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HomeMy WebLinkAbout2003-073 Nob Hill Blvd Widening and Reconstruction Agreement with Superior Paving Company of z6 e IITY CLaRise 16.(414 C ity of Y Engineerin g Division .:F'.;,s ."� a. Arm :rm1`w° �1��,. :, ��' �;�.�.,"."`^�'`S`rc'�. �,.�';y �,,,,`�k:~a�. s�i: �C"..v z;g 1`�'�� ar.,',�,: e��'.S -�. a.o . >f, �`�' s �- � � S��' � �. ��3xr� h�'���` d ab -., ,", � �` t' �l � ., �. 4£ � � ' ��� a ��, � ? "S . „„��., Nob Hill Blvd. Widening and Reconstruction S. 74TH AVE. TO S. 80TH AVE. C Pro No. 2012 ¢ A X 3 5 '�S d £v G' p c-,ria ',.-,,. 1 % t t rir t i .‘ , ! 0 :: :: * * ,,,,, ,**' 4 ', 1 ::: ::- : b � ry a , „At, .. -1' ''S r z .�, ",.."i� K h, 1 l fir ,� ;, 1 › Construct Contract Specifications & Bid Documents 129 North Second Street 2006 August Phone (509) 575 -6111 Yakima, WA 98901 ti 2006 Fax (509) 576 -6305 0 City Of Yakima Nob Hill Blvd. Widening and Reconstruction S. 74 Ave. to S. 80 Ave. City Project No. 2012 TIB No. 8- 4- 039(021) -1 R Sy i, F.c. Lv b l �u ill :3940 i EXPIRES ' 1 CONTENTS CITY OF YAKIMA Nob Hill Blvd. Widening and Reconstruction S 74 Ave. to S 80 Ave. City Project No. 2012 TIB No, 8 -4- 039(021) -1 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 7 Amendments to the 2004 Standard Specifications 7 CONTRACT PROVISIONS General Special Provisions 51 Project Description 52 1 -02 Bid Procedures and Conditions 53 1 -03 Award and Execution of Contract 58 1 -04 Scope of Work 59 1 -05 Control of Work 60 1 -06 Control of Materials 66 1 -07 Legal Relations and Responsibilities to the Public 68 1 -08 Prosecution and Progress 78 1 -09 Measurement and Payment 81 1 -10 Temporary Traffic Control 83 2 -01 Clearing, Grubbing, and Roadside Cleanup 84 2 -03 Roadway Excavation and Embankment 84 2 -07 Watering 85 2 -09 Structure Excavation 86 4 -06 Asphalt Treated Base 87 5 -04 Asphalt Concrete Pavement 87 7 -04 Storm Sewers 91 7 -05 Manholes, Inlets, Catch Basins, and Drywells 92 7 -08 General Pipe Installation Requirements 93 7 -09 Water Mains 94 7 -17 Sanitary Sewers 94 8 -01 Erosion Control and Water Pollution Control 95 8 -06 Cement Concrete Driveway Entrances 95 8 -12 Chain Link Fence and Wire Fence 96 8 -14 Cement Concrete Sidewalks 97 8 -20 Illumination, Traffic Signal Systems, and Electrical 98 8 -30 Repair or Replacement (New Section) 101 9 -03 Aggregates 102 9 -05 Drainage Structures, Culverts, and Conduits 102 9 -22 Monument Cases 103 9 -28 Signing Material and Fabrication 103 9 -29 Illumination, Signals, Electrical 103 STANDARD PLANS 105 Contract Form 111 Performance Bond Form 113 Informational Certificate of Insurance 115 Informational Additional Insured Endorsement 117 Minimum Wage Affidavit Form 119 3 PREVAILING WAGE RATES Prevailing Wage Rates 121 (State Wage Rates attached as Supplements) PROPOSAL Proposal Form 123 Item Proposal Bid Sheet 125 Bid Bond Form 127 Non - Collusion Declaration 129 Non - Discrimination Provision 131 Subcontractor List 133 Women and Minority Business Enterprise Policy 135 Council Resolution 137 Affirmative Action Plan 139 Bidders Certification 141 Materially and Responsiveness 143 Proposal Signature Sheet 145 Bidders Check List 147 PLANS & DETAILS Project Details Standard Details Traffic Control Plan Construction Plans 4 PUBLIC SERVICE ANNOUNCEMENT FOR IMMEDIATE RELEASE April 6, 2007 Construction Activities For April 9, 2007 thru April 13, 2007 Superior Paving will continue work on Nob Hill Blvd. Widening and reconstruction from 74 Avenue to 80th Avenue Work will continue Monday on Nob Hill Blvd for curb and gutter to be placed, the first layer of asphalt should be laid on Friday. 74 Avenue to 80 Avenue will be closed to thru traffic with detours in place routing traffic to Tieton Drive. All businesses will have access during business hours. Working hours for these projects will be from 7:00 AM to 5:00 PM. Motorists and Pedestrians are advised to be aware of heavy equipment in the areas and expect construction related delays, Please use alternate routes when you can. For further information contact: Bruce A. Floyd, Construction Supervisor (575 -6138) City of Yakima 129 N. 2nd Street Yakima, WA 98901 n( I? PUBLIC SERVICE ANNOUNCEMENT FOR IMMEDIATE RELEASE April 13, 2007 Construction Activities For April 16, 2007 thru April 20, 2007 Superior Paving will continue work on Nob Hill Blvd. Widening and reconstruction from 74 Avenue to 80th Avenue Work will continue Monday on Nob Hill Blvd for curb and gutter and sidewalk, Tuesday and Wednesday will be paving days (weather permitting) with utilities to be raised Thursday and Friday. This project should be substantially complete by the end of next week. 74 Avenue to 80 Avenue will be closed to thru traffic with detours in place routing traffic to Tieton Drive. All businesses will have access during business hours. Working hours for these projects will be from 7:00 AM to 5:00 PM. Motorists and Pedestrians are advised to be aware of heavy equipment in the areas and expect construction related delays, Please use alternate routes when you can. For further information contact: Bruce A. Floyd, Construction Supervisor (575 -6138) City of Yakima 129 N. 2nd Street Yakima, WA 98901 FOR COUNCIL INFO ONLY ES CC v7 DATE • PUBLIC SERVICE ANNOUNCEMENT FOR IMMEDIATE RELEASE April 26, 2007 Construction Activities For April 30, 2007 thru May 4, 2007 Superior Paving will continue work on Nob Hill Blvd. Widening and reconstruction from 74 Avenue to 80th Avenue Work will continue Monday on Nob Hill Blvd for grading behind the sidewalks and for Utility adjustments. The Road has been paved and will be open to thru traffic with lane restrictions at times. All businesses will have access during business hours. Working hours for this project will be from 7:00 AM to 5:00 PM. Around town for private development Pear Tree Development Monday thru Friday Powerhouse Road will be closed to thru traffic between 34 Avenue to Englewood Avenue for the placement of a new domestic water line for the pear tree development. A detour will utilize 34 avenue and Englewood Avenues; work for this will be 7:00 AM till 5:00 PM. Motorists and Pedestrians are advised to be aware of heavy equipment in the areas and expect construction related delays, Please use alternate routes when you can. For further information contact: Bruce A. Floyd, Construction Supervisor (575 -6138) City of Yakima 129 N. 2nd Street Yakima, WA 98901 cs ? .3 0 7 PUBLIC SERVICE ANNOUNCEMENT FOR IMMEDIATE RELEASE March 9, 2007 Construction Activities For March 12, 2007 thru March 16, 2007 Superior Paving will continue work on Nob Hill Blvd. Widening and reconstruction from 74 Avenue to 80th Avenue This $700,000 dollar project will reconstruct and widen 2000 lineal feet of two lane roadway into 3 -lane roadway with curb gutter and sidewalk, storm drainage and illumination. Work will continue Monday on Nob Hill Blvd for illumination and storm drainage. 74 Avenue to 80 Avenue will be closed to thru traffic with detours in place routing traffic to Tieton Drive. All businesses will have access during business hours. Working hours for these projects will be from 7:00 AM to 5:00 PM. Motorists and Pedestrians are advised to be aware of heavy equipment in the areas and expect construction related delays, Please use alternate routes when you can. For further information contact: Bruce A. Floyd, Construction Supervisor (575 -6138) City of Yakima 129 N. 2nd Street Yakima, WA 98901 FOR COUNCIL INFORMATION DATE: � / O.) SUPERIOR ASPHALT & PAVING CO. N� PO Box 10268 • Yakima, Washington 98909 OWAPA 1 Phone (509) 248 -6823 • Fax (509) 457 -8100 PAVEM ASSOCIATION Washington Asphalt Pavement Association March 28, 2007 Mr. Dick Zais City of Yakima 129 North Second Street ,;i , , ( I;1, 1,, ..., Yakima, Washington 98901 Re: Superior Asphalt & Paving Co. /Superior Paving Co. Dear Mr. Zais: This letter is in regards to the Nob Hill Widening and Reconstruction contract in which Superior Paving Co., a wholly owned subsidiary of Superior Asphalt & Paving Co., is the general contractor. We wish to inform you that as part of a recent transaction, Superior Asphalt & Paving Co. is selling substantially all of its assets and assigning all of its contract rights to Granite Northwest, Inc. dba Superior Paving Co., a wholly owned subsidiary of Granite Construction Incorporated. However, please understand that generally all personnel at Superior Paving Co., both management and labor, will remain at Granite Northwest, Inc. dba Superior Paving Co. Attached is an Assignment of Contract Rights, wherein it is stated that Granite Northwest, Inc. dba Superior Paving Co. will assume all of the duties and liabilities under the contract and asks for your consent. We ask that you please review, sign, and return a copy of the Assignment of Contract Rights. As this is process is time sensitive, we ask that you first fax to the number listed above or scan a copy of the signed Assignment of Contract Rights and send a PDF copy by e -mail to supr- contracts @charterinternet.com and then mail the original to the address listed above, with attention to Lillian Esgate. If you have any questions, please do not hesitate to call Chad Hatfield at (509) 248 -6030 or Brian Morin at (801) 526 -6002. Sincerely C LI .rte'" _. Brian Sims, President Ace Associated WASHINGTON Co it ctors AN EQUAL OPPORTUNITY EMPLOYER WINE of NSs Mng'on C O U N T R Y ASSIGNMENT OF CONTRACT RIGHTS Effective Date: April 2, 2007 ASSIGNMENT For value received Superior Paving Co. ( "Assignor ") assigns to GRANITE NORTHWEST, INC. ( "Assignee ") d /b /a Superior Paving Co. as Assignee, all monies now due and payable to Assignor and to become due and payable to Assignor under the Nob Hill Widening and Reconstruction contract with City of Yakima ( "Client ") and does hereby delegate the performance of Assignor's obligations arising from and after the Effective Date. Assignor warrants that there has been no breach of the above - mentioned contract by any of the parties to that contract, and that Assignor is in full compliance with all the terms and conditions of such contract and that Assignor has not assigned or encumbered all or any part of Assignor's rights or obligations under such contract. From and after the Effective Date, Assignor authorizes and directs Client to deliver any warrants, checks, drafts, or payments to be issued pursuant to such contract to Assignee. Assignor further authorizes Assignee to receive such warrants, check, drafts, or payments from Client and to endorse Assignee's name on them and to collect all funds due or to become due pursuant to such items. From and after the Effective Date, the Assignee will assume all liabilities