ ' < ~ z / • / II I I II m o W 6 99 ~ m ~: n I II II I 60~ oc~ 'A m<:~ z I II II I m r n r o "=~9 - n z m r p N ~ n - ~ ~ / n m ~ /,SS, n . ~ ~. ~ I II II I moo ~.' m o % ~ m ~ z ~ , I II I II I ~ m Z n ~ ~ o I II I II I po° ~ / ~.~ 1 / I II II I < n z ~ ~ ~ / ~ ~ 0 o~ I / I II II I / ~~~ °o n ~ / o m A ~ I II II I ~ ° / _ ~ ~ I II I r~ ~ ~ / ~ ` ' i I II I II I / ~ ;~ ~ ~ , I II II 'f' I °o ~ / z I I II ~ II ~ I ~ :: / r ~ ~ N ~ I II I II p0 I _ . / Q '^. ~ / Z a ~ I II II I ~ Q ., n ~ .nv I II II I Cp ~ / / o 0 ~ m I II I II I ' ~ V x o: ~ N I II II I ~ : ~ ~ ' / C n ' ~~ 0 n I II II I ~ , 0 o z: N : I n ~ / n r \ ~ 1 N o N '~ o ~ I II I II I I II II I ~ / Z ~/ /' D ~ ~. ~ `°- z I II ~ II I / : ~ m ° ~ ~ ~ o v ~ ~ : ~ o ~ ~ ~ ~ ~ / ~~~ ' o z ~~ I II ~ II I , ~ -~ ~' ° I II II I / n r ° m I II I I I I ~ j~ ~ J ~ ~~ Q u, I I ' n Z N I II I I II II I /; Q ~ , m e m o I 9 z i < m n' ~ r n ~o~ II I I II I II II I /:' / D z~ ~ o~; ~: D m o o I II / / ~ < p ° x. r' o n ~ I II ( II I / / Z ~ n • < o° x I II II I / Q \ ~ z in w ~ I I II II I ~ / ° ~ ~ ~ ~o T 5 9 / / ~ z ~ o c~ ~ ° I II II I II I I II ~ ~ ~ /~~' ~ ,, ~ 6 O ~, m m Sd ~m~xc~ I / ~ 9 ~ ` Q ' r ~N r~ m~7 ~ ~ n ~ mc~ <`Q I II ~ II I s~ ~, ~~' . 9 S I ~~ C n n ~' x vv~ ~ r rz~ n?rr I II I II I ~~ . mn nn ~ 69)'' `596, ~ ~ mo: ~: < o z o nnm°-i ~ in o I II II I ~~ mm ~ ~ : ~, / ~ / ° ' 6 2 ~. m 9 ~ n'. o _ ~ ~ z °~o° m I II II I II I I II ~ ~ o A . 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RIVERSID o ~~~" X 1 ~ 6 ~ I o II II ~I _ ~ c -~ E DR ~ 6 ~ 6 ~~~ 0 m 9 X 6 i 11 64 I 6 S 69S . n m c 9 - ~ 9 9 ~'~ ~' 1 , 6 - _ i i 69 ~ . ~ 2 °6 S " I m 9S z Y ~ 'T' p Sj ~~j F I I II Z ~J -_ 9~_ pS ~ I II II ~ I ~ 9 6'9 ~ ~ p o ° '^ w 6 _ 6, _ _ n 99 0 •S II II I _ _--- s~6, ~ S "~'~_n < T~ °° ' ~ S~ ,~ m~~ ~ ono I II II I ~ ~ ~ < x r m y ~c I I ~~ ~ 2 _ °~~ ~'r ~ z n o- 9 ~ DO J 6 ~-___ 9~; A~ ~D X. O c ~ 9 ~ Z ~ ~ ~ 9 ~ ~ o Sc' ~ -~`?6 O o m 0 •~ ~ o~ m z rv •~eS o f ~ ~ 'fig„ SI ~ m ~ N cn rr- x L~ 6 z ~7C o ~ O p •Q ~ r m m N ~~ ~ Ia ~ ~ ~ C 9 : N ~ ~ S. m ~ O = O f.n ~ 9)6~ ~ n ~ O x ~ 6~9 nX Z o ~ N o o N X mZ ^ 'O O ~ m fTl cn _ = C -~ `~ o ~-~ ~ n D ~ fTl Oz z < C ~ZC B C N - (•~-~ ~„ W X ~ I _ ••° °~ D ~ O Z Q o x n ~ ~ X Qp ~ ~~~~ ~ ~° r Q ~ z ° Z -••~ D n C.Or^ C ~ i `V ~ Z ~ Z z C7 m =-< Z r~ ~>N~ D m o ~ m oc~ m ~ ~ ~ ~ ~ ~ Z ~ Q ° z ~D < o ~ ~ ~ W ~ o ~ n Z N m O O v+ o v~ o v+ o v+ o v, o= y o n o n o n o z n ~ ° n c~ o m m ~~ m ~~ m ~~ m ~~ n n ~ ~,,j~A('~ l j~~ ~ in ~~ w ~~ N ~~ v~ ~ m ~l l V 3V' r~`~ ~1 Y'O~ W c~ `•° ~ a ~ •' ~ ° m D 1N3~~ ~~~~ ~~ ~'~ ~~ mN mn r a ~ n W ~ ~£ :~ ~~ s- a3a ~o~~ ~N o ~ ~ ~~~ ~ ~ D o-, m m m m m O IV W ~ (_7~ pl O O O O O mw~inw r-o~_vm m ~ n " ~ n~izZmx c~T?~ ~ n N ~ ~ o ~ m ~" z { ~ 0 0 ~D~• v ~ N Z ° .. ° ~ minim 0 ~ m ~ x m o f z m < ~ ~~ N ° rfi = \\usdemsOl\data\work\ ro'ect\72949\cadd\EastRCB\v 04, rf date = FriDec 02 IL•16:29 2005 d n = \\usdems0l\data\work\ ro'ect\72949\cadd\EastRCB\v04.d n 0 0 m m -~ N D ~ r z ~ -0 10'-0 '-0 0 0 ~ I'-2 10'-0 8 mm ~ IO 4 ' ^ l J I_O ° D oom o m n ~ o~ ~ ~ ~ °° 2 - w ~ r nl D - ~ `~ III z m r Z _o I r C ° o < n m ° ~ 0 Z ~ -i n o o n L D mo o ~ ~0 8 m m Z 2~ O m -~ W m n z ~ ° r r J m ~m 0 m ° m g` o ~ ~ ~ n r z z Z n O z m iv ~ C m r ~ o n m ~ czi ~ ~ ~ ~ m n ~ o o ~ ~ ~ _ ~c co m m ~ ~ ° n ~ rn ~ D Dm jo ~ D ~ n ~ D ~ = n r ~ m D x ~ ~ ~ o z O -I ~7 ~ ? D N .~ I z ~ o m ~ ~^ ~Z I D n~ ~ ~ ~ A ~ r ~ W ~ ~~ D ~ - - --_- `° m~ ~--~ o ~ a W ~ y w fTl `F' D `f' o ~ ~ ~ ~Z m ~ ~ ~ ~ D o m ~ ~ r ~ ~ m N ~ r m fD c7 c7 N s -~ ~ m ~~ mm 0 ~ ~ m m z n r z _ c_' < o ~ O z m m A Z Z n D W A N ' O (' ) 6 L m d o m Q 2 Z ~ N W ~/~ V ! ~ O c~ ~O Z r x o m n -~ ~r^o n ~czi~ - r-+o ~ zmcn-~ wo ~r^o -~ C om~ x m ~ yz~ c~ - Z ~ o ~ m m Dn ~ ~ -i m ~ om`~ m o m ~ nWZ x ~° mZO ~o n ~ , c n~ n p Fyn m vczi c o~ -i z p ~oz x r i m o z mo x o o z !^~n < m x D ~ ~ r z C ~ Z om o ~ m mo z xo r ~ m o noo {~momo~~ om~ G E ~Tl ~ n m r°~ m x ~ x~ O 1T=1 D m ~ x o~ m o ~ m o o z m G7 m o 77 OD ~ x m m o n o ~ (") ~ -~ ¢ TI n m o V1 (l o m z z r m n x z z~~ o ti y ~ ~1 ' T N y ~ 2 "' G7 z Z x o m n vAi o o in ~~ ~ m vNi ~ n Z r" te n= ~ r^ = m m ~ o= ~ ~ '~ Z m "' D °o vci o in = o m c i z x m vci = ' r^ x m z z m, ~ c D z o z Z ; m m z~ m n n m°cz `^=x-iDm~ - n m =~ m z- r r m o ~m~ ~ ~ r m n n m x m o + c x v m ~ r' o o2o D ~ n ~ '~ ~+ r ~ ~ C Z mmZ -' ' ^ ~-1 Z r~ ~ n ~ r r~ D x= o c~ Z m x c~ zc~ m3 T7 ~ S D ~ 2 V1 VI m m- n o ~c~- i oo . i i 2 y 0 x m O Cl ~ D T ~o n m r ~ o m m I iI m D r r< D~ ~~~ ~1 V1 = y n 0 N 2 0 37 N m N Vl O _ x Z71 ~ O N r~ 2 N° C N r ZJ Z7 o ~~ t7 n2'I D O m~ I' I N n z x w c< n x "' z o~ m m D x m~ y "' ~ 3 -~ ~ m m x D m ~ "' ~< o in m "' = n m o n o .cDi n A z' vni °° O N n Z ~ D m p m~~° N m r 0 m o A -~ m r r ~'I O N m ~ D O~ Z rn'" (D/1 ° z '~ ° ^ ~ 2 r r 2 N° N Z m° y~ O -Dy o ' Z~ Z -v ° n o O m - z O z~ r N in ~ n o in o c x x z ~ z o z z~~ in < m m z m ; n r o -v o m~ ~ n ^ m o r^ c° z vi m m n ~ ~ m ~ n z W .i G7 ~ v ~ A o "' o m z = czi ~ czi °~ ~ ~ c z N-au . N m ~ w ~' ~ ~ ~ o < ° c v n a ~_„ z n n o ~^ n A n m = in D c ~ = m = ~ m f 0 0 0 oc v m m o y m m i~< < `n m m~ _ ~ m A m -i <~ in m~ m A ~ m m ~ `n ~ x° ~ z czi m in ° A~ o n ~ r D r n ~ r Z '~ z ~ m oc ni p o °m m ~ ~ m < ~ m m ~ ~ ~ _ ~ n n mo o m x o o~ n o N y o~ m m °m = vi o~ N D Z ~~ n ~ i~ ~' m ~ m r~ D f -I °~ ~~ -~ ~ im ~ D o A mA ~ o x x x x x zD c ~ n m~ -~ m n ~ n y y o~ m m ~ y v o o ~~ m ~ z n ~ x D m _ n n o ~ < ~ o n °z mp o m o ~ =' m ~ ~ ~ y ~ n ~ m ~ c ~ ~ mom -i r x m ~ ~ c ~ r ~ °c o D m " N ~ `A z D ° ~ z T' "' ~ m 7mc v x n~~= in ° v' Z z ~ -~ n o o m= orm z m Z x o< ^'- ~ n~ m A m ~^ ~ o= o~ n o~ m m D~ n~ N z n `^ N ~~ ~ ~ D C ~ ~ H ~ ~ n x ~~ n ~ ~ Z y c~ c o - ~° m ~ o ~ ~ z D m Z N m D '~ z m m m m -. m z y o T m ~ o ~ cm's o '-' o z ~ ~ O " n z o '_'~ ~ .D n_ ~` x o r n m - + ~ D -+ m z r z o o ~ ~" m x in m m z o v ~^ ~ '~ m o in ° -i -1 n ~ cn ~ z x x~ ~^ x x n x > i Z D~ o o m N m - ~ v~ n D~~ m m~~ ~ n~ o o x m < n N~ z z m v7 n o C r in cn m n ~ _ r vi o ~ m~~ ~ vNi o A~ n ~' c x o x ~ N x ~ ~ , m m o m ~ m n ~ z ~ n ~ o ~ o n m o `A m r^ ~~~~ n ~~ p m ~ ~ x z o m + m ~ ~ N Z z -~ -~ ~ in m o ~ n n ~ m m m ° m v x < r- m m m r x n o om c o~ m m z c o y ~? _ ~ o ~ o< ~ o N ^ r " " ~^ x x m m n ~ x~ -~ o m m O -~ `^ z "1 r z ~ _ z D c w m w x -i o z m '~ r ~ n r^ -+ ; x m o !^ H~ in = 2 (l N n x_ m r~ m ~ D n ~~ N ~ l l D I I I ~ O ° m y° m 7J p o ~m ti D ° ~ n N~ al < Z ° y m ~ m m n ~ ° ° ~ n o ~ (n ~ ~ _~~ ~-'~ ~ ~ O r <nmcZi ~zviZ z v~ Nm m n ~=~n° " '~o~ A ~ z ~° ~oo nc~ in o ~ ~ c ~'-i n N ~ "~' ' ~ Z N ammo x norm j oinmr m o r z c ~~ ~r-1~~ nrm m m `nnnn x vi o -i ~ ~ o -~ r~ ETC n Z x ~ ~ <X O Z r0 ^ T l J ~ m A A v ti Z Z o< D ~ TI D m x ~ Z-~ r N a m < Z ~ ° to ~ m ~ W ° m O D~ o° y 0 Zl m VI C D- ~7 O N< Z m m O C r~ O ra Z '~ n W I Z W ~ m "1 O O W T ~! ~/ N m ~J _ r y ~7 D z ~1 m~ O r Z r ;K -1 O O O ~ O O m TI ~ m z m x f~ r < p ~ TI D t it ~ m r m ° ~ -i --i m O O m O N m m Z N O = m~ D m /~ ° m D j n ~ Z C~ VI o~ ~ 'V ~ O m H m VI W ti ~ i i i i 00 ~ n _ (~ (7 ~ D N~ m Z Z N m n -1 D r O O D Z IT21 ~ 0 D 2 -/ m m Z D m Z ° r O ° N c~ ~ -~ - cn O ~ m o = D c z c ~ v_i m x ~ x u' u' 0 0 0 ~ ° ~ ~ o -~ -i ~ x z z n i^ ~ o ~ = o m x o ° x ~ ° z ~ " ~ ~ ~ - n ~ r' ~ m 0 O~ °° n m m ~ ~ ~ o .y K °~ 0 m ~ m '~ = m A ~ i ~ -1 = m mc x m Z o~^ ° m ~ ~ ~ m o o v+ A a ~^ ~ ~ D ~~ r~ ~' m o ~ ~ `~ Z ~ Z r m~ xJ Z -1 ° Z r D o o r V1 Z Z D D p ~ ('° y C C Z~ C N mm I W X S/ m O m m ~ p y~°<° O O n x ~ -1 N O S C m r Z p~ N O D V1 ~~ y G'1 C7 r ~ b m m= r w _ o~D~ n ~ a V i=ce ~~ONCx-~°° =o~~ " m ~~ mZ ~ ~~ -im~z~~~" ozm~~m Dmz m ~ x m 0 3 o in ?~ m m ~ o w ° ° N ~ m ~ '~ n ~ O ~^ o c o <' w r° co n x° n m m o z~ __ m `^ N Z = m z ~ o o ^' z ° _ z z o - Z ~ ("") ~ m ~ ~ m n m ~ r ~ ~ `^ ~ '~ 2 m n m c'~ m ~ m x ~ O A 'm~^~ 11 ~ ^ t ~ v ~^ ~ n m ~ o z c i ° ~ z -a m ~' D m m ° C ° ~ r = r V7 ~ o ' D c~ ~ r C ~ D r~ Z C ~ i ~ N C f x n m z c~ii o m O r~~~ y 1 (( /A` }t,!' { ~~~~ -i x ° x T ~ o m~ m ~ m *i Z O o m D r 3 T7 x = N z~~ m n ~ o D o ~_° r r o< n f~ ~ ~ x. r ~ o z z ~°° m ~ V t ~~ 1 T D o -1 N z V1 D=~°~~ D CO z m~ r N ~ o y ~ o m ~ n x- C N m m o m c ~ N ~~~ ~ z x m r r m m r m o in ° -~ N z m v~ ~ m m _ z o~- c z _ x w m n n ~ < m z m m A in x o z x ~ ~ r' `^° m o ~ ~ "' '"~`Lo ~ mon ~ v, °n ~~ D r *i o mZ mN =oD~ -I ~ Q mo ~ l~] (~ ~6 T'~ ~j"'~ ~ m ~a~ 2 o c = '<~m Ac moo ~ ~ o ~ n = C o < ~ ~ G ~/ ~ m cn r z z o m m O N ~ ~ ~ .~ o ~ o ~ m c~ o m ~ Z Z o z ° r 11 N / /\ V ~ m (,,.mot{ ~~~ i ~ v O O { 1 " ~,,,,,j _.-_ - r 0 0 N 0 o m 0 0 W o - - - - 0 o~ 0 z O Z m Z O N T1 n p n ~ N 7 ~ - ~ ~ O O c-~ ( rf = Uusdems0l\data\work\ ro"ect\72949\cadd\Ec stRCB\v 05. rf date = Fri Dec 02 11:16:54 2005 tl n = \\usdems0l\dato\work\ ro'ect\72949\cadd\Eas1RCB\vOS.d n 0 0 m m n ~ ~ Z m m 0 0 Oo m K < L ~ D L m n n = o m o ° m o m m m y~~ m D Z11 ZJ ~ N m V1 O y r~ ° O ~1 m O -~ D m D X r m m D y Z 2 0 2 D m m O D O m 2 o< ~czi~mXmrzz c z~~cz-> m m° ~ n r =iDm Tmco v-i c~v~y zm-im cn cnoZ v v.° N~ m v ~'~' „ o n A ~_ A x x ~ ~ p D~ o z n A x n x 2 m m x o y ti o A O or or coAOO D n m ny m o zcnA iv- rc~rom cnom n mA nmz ym °z mom AA oAZ~y z r o y D xm r Zc~v -cg mm z ~x° fTl z Nmc r.~~°~ yomom ~ o m m ° cnyc~ onD-+ °mcon ~ zr cncc~-i on zmn z OAO Azz c °z c cn T~ mon mz x ~mrcno Z ~ cn~ox n zn cn nAZ~z jc~c~ AADO-~ ~ _oN o -`ni o `-' -~ n°°"' zA~oz ~°z =1 ~ zm oor~-, fTl m~ m N n A m o ° z o~ m r r° r m ~ o -~i o r m 'i ~ ° r o v n y cn ~ < o n Z N r~ D o ~ ~• nroR'mA moN n < ~" m ~ ~ vziz~ ~m~° ~mNmni mmo ov~'~n m~ n'z^" D nx~< ~Zm jcA-~noz r cmnp ~ = m worm oyoc~ ~cnnn~ c~TiA °z~r ~~nnc r N mr m D N D T7 O OX `z Z r D A Z C D m ~ O 01 °~ n x O y D O O y V1 r< X ~ D~ m O cn r°< ITl ~ y 0 Z Z= C y y~ ---I y y m~ Z A r OD N O m Z n C y Z= m D f<Tl ~ D ~ O r y ti xp '~ n A m y o m° o m r n D m~ m x < n m vmi m m~~ Z o o ~ ~ < m z o f te n -~ O ~ noAOCnmm cnicm tic~N = N No o in m pr'c~ cn cn~~ x ANN cynZ~ mmm° Nz _z °xm -~ -~ ymr^mAOA ymy~m D o r ~z y' mOmc oo -~° y zcn°° I'Tl 2 Z y D C y ` :n x W 0 r _~ o O ~ n A 2 p r N A O m Z x A 'D 2 n x Z -1 y ~OTIS Ohm ~ m. r ~ m O ° OtnN mDmO y D y~ D m n m In y c~ (/1 ~ ~cni°AC"~mn ~=cnmz m °~ ° v nyn czizyn -',zoy V'° E~°N ~ moyz x ocmm ro om~ xo m~c~3 m ~+ ~ N• + mZrr- ?=my c^~vzi cn °mA Az = c~ ~ o~ p ncnmz'~y~ °mozoz o ? 