and duties as well as all rights of Assignor pertaining to the execution of the contract agreement after the Effective Date of the assignment. Assignor will retain all liabilities and duties pertaining to the execution of the contract agreement before the Effective Date. As such, Assignee hereby assumes and agrees to perform all of Assignor's duties under the contract from and after the Effective Date. No provision of this assignment shall be deemed to alter or modify any term or condition of the contract except insofar such provision relates to assignment and delegation. Client hereby consents to the assignment by Assignor to Assignee, and the assumption by Assignee, of Assignor's entire right, title, and interest in, and to, and the obligations of Assignor under the contract. By consenting to this assignment, Client recognizes Assignee as Assignor's successor in interest in and to the contract and Client consents to the assignment to Assignee (in place of Assignor as obligor) of the payment and /or performance bonds, if any, put in place and maintained by Assignor pursuant to the contract. The assignment shall become effective upon the approval by the Client and shall apply until expiration of the contract agreement. Assignment of Contract Rights -1 CLH\MGS\ Superior \Assignment.Contract.Rights PROVIDED, however, this assignment shall automatically terminate and have no force and effect should the closing between Assignor and Assignee not take place within thirty (30) days from the date herein. In witness, each party to this agreement has caused it to be executed on the date indicated below. SUPERIOR PAVING CO. By: Its: President GRANITE NORTHWEST, INC. By: Its: Ronald L. Gatto. i e President CITY OF YAKIMA By: ` 1 Its: 0\1\406$,J Assignment of Contract Rights -2 CLH\MGS\Superior\Assignment.Contract.Rights 3 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. ( For Meeting Of 3/6/07 ITEM TITLE: Final Contract Payment - 40 Avenue Repair/Reconstruction SUBMITTED BY: 4 am R. Cook Department of Community and Economic Development CONTACT PERSON /TELEPHONE: BretttSheffield, Chief Engineer — 576 -6797 SUMMARY EXPLANATION: This project consisted of the repair and reconstruction of 1,000 linear feet of 4 -lane arterial roadway. The work included the removal of 5,000 square yards of existing asphalt roadbed, from existing cement concrete curb to curb, along with the preparation of sub grade for the new roadbed. This project also included the repaving of the north and south parking area of the Southeast Community Center. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction cost. Contractor: Superior Paving Co. Contract Award: 10/19/05 Contract Cost: $324,031.46 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance _X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source _ Com Reserve for Capital Improvement APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Accept the project and approve fmal construction cost. COUNCIL ACTION: Project was accepted and final payment approved. CITY OF YAKIMA, WASHI ''TON FILE NO. 212b IMPROVEMENT: SI AL FLASHERS 2/26/2007 CONTRACTOR: KNOBELS ELECTRIC B STREET AND E LINCOLN AVE MADE BY WL PROGRESS ESTIMATE NO.3 FINAL NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT 1 SPCC PLAN LS 100% 500.00 500.00 100% 500.00 2 MOBILIZATION LS 100% 3,350.00 3,350.00 100% 3,350.00 3 TRAFFIC CONTROL SUPERVISOR HR 65 34.50 2,242.50 27% 8,280.00 4 PROJECT TEMPORARY TRAFFIC CONTROL LS 100% 5,000.00 5,000.00 100% 5,000.00 5 TRAFFIC CONTROL SYSTEM LS $81,433.00 81,433.00 81,433.00 100% 81,433.00 6 REPAIR OR REPLACEMENT FA 10,000.00 0.00 0% 10,000.00 PREVIOUS PAYMENTS TOTAL $92,525.50 85% $108,563.00 1 $37,810.00 2 $50,089.23 LESS PREV TOTAL $87,899.23 5% RETAINAE $4,626.28 TOTAL DUE $0.00 I certify that the above estimate is true and correct. -gA —' 11 `c. City Engineer INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 of Yakima, until 2:00 pm on August 29, 2006 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA Nob Hill Blvd. Widening and Reconstruction, S. 74 Ave. to S. 80 Ave. City Project No. 2012 TIB No. 8-4- 039(021) -1 This contract provides for the reconstruction and widening of 2000 linear feet of a 2 -lane roadway into a 3 -lane roadway. The work on Nob Hill Blvd., from 74 Avenue to 80 Avenue includes the approximate quantities of: 3,500 cubic yards roadway excavation; 2,800 tons of CSBC; 2,100tons of ATB; 1,100 tons of Hot Mix Asphalt; 1,800 linear feet of 12" storm sewer pipe; 335 LF of 36" drainage retention perforated pipe; 4,200 LF curb & gutter; 2,700 SY concrete sidewalk; an illumination system; and other miscellaneous items, all in accordance with the Contract Plans, Contract Provisions, and the Standard Specifications as prepared by the City Engineer of the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street upon payment of the amount of $25.00 for each set, non refundable. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington, and at Plan Centers in Yakima and Kennewick, Washington. A pre -bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2nd Street, Yakima, Washington at 10:00 am on August 22, 2006. The conference will feature project discussion, DBE Contractor participation, and the Affirmative Action Plan. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 9 day of August, 2006 • (SEAL) DEBBIE MOORE CITY CLERK PUBLISH: August 14, 2006 August 15, 2006 5 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2002 Standard Specifications INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2006 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1 -04, SCOPE OF THE WORK April 3, 2006 1 -04.6 Variation in Estimated Quantities The third paragraph beginning with "If the adjusted final quantity of any items ", is revised to read: If the adjusted final quantity of any item does not vary from the quantity shown in the proposal by more than 25 %, then the Contractor and the Contracting Agency agree that all work under that item will be performed at the original contract unit price. SECTION 1 -06, CONTROL OF MATERIAL April 3, 2006 1 -06.1 Approval of Materials Prior To Use The second sentence in the first paragraph is revised to read: The Contractor shall use the Qualified Product List (QPL), the Aggregate Source Approval (ASA) Database, or the Request for Approval of Material (RAM) form. Number 1 under the second paragraph is revised to read: 1. Shall be new, unless the Special Provisions or Standard Specifications permit otherwise; 1 06.1(1) Qualified Products List (QPL) This section is supplemented with the following: The current QPL can be accessed on -line at: www.wsdot.wa.qov/bizimats/QPL/QPL.cfm The following new sub - section is inserted to follow 1- 06.1(2). 1 06.1(3) Aggregate Source Approval (ASA) Database The ASA is a database containing the results of WSDOT preliminary testing of aggregate sources. This database is used by the Contracting Agency to indicate 7 the approval status of these aggregate sources for applications that require preliminary testing as defined in the contract. The ASA `Aggregate Source Approval Report' identifies the currently approved applications for each aggregate source listed. The acceptance and use of these aggregates is contingent upon additional job sampling and /or documentation. Aggregates approved for applications on the ASA `Aggregate Source Approval Report' not conforming to the specifications, not fulfilling the acceptance requirements, or improperly handled or installed, shall be replaced at the Contractor's expense. For questions regarding the approval status of an aggregate source, contact the WSDOT Regional Materials Engineer for the Region the source is located in. The Contracting Agency reserves the right to make revisions to the ASA database at anytime. If there is a conflict between the ASA database and the contract, then the contract shall take precedence over the ASA database in accordance with Section 1 -04.2. The ASA database can be accessed on -line at www.wsdot.wa.gov /biz/mats /ASA 1 06.2(2)D Quality Level Analysis Item 9 under the first paragraph is revised to read: 9. Determine the Composite Pay Factor (CPF) for each lot. CPF = f1(PF1) + f2(PF2) ±...+ fi(PFi) �f. i =Itoj where: f. = price adjustment factor listed in these Specifications for the applicable material j = number of constituents being evaluated 8 SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 7, 2006 1- 07.9(1) General The fifth paragraph is revised to read: If employing labor in a class not listed in the contract provisions on state funded projects only, the Contractor shall request a determination of the correct wage and benefits rate for that class and locality from the Industrial Statistician, Washington State Department of Labor and Industries (State L &I), and provide a copy of those determinations to the Engineer. The fifth paragraph is supplemented with the following new paragraph: If employing labor in a class not listed in the contract provisions on federally funded projects, the Contractor shall request a determination of the correct wage and benefits for that class and locality from the U. S. Secretary of Labor through the project engineer's office. Generally, the contractor initiates the request by preparing standard form 1444 and submitting it to the project engineers' office for further action. 1 - 07.10 Worker's Benefits The fourth paragraph is revised to read: The Public Works Contract Division of the Washington State Department of Labor and Industries will provide the Contractor with applicable industrial insurance and medical aid classification and premium rates. After receipt of Revenue Release from the Washington State Department of Revenue, the contracting agency will verify through the Department of Labor and Industries that the Contractor is current with respect to the payments of industrial insurance and medical aid premiums. 1 - 07.15 Temporary Water Pollution /Erosion Control The first paragraph is revised to read: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the work, nearby land, streams, and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. • 9 SECTION 1 -08, PROSECUTION AND PROGRESS August 7, 2006 1 -08.1 Subcontracting The eighth paragraph (beginning with - On all projects funded with both Contracting Agency funds and Federal assistance ...) is supplemented with the following: Or, the Contractor has the option of submitting actual MBE/WBE or DBE payment data to the contracting agency on a monthly basis using the Construction Management and Tracking System (CMATS). Use of CMATS will become a requirement for all contractors effective January 7, 2008. 1 - 08.3 Progress Schedule Section 1 -08.3 and all subsections are deleted in their entirety and replaced with the ivnvvvii I . 1 -08.3 Progress Schedule 1- 08.3(1) General Requirements The Contractor shall submit Type A or Type B Progress Schedules and Schedule Updates to the Engineer for approval. Schedules shall show work that complies with all time and order of work requirements in the contract. Scheduling terms and practices shall conform to the standards established in Construction Planning and Scheduling, Second Edition, published by the Associated General Contractors of America. Except for Weekly Look -Ahead Schedules, all schedules shall meet these General Requirements, and provide the following information: 1. Include all activities necessary to physically complete the project. 2. Show the planned order of work activities in a logical sequence. 3. Show durations of work activities in working days as defined in Section 1 -08.5. 4. Show activities in durations that are reasonable for the intended work. 5. Define activity durations in sufficient detail to evaluate the progress of individual activities on a daily basis. 6. Show the physical completion of all work within the authorized contract time. The Contracting Agency allocates its resources to a contract based on the total time allowed in the contract. The Contracting Agency may accept a Progress Schedule indicating an early physical completion date but cannot guarantee the Contracting Agency's resources will be available to meet an accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet their accelerated schedule due to the unavailability of Contracting Agency's resources or for other reasons beyond the Contracting Agency's control. 10 If the Engineer determines that the Progress Schedule or any necessary Schedule Update does not provide the required information, then the schedule will be returned to the Contractor for correction and resubmittal. The Engineer's approval of any schedule shall not transfer any of the Contractor's responsibilities to the Contracting Agency. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the time(s) specified in the contract. 1- 08.3(2) Progress Schedule Types Type A Progress Schedules are required on all projects that do not contain the bid item for Type B Progress Schedule. Type B Progress Schedules are required on all projects that contain the bid item for Type B Progress Schedule. Weekly Look -Ahead Schedules and Schedule Updates are required on all projects. 1- 08.3(2)A Type A Progress Schedule The Contractor shall submit five copies of a Type A Progress Schedule no later than the first working day of the contract as defined in Section 1 -08.5. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1- 08.3(2)B Type B Progress Schedule The Contractor shall submit a preliminary Type B Progress Schedule no later than five calendar days after the date the contract is executed. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1- 08.3(1), except that it may be limited to only those activities occurring within the first 60 working days of the project. The Contractor shall submit five copies of a Type B Progress Schedule no later than 30 calendar days after the date the contract is executed. The schedule shall be a critical path method (CPM) schedule developed by the Precedence Diagramming Method (PDM). Restraints may be utilized, but may not serve to change the logic of the network or the critical path. The schedule shall display at least the following information: Contract Number and Title Construction Start Date Critical Path Activity Description Milestone Description Activity Duration Predecessor Activities Successor Activities Early Start (ES) and Early Finish (EF) for each activity Late Start (LS) and Late Finish (LF) for each activity Total Float (TF) and Free Float (FF) for each activity Physical Completion Date Data Date 11 The Engineer will evaluate the Type B Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1- 08.3(2)C Vacant 1- 08.3(2)D Weekly Look -Ahead Schedule Each week that work will be performed, the Contractor shall submit a Weekly Look -Ahead Schedule showing the Contractor's and all subcontractors' proposed work activities for the next two weeks. The Weekly Look -Ahead Schedule shall include the description, duration and sequence of work, along with the planned hours of work. This schedule may be a network schedule, bar chart, or other standard schedule format. The Weekly Look -Ahead Schedule shall be submitted to the Engineer by the midpoint of the week preceding the scheduled work nr some other mutually agreed upon submittal time. 1- 08.3(3) Schedule Updates The Engineer may request a Schedule Update when any of the following events occur: 1. The project has experienced a change that affects the critical path. 2. The sequence of work is changed from that in the approved schedule. 3. The project is significantly delayed. 4. Upon receiving an extension of contract time. The Contractor shall submit five copies of a Type A or Type B Schedule Update within 15 calendar days of receiving a written request, or when an update is required by any other provision of the contract. A "significant" delay in time is defined as 10 working days or 10 percent of the original contract time, whichever is greater. In addition to the other requirements of this Section, Schedule Updates shall reflect the following information: 1. The actual duration and sequence of as- constructed work activities, including changed work. 2. Approved time extensions. 3. Any construction delays or other conditions that affect the progress of the work. 4. Any modifications to the as- planned sequence or duration of remaining activities. 5. The physical completion of all remaining work in the remaining contract time. 12 Unresolved requests for time extensions shall be reflected in the Schedule Update by assuming no time extension will be granted, and by showing the effects to follow -on activities necessary to physically complete the project within the currently authorized time for completion. 1- 08.3(4) Measurement No specific unit of measurement shall apply to the lump sum item for Type B Progress Schedule. 1- 08.3(5) Payment Payment will be made in accordance with Section 1 -04.1, for the following bid item when it is included in the proposal: "Type B Progress Schedule ", lump sum. The Lump Sum price shall be full pay for all costs for furnishing the Type B Progress Schedule and preliminary Type B Progress Schedule. Payment of 80 percent of the lump sum price will be made upon approval of the Progress Schedule. Payment will be increased to 100 percent of the lump sum price upon completion of 80 percent of the original total contract award amount. All costs for providing Type A Progress Schedules and Weekly Look -Ahead Schedules are considered incidental to other items of work in the contract. No payment will be made for Schedule Updates that are required due to the Contractors operations. Schedule Updates required by events that are attributed to the actions of the Contracting Agency will be paid for in accordance with Section 1 -09.4. 1 - 08.4 Prosecution of Work The first sentence is revised to read: The Contractor shall begin work within 21 calendar days from the date of execution of the contract by the Contracting Agency, unless otherwise approved in writing. 1 - 08.5 Time for Completion This section is revised to read: The Contractor shall complete all physical contract work within the number of "working days" stated in the Contract Provisions or as extended by the Engineer in accordance with Section 1 -08.8. Every day will be counted as a "working day" unless it is a nonworking day or an Engineer determined unworkable day. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. When any of these holidays fall on a Sunday, the following Monday shall be counted a nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. The days between December 25 and January 1 will be classified as nonworking days. 13 An unworkable day is defined as a half or whole day the Engineer declares to be unworkable because of weather or conditions caused by the weather that prevents satisfactory and timely performance of the work shown on the critical path of the Contractor's approved progress schedule. Other conditions beyond the control of the Contractor may qualify for an extension of time in accordance with Section 1- 08.8. Contract time shall begin on the first working day following the 21st calendar day after the date the Contracting Agency executes the contract. If the Contractor starts work on the project at an earlier date, then contract time shall begin on the first working day when onsite work begins. The contract provisions may specify another starting date for contract time, in which case, time will begin on the starting date specified. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any half or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. The Engineer will give the Contractor written notice of the physical completion date for all work the contract requires. That date shall constitute the physical completion date of the contract, but shall not imply the Secretary's acceptance of the work or the contract. The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established:. 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification 14 1 -08.8 Extensions of Time Section 1 -08.8 is revised to read: The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The requests for time extension shall be limited to the affect on the critical path of the Contractor's approved schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The request shall include an updated schedule that supports the request and demonstrates that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or by using other reasonable alternatives. If a request combined with previous extension requests, equals 20 percent or more of the original contract time then the Contractor's letter of request must bear consent of Surety. In evaluating any request, the Engineer will consider how well the Contractor used the time from contract execution up to the point of the delay and the effect the delay has on any completion times included in the special provisions. The Engineer will evaluate and respond within 15 calendar days of receiving the request. The authorized time for physical completion will be extended for a period equal to the time the Engineer determines the work was delayed because of: 1. Adverse weather causing the time requested to be unworkable, provided that the Engineer had not already declared the time to be unworkable and the Contractor has filed a written protest according to Section 1 -08.5. 