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AT 9 STAGGERED 9 ~~~ o ~ w r m v F ~ s ° inn 3 4bl BARS Imo ~ r a n-+ ~~ ° ~ ~ ~ w `'' ° CA o n w m ~ m ~~ c~ m o z z c' ~ _v m z D ~ x ~ o z c~ ~I C7 ti Dx Z ~ Z ~ ~ ~ z ~ ~ (n _~ ~~ m ~a n w m to m Z ° ~ w _ "' m~ ~~ (TI a N m m ~ ~ J ~ ~ D in v ~ `° ~° ~ Z m L r ~ (n O N ~ V ~ Vl ~ Z ~' m m O ~ z .~ S O O ~O = ~ Z r a ~+ - O ~~ w m w m N m cam m ~ ~ ~ ~ v, m ~ ~ om ~ w z v i ~ 0 = n O° ~ °-' z _ N ~' ~' o r "' a i+'I ~ c vzi "' x _ D < '" ~,°.~ ~ ~--~ r o ~ n m ~ O N `" to m _~ n ~ C s w ~ s = c~ p ~ ~ ~- ~ z r ~ ~ _ C` Vl N ~ ~X nN Z ~ =m ~ ~ m n -{ N o m " -~ o ~ O A X o W m ~ N v, m 7c 0o Z o ^_~ ~ 'T~ ~ ~ m N m z o o m~ a' r N N z c~ .° (n ~ 2 --~ ~ ~~ ~m -~ ~ -+ o o ~ o = O „n n W ~I Oz ~ = nz°m ~ z ~ - ° ; m ~ m N Z ~ •.n PZ N D ~ W X ° zv~ rcn r 0 N room <x o~~ o Io cn rn w a Iv ~ c z o o c~ z o ~ ~ _ ° A Dm O o ~ ° om ~ = z z z N _ ~ X o D m (~ n~vim aD~ r ~C-i Z r T r n ~ 0 a cn in ~ < m m V1 ~~ O y Z N -i W O ~ C i < iD 0 r ^ ( (~ , "'. ` Z V( =A~f~\ QJ CD Z ' ~~ 1 11 `O, N ~ m ? 01 Z C ,-..~ \ r2 (~ I~ Q `~ ~ . n \ W ~ m~ V1 ~`1~1+ VV '/''~ m ~(!\f`~~ (( \ `~~ ~„~ y N a N m ~ 2 r m r ~ .. C yi ! w.~ ~y~ ~~V • ~ ~ ~ * m 1 m ~~ Vl 441J z cm') m m ~ N D ~ N - N V ~ mf~ D fTl o m~~c~ r o\ w r ~ Z ~ < ~ Z r r1~' a V 6f C~ C Z Z7 w ~ 1 ~ X ~ T ~ z O H J.4 cn o N ~ ~ ~, ~ V 1 w n `' N m o Z < rv O N ~ p ~ n <p ..+~ w r N o O ~ m z N 1 I / ~ e {~~~ ~ imp ~ ~ m N ~ ~ \`ri~ r ~ N _ N L N < Ql ~ xt = \\usdem501\dato\w ork\ ro'ect\72949\cadd\EastRCB\v09. rf date = Fri Dec 02 II: 18:21 2005 d n = \~usae msol~aata~worrc~ ro ecr vc 0 0 m m -V V1 s ~ r z m m 0 0 mm < < vw n n ~~ n ~ v mo ~ m o~ o~ " v r mm K o~ ~° r c°~ ~ z D _ -i 2 Z O r t0 m 1"1• n 0 m ~~o m°z~ mLm -i C Z Z N Z c7 o~Z < O N .Z O r m~N ~m 2 Q O ~ Z m z .~ v~ _ Z ~ ~ N n m z m o~ o -~ D O z ao -a m ~c m N ~o 0 Z Z N O D W n 2 ~ x ~ m Z .. r N C N ~ O O Z N Z Z ~ # O C F Z ~ o D7 Z ~ ~ vAi O m LO ~ O Z Z y ~ m_ C7 2 ~ ~ m N Z '~ m D O A z m 0 f r Z r ~~ ~m m ~ °m in "W n n ~ O z o C r v, ~ ~" m n + ~ o E TI cep ~ ~ r O Z~ N ~ <X N~ o ° m -i O O m ~ ~ X O ~, Z ~ _ D "Zo ~ ~ - ~, m o~ C m ~ C N_ D ~ X ~ m n ~ n fTl X ~ ~ m '' o _ r ~ ~ z z ~ ~ C ~ ~ _~ m ~ ~ _ ~~o ~ D m rn Z ~n~o ~ ioD m r ~ O G ~ ~ ~ ( /) ~ tD 0 ~ n N m p p o m Z N m n Z O m ~ wcnn n = r n n r ~c r r r I n O ~ m z m x ~ ~ m~ O r mop D nnn ~-ir Z n ~ r w m m n ~ -ins ~~ ~ ~ N_ m -, ~, ~ °~ n m ~ _~ m m v, om N~~ -~ z n m n ~ ~ ~ ~ N r D ~ 3 ~ r w ~ ~ = Dt~w W ~ 0 ~ A O T ~ m Z ~ r ~ f N m L Op o -o -1 7." w D ~ zn= °' ~ z o N 0 m n N ~ O m-~~z ~ m ~ n - m r ~ v: ti_ mrom z -~ vi n cn v c~c-DO n N- < n nrnT~ n ~ ~ v7 < n m ~ ~7 Z l C7 N Z~c~- m m m ~ ~ m x n -« r 0 W A C ~ D r n ~ m m m A m r o m N v'LOo O 1 x ~ z z m N r o W ~ ~ z r w O c w+ n n mA ~ ~ ~ H ~ 0 m ~ m n D C7 m m N n 3 N z 0 w D o z n - -1 m ~ ' O ~ D < ~ v _ O Q D r T N O ~m r m z ~ c~ -i ~ 0 oZ W T o~ D z m a v m i ~ n n ~ a 3 _ V7 N V7 N W N_ n v- ~J N N v, ~ D m m ~ ~ . m L ~ W - - - - - - - - - - - - - - - - - < - • ~ .I I ~ ml• I ~ N I. I I •I -~ m W I; I n I' I ~ O O I• I ~ I .I I~ ~ ~I O ' m ~ I I o I. I ~' I •I o o l .I ~' I',I 3 3 3 ~ a ~ ~+ 3 m I ~~ W T ~ m ~ f~ n c m v m n n z n ~~ m o ~ m r~~ c i N O 0 ~"I N r D x ~x ip a cn 0 O W W W ] r o m -- I .I I. ~ I I O I n m N ., W X RI I T ~ I F m 3 N W W N -I ~ I N x ~ o O I I I I N ~ I I I ~ I o n ~ N -i n z O - n~~n I .I . ~ WALL I I O u v+ ~ ~ 1~ p W~ -~ ~ I ~ w m ~ r~ ~ m I. I I I I n ~ o r nm~ I N I in O ~r~ I.I r' p m m ~ I I D I ~ I ~ ~ III ~ _ ~ ~ oo II I I I L I ~ - - - - - - - I I~ _ I I W I I O ~ I I I '~' ~ ~ WALL I m n O Y I~ III ~ -~ I ~ ~ I I o I O Z y ~ ii ~ ~ i m ~1 I ~ O TI I O T ~ F ~ F v, .~ s - ~ - (n ~ r Z ~ ° Co n Q) n W n a o ~ = ` N ~ ~ 3 _ O D w ~~ :~ wa s- ~~a soot ~~` •~~ N N ~ ~ _ ~' n n n m m m _ o W 4 ~' ~ ~ ~ ~ ~ N Ql ~ O1 ~I lD ~ Vl C r -i m 0 ~ N ~ n ~ n ~ n ~ m m m N ~ n m 3 Q' 3 ~ O O ~ a ~ o ,~ ~ m ~ ~ ~ n ~ w m in ~ D D v7 N ~ ~ N V7 N ti_ N n ~ N O n ~ m m n JJ O m G n ~ W w rt = \\usdems0l\data\work\ ro'ect\72949\cadd\EastRCB\v 10. rt date = Fri Dec 02 IL•18:38 2005 d n = \\usdems0l\data\work\ ro'ect\72949\cadd\EastRCB\vl0.d n °m °m a ~ r 2 v o C9 m ` K E FI F2 FI a~ U 3 m n n ~ n m o ~ o ~ ~ o - - - - - - - - - - T - - O _ - - - - - - - i - - - - - - - - - - - - - - - - - - - - - m m zo ~ C ~ ~ w ~ D n z r r ~ <_ n I o~ r ~z Z m ~ I D ~ ti 2 -i I m ~ ~ n n x ~ o frl ~ N tD a ~ I ~ ~~ ~ a n _ z - I ~ z - r ~ m ~ ~ ~ I ~ j m I D fTl ~ ? ~ I n D I ~ ~- r r ~- ~b i ii ii i ~ I I I I III I ~ ~ ~ ~ ~ ~ ~ i i i I iii i ~ ~~ ~~ ~ ~ I D S y S V S D L O S Z K N O Z n O C Z -~ 0 m z s s m O ~ !." rv r = ~O mmm~mm Z m~ m ~ m 0 f~ =nix ~ ~ mzm~m D m m r fTl ~ m N Z~ Z O Z r xW N ~ -"') OZOZ~ -1~ z 0 n ~ ~ N~ N< Q o C v+ ~ ~" s aZ<z°- -I pm mn + ~ ~N °T fTl oG ~° cO°n f o~ ~ °~ cn D= v n iv Z fTl ~ n m x~ on _ ~ C7 xco<Nm _~ _~-~~ r O Dri.aZz al'T7 ~m~o m Z N °~~1~~ n ~mo~n < X o ? ro ~ ° ~ ~ r ~Z N°°=_ = m x ° Z ~~~ n fTl ~^ o n m o ~_~ D ~ O „n n m ~z ~ oNy Z -z0< ~ ~ z .~ 0 C CC 0 Z~ C N C ~ X 7J O Z ~ < C ~ N '~ ~ ~ N ~ N '~ fTl O D = ~~D~ D O o - - - ~ m n r X ~ ~ m ~~ r ON ©~ Z z -+ o ~ ~ ~ dN~~l t,1.1 ~ d 1~~ ~, ~ m a 0 0 - O N w ~ _ d ~ ~ w ~ w N ~~oC D m ~ ~ ~ - o ~ ~ ~ x ~z/~ ~ ~ C O r ~ ~ H ~_ ~~~ ~+~OV ~ O O N o°_ ~y rte- o° - ~ O - N ~ O O V ~ _ ° D m (n ~ O ~~' ~6 ~r ~ o < ~ ~ n o Z o m ~~ ~t~ D ° ° m rf = \\us 0 0 m m ti N n ~ ~z m m 0 0 0o m K -C m ~ y Z n~ ° mn o ~ ~ r z D ~~ Z n= o~ ~ \ „o < ~ \ m w m \ \ = rri uec oz nan:ou zuu~ agn = z BOTTOM REINFORCING I TOP REINFORCING ° o m 4dl AT I'-6 6fil AT I'-0 V 6fil AT I'-0 I'-0 6f2 AT I'-0 n 0 z ~N i m \ ~Z ~ I I m ~ I I o o \ \~-' N I I N I I - ~ I \ n I I I I o r ~ _ c~z \ I I I I z O \\ ° I I ~ I I ~ \\ I I ~ I I 0 Q° ° \ \ I I ~ I I i \\ II ~ II m ~ \\ ~ I I I I A ~ \\ N I I Z I I ~ ~ ~ n \\ I I ~ m I I _ ~ v1 ~% ~ ~ \ \ I I o I I m a -' \ I I ~ I I ~ z ?~ ~ \\ I I ~ I I o \ ~ n N ~ m p 9-'Z ~ I I ~ I I ~ ~ ~ _ ,^ o o ~ \ \ ~ I I ,, I I O ~ ~ \ ~ ~ ~~ ~ \ O I I in I I D ~ ~\ \ ~ I I ~ I I ~ \ \ I Z ~ -n \ a D I I ~ I T Z \\ \ °- ~ I I I I ~ I I I I v T \ \ m ~ o ~ ~~ -s - m ~ \ \ ~ Z ~ ~, \\ Z I I l i ~ \ \ I I I I y ~ \ I I I ~ r y\ I I I I ~ C7 ~ ~- - --- ~~---- Z I- ---- I I ---- 1I ~ I I I I W ~ I I ~~ I I d I I D I I ~~ I I - I I ~ I I ~ I I I I N I I I I I I I I Oil AT 6 ~~ L O Z N O Z C7 O C Z W N - m T l7 m ° o o n o D ~ ~ ~ ~ n ~ n~°Zm ~ vriTZC= D =ocn~m r m ~ o N x ~ Z z ` o Z c» ~' ~ O <z nm°o ~ iv r ~ z fTl o m ~ (/1 n ~ N N r .. m nminr m Z N ~ ~ 2 ~ m ~ O n m z m r ~ r ~ _ N •_ m m o v, m' ~ n Q' C m x n n ~ z ~ 0 o r n r x m m y m z n s m O ~ O Z f ~ ~m ~ o ~ W m N y ~ c~ n -~ -r ~ ~ o Z7 oC r o m ~ ~ ~ m n N ,., + °D ti ~ ° o~~N z r n m -' n Rl - m ~ m N Z < ~ o o ~ ro ~ ("') ~ O my- n 0 m D -~ ~^ fTl OZ Z ~z !! < Z~ C N C~ C mm ~-n W X A °°D~ D O o m m n -~ C7 f r X pp o ~ ~ o ~ z ~ Z 0 ~ ~ C _~ m ~ ~ __ ~ <m D f rl vmi D C O Z r ~ TI ~ °D m N O ~ ° ~ m ~7 - o ~ C7 = N m 0 0 V I Y ~V~ '~~~ ~~01 ~~~~~ L~ :6 Wtl ~- ~3Q SOQZ ~~~' --------,-I ~ I I I I I I I I , I'-0 3 n in N // /~ c m 2 W ~ a ~ ~ ~ ~ ~ ~ ~ ~ 2 m ~ ~ ti ~ / n 2 I ~ ~ c7 n r` ~ a r I ~ x{ _ \\~ °m °m N D Z m m K < G l7 O '_' v m m K D 1 ~T ° V x z (~ o D r a N m n r 0 m z ~ ~ ~ Z ~ m D n ~ n m z m 0 D L O O Z 2 Z N O Z ("') O C Z v S O m z n ~ ~ m ~ D n T D m n n TI D m o ~ ~ ~ m ~ ~ o ~ O r~ ~ Z r -- ~~ ~m r^ ~ ° m cn n ~O = o ~ O r om ~_ m D [n m + _ ~ N __ ~ m =D o~~N Z ~ m ~~No ~o ~ ~-I`~ r O °„_~ ~ Dm n'~~~ m m z N mnmD zn~r <X oz ° ~ n ink r ~ r~ O p ~ v O Z Z O Z ( z fTl -I ~ o O D ~ O ~ ~-~ T D D ~ D - fTl O z ~ Z w p m m m o Z z < ~ Q ~ m W X A o s Vl 0 0 m AD D ~ o m N m Z N m n "' ~ ' X QO ° z xN~ m -i( ) r ~v~ min c ~ D C ~ ~ ~ ~ ~ m a oc n ~ ~ - i < r n ~~~ ND~ D ~ a O ~ Z ~ Z =oDm N ~ O C o < ~ ~ N b A C7 Z N m ° ° o W ~ 1 0 c m z Co C D r D Z 0 z r D Z >~ n TC N D Z D D Z ~N J Q1 v v ~ C G ° I'-3 w 0 v 0 T O n ~ ~ o m r^ z ~ z ~+ ~ z ~ N n c cn l n m ~ r o r" z `o O O T~ o O ~, O Z m G~ z o D ~ ~ / m I// D nv om f- ~ ~ / cn ~N r (Cj~ C7D y r O r m z -~ °z ~~ ~z O C D n ~ z ~m ~ o zm o~ z `^ ~~ m dMU~ ~?~.1.1 ~~ ~~~ },~j]~~ ~~ :~ W~ S- X30 SODZ ~~ ~I~` N m n W 4'-0 ENDWALI - D ~ r - 3g CL. -I'-4 Shl 8 o r O r-z ~ i'-o ~ Z - ~n MIN. 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? m m n n ? ? ? ?? n n n o n n n n o 0 o n n n n ~ o zomnrm n z Z z err r z z ~ ~ ...~~ r r r r r rr r r r ~ r r rr ~ ~ ~ r r r r r C~ -i o --~ Z Z7 r ~ O T 0 0 0 x ~ - r r O O O O O r r r r r r r r r r r O fDrl n I?1 G7 Vl O= D m O ~ ~~~ ~ ~ A D n x< Z Z Z Z Z W m W n T m m W n n n 't m Q1 W -~ z N Z= ~ -~ w ~ ~ m n m m m o 0 z z o m W W c7 C7 c> C> c) ~ ~ ~ ~ D z ° N Z Z r m ° ~ r T m m -- ~ cn ~~ O O ~ ~ -i ~~ m T m r T T m m r r r T m T m <--> N r p 0 0 m Z r 0 0 N N N~ ~ ~ C C C C C << G r < < 2 S r r r = 2 2 S O r C N m m O C7 N m -_1 -i O O m -1 O O S S O O O D O V1 Vl Vl V1 2 m D° O N T D Z O O Z ~ N r O D D O ~ Z r = G D D D D D O O O O O N nx ~ o~Zy~v~i = ~ Z D~ m = T T rr ~ ~ r r r rr S x = x co n ~ ~ O = TrrO ~° r~ r T O O O 00 m ~1 m m z ~~c ~ ~N~r ~m W r N D ~ ~ ~ 1~ < S 2 2 To O O-- ~] ~ 00 G7 m m T V O] ~= N N ~~ ~7 m a O Tf ~ Tl N~ W O m I O ~ ~ 0 0 T O O O ~ <DO -1 ~ r O ~ l~/1 S O D o° o Do 0o m rJ // / h / J J ~ r~r ~ ~ ~ / m O zz c TaV~- -~ D oo n~ x Z -_~ Z r ~ C ~ J N ~ a N a a -- D W D a a ,' Ot O N D ~"~ W N N~ j a D N N D~ N - D n m Z -i - O O O O~ tD ~O W W ~ - ~ W ,I ~ ~ Q1 ,I ~ a ~ ~ a ~ a m W Ol O a A N Oo ~ O O T z z m m o m _ 1m m 3 0 N N N_ _ N N N N r N I I ~ In ~ O 3 D ~ W tP O~ W a W OD ~D a aD Ql N Ql a O N m W a W Ql O Ql tD m O~ D N N~ m W tJi a~ WO m W N- m d N (Jim d Z 'O i VI ~ ~ ~I 01 V',i ~ N N T O~ N = O - oo a iD ~ o = O 0 ~ - Ol = o = iD O = O = O n oo N O a ~1 (n') O ~o ~ (n7 iD to ~ n i0 OI 7( D S S 2 2 S O O m ~ - 0 0 A <~ r a o o m~ m m ~ N w w w Jo o ao 0° m m ~^' ~ ~ a m oa W a °' ~ m' ~ ~ m m "' o D = o ~ in N ~I N a O an W O O a vi ~ O w ~- W w - - W ~ ~n N a p - m= r 1 m ° = I z o ', N tD a r m a~ rn 0 z 0 z n 0 c z i a A O m i = a m ~ ~ ~noo N nm- ° c~ o I'-Tz m zD ln-CN ~ ~ m = onz o ~ ~=~OZOO~rOOn°orcNirrr°,ixxc>m D ii ~m I'-7 ~ ~O =m~aioN~NmD~ AcAr-or. m~zm Zo.. ~ - ~ O ~~ ~Z Nmo`'=~om~n~z=omnz `~_~= 10 °m ~ ~I ~-i mzT~mn~-i0omn_ zz~ °ma~~" ~ vz_i o .~ ~ ~ N 1 D ~ m = ~ °_ ~ D p ° O N ° N ~ D ~ O ~ N ~m 616 ~ >~ ti 2'-5 Am 020~m om~nz~^r~ Wo onmz ~ ~vzi ~ iv ° ~ r^~ ° v7 c_ n~-'n~~~nv, < "ENO m of - ~00 ~' ~ ~ Ao~mm^_~--z+inrn=~rczi~o ~_ < ~ zn - m ~ o -ip io n ~ ~c<°z`^=rr"'imzv'_oz min ° m I'-4 N N ~ oC v,~ "-' _ r^~z-+oOmzoNir+-~in~' m Tm T z o .