2. Any action, neglect, or default of the Contracting Agency, its officers, or employees, or of any other contractor employed by the Contracting Agency. 3. Fire or other casualty for which the Contractor is not responsible. 4. Strikes. 5. Any other conditions for which these Specifications permit time extensions such as: a. In Section 1 -04.4 if a change increases the time to do any of the work including unchanged work. b. In Section 1 -04.5 if increased time is part of a protest that is found to be a valid protest. c. In Section 1 - 04.7 if a changed condition is determined to exist that caused a delay in completing the contract. d. In Section 1 -05.3 if the Contracting Agency does not approve properly prepared and acceptable drawings within 30 calendar days. 15 e. In Section 1 -07.13 if the performance of the work is delayed as a result of damage by others. f. In Section 1 -07.17 if the removal or the relocation of any utility by forces other than the Contractor caused a delay. g. In Section 1 -07.24 if a delay results from all the right of way necessary for the construction not being purchased and the special provisions does not make specific provisions regarding unpurchased right of way. h. In Section 1 -08.6 if the performance of the work is suspended, delayed, or interrupted for an unreasonable period of time that proves to be the responsibility of the Contracting Agency i. In Section 1 -09.11 if a dispute or claim also involves a delay in completing the contract and the dispute or claim proves to be valid. j. In Section 1 -09.6 for work performed on a force account basis. 6. If the actual quantity of work performed for a bid item was more than the original plan quantity and increased the duration of a critical activity. Extensions of time will be limited to only that quantity exceeding the original plan quantity. 7. Exceptional causes not specifically identified in items 1 through 6, provided the request letter proves the Contractor had no control over the cause of the delay and could have done nothing to avoid or shorten it. Working days added to the contract by time extensions, when time has overran, shall only apply to days on which liquidated damages or direct engineering have been charged, such as the following: If substantial completion has been granted prior to all of the authorized working days being used, then the number of days in the time extension will eliminate an equal number of days on which direct engineering charges have accrued. If the substantial completion date is established after all of the authorized working days have been used, then the number of days in the time extension will eliminate an equal number of days on which liquidated damages or direct engineering charges have accrued. The Engineer will not allow a time extension for any cause listed above if it resulted from the Contractor's default, collusion, action or inaction, or failure to comply with the contract. The Contracting Agency considers the time specified in the special provisions as sufficient to do all the work. For this reason, the Contracting Agency will not grant a time extension for: ® Failure to obtain all materials and workers unless the failure was the result of exceptional causes as provided above in subsection 7; 16 • Changes, protests, increased quantities, or changed conditions (Section 1- 04) that do not delay the completion of the contract or prove to be an invalid or inappropriate time extension request; • Delays caused by nonapproval of drawings or plans as provided in Section 1 -05.3; • Rejection of faulty or inappropriate equipment as provided in Section 1- 05.9; • Correction of thickness deficiency as provided in Section 5- 05.5(1)B. The Engineer will determine whether the time extension should be granted, the reasons for the extension, and the duration of the extension, if any. Such determination will be final as provided in Section 1 -05.1. SECTION 1 -09, MEASUREMENT AND PAYMENT January 3, 2006 1- 09.9(1) Retainage The fourth paragraph is revised to read: Release of the retainage will be made 60 days following the Completion Date (pursuant to RCW 39.12, and RCW 60.28) provided the following conditions are met: 1. On contracts totaling more than $20,000, a release has been obtained from the Washington State Department of Revenue. 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department. 4. Washington State Department of Labor and Industries (per section 1- 07.10) shows the Contractor is current with payments of industrial insurance and medical aid premiums. 5. All claims, as provided by law, filed against the retainage have been resolved. In the event claims are filed and provided the conditions of 1, 2, 3 and 4 are met, the Contractor will be paid such retained percentage less an amount sufficient to pay any such claims together with a sum determined by the Contracting Agency sufficient to pay the cost of foreclosing on claims and to cover attorney's fees. 17 SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT August 7, 2006 2- 03.3(2) Rock Cuts This section is revised to read: 1. Preserving Rock Below Subgrade. The Contractor shall take care not to break down, loosen, or damage the rock under the subgrade line, except as provided by Section 2- 03,3(3). Normally cuts will be made from the top, lift by lift, to protect the rock bench that will remain. The Contractor shall be responsible for methods used and for any damage caused to the roadbed, regardless of any previous approvals by the Engineer. 2. Scaling and Dressing. To leave rock cuts in a safe, stable condition, the VVI I ol,WI shall scale and dress them, 1 1, I el ov11g all IUUJC fragments 11ICI Il, d1IU rocks t not firmly fastened to the rock slope. The Contractor shall also remove any overhanging rock the Engineer sees as a hazard to roadway users. If the Engineer requires it, the Contractor shall remove loose fragments and rocks lying outside the slope stakes. Payment for such extra work shall be by force account as provided in Section 1 -09.6. The Contracting Agency will pay for loading and hauling these materials at the unit contract prices that apply or as provided in Section 1 -04.4. 3. Drilling and Blasting. Not less than two weeks prior to commencing drilling and blasting operations or at any time the Contractor proposes to change the drilling and blasting methods, the Contractor shall submit a blasting plan to the Engineer for review. The blasting plan shall contain the full details of the drilling and blasting patterns and controls the Contractor proposes to use for both the controlled and production blasting. The blasting plan submittal is required for all blasting operations and shall contain the following minimum information: a) Station limits of proposed shot. b) Plan and section views of proposed drill pattern including free face, burden, blast hole spacing, blast hole diameter, blast hole angles, lift height, and subdrill depth. c) Loading diagram showing type and amount of explosives, primers, initiators, and location and depth of stemming. d) Initiation sequence of blast holes including delay times and delay system. e) Manufacturer's data sheets for all explosives, primers, and initiators to be employed. Review of the blasting plan by the Engineer shall not relieve the Contractor of the responsibility for the accuracy and adequacy of the plan when implemented in the field. 18 When blasting to establish slopes 1/2 to 1 or steeper, and more than 10 feet high, the Contractor shall use controlled blasting. The Engineer may require the Contractor to use controlled blasting to form the faces of other slopes, even if the slopes could be formed by nonblasting methods. Controlled blasting refers to the controlled use of explosives and blasting accessories in carefully spaced and aligned drill holes to provide a free surface or shear plane in the rock along the specified backslope. Controlled blasting techniques covered by this specification include presplitting and cushion blasting. In addition to the blasting plan submittal, when using controlled blasting the Contractor shall: a) Prior to commencing full -scale blasting operations, the Contractor shall demonstrate the adequacy of the proposed blast plan by drilling, blasting, and excavating short test sections, up to 100 feet in length, to determine which combination of method, hole spacing, and charge works best. When field conditions warrant, the Contractor may be ordered to use test section lengths less than 100 feet. Unless otherwise approved by the Engineer, the Contractor shall begin the tests with the controlled blast holes spaced 30- inches apart, then adjust if needed, until the Engineer approves the spacing to be used for full -scale blasting operations. b) The Contractor shall completely remove all overburden soil and loose or decomposed rock along the top of the excavation for a distance of at least 30 feet beyond the end of the production hole drilling limits, or to the end of the cut, before drilling the presplitting holes. c) The controlled blast holes shall be not less than 2 inches nor more than 3 inches in diameter. d) The Contractor shall control drilling operations by the use of the proper equipment and technique to ensure that no hole shall deviate from the plane of the planned slope by more than 9 inches either parallel or normal to the slope. Drill holes exceeding these limits shall not be paid for unless satisfactory slopes are being obtained. e) Controlled blast holes shall extend a minimum of 30 feet beyond the limits of the production holes to be detonated, or to the end of the cut as applicable. f) The length of controlled blast holes for any individual lift shall not exceed 20 feet unless the Contractor can demonstrate to the Engineer the ability to stay within the above tolerances and produce a uniform slope. If greater than 5 percent of the presplit holes are misaligned in any one lift, the Contractor shall reduce the height of the lifts until the 9 -inch alignment tolerance is met. Upon satisfactory demonstration, the length of holes may be increased to a maximum of 60 feet with written approval of the Engineer. 