~- _ ~ - r ,x„n u, zzpo mcno~n~z~(n~ on O c mW OfTI yO ~ ~v-'ix~vZmnm Z<°O~cn O~ ~ O ~ O o< Z m O y, r T n~ o n A° y °n ~ -^ w v °T z° n~ -+ Ql r I,_78 m _~) °n-~ z C7 m m'°`~o~'momoNOm ° °p z m o ~ w z z ~X oz ° -I (~ ~ -iDZ~Q°D~c~°~m~ o~ -~u' r n a W ~ ~ QJ fTl No0 x = X o ~D°rvi m• ~~~om~ N N m o 00 ( ~, D fTl _ z m„ m-~~c~~ ° ~ ~_~ D ~ ~' z~oo~A ~omZ~ ~ Tm n R° Z "'z0< D m Om w mcziD~ ~.vzi=c'o z ~z o LENGTH Z-,2 ~ i ~ `L N ~ ~ X ~ ~ ~~ ~m O zNiZ n m~ ? ~ is n m n m ~ o - (4'-G) I'-I a 2'- I fTl •oOAD`° D O O o°oc~ m Wm~ m n N .A ~ -I x ~ ~ x o ~ zz ~7c n .rr -a or ~ m Q D m -iC7 f O~ m onoo ~ ovum ° Zo ~' - 9 ^-' - c z-I O ~ ~~ -' ~~~n z mom ~ ~m n !!''~~ N o ~9-~/ (n m =~ m r~ m mNO~ o~ =~o r "'~ o (~ ~~„~%..1 V~~ W -(8) Q p-~ Y r o m ~_ -~ C m m r a m n m in m m o~ z ~MV ~ C1 ~~,1~ ~ W '~ ~ a Z ~~ _ ~ o A mf O z D ~ Z n DoSo~ " °~= o mm Z ~t ~\ ~ O r W ,' _ ~ ~ <~ O r ~ -n w wpm n ° m LO z < -{ ~ -< - m n m A ~ ~ o R° W z o D m (n O - m ~ c» °o ~ r „ T~~ ° N ° ~ o ~ m ~ o Z N Z mo ~ x Z o Q~ .fir 1.1~ ~ _ iv ~ ~ o = pl-,1 ~ n ° ~ m n mn 47 D P~ , ~ z N I•Tl ° '~ - z ~ 6-'I-f~ W I'-98 o O W m o D ~~~, o m ;< rf = AAusdems0lAdataAwork\ ro'ect\72949AcotltlAEasiRCBAv15. rf dote = Fri Dec 02 IL•19:54 2005 d n = AAusdems0lAdotoAworkV ro~ect\!2999AcaddAtasifii;8AviS.dr 0 0 m m N n ~ ~ Z 0 0 W m ` K E F GI F ~- ~ U a~ 3 mn n ~ n s o m o ~ '_' o / m m / K N ~ ~ ~ ~ ~ C~j Z ~ ~ 2 ~ / ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ T ~ I m C i D ~ W A n I = Z m ~ = n ~ n 'Q r ~ z N a ~ r D ~ a z ~ ~ rt, n c z C < m m ~ 1 r y m -' m ~ ~ ~ n ~ ~ I r ~ I n I ~ - ~- ~b I 1 1 ~ I.I I n ~ I I III I ~ I I I I I.I I ~ ~ ~ ~ III I I I I I I,I I I i D S y S V S D L O ,~ Z K N O Z C7 O C Z -I --< A O m ti 2 D m ~ w N ,- ~O mmm~m frl ~z m~m~"' ~ N ~ m z m ~ m D nfTlmio~n-~ ~ rmn~ m ~ z m z o o r ~ o o z ~~ z o n ~ <inN`^< Z v, _ O °r x n in ~°z<z°- -I o fTl m + ~ -~ ~ ~ o m frl p GD ~ ~ ^ ~ O /~ m~ O D ~ O ~ (n _~ -~~,f, ~ O Dc-zz r n m m nfT1 ~m~o m Z N ~m~Ny ~ ~ o ~ ro ~ n ~ o A ~ r N O ICJ X o r m_ m Z ^_~ ° TI = I'Tl m z or vNi T N = ~ N O (7 N O o A-~ m m oZ m ~• z ~z0 < D `m ~' o -'i ° °~ D `° `L O X p ° ? ~< c -i N~ -v ~ c°n d w N ~? m m o m m ~= ~ „ ~ m -n+ C7 D x ~ cn ('11 fTl -i z - ~ C7 (.O m ~ y 1 ~ dM'~/ Z ~ o r +- fTl ~ m_ 7}~,~~ N W W W ° - W W V~ N W N o oho ~ m ^n ~ goo-NW-~WWm~~W~oo-xz N D Z D .~ z r J~`" ~uU ~ O O N O ~ m ~ -i - N O - N~ m ~ O (/~ Z o< ~ N ~ °Do ~ ~ 0 $~,~~ ~~ ~ J o ~ 0 m o ~ f< c~ N~~ 7c c°n a w N~ m m o n w n x= m art ~~usuc~~~o~~..,..,., ..._ 0 0 m m ti N D C7 r 2 m m o a w m BOTTOM REINFORCING I TOP RE INFORCING z ~- ~ m~ o I 6fil AT I'-0 V 6fil AT I'-0 I'-0 6fi2 AT I'-0 ~ 4dl AT I'-6 ~ I w czi o I ~ I I I ~ ~ no m ~ 6+ O \ ' I \x~ I I o ~ m 6~ r ~' o \~ S I d I y m~ 7 J ~ ~ \\ \ 9~ o I m ~ O Z Z ~ \ N Z I Q \ ~ I I ~ \ \ I I I O \ O \ _ O ~ \ / \ ~ I I I ~ I I I (gyp ~_ ;U \ \ \~ N Oi ~ ~ I ~ I I I 7 \ Z -~ 3 I I N I ~ I I I I = ~ ~ n ~ ~n ~ ~ \ \ N I I I ~ I I n I I = O z ~ ya v -~ \ \ \ I ~ I I I v I I ~ Q7 r I I -'-"~ I I o I o o -~ n~i O - ~ _ o ~ o g-,\ \ \ o O I I I r I I -{ I I n II O ~ I I~ 3 ~ m ~ - w n a ~ ~ T v ~ .~ a . \ \ ~ _ , \ \ -~ I I I m I O I I in D I I ~ ~ ~ O L ~ O \ ~\ I I ~ I I I I I I I ~ ~ I ~ ~ 11 o n ti m I ~ ~ ~G \\ a' ~~\ \ D I I I ~ I I I I I O Z I ,, n~ I m D \ 2\ I I ~J I I I I I I ~ r ~7~7 m ~ n m\ \ I O I I I I I ~~ Q "' m n\ \ Z I I I I I ~ I I n ~ z ~ f~\\ ? ~ \ I I I I I I ~ I I r ' \ \ I I I ~ v c~ I I m ~ 9 \ - _ - _ - L I~ I T ---- - - _ - - - - -I- `I .~ _ r _ ~ - - --- ~ TT I ~ I I O I T I I I I I I I I I ~ I II I a nn I Nv I I I - II II m I I I I I I I I Z I I i I I I I I ~ I I I I I I ~ I Oil AT 6 I'-0 D .~. ~ I L O Z N r Z N _„ „ °p~ m D O m ~ Z D ~ 7 ~_ ' ' ~L ~ ~ ~ NZZ n r N p N r =mss Z m_ Z C Z ~~-~ z n O -I -I °z~ m ~ <o~" = c ~n N ;~~m -i m n z= m ~m n~ r r z 0 ~• m m~ n :" C D ~ o m Z D r r n z n m O ~ O Z f ~ ~m m ~ ° cn m N ~ -~ ~ W ~ v O z ~ o cn .~ o C vi ~ r m D N °m ~ o ~ O r ~ o D C7 ~ C ("') fTl o ~~ ~ O = ~ I~ m h n fTl N o m j~ ~ -' ° ~ O ~ X O °'N INO~ TI c-i = o fT1 ~ -~ D m oT O mn0 n< Z m~~ N ~ QJ X~ o ~ D ~ `L O o m'in r r X p~ V~ ~~~~ Z Z -+ c `O ~ `~~~~ ~ ~ _ - ~ m m Z ~ 0 ~QZ ND~o D ~ ~l ~.~ ~tl ~~~ Z o D m O D < o <_ ~ N Z7 ,r N A ~ ° Z N O m ~~~~ I O O m m -1 N n ~ m m 0 0 m m < < n n n m o ~ v x T 0 r mw i m n _-~ '..~ n ~ s Z (~ D N m n 'f( -~ O rn z z ~ m D C7 ~ m z m 0 m D ~ O O Z 2 Z N O Z n O C Z -< z m O ~ Z ~~ ~m m ~ ~ ~ m Vm1 -i -~ xW -+O Z o u, O C v~ ~ °m ~ o ~ O r oD oDc?~ c n m c~ p ~ --'~ 'm ~ o -I m O Z N nm O _ -{ -~ ° On ° m D rn oZ Z < z '^~~ N O 00 X °~ o ~ D ~ ~ O o --~ D X Oo ° m ~n r ~ O~ Z Z.~ ~ ~~ ~ ~ " o ~ ~ _ ~o ~ < m m ~ =oD`m ~ ~ O < o< ~ N ~ '' v~ m Z N C7 m o ~ 0 q1 w m m n n n n ~ ~ T T~ n n 1 T :'~ C -~ 0 v 0 0 m z ~ Z N ~ Z ~ V1 ~ C ~ ~ ~~ ~ r o ~" z 0 z ~ ~ m m ~ < _ O ~ ~ ~ N ~ .... 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~ r 0 o O y D mm ~m~ D m _ O r c z c c v v n n ~ ~ ~ ~~ Z z z T( ~ -~ Z Z Z ~~ ~ ~ Sj ~ ~ ~ A ~~ Z Z Z Z -~ -~ Z Z -~ Z Z Z Z m c~ c~ c~ c~ n n n m m n n m n c~ ° n ~ ° x -~ x ~~ o o n n o 0 0 0 0 z nzra~D~ < o m n o~v7 N n n z z mm z ? ? ?? n n n n p pn n p n n n n ~ o z° o Z nx ~ _m ~ ~ z z A r r r z z ~ ~ .~ ~ r r r r r r r r r ~ ~ r r ~ r r r r r ~ n` _ -ri O O O ~ A - 0 0 0 0 o r r r r r r r r r r O _ = D m `z n D =< Z Z Z Z Z ~ ~ ~ n m (~ m N ~ N~° A A m m m m O O w w m m D n '~ '~ n '~' m m m y z xD D-~ Q1 ~ ~ n ~ ~ Z Z O m C7 G7 C7 C7 C7 z z ~ (7 N Z Z r m C7 ~ r m W W - V7 N .ZJ :L7 -1 -i -i ~ -I T1 '*1 T T r r~ T r 'n ~ m ~ r' ^' r o°° "' z '- o o "' N N~ c c c C c << < < r r< < r x x x =° ~ C D Cp N m m r TI ~ "D O D N m~~ Z Z W ~ o C7 0 0 0 0 0 Vl Vl :n Z O m r m o N m D Z O z ~ N r O D D O ~ ti D n D D D D O O O O cn r~ iv °~ O -_i ° D m -a •'~ •'~ r r ~ D r r r r r -~ -~ -~ z nn oDZ min ~ ~ v m x o r x x = c~ C7 nx ~ -+~mnr x z a m r ~ ~ ~ ~ mw Z °o~ ° m.-.o~ao ~ ° ~ -+ m o 0 0 00 ;~ T ;~ ~ O ° ~7 ~ O O m m '~ a o D= N N ~~ < ~ m ~ a O ~ T~cnxm° m ~ 0 n mow,-,o o O ~ <no ~ ZJ D -+mx~r m I J J 1 ~° r ~aNOZ w rJ / / / / ~ / J J J ~ ~ J ~ ~ O oz ° ~o z D oo D~ x z z z ~ r < < < < W < in < < < < < < _ m -~ r 'D C Vi N a a N a a w a D N D N a~ N D ~"~ Q~ N N pp D O D D~ a N D~ D W D D N Z ~ Z Z O i.0 O W N ~ O~ iD ~ ~ a ~ N ~ ~ a ~ a ~ a ~ a ~ Du N ~ Ol p 3 in d in = m O N N N N N N ~•-~•-~ In m 0 ~ D ~ tNll 01 W Q1 J W W UJ tD tD 6~ a 0 .D m W lD W Q1 0 Ql aD m .~ N m O ~? 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I e72949- Ioee Csfy.Ioxe prf = \\usxsts0l\dete\work\pro~sot\72949\oedd\RoedDeaign\eerf\Y-001.prf Mormon Trek B1vd.Exbnston dgn ' \\weeb0l\dete\"ork\pro,~eoi\72949\oedd\RoedDssegn\Trsk2.xso dote =Sun Deo 04 19t44t10 2~5 X72949- Ioxe C~ty,Ioxe Prf = \\utweb8l\dese\work\pro,)•ot\72949\oedd\RoedDssign\pprf\Y-002.prf Mormon Trek 81vd.Exsens~on dgn ' \\usxetsBl\dete\xork\pro,~sos\72949\osdd\RoedDes~gn\Trek2.xso dates =Sun Duo 04 19~44dB 2805 "72949- Ioxe City,Ioxe W f = \\uswataBl\dste\xork\pro~aot\72949\oedd\RoedDasign\prf\Y-BB3.prf Mormon Trek Blvd Exbns~on dgn = \\usxatsBl\dete\xork\pro,~sot\72949\oedd\RoedOea~gn\Trek2.xso date = Sun Deo B4 19~44~27 2805 •72949- IoMe Ctty Iore prf = \\uttxetsBl\dete\xork\pro~oot\72949\oedd\Roe~atgn\eerf\Y-B04.prf Mormon Trek Blvd Exbnston dgn _ \\taxetsBl\deLe\work\pro,~soi\72949\oedd\RoedD~xtgn\Trsk2.xso deto =Sun Duo 64 19tMt35 2~5 INtKL.RNl ~VJ 0 ~ ~ O (~/~~] n 0 ~ MORMON TREK BOULEVARD EXTENSION ~ETTINO PATE U O ~'J~'J (mil Wi I to w Creek to Old Highway 218 JAN 11, Zoos i~ D m 0 a y~i Dr S L O Z N Z K I C7 1 D O r ~' ~`~ ~~' ~ 5 A~F \ W Alp YAIa1 ~ 1R ~ JJ4~' WFST I ~ 3 m 1EEFlIE'fS~ ~ ~ ~ ~: r ( a m '° u i ~ ~ / I I 0 0 / ~ ~~ I I r ~ ~~ I ~~ I ~~ I 0 0 O a °0 0 oZ ~ 3 D O N n r ~ m ~ °o O U1 O ,... 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Sincerely, Sarah R. Okerlund, E.I. Civil Engineer 0 ~J _~~ ~~ m ~~ ~~ N a 4 Grt Q r~ h ~ '---_ ~ t ' If ~ 0` N t.17 C.lI ADVERTISEMENT FOR BIDS MORMON TREK BOULEVARD EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the Cit~r of Iowa City, Iowa, until 10:30 " day of Januar , 2006, or at a A.M. on the 10 later date and/or time as determined by the ~ ~` ~~ r Director of Public Works or designee, with notice ~ ~ of said later date and/or time to be published as ~ a required by law. Sealed proposals will be opened ~ ` ° e~`''"""~ ~'~' •'~~ immediately thereafter by the City Engineer or -~„ ~ °~ ~°' ~~ designee. Bids submitted by fax machine shall " " D ¢- " • for purposes of this sealed bid not be deemed a ~,,,~ y~ \ o •_ 3 o g Project. Proposals will be acted upon by the City . ' Council at a meeting to be held in the Emma J. ~@s . v S - 3 $1 ; 5 Harvat Hall at 7:00 P.M. on the 17~' day of January, 2006, or at such later time and place as co rr <<,~ may be scheduled. The Project will involve the following: The extension of Mormon Trek Boulevard to a point approximately 350 feet southeast of Old Highway 218, the lane widening and .addition of a right-turn lane to Old Highway 218 at its intersection with Mormon Trek Boulevard, and the construction of a triple 12'x10'x809' reinforced concrete box culvert. All work is to be done in strict compliance with the plans and specifications prepared by Earth Tech, of Waterloo. Iowa, which have heretofore been approved by the City Council, .and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. AF-1 The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five 5 year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall. apply to this Project: Completion Date: June 30.2007 Specified Start Date: April 3. 2006 Access to Airport property west of Old Highway 218 will not be available until August 1, 2006, unless authorized earlier by Airport Director. Liquidated Damages: 600.00 per day, except liquidated damages for exceeding specified completion for work in railroad right-of-way shall be $1.000.00 per calendar day. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of the Citv Enctineer, Iowa City, Iowa, by bona fide bidders. A $45.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Treasurer of the City of Iowa City, Iowa. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. AF-2 The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK AF-3 ~~~~ ~ -9- Prepared by: Sarah Okerlund, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149 RESOLUTION NO. n5-~R~ RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MORMON TREK BOULEVARD EXTENSION -WILLOW CREEK TO OLD HIGHWAY 218 PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, until 10:30 a.m. on the 11`r' day of January, 2006, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law. Thereafter the bids will be opened by the City Engineer or his designee, and thereupon referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its next meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Passed and approved this ~ 3,rh day of narPmhar , 20 n5 AYOR ATTEST: ~~~ CITY LERK Approved by r ~es_ ity Atto ey's Office Pwenglres/mormontrekextappp&s.doc 12/05 Resolution No. (L_'~R7 Page 2 It was moved by 0' Donnell and seconded by sailev 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 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE MORMON TREK BOULEVARD EXTENSION - WILLOW CREEK TO OLD HIGHWAY 218 PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Grand Avenue Improvements Project in said city at 7:00 p.m. on the 13"' day of December, 2005, said meeting to be held in the Emma J. Harvat Hall in City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK ADDENDUM NO. 1 ~I~_,F~~ January 4, 2006 2006 ~A~ I 0 Aid II. 27 MORMON TREK BOULEVARD EXTENSION -WILLOW C~~T~;A HIGHWAY 218 IOWA CITY, IOWA The information in this Addendum modifies, supplements, or replaces information contained in the Plans and/or Specifications, as applicable, and is hereby made a part of the Contract Documents. APPLICABLE TO THE SPECIFICATIONS 1. FORM OF PROPOSAL -Pages FP-2 and FP-3 Change Bid Item No. 30 from "Fence, Field, Type 47" to "Fence, Chain Link, 72 In. Height": 30. Fence, Chain Link, 72 In. Height STA. 22.2 Change estimated quantity for Bid Item 65 from 2.0 to 4.0. 65. Water Main, Gate Valve and Valve Box, 12-In. Each 4.0 Add the following Bid Item, unit and estimated quantities: 72. Relocate Power Source to ASOS Unit at Airport L.S. 1.0 BIDDERS MUST. USE THE NEW BID FORM (yellow) THAT IS ATTACHED TO THIS ADDENDUM WHEN SUBMITTING A BID. 2. SUPPLEMENTARY CONDITIONS -Page SC-4 SECTION S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Replace the 50% requirement in paragraph 1108.01 of the IDOT STANDARD SPECIFICATIONS with the following: "The Contractor's own organization shall perform work amounting to not less than 30% of the total contract cost." Addendum No. 1 January 4, 2006 Page 1 of 6 3. 4 MEASUREMENT AND PAYMENT -Page 01025-7 Change Title of Items 30 and 31 to "Chain Link Fence and Safety Fence" ..MEASUREMENT AND PAYMENT- Page 01025-11 Add the following bid item description: 56. Construction of Sanitary Sewers p. Supply and placement of stub-out plugs and markers consisting of a metal post or #4 reinforcing steel at least 24 inches in length buried within one foot of the finished grade. 5 MEASUREMENT AND PAYMENT- Page 01025-13 Add the following bid item and description: 72. Relocate Power Source to ASOS Unit at Airport. This added Bid Item consists of relocating the power source for the FAA, ~. ASOS equipment at the Iowa City, Iowa, Municipal Airport. Work under this ~ ~ Bid Item will include the following: ~ ~~ General and Description ~_ o ~~ ~.. U MidAmerican Energy Company will remove and/or relocate their existing ~-~- ~ ~ <E utility power poles adjacent to the new roadway. MidAmerican Energy will ..o ~ move the northern-most existing pole farther to the north. This pole has ©metering and a Disconnect Switch and feeds overhead to another pole located on the Airport property. The pole on the Airport property is owned by the FAA, along with the overhead cable between the two poles. The FAA pole has an FAA Box mounted to it for connection of the overhead cable to direct burial cable. The direct burial cable feeds an Equipment Mounting Frame and Main Disconnect switch. The Main Disconnect Switch feeds underground to a second "Equipment Mounting Frame At Sensor Group." Additional details of the ASOS electrical system are available for review at the City Engineer's Office, City Hall, 410 East Washington Street, Iowa City, Iowa. Products and Execution Provide all materials and labor for the following work: Relocate the FAA pole to the north the same distance that MidAmerican Energy moves the utility pole (approximately 150 feet). Reconnect the existing overhead cables to the existing disconnect Addendum No. 1 January 4, 2006 Page 2 of 6 on the relocated MidAmerican Energy pole and the FAA Box o e "1 FAA pole. ~~~.~~~ 2. Provide new Equipment Rack adjacent to FAA pole to match ezist~ng A~"3 ~~' 27 installation. Equipment rack consists of two 8'-6" lengths ~}~~nek~~~}~ diameter, Schedule 40 galvanized steel pipe in 10-inc~~rr~e "~r~~`}~~~A concrete footings, connected to the electrical equipment box, an a 3/4"x10' copperweld ground rod. Reuse only the existing disconnect and lightning arrestor. 3. Install existing Main Disconnect Switch, lightning arrestor and associated equipment on new Equipment Rack. 4. Provide new direct burial cable (3/c, #6, 600V Type MC Power Cable) from the existing Main Disconnect Switch to the FAA Box. 5. Provide new direct burial cable (2/c, #6, 600V Type MC Power Cable) to the existing Equipment Mounting Frame At Sensor Group. All work shall be in accordance with the NEC, State and Local Codes and Ordinances, and FAA requirements. The ASOS Site Survey Report Document is available for review at the Engineers Office at the Iowa City, City Hall. Visit the site and contact MidAmerican Energy Company prior to bid to verify service information. All work shall be accomplished and coordinated with the owner and MidAmerican Energy to provide a minimum of down time as required by the Airport and the FAA. Measurement and Payment The Lump Sum price bid for "Relocate Power Source to ASOS Unit at Airport" will be full compensation for constructing an operational power source in accordance with these specifications. APPLICABLE TO THE PLANS 6. ESTIMATED PROJECT QUANTITIES AND ESTIMATE REFERENCE INFORMATION - Sheet C.01 Change the item description for Item No. 30 as follows: 30. Fence, Chain Link, 72 In. Height STA. 22.2 Addendum No. 1 January 4, 2006 Page 3 of 6 C~imated quantity for Bid Item 65 from 2.0 to 4.0: 2D06 JAN ~ Q6~-M 1111~~ter Main, Gate Valve and Valve Box, 12 in. EACH 4.0 ~~d(tt i~wing Bid Item, unit and quantity to the Estimated Project Quantities table: IOWA CITY, IC}WA 72. Relocate Power Source to ASOS Unit at Airport L.S.. 1.0 Modify the following item description to the Estimate Reference Information table: Item No. 2: Quantity is for paving the entrances and parking areas for Parcels 201, 202, and 203. Refer to Sheet L.03 for limits of paving. Access to all three parcels shall be maintained during construction and is incidental to the item. 7 ESTIMATE REFERENCE INFORMATION -Sheet C.02 Modify the following item description to the Estimate Reference Information table: Item No. 56: Quantity is for extension of existing sanitary sewer stub-out from sanitary manholes 205 and 206. Line pipe with Coal Tar Epoxy. Refer to Tabulation San-1 on sheet C.05 and S-sheets for details. Plug ends of stub-outs and mark with a metal post or #4 reinforcing steel at least 24 inches in length buried within one foot of the finished grade. Plugs and markers are incidental to item. Item No. 60: Quantity for the relocation of a water main along Old Highway 218. See Sheet P.05 for details. Fittings and polyethylene pipe wraps are incidental to this item.. No additional payment for mechanical joint pipe where required on plan sheets. 8. MISC. TABULATIONS -Sheet C.04 Tabulation 100-7C: Modify the first sentence of the footnote to read: "All fencing shall be 72-inch high chain link fence." Add the following Valves and Fittings to Table T-1: Station 870+61, 46.7' RT Valve Station 870+62, 52.8' RT Valve Station 870+59, 50.0' RT Valve Station 870+62, 49.7' RT Cross Connection Station 870+65, 49.3' RT Valve Addendum No. 1 January 4, 2006 Page 4 of 6 9 CONSTRUCTION STAGING PLAN -Sheet J.01 ~~ ~ ~~~ Modify the following construction note in the Staging Notes: ZOOb ~~~ ~ Q ~~ 11 ~ 27 stage 4 CITl~` CLERK Construction: IQWP, CfTI; IQVVA Construct 10 precast sections of RCB culvert and 2 cast-in-place sections. The railroad will be closed for a maximum of 14 calendar days for construction of this stage of work. See Sheet J.05 for Construction Staging Details. This closure is scheduled for June 19 to July 2, 2006, which shall include the construction of the precast sections of the box culvert in Stage 4 of this project plus the railroad removal by the CRANDIC railroad. Railroad replacement to be completed by CRANDIC after July 2nd Class 20 excavation from the RCB culvert may be hauled across Old Highway 218 after access to the Airport property is granted on August 1, 2006. 10 CONSTRUCTION STAGING PLAN - Sheet J.03 Modify the following construction note in the Stage 2 notes: 5. Install 16" Water Main East and West of Airport Property. Jack under Railroad and Old Highway 218. 11 CONSTRUCTION STAGING PLAN -Sheet J.06 Add the following construction note in the Stage 5 notes: 6. Install 16" Water Main on Airport Property. 12 WATER MAIN LAYOUT -Sheet P.04 Modify the following construction notes in the profile view: 40.0 LF 16" Water Main, Mechanical Joints 16" Plug Modify the following items in the Fitting Detail 1: (See attached detail) Modify the following Notes: 16" X~" BF VALVE AND BOX Add the following Items: 12" Gate Valve and box (Each side of proposed 16" x 12" cross) Addendum No. 1 January 4, 2006 Page 5 of 6 13. SANITARY SEWER DETAILS -Sheet S.01 F1 ~~V~~-~ Remove the following note from the SM-204 and S~~~I!lF~n~R~~~ ~rpfile views: 4 x 4 Treated Wood Post CITY CLEf~1~C IOWA Cl~IY. IOWA Replace above note with the following note: Metal Post or #4 Reinforcing Steel Marker Modify the following construction note in the SM-204 and SM-205 extension profile views: 8 LF Stub-out at 0.100%. Cap and place metal post or #4 reinforcing steel marker at least 24 inches in length, buried within one foot of finished grade. 14. PAVEMENT JOINTING -Sheet L.02 All transverse joints on the pavement widening sections along the east and west sides of Old Highway 218 shall be "CD" joints. 15. REINFORCED CONCRETE BOX CULVERT -Sheets V.01, V.03 and V.08 Provide utility access risers to each barrel of the reinforced box culvert, as shown in the attached Revised Sheets V.03 and V.08. This work will be included in the price bid for Bid Item No. 46, "Structural Concrete (RCB Culvert)." On Sheet V.01, modify the estimate reference note for Bid Item No. 46 to include the following: Also includes materials and installation of three modified RA-53 long cone concrete. utility accesses, RA-54 Type II frame and covers, butyl rubber sealant, concrete collar, additional steel reinforcement, and forming of 4'-0" diameter openings in slab of culvert as shown on Sheets V.03 and V.08. 