19 g) When the cut height requires more than one lift, a maximum 2 -foot offset between lifts will be permitted to allow for drill equipment clearances. The Contractor shall begin the control blast hole drilling at a point that will allow for necessary offsets and shall adjust, at the start of lower lifts, to compensate for any drift that may have occurred in the upper lifts. h) Before placing charges, the Contractor shall determine that the hole is free of obstructions for its entire depth. All necessary precautions shall be exercised so that the placing of the charges will not cause caving of material from the walls of the holes. i) The maximum diameter of explosives used in presplit holes shall not be greater than 1 / 2 the diameter of the presplit hole. j) Only standard explosives manufactured especially for controlled blasting shall be used in controlled blast holes, unless otherwise approved by the Engineer. Bulk ammonium nitrate and fuel oil (ANFO) shall not be allowed to be loaded in the presplit holes. k) If fractional portions of standard explosive cartridges are used, they shall be firmly affixed to the detonating cord in a manner that the cartridges will not slip down the detonating cord nor bridge across the hole. Spacing of fractional cartridges along the length of the detonating cord shall not exceed 30 inches center to center and shall be adjusted to give the desired results. I) Continuous column cartridge type of explosives used with detonating cord shall be assembled and affixed to the detonating cord in accordance with the explosive manufacturer's instructions, a copy of which shall be furnished to the Engineer. m) The bottom charge of a presplit hole may be larger than the line charges but shall not be large enough to cause overbreak. The top charge of the presplitting hole shall be placed far enough below the collar, and reduced sufficiently, to avoid overbreaking and heaving. n) The upper portion of all presplit holes, from the top most charge to the hole collar, shall be stemmed. Stemming materials shall be sand or other dry angular material, all of which passes a 3/8 -inch sieve. o) If presplitting is specified, the detonation of these holes shall be fired first. p) If cushion blasting is specified, the detonation of these holes shall be fired last on an instantaneous delay after all other blasting has taken place in the excavation. q) Production blast holes shall not be drilled closer than 6 feet to the controlled blast line, unless approved by the Engineer. The bottom of the production holes shall not be lower than the bottom of the controlled blast holes. Production holes shall not exceed 6 inches in 20 diameter, unless approved by the Engineer. Detonation of production holes shall be on a delay sequence toward a free face. r) The use of horizontal blast holes for either production or controlled blasting is prohibited. 21 SECTION 2 -09, STRUCTURE EXCAVATION January 3, 2006 2- 09.3(1)E Backfilling Item 1 of the first paragraph under Compaction is revised to read: • 1. Backfill supporting roadbed, roadway embankments, or structures, including backfill providing lateral support for noise barrier wall foundations, luminaire poles, traffic signal standards, and roadside and overhead sign structure foundations — placed in horizontal layers no more than 6 inches thick with each layer compacted to 95 percent of the maximum density determined by the Compaction Control Test, Section 2- 03.3(14)D. SECTION 2 -12 CONSTRU TX CTION GF(�FTII F August 7, 2006 - - - - •- --- . The section title is revised to read: CONSTRUCTION GEOSYNTHETIC 2 -12 CONSTRUCTION GEOTEXTILE This heading is revised to read: 2 -12 CONSTRUCTION GEOSYNTHETIC 2 -12.1 Description The word geotextile is revised to geosynthetic. 2 - 12.2 Materials In the first and second paragraphs geotextile is revised to geosynthetic. 2 - 12.3 Construction Requirements In the first, second, and third paragraphs geotextile is revised to geosynthetic. SECTION 3 -01, PRODUCTION FROM QUARRY AND PIT SITES August 7, 2006 3- 01.4(1) Acquisition and Development The first paragraph is revised to read: If, under the terms of the Contract, the Contractor is required to provide a source of materials, or if the Contractor elects to use materials from sources other than those provided by the Contracting Agency, the Contractor shall, at no expense to the Contracting Agency, make all necessary arrangements for obtaining the material and shall ensure the quantity of suitable material is available. Preliminary samples shall be taken by or in the presence of the Engineer or a designated representative unless the Engineer permits otherwise. Approval of the source does not relieve the Contractor from meeting these specification requirements, nor does it guarantee that the material will meet these requirements without additional or proper processing. The Engineer may require additional preliminary samples at any time. 22 • SECTION 6 -02, CONCRETE STRUCTURES August 7, 2006 6- 02.3(2) Proportioning Materials The third paragraph is revised to read: The use of fly ash is required for Class 4000D and 4000P concrete, except that ground granulated blast furnace slag may be substituted for fly ash at a 1:1 ratio. The use of fly ash and ground granulated blast furnace slag is optional for all other classes of concrete. 6 02.3(2)A Contractor Mix Design The first paragraph is revised to read: The Contractor shall provide a mix design in writing to the Engineer for all classes of concrete specified in the Plans except for those accepted based on a Certificate of Compliance. No concrete shall be placed until the Engineer has reviewed the mix design. The required average 28 day compressive strength shall be selected per ACI 318, Chapter 5, Section 5.3.2. ACI 211.1 and ACI 318 shall be used to determine proportions. The proposed mix for Class 4000P shall provide a minimum fly ash or ground granulated blast furnace slag content per cubic yard of 100 pounds, and a minimum cement content per cubic yard of 600 pounds. The proposed mix for Class 4000D shall provide a minimum fly ash or ground granulated blast furnace slag content per cubic yard of 75 pounds, and a minimum cement content per cubic yard of 660 pounds. All other concrete mix designs, except those for lean concrete and commercial concrete, shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete. The following new sentence is inserted after the first sentence in the fourth paragraph. An alternate combined aggregate gradation conforming to Section 9- 03.1(5) may also be used. 6 02.3(4)A Qualification of Concrete Suppliers The first paragraph and the entire second paragraph (1 through 4) are deleted and replaced with the following: Batch Plant Prequalification may be obtained through one of the following methods: 1. Certification by the National Ready Mix Concrete Association (NRMCA). Information concerning NRMCA certification may be obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The NRMCA certification shall be good for a two year period. When this method of certification is used the following documentation shall be submitted to the project engineer. a. A copy of the current NRMCA Certificate of Conformance, the concrete mix design(s) (WSDOT Form 350 -040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. 23 2. Independent evaluation certified by a Professional Engineer using NRMCA checklist. The Professional Engineer shall be licensed under title 18 RCW, state of Washington, qualified in civil engineering. The independent certification using the NRMCA checklist shall be good for a two year period. When this method of certification is used the following documentation shall be submitted to the engineer. a. A copy of the Professional Engineer's stamped and sealed NRMCA Verification of Inspection and Application for Certificate page from the NRMCA checklist, the concrete mix design(s) (WSDOT Form 350 -040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. 3. Inspection conducted by the Plant Manager, defined as the person directly responsible for the daily plant operation, using the NRMCA Plant Certification checklist. The Plant Manager certification shall be done prior to the start of a project, and every six months throughout the life of the project, and meet the following requirements: a. The Agreement to Regularly Check Scales and Volumetric Batching Dispensers page in the NRMCA Plant Certification checklist shall be signed by the Plant Manager and notarized. b. The signed and notarized Agreement to Regularly Check Scales and Volumetric Batching Dispensers page and a copy of the NRMCA Plant Certification checklist cover page showing the plant designation, address and Company operating plant shall all be submitted to the Project Engineer with the concrete mix design (WSDOT Form 350 -040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. c. The NRMCA Plant Certification checklists shall be maintained by the Plant Manager and are subject to review at any time by the Contracting Agency. e. Volumetric water batching devices (including water meters) shall be verified every 90 days. 6 02.3(5)C Conformance to Mix Design Item 2 under the first paragraph is revised to read: 2. Fly ash and ground granulated blast furnace slag weight plus or minus 5 percent of that specified in the mix design. 6 02.3(5)H Sampling and Testing for Compressive Strength This section including title is revised to read: 24 6- 02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing Acceptance testing for compressive strength shall be conducted at the same frequency as the acceptance tests for temperature, consistency, and air content. The Contractor shall provide, and maintain cure boxes for curing concrete cylinders. The Contractor shall also provide, maintain and operate all necessary power sources and connections needed to operate the curing box. Concrete cylinders shall be cured in a cure box in accordance with WSDOT FOP for AASHTO T 23. The cure boxes shall maintain a temperature between 60 °F and 80 °F for concrete with specified strengths less than 6000 psi and between 68 °F and 78 °F for concrete with specified strengths of 6000 psi and higher. A minimum /maximum thermometer shall be installed to measure the internal temperature of the cure box. The thermometer shall be readable from outside of the box and be capable of recording the high and low temperatures in a 24 -hour period. The cure boxes shall create an environment that prevents moisture loss from the concrete specimens. The top shall have a working lock and the interior shall be rustproof. A moisture -proof seal shall be provided between the lid and the box. The cure box shall be the appropriate size to accommodate the number of concrete acceptance cylinders necessary or the Contractor shall provide additional cure boxes. Once concrete cylinders are placed in the cure box, the cure box shall not be moved until the cylinders have been cured in accordance with these specifications. When concrete is placed at more than one location simultaneously, multiple cure boxes shall be provided. The Contractor shall protect concrete cylinders in cure boxes from excessive vibration and shock waves during the curing period in accordance with Section 6- 02.3(6)D. 6 02.3(6)D Protection Against Vibration The last sentence in the second paragraph is revised to read: See the Shaft Special Provision, and Section 6 -16 respectively for shaft installation, and soldier pile shaft installation operations. The first sentence in number 3 under Prescriptive Safe Distance Method is revised to read: (3) Equipment Class H (High Vibration) shall include pile drivers, machine operated impact tools, pavement breakers, and other large pieces of equipment. 6 02.3(16) Plans for Falsework and Formwork The address for FEDEX delivery following the fourth paragraph is revised to read: Washington State Department of Transportation Bridge and Structures Engineer 7345 Linderson Way SW Tumwater, WA 98501 -6504 6 02.3(16)A Nonpreapproved Falsework and Formwork Plans The address for FEDEX delivery following the first paragraph is revised to read: Washington State Department of Transportation 25 Bridge and Structures Engineer 7345 Linderson Way SW Tumwater, WA 98501 -6504 6 02.3(16)B Preapproved Formwork Plans The address for FEDEX delivery following the second paragraph is revised to read: Washington State Department of Transportation Bridge and Structures Engineer 7345 Linderson Way SW Tumwater, WA 98501 -6504 6 02.3(24)C Placing and Fastening The 14th paragraph is revised to read: Clearances shall be at least: 4- inches between: Main bars and the top of any concrete masonry to the action of salt or alkaline water. 3- inches between: Main bars and the top of any concrete deposited against earth without intervening forms. 2 inches between: Adjacent bars in a layer. Roadway slab bars and the top of the roadway slab. 2- inches between: Adjacent layers. Main bars and the surface of concrete exposed to earth or weather (except in roadway slabs). Reinforcing bars and the faces of forms for exposed aggregate finish. 1 inches between: Main bars and the surface of concrete not exposed to earth or weather. Slab bars and the top of the slab (except roadway slabs). Barrier and curb bars and the surface of the concrete. Stirrups and ties and the surface of the concrete exposed to earth or weather. 1 -inch between: Slab bars and the bottom of the slab. Stirrups and ties and the surface of the concrete not exposed to earth or weather. 6 02.3(26)A Shop Drawings The address for FEDEX delivery under Item 1 in the first paragraph is revised to read: Washington State Department of Transportation Bridge and Structures Engineer 7345 Linderson Way SW Tumwater, WA 98501 -6504 6 02.3(28)A Shop Drawings The first paragraph is revised to read: 9R Before casting the structural elements, the Contractor shall submit: 1. Seven sets of shop drawings for approval by the Department of Transportation Bridge and Structures Engineer, Construction Support, addressed as follows: US Postal Service P. O. Box 47340 Olympia, WA 98504 -7340 Fed Ex 7345 Linderson Way SW Tumwater, WA 98501 -6504; and 2. Two sets of shop drawings to the Project Engineer. 6 - 02.4 Measurement This section is supplemented with the following: No specific unit of measure will apply to the lump sum item for cure box. 6 - 02.5 Payment This section is supplemented with the following: "Cure Box ", lump sum. The lump sum contract price for "Cure Box" shall be full pay for all costs for providing, operating, maintaining, moving and removing the cure boxes and providing, maintaining and operating all necessary power sources and connections needed to operate the curing boxes. 27 SECTION 7 -01, DRAINS August 7, 2006 7 -01.3 Construction Requirements This section is revised to read: A trench of the dimensions shown in the Plans or as specified by the Engineer shall be excavated to the grade and line given by the Engineer. Section 7 -01.3 is supplemented with the following new sub - sections: 7 01.3(1) Drain Pipe Drain pipe shall be laid in conformity with the line and grades as shown in the Plans. The drain pipe shall be laid with soiltight joints unless otherwise specified. Concrete i dr pipe shall be laid w ith th bell o r l end upstream. PVC d r a i n sha ll b _ drain 1 F .II F .lG shall vr. laid with the bell or larger end U�.lJ �� GQI � �. PVC V UI GIII � pipeJI shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9 -04.8. The bell shall be laid upstream. PE drain pipe shall be jointed with snap -on, screw -on, bell and spigot, or wraparound coupling bands as recommended by the manufacturer of the tubing, 7 01.3(2) Underdrain Pipe Wh underdrain pip i being installed as a means of inter ground or intercepting ground water, the trench shall be fine - graded in the existing soil 3 inches below the grade of the pipe as shown in the Plans. Gravel backfill shall be used under the pipe. Gravel backfill shall be placed to the depth shown in the Plans or as designated by the Engineer. All backfill shall be placed in 12 -inch maximum layers and be thoroughly compacted with three passes of a vibratory compactor for each layer. The Contractor shall use care in placing the gravel backfill material to prevent its contamination. Class 2 perforations shall be used unless otherwise specified. When Class 1 perforations are specified the perforated pipe shall be laid with the perforations down. Upon final acceptance of the work, all drain pipes shall be open, clean, and free draining. Perforated pipe does not require a watertight joint. PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9 -04.8 or solvent cement as described in Section 9 -04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE drainage tubing underdrain pipe shall be jointed with snap -on, screw -on, bell and spigot, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 28 SECTION 7 -02, CULVERTS January 3, 2006 7 -02.2 Materials The fifth and seventh paragraphs are deleted: SECTION 7 -04, STORM SEWERS January 3, 2006 7 -04.2 Materials The fourth and sixth paragraphs are deleted: SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL August 7, 2006 8- 01.3(1) General The eighth paragraph, beginning with "In western Washington, erodible soil ", is deleted and replaced with the following: Erodible soil not being worked, whether at final grade or not, shall be covered within the following time period, using an approved soil covering practice, unless authorized otherwise by the Engineer: In western Washington (west of the Cascade Mountain crest): October 1 through April 30 2 days maximum May 1 to September 30 7 days maximum In eastern Washington (east of the Cascade Mountain crest.): October 1 through June 30 5 days maximum July 1 through September 30 10 days maximum 8 01.3(1)B Erosion and Sediment Control (ESC) Lead This section is revised to read: The Contractor shall identify the ESC Lead at the preconstruction discussions and in the TESC plan. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sediment Control from a course approved by the Washington State Department of Ecology. The ESC Lead shall be listed on the Emergency Contact List required under Section 1- 05.13(1). The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) plan. Implementation shall include, but is not limited to: 1. Installing and maintaining all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC plan to assure continued performance of their intended function. Damaged or inadequate TESC BMPs shall be corrected immediately. 2. Updating the TESC plan to reflect current field conditions. 29 When a TESC plan is included in the contract plans, the Contractor shall inspect all on -site erosion and sediment control BMPs at least once every calendar week and within 24 hours of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month. The Erosion and Sediment Control Inspection Form (Form Number 220 -030 EF) shall be completed for each inspection and a copy shall be submitted to the Engineer no later than the end of the next working day following the inspection. 8 01.3(2)E Tacking Agent and Soil Binders The third paragraph, (PAM) is revised to read: Soil Binding Using Polyacrylamide (PAM) The PAM shall he applied on harp coil completely riiccnivari and mixed in w ater or applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than 2/3 pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of cellulose fiber mulch treated with a non -toxic dye shall be applied with the dissolved PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand -held fertilizer spreader or a tractor - mounted spreader. 8 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch The second paragraph under East of the summit of the Cascade Range, beginning with "The Contractor will be responsible ", is deleted. 8 01.3(9)A Silt Fence The fifth paragraph is revised to read: Posts shall be either wood or stPel_ Wood posts shall have minimum dimensions of 1 1/4 inches by 1 1/4 inches by the minimum length shown in the Plans. Steel posts shall have a minimum weight of 0.90 lbs/ft 8 - 01.4 Measurement This section is supplemented with the following: Coir log will be measured by the linear foot along the ground line of the completed installation. 8 - 01.5 Payment The following bid item is inserted after "Compost Sock ", per linear foot: "Coir Log ", per linear foot • 30 SECTION 8 -02, ROADSIDE RESTORATION April 3, 2006 8- 02.3(8) Planting The seventh and eighth paragraphs are deleted and replaced with the following: All burlap, baskets, string, wire and other such materials shall be removed from the hole when planting balled and burlapped plants. The plant material shall be handled in such a manner that the root systems are kept covered and damp at all times. The root systems of all bare root plant material shall be dipped in a slurry of silt and water immediately prior to planting. The root systems of container plant material shall be moist at the time of planting. In their final position, all plants shall have their top true root (not adventitious root) no more than 1" below the soil surface, no matter where that root was located in the original root ball or container. After planting, the backfill material and root ball shall be thoroughly watered in within 24 hours. 8 02.3(9) Pruning, Staking, Guying, and Wrapping The first paragraph is revised to read: Plants shall be pruned at the time of planting, only to remove minor broken or damaged twigs, branches or roots. Pruning shall be done with a sharp tool and shall be done in such a manner as to retain or to encourage natural growth characteristics of the plants. All other pruning shall be performed only after the plants have been in the ground at least one year. SECTION 8 -04, CURBS, GUTTERS, AND SPILLWAYS January 3, 2006 8 -04.4 Measurement The first paragraph is revised to read: All curbs, gutters, and spillways will be measured by the linear foot along the line and slope of the completed curbs, gutters, or spillways, including bends. Measurement of cement concrete curb and cement concrete curb and gutter, when constructed across driveways or sidewalk ramps, will include the width of the driveway or sidewalk ramp. SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL August 7, 2006 8- 20.3(2) Excavating and Backfilling The third paragraph is revised to read: The excavations shall be backfilled in conformance with the requirements of Section 2- 09.3(1)E, Structure Excavation. 