16. REMOVALS, ADJUSTMENTS AND RELOCATIONS -Sheet R.02 Revise the notations for the two power poles located between Sta. 867 and 868 as follows: • The pole at Sta. 867+10 shall be removed by the Contractor, along with the overhead wires. This work is included in the Bid Item "Removals, As Per Plan." • The pole at Sta. 867+75 shall be relocated as described in Item 4 of this Addendum. SIGNED: DATE: ~...,L~,~.c- Ronald R. Knoche, P.E. I - 4 - zco~ Addendum No. 1 January 4, 2006 Page 6 of 6 E ~_. l._.. ~~1 2Q06 JAW I 0 AM Ii~ 27 CiT~' GLERK IOWA C1Y1! IOWA NOTE: 1. SERVICE TO WATER CUSTOMERS SHALL BE MAINTAINED WHILE PERFORMING MOD[F ICAT IONS. 2. 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SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City Civic Center 410 E: Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda ,and ,and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1 Standard or Slip Form Portland Cement S.Y. 13,878.0 $ $ Concrete Pavement, Class C, Class 3 Durability, 9-Inch 2 Driveway, P.C. Concrete, 7-Inch S.Y. 1,692.0 $ $ 3 Hot Mix Asphalt Overlay, 3-Inch Ton 325.1 $ $ 4 Hot Mix Asphalt Pavement, 6-Inch Ton 124.2 $ $ 5 Granular Shoulders, Type B Ton 546.9 $ $ 6 Sidewalk and Curb Ramps, S.Y. 1,876.9 $ $ P.C. Concrete, 5-Inch 7 Modified Subbase C.Y. 2,652.9 $ $ 8 Subdrain, Longitudinal, 6-Inch Dia. L.F. 6,383.6 $ $ Dual-Wall 9 Subdrain Outlet (RF-19C) Each 42.0 $ $ 10 Subdrain Outlet (RF-19E) Each 10.0 $ $ FP-1 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE A O NT 11 Culvert, Concrete Arch Roadway Pipe, L.F. 178.0 $ $ '~`" -" 59" x 36" Z~ ~ J~~ ~ ~ ~~ ~ ~ ~ 2 8 5 12 Culvert, Concrete Roadway Pipe, L.F. 70.0 $ 24-Inch Dia. CITY ~;LERK 13 Sewer Pipe, 2000D Storm, 15-Inch Dia. L.F. 1,005.0 $ `` ~~~~F~~~A 14 Sewer Pipe, 2000D Storm, 18-Inch Dia. L.F. 616.5 $ 15 Sewer Pipe, 2000D Storm, 24-Inch Dia. L.F. 374.1 $ $ 16 Precast Concrete Culvert, L.F. 180.0 $ ~ $ 12' x 10' Barrel 17 Aprons, Concrete, 24-Inch Dia. Each 4.0 $ $ 18 Aprons, Concrete, 36-Inch Dia. Each 1.0 $ $ 19 Aprons, Concrete Arch, 59" x 36" Each 2.0 $ $ 20 Revetment, Class E Ton 1,724.6 $ $ 21 Intake (RA-40) Each 2.0 $ $ 22 Intake (RA-43) Each 12.0 $ $ 23 Intake (RA-61) Each 2.0 $ $ 24 Intake (RA-63) Each 1.0 $ $ 25 Intake (RA-70) Each 2.0 $ $ 26 Utility Access, Rebuild Sanitary Sewer, Each 3.0 $ $ Top Only 27 Removals, As Per Plan L.S. 1.0 $ $ 28 Removal of Pavement S.Y. 939.2 $ $ 29 Removal of Paved Driveway S.Y. 2,643.0 $ $ 30 Fence, Chain Link, 72 In. Height Sta. 22.2 $ $ 31 Fence, Safety Sta. 19.1 $ $ 32 Clearing and Grubbing L.S.. 1.0 $ $ 33 Excavation, Class 10, Roadway and C.Y. 43,272.0 $ $ Borrow 34 Topsoil, Strip, Salvage and Spread C.Y. 5,619.0 $ $ 35 Excavation, Class 12, Boulders or Rock C.Y. 50.0 $ $ Fragments 36 Slope Protection, Wood Excelsior Mat Sq. 621.8 $ $ (RC-14) 37 Silt Fence L.F. 2,650.0 $ $ 38 Engineering Fabric S.Y. 4,550.0 $ $ 39 Seeding, Fertilizing and Mulching Acre 11.94 $ $ 40 Stabilizing Crop -Seeding and Fertilizing Acre 11.94 $ $ 41 Painted Pavement Markings, Durable Sta. 232.1 $ $ 42 Painted Symbols and Legends, Durable Each 31.0 $ $ 43 Traffic Control L.S. 1.0 $ $ 44 Excavation, Class 20 C.Y. 29,450.0 $ $ 45 Granular Bedding C.Y. 1,453.0 $ $ FP-2 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE. AMOUNT ~~ ~ ~ ~ ~ 46 Structural Concrete (RCB Culvert) C.Y. 2,914.7 $ $ -~ - 47 Reinforcing Steel Lb. 454,698.0 $ 7Afl~ 48 Steel Handrail L.F. 197.7 $ 49 4-Inch Plastic Conduit L.F. 220.0 $ ~,~^}~ CLINK 50 Electrical Handhole Each 3.0 $ IOWA, GfI~Y IOWA 51 Mobilization L.S. 1.0 $ $ 52 Steel Sign Posts, As Per Plan Each 11.0 $ $ 53 Type A Signs, Sheet Aluminum S.F. 87.44 $ $ 54 Granular Surfacing on Road, Class A Ton 60.0 $ $ Crushed Stone 55 Temporary Traffic Signals Each 1.0 $ $ 56 Sanitary Sewer Pipe, Class IV, Coal L.F. 326.0 $ $ Tar Epoxy Lined, RCP, 21-In. 57 Sanitary Sewer Manhole Bases, Each 2.0 $ $ T-Lined, 48-In. 58 Sanitary Sewer Manhole Risers, Vlf. 41.5 $ $ T-Lined 48-In. 59 Water Main, Ductile Iron, 8-In. L.F. .64.0 $ $ 60 Water Main, Ductile Iron, 12-In. L.F. 66.0 $ $ 61 Water Main, Ductile Iron, 16-In. L.F. 4,966.9 $ $ 62 Water Main, Bore and Jack, 16-In. L.F. 270.0 $ $ 63 Water Main, Remove, As Per Plan L.F. 261.0 $ $ 64 Water Main, Gate Valve and Valve Box, L.F. 2.0 $ $ 8-In. 65 Water Main, Gate Valve and Valve Box, Each, 4.0 $ $ 12-In. 66 Water Main, Butterfly Valve and Valve Each 9.0 $ $ Box, 16-In. 67 Fire Hydrant With Auxiliary Valve Each 15.0 $ $ 68 Hydrant Removal Each 1.0 $ $ 69 Hydrant Relocation Each 1.0 $ $ 70 Water main, Open Cut Encased, 8-In. L.F. 62.0 $ $ 71 Water Main, Open Cut Encased, 12-In. L.F. 82.0 $ $ 72 Relocate Power Source to ASOS Unit at L.S. 1.0 $ $ Airport TOTAL EXTENDED AMO UNT $ FP-3 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate d~jr amount of the subcontract, are as follows: f g ~ ,~~~ ~• ~ v nt~ ll+ LO G~T~' CLEF~K NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: Contact: 72949/Adm/1-3-06 Revised Bid Form.doc FP-4 Printer's Fee $ ~ rl . 7 ~ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 i, Orlene Maher, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper ~ times(s), on the fo((l~~lowing da/tes(s): Y-J;FL' ,P~Y~,I~ ~ ~- ~ , c~~ Legal Clerk Subscribed and sworn to before me this ~'" day of ~~~ ~~ A.D.20 0 5- Public L IN01- .mss C ~ ~ ~{ott i=xpires ow- + January 27. 2008 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON 'PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FQR THE MORMON TREK BOULI- ;;YARD F.XTEN$ION - WILLOW CREEK 4, TQ QLD HIGHWAY 21~ PRO¢ECT IfV Ti1E CITY QF KriVA ` ~ CITY,IOWA ~TO ALL TAXPAYERS OF THE CITY OF 'IOWA CITY,` IOWA, AND TO OTHER ~ Public notice is hereby given that the ;City CouncN of theLity of Iowa City, Iowa, will con-duct a public hearing on plans, specificafi0ns, form pf contract and esti- mated cost for the con-struction of the .Grand .Avenge Improvements Project in "said aty at 7:00 p.m. on the 13th day of ;December, 2005, said meeting to beheld •in the Emma J. Harvat Hall in City Hall, `410 E. Washington Street in said city, or if said meeting is cancelled, at the next +meeting of the City Council thereafter as ;posted by the City Glerk. Said plans, speaficafions, form of con- °traef and esfimated cost are now on file in =the office of the.City Clerk in City Hall in ~iowa City, Iowa, anc! may be inspected by ;any interest-ed persons. Any interested persons may appear at said meeting of the City Council for the :purpose of making objections to and comments concerning said plans, specifi- ;ca-bons, contract or the cost of making said improvement. * This notice is Ivan by order of the City Coun-cil of the City of Iowa City, Iowa and +as provided by law. ~ MARIAN K. KARR, CITY CLERK `70708 December ti, 2005 Printer's Fee $ ~;~ . `j`am CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, Orlene Maher, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper times(s), on the following dates(s): V 1 ~'-~VLJ~I..J Legal Clerk Subscribed and sworn to before me this ' ~" day of __. ~ m ~ i A.D.20 ~S' Notary Public UNOA -~PKRO ~~ Comfni»aiort Numtrer ":^"-^,1 g MY Commission E .: January 27, ; ;: OFFICIAL PUBLICATION ADVERTISEMENT FOR BIDS MORMON TREK BOULEVARD EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10:30 A.M. on the 10TH day of January, 2006, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be pub- lished as required bylaw. Sealed propos- als will be opened immediately there- after b!/ the City Engineer or designee. .Bids submitted by fax machine shall not be deemed a'sealed bid' for purposes of this Project. Proposals wilt be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 17th day of January, 2006, or at such later time and place as may be scheduled. The Project will involve the following: The extension of Mormon Trek Boulevard to a point approximately 350 feet southeast of Old Highway 218, the lane widening and addition of a right- turn lane to Old Highway 218 at its inter- section with Mormon Trek Boulevard, and the construction of a triple 12'x10'x809' reinforced concrete twx culvert. All work is to be done in strict compli- ance with the plans and specifications prepared by F~rtlt_.Tech. of Waterloo 147ty8, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contrail as a surety in the State of Iowa, in the sum of 10°~ of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, .IOWA, and shaA be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract wthin 4en (10) cal- endardays of the City Council's award of the contract and post bond satisfactory to the Ctty ensuring the faithful performance of the contract and maintenarx:e of said Project, 'rf required, pursuant to the provi- sions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) cal- endar days following award of the con- tract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100°k) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also pro- tect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Completion Date: June 30,.2007 Specified Start Date: April 3, 2006 Access to Airport property west of Old Highway 218 will not be available until August 1, 2006, unless authorized earlier by Airport Director. Liquidated Damages: $600.00 per day, except liquidated damages for exceeding specified completion for work in railroad right-of-way shall be $1,000.00 per cal- endar day. The plans, specifications and proposed contrail documents may be examined at the office of the City Clerk. Copies of said plans and specfications and form of pro- posal blanks may be secured at the Office of the City Engineer, Iowa City, Iowa, by bona fide bidders. A $45.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Treasurer of the City of Iowa City, Iowa. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority con- tractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721 and .the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on .the Form of Proposal the names of persons, firms, companies or other parties wfth whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contrector awarded the contract shall submit a list on the Form of Agreement of the proposed subcontrac- tors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authsrity, prefer- ence must be given to products and pro- visions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The lows reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregular- Ries. Published upon order of the City Council of Iowa City, Iowa. MARIAN fC. KARR, CITY CLERK 70795 December 19, 2005 Pr c~' J Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5149 RESOLUTION NO. 06-47 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 - WILLOW CREEK TO OLD HIGHWAY 218 PROJECT. WHEREAS, Iowa Bridge & Culvert, L.C. of Washington, Iowa, has submitted the lowest responsible bid of $3,535,397.98 for construction of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The contract for the construction of the above-named project is hereby awarded to Iowa Bridge & Culvert, L.C., 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 ~ 'itb day of February , 20 06 M YOR Approved by ATTEST: ~z~c~~ ~C 9 /~~O(~, CITY ERK Ity Attorney' Office It was moved by Chamyion and seconded by Correia the Resolution be adopted, and upon roll call there were: AYES: x X x x x X NAYS: ABSENT: Bailey Champion Correia Elliott O'Donnell Vanderhoef Wilburn Pweng/res/mormonwillowcrkawrdcon.doc 1 /O6 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Iowa Bridge & Culvert, Inc. ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the 4th day of December, 2005, for the Mormon Trek Boulevard Extension -Willow Creek to Old Highway 218 Project ("Project"), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers 1 ; b. "Standard Specifications for Highway and Bridge Construction," Series of 2001, Iowa Department of Transportation, as amended; c. Plans; ~ ~ ~ d. Specifications and Supplementary Conditions; ~-;, ~~ ~ e. Advertisement for Bids; ~-~ -~ .-~ f. Note to Bidders; ~ ~ g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements);. j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. AG-1 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): s~ aTrac~;n 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. N O ~' n ~ T{ DATED this +~ day of ~~~'CUC~rv~ , 20~' , =i ~-~ `'' ' Tl r••.' .^-~'( C~ Contractor ~ ~~` `=-' ~, cr N a.~U~ Mayor ATTEST: / ~G.~ti~~ ~ ~/'~itit/ ~ City Clerk BY ~ l (Title) ~ f IP ~~ ~~ ATTEST: ~ ~ (Title) LJ (Company Official) Approved By: ~~~~ ity Attorney's Office AG-2 Bond No. 91BCSDJ8680 PERFORMANCE AND PAYMENT BOND Iowa Bridge & Culvert, L.C., P. O. Box 13, Washington, Iowa 52353 ~ ag {insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and Hartford Fire Insurance Company (insert the legal title of the Surety) as Surety, hereinafter caned the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter Caned the OWRer, in th@ amOUnt ~ Millioq Five Hundred Thirty Five Thousand Three Hundred Ninety One & 98/~llal~ vc.~-. 3 535 391.98--- ($--- ~ _ ~ _ }for the payment for which Contractor auret~ ~ hereby bind themselves, their heirs, executors, administrators, successors and assigns,~i~r art' --- .- severally. =-~ [.J ~'`' -~-j r.. i .~.~ WHEREAS, Contractor has, as of ~2bry~,r~ 13~!'' , 200~ntered into a ~ ~ (date) ?' rev written Agreement with Owner for Mormon Trek Boulevard Extension -Willow Creek to Old Hiq_hwav 218 Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by EarthTech of Waterloo. Iowa ,which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; athennrise it shall remain in foil force and effect until satisfactory completion of the Project. A. The Surety. hereby waives notice of any afieration or extension of time made by the Owner. B. Whenever Contractor shalt be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or Z. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determine- , tton by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses {even though there may be a default or a successoon of defaults under the Agreement or PB-1 subsequent contracts of completion arranged under this paregraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda andlor amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep khe improvements covered by this bond in good repair for a period of five (~ years from the date of forma! acceptance of the improvements by the Owner. D. No right of action shah accrue to or for the use of any person, corporation or third party other than.the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of fovea, shall pay to af[ persons, firms or ,~ corporations having contracts directly with the Principal, including any of Principal's s~ontra~ tors, ail claims due them for labor perfomned or materials furnished in the performar~ the Agreement far whose benefit this bond is given. The provisions of Chapter 573, Code ofCtpw~, aver w a part of this bond to the same extent as if it were expressly set out herein. ~~ ~ .:~ ~~ SIGNED AND SEALED THIS ~~~~ DAY OF F~~~~ ~` ~ ~~ w - -- ;, ; 2D 06 rv IN THE PRESENCE OF: rtness Iowa Bridge & Culvert, L.C. (Principal) BS'' ~ .. A e `J ~'" (Title) Wd ss Hartford Fire Insurance Company (Su By: ~ Dione R. Young (Till o e -in- act & Io esident Agent 317 6th Ave Ste 900 (Street) Des Moines, Iowa 50309-4120 (City, Stale, Tap) 515-309-6200 (Phone) '""t-1 !;~ r--, ~J PB-2 A'CORV CERTIFICATE OF LIABILITY INSURANCE CSR JT DATE(MMIDD/YYYY) IOWAB-1 02 20 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AHROLD - FAY & CO HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Ste 900 317 6th Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. . . , Des Moines IA 50309 Phone:515-309-6200 Fax:515-309-6225 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Hituminoue Insurance Compaaiec INSURER B: R$UI Indemnity Company L C e & Culvert B id I INSURER C: . , owa r g 4 0 9 North Avenue B INSURER D: Washington IA 52353 INSURER E: v THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W ITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR ANY REQUIREMENT , MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD~ PDATE MNUDDM' N LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1, OOO, OOO A X COMMERCIAL GENERAL LIABILITY CLP3221057 11/30/05 11/30/06 PREMISES (Eaoccurence) $ 100, 000 CLAIMS MADE X^ OCCUR MED EXP (Any one person) $ 5 , O O O X Blkt Contractual PERSONAL&ADVINJURY $ 1, OOO, OOO GENERAL AGGREGATE $ 2, OOO, OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG $ 2 , O O O , O O O POLICY X JECOT LOC AUT OMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1, OOO, OOO A X ANY AUTO CAP3502204 11/30/05 11/30/06 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 2, 0 0 0, O O O $ X OCCUR ~ CLAIMSMADE NHN027997 11/30/05 11/30/06 AGGREGATE $ 2, OOO, OOO DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS ER A EMPLOYERS'LIABILITY WC3221056 11/30/05 11/30/06 E.L. EACH ACCIDENT $ SOOOOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 5 O O O O O If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 5 O O O O O OTHER x '$270, 000 Lsd/~~ l ~ DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ~ ~ _ For: Mormon Trek Boulevard Extension - Willow Creek to Old Highway 218 I i ~j ~ Project in and for the City of Iowa City, Iowa ~ ~ ~~ i"i-'. 't7 t~ ~ ~ ~ ~ rGOTIGI~eTF unl nFa CANCELLATION ''`~ IOWAC- 4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 O DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City O f IOWA ~'1 ty IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 410 E. Washington St. IA 52240 IOWA Cit REPRESENTATIVES. y AUTHOR D R S/~' VE ACORD 25 (2001108) v f+wrcu ~,vr~rviiva~ wrv r~oo Printer's Fee $_~~ ~ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, Diana Becicka, being duly sworn, say that I am the legal clerk of the IOWA CITY PRE5S-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper .time(s), on the fj~o!llowing date(s): r'~~/ i~~i1GLL!/1. ~. ~~~ 1/i.y1 r.! ~U 1~t/~~- Legal Clerk Subscribed and sworn to before me this ~ ~`~ day of A.D. 20 c Notary Public . ~ Qp ~i~k~nt!>ar 8 ~ 27 2D08 ~Y OFFICIAL PUBLICATION PUBLIC NOTICE OF STORM WATER DISCHARGE City of Iowa City, plans to submit a Notice of Intent to the Iowa Department of Natural Resources to be covered under the NPDES General Permit No. 2 Storm Water Discharge Associated with Industrial Activity for Construction Activities. The stone water discharge .will be from a triple 10 x12 concrete box culvert construction, grading; pavement extension, and water main for the Mormon Trek Boulevard Extension - Willow Creek to Old Highway 218 Protect located in SW 1/4 Sectlon 21, SE 1/4 Section 21, & SW 1/4 Section 22, all in T79N, R6W, Johnson County. Stone water will lie discharged from 2 point sources and will be discharged to the following streams: various unnamed ditches and waterways draining to Wilklw Greek and eventually into the Iowa River. Comments may be submitted to the Storm Water Discharge Coordinator, IOWA DEPARTMENT OF NATURAL RESOURCES,. Environmental Protection Division, Henry A. Wallace Building, 502 E. 9th Street, Des Moines, IA 50319- 0034.The public may review the Notice of Intent from 8~ a.m. to 4:30 p.m., Monday through Friday, at the above address after R has been received by the department. Mormon Trek Boulevard Extension - Willow Creek to Old Highway 218 Project, Iowa City, IA Public Notice of Stomi Water Discharge 71288 February 24, 2006 -r r r ` 2f 1 Prepared by: Mitchel T. Behr, Asst. City Atty., 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 RESOLUTION NO. 06-261 RESOLUTION APPROVING AND .AUTHORIZING EXECUTION OF A DECLARATION OF RESTRICTIONS AND COVENANTS ON AIRPORT PROPERTY RELEASED FOR THE MORMON TREK BOULEVARD EXTENSION WHEREAS, the City is currently extending Mormon Trek Boulevard across the southern edge of the Iowa City Airport; and WHEREAS, the Federal Aviation Administration has released a parcel of airport property containing approximately 9.47 acres to allow said extension of Mormon Trek Boulevard, on certain terms and conditions set forth in the release attached hereto; and WHEREAS, the terms and conditions of the Federal Administration's release need to be imposed as a restrictive covenant on the~land. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that: The Mayor and City Clerk are hereby authorized and directed to execute the attached Declaration of Restrictions and Covenants. Passed and approved this ~ day of An~uGt , 2006. MAYOR ATTEST: .fit/ QTY CLERK Approved by: _ l / ~l I l~/G~o Ci Attorne Office Resolution No. 06-261 Page ---2-- It was moved by Rai 1 ear and seconded by c~amyion the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey ~_ Champion g Correia ~ Elliott x O'Donnell _~_ Vanderhoef x Wilburn Declaration of Restrictions and Covenants The undersigned, City of Iowa City, Iowa, owner of the real estate described on Exhibit A to the letter from the U.S. Department of Transportation, Federal Aviation Administration attached hereto and incorporated herein by this reference, hereby imposes upon said property, and agrees to comply with, all of the provisions set forth in said letter as conditions of the property being released from the conditions and restrictions of the Grant Agreements as set forth therein. Said conditions shall be binding upon all the present and future owners of the property as covenants running with the land and with such force and effect and shall be contained in any and all conveyances of the land. Executed this ZZ ~~ day of ~Au.~u~s~- , 200 MAYOR Approved by: ATTEST: ~v~o City rk City Attorney's O ice STATE OF IOWA ) ss: JOHNSON COUNTY ) On this ZZ day of A ~ccus~ , A.D. 2006, before me, the undersigned, a notary public in and for the Stat of Iowa, personally appeared Ross Wilburn 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 its City Council; and that the said Mayor and City Clerk as such officers acknowledged that the execution of said instrument to be the voluntary act and deed of said corporation, by it and b them voluntarily executed. Serr,t~e0.L_ ~ir- ~,~ soNORnE FORT Notary Public in and for the State of Iowa N ber 159791 . Commission um My Co mission ExpIrBS ow ~ °9 My commission expires: 3 ~ o '~ yJ_ V ~ U.S. Department Of Transportation Federal Aviation Administration MAY 17 ~6 Mx. Stephen Atkins City Manager City of Iowa City 410 East Washington Street Iowa City, lA 52240-1826 Dear Mr. Atkins: Central Region Iowa, Kansas 901 Loast Missouri, Nebraska Kansas City, Missouri 84106-2808 Iowa City Municipal Airport Iowa City, Iowa Request for Release (Approximately 9.47 Acre) The request for release of airport property, containing approximately 9.47 acres, as described and depicted on the enclosed Exhibit A, is approved. It is our understanding that the City of Iowa City will use this property to construct Mormon Trek Boulevard. The following provisions must be made part of the instrtunent of conveyance for the sale of the property: a. The City of Iowa City reserves to itself, its successors and assigns, for the use and benefit of the public, a right of flight for the passage of aircraft in the airspace above the surface of the real property hereinafter described, including the right to cause in said airspace any noise inherent in the operation of any aircraft used for navigation or flight through such airspace for landing at or taking off from or maneuvering in the vicinity of the Iowa City Municipal Airport. b. The City expressly agrees for itself, its successors and assigns; to prevent any use.o£ . the subject property, which would interfere with landing or taking off of aircraft at the Iowa City Municipal Airport, or otherwise constitutes an airport hazard. c. The City expressly agrees for itself, its successors and assigns, to restrict the height of structures, objects of natural growth, and other obstructions to a height of not more than 833 feet above mean sea level (AMSL), or other height as determined by an FAA airspace review under Federal Aviation Regulation (FAR) Part 77. FAA Form 7460-1, "Notice of Proposed Construction or Alteration" is to be submitted to the FAA and an unobjectionable. determination received prior to commencement of construction. Runway 18/36 is to be closed permanently before beginning construction. The City, through grant agreements with the Federal government, has assured that it will take appropriate action to restrict the use of land adjacent to or in the immediate vicinity of the airport to activities compatible with normal airport operations. Any non-compatible use of the subject land by the Grantee, its successors or assigns, may jeopardize Federal funding for future airport projects under any grant-in-aid program administered by the FAA. The City is released from the conditions and restrictions of the Grant Agreements issued to date insofar as this land concerned. However, as an airport sponsor receiving Federal funding by virtue of the grant-in-aid program, the City is still obligated to comply with the continuing commitments that it made as a condition for the granting of Federal funds. The Airport Sponsor Assurances are the basis for it's contractual obligations. Inasmuch as the City has committed to making the airport as self-sustaining as possible, fair market value for the property should be obtained. The net proceeds received from the sale of the land are considered to be airport revenue and must be used for airport purposes. The next revision of your Airport Layout Plan should reflect the change in airport property. Sinc el , ~c ~' J George A.-Hep~on Manager, Airports Division Enclosures EXHIBIT A IOWA CITY, IOWA OESCNtPFiflHs EliE2'E[Tflf TEl BE; REiEASEa A eARffl. OF L.AlRi S tTiIATFa IN P'JRT ~' THE EAfiT t .Oas.ps• FEAT ~ THE gaaTRisEST t!4 OF THE ~1IITHEASF t!4 aMi P11Rf ff 7RE JR!&TIiEAST [/i ff Tip 5W{7iEA5T tI~ tAC50 8EtN6 LaT t: OF A SitflliEY Figt J. S. 6RAttI,ES. APRiL C. 3879', iR tq[f3C 36 E,l~"c 92Z.. [iE THE JtAi[SIDt.PJb3ltr+l tR'S aF6tt:Er: ALC BE1Rti IR'~CFEQH 21.. TOtdiSHlEr t9.HOB31[. gANCE EHEST OS ice. stta PRiNCTPAt. ttERlatAN~ CITY [~ them C.t?Y. ~1Y 41F a0tit,~(Ip. Si'~1'E tB tOiA: tilltE PARiit;IRARLY OESl7ii8Ea AS F1JtJ.ONSs ' ' . t~tsa[ctitc AT.iNtn EAST 1/d ~ 3Afa SFxF1aN tit TNENC6 stlUTU ~~ tta~sl rr tlitt~s~ ~• rsKa+~r t,~sT tAS~,t;m >~ FOR THE Pl>~+os~ aF Tq[S fi~[itt=rsaaii iJN T[iE EL4T l1RE aF ~ HoaTH~sr ti4• aF ~ saurgr:A$T ut OF sAm SECTION 21. A 4t5FJU[CE OF t.3~t.t2 Fes' TO ilk SaliFit' LINE ff THE 1FJ0TNEA5T f!~ OF T[~ satnrEASr 7t4 [[~ SAta S~CFtOq at: ~ltC[ SOIiRI x•sa'~4` t~E5T aR• 7HE' SOtr[R LANE aF Ft~ I><1RittEiyST N4 ff THE Stri[ti[EASF tM ff sAfe st~Tttnt• ti. ~ aisTANCi: os• ssi.as F'EQ Ta itiE'rt>ESENr iR>RliifESiERi.Y ttsarc-a~-rAx i.t[rE qF mtt ut~Y eve. eEU~a tNe •~. . a01NT OF BEatNtilR6 t~~TtIE PAOCEi. ff U1M1 RF.REIN J>lzSCRiRFDt •THEttf~ S[M[Tt[:88.5[t'g4•' ttESI t1N ~ SCai11 tiNE t1F THE NORAIE~5C t!4 ff '[HE StiliNE115F i /4 A[t0 THE St>1iTN LtIR: 1?F THE t+fOitil!ltE5T ti4 tiF 7HE'S~IigEA$r f/{ DF SAta 5ECT10i1 Z1. ~ OtSiaNC: ff t.776.Z4 ~ Tit THE 9EST L1ilE df THE EAST i.00$.00 FE£I IiF 1iiE NriRTHtiEST IJfi OF TIIE StftiTii£AST,li~t ff Sk[0 SECTiO[E 2ti THENCE 110i1rH 00.25'41` EAST t61 7RE >iEST LINE CF tHE EASF t,00g.A0 FEET OF THE HOgTt0iE5F. t~~ ff Tiff 5al11f1EAST tY4 OF SAIa SECFION 21. A'titSTAtaCE ff 2t0.s0 FAT Ttl Tt~ NORtHEBt.Y R[t~L-OF-1dlY Lii~]f ff #~[ TAEI[ BO[lEEYApa: 1t~iCE EASti:[iLY Oii iAE NORTM~Y Rrf.iil'-OF-1fAY •t[NE' AF [10Rti01t 't~E1[ . ~1f.EYARI} BEW6 11 t0.061t.aa-f00i RARIfiS Ei1gYE. ~COtiCAVE Sl9JTHEEit.Y ANO•HAYING A 7$.37-3007 LO~C C[N1&E18EARi[iG'iIf1~R 85•dZ'is• ~sF. 'f.36..sa FE'E•7 c71NC t.£tIGiR3: THEfi(~ N~iTR 88.46't4'' EAST [3l INE gORit1E~-Y Rlt91T-F~~PAY t[NE OF NT~!i0[[• i[7FK tA~. 677.13 tg[? THENCE•souTa~srE~.r aR T~ 1~RTitE~1.Y attatT-t>F-SAY LtxE ~ t[ T1tEiC Ba13.EYABR BEIi~ ,~ >~n.oa•-ter RAar~ cam. tara~~ Sal1tl~SiBq.Y AtRi HAt±tHG A ~5§.Sl-FOOT tl~ C7WF~ t~E1WlN4 SOUiH 75'15`ti' EAST 1li#.'~t FEET tAitC t.ERG1R1 iD 7fE tiiE5Eiif H~tTit>1f~T1;0LY Rti3[T-ZIF-RAY i,IJJE ~' Q.0 HEGR'~Y•218t 11~tN~ S4)UT1tMESi[3tl.Y ffit its tt~1T NINt1ikRE5'tENLY RI[Nt't--0F'lA7 CiilE.PF OU[ H1GR7GY 2t8. Bt:IgG ~[ 2.447.47.fQQF R71Eit1J5 CtlR[~: CORCAVf ~ltiilEASTt38-Y ARa gtVlilq A t38.73-Ffl<iT t.QgC 13~ ffhRittC SWiH•9.4*~'T`5i!' 1ESt. 133:.74 FfE7' [AtiG LfiNiitlt TO Iii E'il[NT !!F BEGiHN11'di. C[>ftTAiif[NC 412.523 50UAIi£ FtGT IfR l.4T ACi[ES. ':I i E~E I; i ~~ I D3100.3(j) East Side GSR (2004) land acquisition for groundwater storage reservoir from St. Mark's Church; Council approval 4/6/04 to purchase 4 acre portion of a 70 acre parcel [former Marie Trimpe property] @ SE Lower West Branch Road /east side of Taft Aveune; located outside City limits so County subdivision proceedings required ;Closing 10/27/04 . • East Side Groundwater Storage Reservoir Subdivision (Johnson Co) City is subdivider; F.Plat approved by City 813/04 A3100.3(k) SlOthower GSR groundwater storage resevoir acquisition [Spiers/SB~J Development] A31O0.3(I) Private Well Restriction Regulation A3103(I)1 Dewatering @2650 S. Riverside Dr. (wm. Moeller) A3100.3(m) Metered Vaults (1999) proposed amendment re: requiring water usage to be metered D3100.3(n) Water Treatment Facility: Acquisition of Iowa River Power Dam (1996) Resolution 96-15 authorized transfer of ownership agreement with Johnson County A310O.3(o) Dodge Street Ground Storage Reservoir (2002) Roberts Dairy inquiry re: lease of land A3100.3(p) A3100.3(q) A3100.3(r) Water Treatment Facility Site: Geologic Survey/Enviro. Assessments COE/SHPO permitting process A3100.3(r)1 Cultural Resources Phase I Investigation Bear creek Archeology A31O0.3(r)2 Cultural Resources Phase I) prehistoric archeological site A3100.3(r)3 Memorandum of Agreement (MOA) coE §ao4 Perrnit A31O0.3(r)4 Memorandum of Agreement (MOA) Iowa River Power Dam A3100.3(r)5 Stabilization of Montgomery. -Butler House A3100.3(s) Water Treatment Facility: Water Main Construction Project (1996) Installation of water main from old treatment plant on Dubuque Street along Iowa River, Res No 94- 272 authorized property acquisition re: • T/C/E 8~ Permanent City Utility Easement Agreements (Phi Delta Theta House; Alpha Eta Chapter of Sigma Chi; Bradford Houser) • Permanent Easement Agreement w/UI (t/Ge not signed by Uf?) A3100.3(t) A3100.3(u) Water Treatment Facility: COE Permit Section 404 (1998) cEMVR-RD-318170-1 • IDNR §401 Water Quality Certification effective March 17, 1997; recorded 4/10/98 per Special Condition No. 6 A3100.3(v) Water Treatment Facility: Citicasters Co (2000) TIC/E for reconstructing entrance drive to owner's property (ICXIC /Johnson Co Broadcasting Corp /ABC) & water treatment plant parking lot A3100.3(w) Water Treatment Facility: Phase IV Water Project Emerald Reservoir to Iowa River water main construction along Rocky Shore Drive (Riley, UI, IAIS, CRANDIC) CONSIDER A RESOLUTION APPROVING AND AUTHORIZING EXECUTION OF A DECLARATION OF RESTRICTIONS AND COVENANTS COMMENT: The City is currently extending Mormon Trek Boulevard across the southern edge of the Iowa City Airport. The Federal Aviation Administration has released a parcel of airport property containing approximately 9.47 acres to allow said extension of Mormon Trek Boulevard, on certain terms and conditions set forth in the release attached