8 20.3(4) Foundations The second paragraph is revised to read: 31 The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the sides of the excavation, then all gaps between the existing soil and the completed foundation shall be backfilled and compacted in accordance with Section 2- 09.3(1)E. The thirteenth paragraph is revised to read: Both forms and ground which will be in contact with the concrete shall be thoroughly moistened before placing concrete; however, excess water in the foundation excavation will not be permitted. Foundations shall have set at least 72 hours prior to the removal of the forms. All forms shall be removed, except when the Plans or Special Provisions specifically allow or require the forms or casing to remain. 8 20.3(9) Bonding, Grounding The first two paragraphs are revised to read: All metallic appurtenances containing electrical conductors (luminaires, light standards, cabinets, metallic conduit, etc.) shall be made mechanically and electrically secure to form continuous systems, that shall be effectively grounded. Supplemental grounding shall be provided at light standards, signal standards, cantilever sign structures, and sign bridges. Steel sign posts which support signs with flashing beacons shall also have supplemental grounding. Foundations for these standards shall be installed with a bare, 6 AWG copper wire that is connected to the reinforcing cage with a listed connector suitable for use embedded in concrete and routed to connect to the pole at the grounding lug. Where conduit is installed, the installation shall include an equipment around conductor, in addition to the conductors noted in the contract. Bonding jumpers and equipment grounding conductors shall be installed in accordance with Section 9- 29.3 and NEC. Where existing conduits are used for the installation of new circuits, an equipment - grounding conductor shall be installed unless an existing equipment ground conductor is already present in the existing raceway. The equipment ground conductor between the isolation switch and the sign lighter fixtures shall be a minimum of a 14 AWG stranded copper conductor. Where parallel circuits are enclosed in a common conduit, the equipment - grounding conductor shall be sized by the largest overcurrent device serving any circuit contained within the conduit. 8 20.3(14)E Signal Standards The second paragraph is revised to read: Signal standards shall not be erected on concrete foundations until the foundations have attained 2400 psi or 14 days after concrete placement. Signal standards without mast arms may be erected after 72 hours. Type IV and V strain pole standards may be erected but the messenger cable (span wire) shall not be placed until the foundation has attained 2400 psi or 14 days after concrete placement. 32 SECTION 8 -21, PERMANENT SIGNING January 3, 2006 8- 21.3(9)F Bases The second paragraph is revised to read: The excavation and backfill shall be in conformance with the requirements of Section 2- 09.3(1)E. The fifth paragraph is revised to read: The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the sides of the excavation, then all gaps between the existing soil and the completed foundation shall be backfilled and compacted in accordance with Section 2- 09.3(1)E. The fourteenth paragraph is revised to read: Both forms and ground which will be in contact with the concrete shall be thoroughly moistened before placing concrete; however, excess water in the foundation excavation will not be permitted. Forms shall not be removed until the concrete has set at least three days. All forms shall be removed, except when the Plans or Special Provisions specifically allow or require the forms or casing to remain. SECTION 9 -00, DEFINITIONS AND TESTS January 3, 2006 9 -00.8 Sand Equivalent The second paragraph is revised to read: For acceptance, there must be a clear line of demarcation. If no clear line of demarcation has formed at the end of a 30 minute sedimentation period, the material will be considered as failing to meet the minimum specified sand equivalent. SECTION 9 -02, BITUMINOUS MATERIALS January 3, 2006 9- 02.1(4) Asphalt Binders This section including title is revised to read: 9 02.1(4) Performance Graded Asphalt Binder (PGAB) PGAB meeting the requirements of AASHTO M 320 Table 1 of the grades specified in the contract shall be used in the production of HMA. The Direct Tension Test (AASHTO T 314) of M 320 is not a specification requirement. 9 02.1(4)A Performance Graded Asphalt Binder This section including title is revised to read: 33 9- 02.1(4)A Quality Control Plan The Asphalt Supplier of PGAB shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance Graded Asphalts ". The Asphalt Supplier's QCP shall be • submitted and approved by the WSDOT State Materials Laboratory. Any change to the QCP will require a new QCP to be submitted. The Asphalt Supplier of PGAB shall certify through the Bill of Lading that PGAB meets the specification requirements of the contract. 9 02.1(6)A Polymerized Cationic Emulsified Asphalt CRS - 2P This section is revised to read: The asphalt CRS -2P shall be a polymerized cationic emulsified asphalt. The polymer shall be milled into the asphalt or emulsion during the manufacturing of the em The asphalt r'RQ_2P shall meet the following specifications: .. � �..�.,��,� �. lli i i The ... �,., iu�a v � w �� shall meet ic.c� the w i o ��.auvi ia. AASHTO Test I Specifications Method Minimum I Maximum Viscosity @122 °F, SFS T 59 100 400 Storage Stability 1 day % T 59 - -- 1 Demulsibility 35 ; i 1. 0.8% Dioctyl T 59 40 - -- Sodium Sulfosuccinate Particle Charge T 59 positive - -- Sieve Test % T 59 - -- 0.30 Distillation Oil distillate by vol. of emulsion % T 59note 1 0 3 Residue T 59 note 1 65 - -- Test on the Residue From Distillation Penetration @77 °F T 49 100 250 Torsional Recovery % note 2 18 - -- or Toughness/Tenacity in -lbs note 3 50/25 - -- note 1 Distillation modified to use 300 grams of emulsion heated to 350 °F ± 9 °F and maintained for 20 minutes. note 2 The Torsional Recovery test shall be conducted according to the California Department of Transportation Test Method No. 332. The residue material for this test shall come from California Department of Transportation Test Method No. 331. note 3 Benson method of toughness and tenacity; Scott tester, inch - pounds at 77 °F, 20 in. per minute pull. Tension head 7 /8 in. diameter. 34 At the option of the supplier the Benson Toughness/Tenacity test can be used in lieu of Torsional Recovery based on type of modifier used. If the Benson Toughness/Tenacity method is used for acceptance the supplier must supply all test data verifying specification conformance. SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS August 7, 2006 9- 05.1(6) Corrugated Polyethylene Drainage Tubing Drain Pipe This section including title is revised to read: 9 05.1(6) Corrugated Polyethylene Drain Pipe (up to 10 - inch) Corrugated polyethylene drain pipe shall meet the requirements of AASHTO M 252 type C (corrugated both inside and outside) or type S (corrugated outer wall and smooth inner liner). The maximum size pipe shall be 10 inches in diameter. 9 05.1(7) Corrugated Polyethylene Drain Pipe This section including title is revised to read: 9 05.1(7) Corrugated Polyethylene Drain Pipe (12 - inch through 60 - inch) Corrugated polyethylene drain pipe, 12 -inch through 60 -inch - diameter maximum, shall meet the minimum requirements of AASHTO M 294 Type S or 12 -inch through 24 inch diameter maximum shall meet the minimum requirements of AASHTO M 294 Type C. 9- 05.2(7) Perforated Corrugated Polyethylene Drainage Tubing Underdrain Pipe This section including title is revised to read: 9- 05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 -inch) Perforated corrugated polyethylene underdrain pipe shall meet the requirements of AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. The maximum size pipe shall be 10 -inch diameter. 9 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe This section including title is revised to read: 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12 -inch through 60 -inch) Perforated corrugated polyethylene underdrain pipe, 12 -inch through 60 -inch diameter maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. 35 9 -05.15 Metal Castings This section is revised to read: For all metal castings the producing foundry shall provide certification stating the country of origin, the material meets the required ASTM or AASHTO specification noted in the subsections below. The producing foundry shall detail all test results from physical testing to determine compliance to the specifications. The test reports shall include physical properties of the material from each heat and shall include tensile, yield, and elongation as specified in the appropriate ASTM or AASHTO specification. For AASHTO M 306, Section 8, Certification is deleted and replaced with the above certification and testing requirements. Metal castings for drainage structures shall not be dipped, painted, welded, plugged, or repaired. Porosity in metal castings for drainage structures shall be considered a workmanship defect subject to rejection by the Engineer Metal castings made from gray iron or ductile iron shall conform to the requirements of AASHTO M 306, and metal castings made from cast steel shall conform to the requirements of Section 9 -06.8. All metal castings shall meet the proof load testing requirements of AASHTO M 306. 9 05.15(1) Manhole Ring and Cover This section is revised to read: Castings for manhole rings shall be gray iron or ductile iron and covers shall be ductile iron. All covers shall be interchangeable within the dimensions shown in the Standard Plans. All mating surfaces shall be machine finished to ensure a nonrocking fit. The inside vertical recessed face of the ring and the vertical outside edge of the cover shall be machined or manufactured to the following tolerances: Ring +3/32 inch to -3/32 inch Cover +3/32 inch to -3/32 inch All manhole rings and covers shall be identified by the name or symbol of the producing foundry and country of casting origin. This identification shall be in a plainly visible location when the ring and cover are installed. Ductile iron shall be identified by the following, "DUC" or "Dl." The producing foundry and material identification shall be adjacent to each other and shall be minimum 1/2 inch to maximum 1 inch high letters, recessed to be flush with the adjacent surfaces. 