hereto. The terms and conditions of the Federal Administration's release need to be imposed as a restrictive covenant on the land. This resolution approves and authorizes the execution of a Declaration of Restrictions and Covenants approved by the Federal Aviation Administration. ~~~J 12 Prepared by: Sara F. Greenwood Hektoen, Assistant City Attorney, City of Iowa City, 410 E. Washington, Iowa City, Iowa 52240, 356-5030 RESOLUTION NO. os-34 RESOLUTION APPROVING EARLY RELEASE OF FUNDS RETAINED PURSUANT TO CHAPTER 26 AND CHAPTER 573, CODE OF IOWA, FOR THE MORMON TREK BOULEVARD EXTENSION-WILLOW CREEK TO OLD HWY 218 PROJECT. WHEREAS, the City of Iowa City entered into a contract with Iowa Bridge & Culvert, LC [hereinafter "Contractor"] for the construction of the Mormon Trek Boulevard Extension-Willow Creek to Old Highway 218; and WHEREAS, more than ninety-five (95%) of the work under the contract has been completed; and WHEREAS, pursuant to Iowa Code Chapter 26, Contractor has requested in a sworn statement early release of funds retained by the City pursuant to Iowa Code Chapter 573; and WHEREAS, the City Engineer or designee has determined that erosion stabilization remains to be completed, the value of which is estimated to be $20,000.00; and WHEREAS, Contractor was given notice of this determination on January 18, 2008; and WHEREAS, the City is entitled to retain an amount equal to two hundred percent of the value of the labor or materials yet to be provided pursuant to Iowa Code Chapters 26 and 573. WHEREAS, $40,000.00 of the amount due under the contract will continue to be retained for the payment of claims for materials and labor yet to be provided pursuant to Iowa Code Chapters 26 and 573. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA; 1. The City Council hereby finds that at least 95% of the work under the contract for the Mormon Trek Boulevard Extension -Willow Creek to Old Hwy 218 Project has been completed. Resolution No. 08-34 Page 2. Pursuant to Iowa Code Sections 26.13(3) and 573.15A, the City of Iowa City intends to reduce the amount of the retainage from 5% to an amount not less than $40,000.00, by making payment to Contractor at the time of the next monthly payment or within thirty days after this Resolution has been passed, whichever is sooner. Passed an approved this 5th day of February , 2008. r ATTEST: Approved by: ~,~h'~~y~~~~/aa~~~~~ CITY CLER CITY ATTORNEY'S OFFICE r~z~~~S- Resolution No. 08-34 Page 3 It was moved by Wilburn and seconded by Hayek the Resolution be adopted, and upon roll call there were: AYES: x ~- x ~- -~ x x NAYS: ABSENT: Bailey Champion Correia Hayek O'Donnell Wilburn Wright wpdatalglossary/resolution-ic.doc Bond No. 91BCSDJ8680 PERFORMANCE AND PAYMENT BOND Iowa Bridge & Culvert, L.C., P. O. Box 13, Washington, Iowa 52353 ag (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and Hartford Fire Insurance Company (insert the legal title of the Surety) as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount ~~ Millioq Five Hundred Thirty Five Thousand Three Hundred Ninety One & 98/~Ilan3 (~---3,535,391.98--- 1 for the payment for which Contractor and Surety ...,a hereby bind themselves, their heirs, executors, administrators, successors and assigns, ~ntly arad severally. ° `' r ~.; s `3 wf. WHEREAS, Contractor has, as of ~eb~ U0.r rr , 20,U6ntered into a ti ~ , ~, ~~~ ~- --- written Agreement with Owner for Mormon Trek Boulevard Extension -Willow Creed to OI~~ Highway 218 Project; and "' WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by EarthTech of Waterloo. Iowa ,which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Protect. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shalt be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety. hereby waives notice of any alteration or extension of time made by the OWRBC. ' i3. Whenever Contractor shah be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obfain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determine- , lion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or P&1 subsequent contracts of completion arranged under this paregraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragreph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda andlor amendments thereto, less the amount properly paid by Owner to Contractor. C. D. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five U years from the date of forma! acceptance of the improvements by the Owner. No right of action shaft accrue to or for the use of any person, corporation or third party other than .the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBL1GATlON that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to alI persons, firms or corporations having contracts directly with the Principal, including any of PrinGpaPs subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. J SIGNED AND SEALED THIS 13r~ _ DAY OF ~.-~~ ~'~-a 2a o6 IN THE PRESENCE OF: U.~=.o 1M- ~s ~-= ~ . ~ tartness Wrtnes -..,, i ~._. Cif "T7 Iowa Bridge & Culvert, L.C. ~j ;:: _~"' (Principal) •`•' ~~ .~ (Title) Hartford Fire Insurance Company (Sure By: s w Di a R. Young (Title~t -~ -Fact 317 6th Ave Ste 900 & Iowa(~sident Agent (Street) Des Moines, Iowa 50309-4120 (City, State, Tip) 515-309-6200 (Phone} 4 •~ a"~ PB-2 DJn3ct Inqufries/C/a/ms to: R OF ATTO~:NEY THE HARTFORD P O WE BOND, T-4 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call.• 888-268-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 91-823035 Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut l ^ i Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Acetdent and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Q Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Terry A. Schultz, Barry A. McGee, Dione R. Young, John W. Ahrold, ll, John R. Fay, Karlene Kentner, Jennifer Stark, Matt Fay of Des Moines, IA their true and lawful Attomey(s}in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of oontracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attomey. ~~"„Kanewr~, ti•r ~ ~ aN"~""bs~, ,g ~~ •t4nuexnlw ~••YM- 1tit9 !tits 'R. ]941 Paul A. Bergenhollz, Assistant Secretary David T. Akers, Assistant Vice President STATE OF CONNECTICUT ~, Hartford COUNTY OF HARTFORD On this 4th day of August, 2004, before me personally came David T. Akers, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. <~. ~~~, ~.~ ~~ * Scott E. Paseka Notary Public CERTfFICATE My Commission Expires October 31, 2007 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of , 2006 Signed and sealed at the City of Hartford. ,.^ 4 t• ~ ~ S ~+'~r $ "'•' ~! ~ ~'"~;•,~ a.,•u- ~,tat0 ~ ~ :rats 3 ,$ • ~ `i •: V` • au~on 'Henn ~~ . j ~~ id [ r t~^~ I,... J ~ i r ? "b l d~ Gary W. Stumper, Assistant'~E'tiPresid nt M ~". Yv ~ ~1 PHA ~(N14 ACORD CERTIFICAT[ ~F LIABILITY INSURAN( - CSR JT IOWAB-1 DATE(MM/DD/YYYY) 02 20 06 PRODUCER AHROLD - FAY & CO Ste . 900 317 6th Ave . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. , Des Moines IA 50309 Phone:515-309-6200 Fax:515-309-6225 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Bituminous Insurance Companies INSURER B: RSUI Indemnity Company e & Culvert L C IOWA Brid INSURER C: , . g 4 0 9 North Avenue B INSURER D: Washington IA 52353 INSURER E: rnvcnnr_cc THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATEYMM/DD/YY PDATE MM/DD/YY N LIMITS GENERAL LIABILITY F~,CH OCCURRENCE $ 1, O O O, O O O A X COMMERCIAL GENERAL LIABILITY CLP3221057 11/30/05 11/30/06 PREMISES (Eaoccurence) $100,000 CLAIMS MADE ~ OCCUR MED EXP (Any one person) $ 5 , 0 O 0 X Blkt Contractual PERSONAL&ADVINJURY $ 1, OOO, OOO GENERAL AGGREGATE $ 2, OOO, OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG $ 2 , O O 0 , 0 0 0 POLICY ][ PRO LOC JECT AUT OMOBILE LIABILITY COMBINED SINGLE LIMIT 000 000 $ 1 A X ANY AUTO CAP3502204 11/30/05 11/30/06 (Ea accident) , , ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 2, 0 0 0, O O O $ X OCCUR ~ CLAIMSMADE NHN027997 11/30/05 11/30/06 AGGREGATE $ 2, 000, 000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS ER A EMPLOYERS'LIABILITY WC3221056 11/30/05 11/30/06 E.L. EACH ACCIDENT $ 500000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? E. L. DISEASE-EA EMPLOYEE $ SOOOOO If Yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ S O O O O O OTHER h.'+ ~'~ i Lsd/R't~i~~ /`~$270, 000 t~~ c -~ ~~~ DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ,.m.., For: Mormon Trek Boulevard Extension - Willow Creek to Old Highway 218 ~"~ `'~' Project in and for the City of Iowa City, Iowa I~" -'~~"°~ ' i ~ : _~ ~, .+, r~ tV CFRTIFICeTF HAI 1)FR CANCELLATION IOWAC - 4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 O DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City O f I OWa City IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 410 E. Washington St. 'lty IA 52240 IoW8 ~ REPRESENTATIVES. . AUTHOR DR S/`' VE ACORD 25 (2001/08) v vlcurcu cuecrurwl Ivn -latses ~ r `~ ~,~®~~~~ -•~..i._ CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX ENGINEER'S REPORT www.icgov.org October 14, 2008 City Clerk City of Iowa City, Iowa Re: Mormon Trek Boulevard Extension -Willow Creek to Old Highway 218 Dear City Clerk: I hereby certify that the construction of the Mormon Trek Boulevard Extension - Willow Creek to Old Highway 218 Project has been completed by Iowa Bridge & Culvert L.C. of Washington, Iowa in substantial accordance with the plans and specifications prepared by Earth Tech. The final contract price is $3,607,765.28. I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, ~~--r~ l Ronald R. Knoche, P.E. City Engineer rJ 5d 4 Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149 RESOLUTION NO. 08-313 RESOLUTION ACCEPTING THE WORK FOR THE MORMON TREK BOULEVARD EXTENSION - WILLOW CREEK TO OLD HIGHWAY 218 PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Mormon Trek Boulevard Extension-Willow Creek to Old Highway 218, as included in a contract between the City of Iowa City and Iowa Bridge and Culvert, L.C. of Washington, Iowa, dated February 13, 2006, 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 $3,607,765.28 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 21st day of ATTEST: CITY ERK NAYS: It was moved by Wright and seconded by Champion the Resolution be adopted, and upon roll call there were: AYES: ~_ ~_ x X x x 20~_. Attorney's Office ,d~iy/vg~ ABSENT: Bailey Champion Correia Hayek O'Donnell Wilburn Wright Pweng/res/mormontrek-willow-acptwork.doc 10/08