9- 05.15(2) Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets The first and second paragraphs are revised to read: Castings for metal frames for catch basins and inlets shall be cast steel, gray iron, or ductile iron, and as shown in the Standard Plans. Castings for grates and solid metal covers for catch basins and inlets shall be cast steel or ductile iron and as shown in the Standard Plans. Additionally, leveling pads are allowed on grates and solid metal covers with a height not to exceed 1/8 inch. The producing foundry's name and material designation shall be embossed on the 36 top of the grate. The material shall be identified by the following: "CS" for cast steel or "DUC" or "Dl" for ductile iron and shall be located near the producing foundry's name. 9 05.15(3) Cast Metal Inlets The first sentence is revised to read: The castings for cast metal inlets shall be cast steel or ductile iron, and as shown in the Standard Plans. 9 - 05.19 Corrugated Polyethylene Culvert Pipe The first paragraph is revised to read: Corrugated polyethylene culvert pipe shall meet the requirements of AASHTO M 294 Type S or D for pipe 12 -inch to 60 -inch diameter with silt -tight joints. SECTION 9 -16, FENCE AND GUARDRAIL April 3, 2006 9- 16.1(1)A Post Material for Chain Link Fence The two references in the second paragraph to "Standard Plan L 2" are revised to "ASTM F1043 ". Under Roll Form Material, the reference in the third paragraph to "Standard Plan L 2" is revised to "ASTM F1043 ". SECTION 9 -22, Monument Cases August 7, 2006 9 -22.1 Monument Cases, Covers, and Risers The AASHTO requirement is revised to read " AASHTO M 306 ". 37 SECTION 9 -28, SIGNING MATERIALS AND FABRICATION August 7, 2006 9- 28.14(1) Timber Sign Posts The last sentence is revised to read: Preservative and retention shall be as shown in Section 9 -16.2 for sawn posts. SECTION 9 -29, ILLUMINATION, SIGNAL, ELECTRICAL • January 3, 2006 9- 29.2(1) Standard Junction Box This section including title is revised to read: 9 29.2(1) Standard Duty and Heavy Duty Junction Box Concrete junction boxes shall have a minimum compressive strength of 6000 psi when reinforced with a welded wire hoop and 4000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding the wire fabric to the frame or by welding headed studs 3/8 inch x 3 inches long, as specified in section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. For Standard Duty Junction boxes the steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07,3 or hot dip galvanized in accordance with ASTM A 111. For Heavy Duty Junction Boxes the steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3 Non - concrete junction boxes shall be gray in color and shall have an open bottom design with approximately the same inside dimensions as concrete junction boxes. Non - concrete junction box lids shall include a pull slot and shall be secured with two 1/2 inch stainless steel hex -head bolts factory coated with anti -seize compound and recessed into the cover. The tapped holes for the securing bolts shall extend completely through the box to prevent accumulation of debris. Bolts shall conform to ASTM F 593, stainless steel. This section is supplemented with the following new sections: 9 29.2(1)A Standard Duty Junction Boxes Standard Duty Junction Boxes are defined as Type 1, 2, 3, 7 and 8 concrete and non - concrete junction boxes and shall have a minimum load rating of 22,500 pounds, applied through a 10 inch. x 10 inch x 1 inch steel plate centered on the lid. Type 1 non - concrete junction boxes with the same approximate interior dimensions are considered to be equivalent to any Type 1 concrete junction box. The Type 2 and 3 non - concrete junction boxes respectively are considered as equivalent to the type 2 and 3 concrete junction boxes with the approximate same interior dimensions. 38 Currently approved Type 1, 2, and 3 junction boxes shall remain approved, unless the design is modified. Any modification to approved junction boxes will require review or retesting for acceptance. The non - concrete junction boxes require testing by an independent testing lab, as described below. Material for Type 1, 2, 3, 7 and 8 concrete junction boxes shall conform to the following: Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A786 diamond plate steel Frame ASTM A786 diamond plate steel or ASTM A36 flat steel Lid Support & Handle ASTM A36 steel Anchors (studs) Section 9 -06.15 9 29.2(1)B Heavy Duty Junction Boxes Heavy Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and lids shall have a minimum vertical load rating of 46, 000 pounds without permanent deformation and 60,000 pounds without failure. Material for type 4, 5, and 6 concrete junction boxes shall conform to the following: Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Lid ASTM A786 diamond plate steel, rolled from plate complying with ASTM A572, grade 50 or ASTM A588 with min. CVN toughness of 20 ft -lb at 40 degrees F Frame and stiffener plates ASTM A572 grade 50 or ASTM A588, both with min. CVN toughness of 20 ft -lb at 40 degrees F Handle ASTM A36 steel Anchors (studs) Section 9 -06.15 Bolts, Nuts, Washers ASTM F 593 or A 193, type 304 or 316 The lid stiffener plates shall bear on the frame. Mill so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75% of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9 29.2(1)C Testing Requirements For fabrication approval by the Contracting Agency, junction boxes shall be tested, and a test report from an independent materials testing facility shall be provided showing compliance with the load test. 39 The test report shall certify that the box and cover meet or exceed the loading requirements and shall document the results of the load test. Three copies of the test report shall be furnished to the Contracting Agency. The report shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load, deflection and failure data. 5. Weight of box and cover tested. 6. A brief description of type and location of failure. 7. Upon completion of the required test(s) the box shall be loaded to failure. 8. A brief description of type and location of failure. Prior to installation of junction boxes, the contractor shall provide a certified test report, prepared by an independent testing lab which documents results of testing done by the independent testing lab for the manufacturer. The test report shall certify that the boxes meet or exceed the loading requirements and shall document the results of the load test listed below. The independent testing lab shall meet the requirements of AASHTO R 18. Representatives of the State Materials Lab shall witness the test and sign the test report. The Contractor shall give the Engineer 30 days notice prior to testing. Testing for Standard Duty Junction Boxes Standard Duty Junction Boxes shall be load tested to 22,500 pounds. At each interval the test box shall be inspected for lid deformation, failure of the lid/ frame welds, vertical and horizontal displacement of the lid/ frame, cracks, and concrete spalling. The test load shall be applied uniformly through a 10 inch x 10 inch x 1 inch steel plate centered on the lid. Concrete junction boxes will be considered to have withstood the test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spading of the concrete. Non concrete junction boxes will be considered to have withstood the test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or lid frame or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Fracturing of the sidewall or lid. 4. Displacement of lid or junction box side. Testing for Heavy Duty Junction Boxes Heavy duty junction boxes shall be load tested to 46,000 pounds and then to 60,000 pounds. The test load shall be applied in both longitudinal and 40 transverse orientations. At each interval the test box shall be inspected for lid deformation, failure of the lid/ frame welds, vertical and horizontal displacement of the lid frame, cracks, and concrete spalling. The test load shall be applied uniformly through a 10 -inch x 20 -inch x 1 -inch steel plate centered on the lid. Heavy duty junction boxes will be considered to have withstood the 46,000 pounds test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012- inches that extend 12- inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. Heavy duty junction boxes will be considered to have withstood the 60,000 pounds test if none of the following conditions are exhibited: 1. The lid is operational. 2. The lid is securely fastened. 3. The welds have not failed. 4. Permanent dishing or deformation of the lid is 1/4 inch or less. 5. No buckling or collapse of the box. 9 29.6(2) Slip Base Hardware The last sentence in the first paragraph is revised to read: Plate washers shall conform to ASTM A 36, and also shall conform to the flatness tolerances specified in AASHTO M 293 for circular washers. SECTION 9 -33, CONSTRUCTION GEOTEXTILE August 7, 2006 Section 9 - 33 including title is revised in its entirety to read: SECTION 9 -33, CONSTRUCTION GEOSYNTHETIC 9 -33.1 Geosynthetic Material Requirements The term geosynthetic shall be considered to be inclusive of geotextiles, geogrids, and prefabricated drainage mats. Geotextiles, including geotextiles attached to prefabricated drainage core to form a prefabricated drainage mat, shall consist only of long chain polymeric fibers or yarns formed into a stable network such that the fibers or yarns retain their position relative to each other during handling, placement, and design service life. At least 95 percent by weight of the material shall be polyolefins or polyesters. The material shall be free from defects or tears. The geotextile shall also be free of any treatment or coating which might adversely alter its hydraulic or physical properties after installation. 41 Geogrids shall consist of a regular network of integrally connected polymer tensile elements with an aperture geometry sufficient to permit mechanical interlock with the surrounding backfill. The long chain polymers in the geogrid tensile elements, not including coatings, shall consist of at least 95 percent by mass of the material of polyolefins or polyesters. The material shall be free of defects, cuts, and tears. Prefabricated drainage core shall consist of a three dimensional polymeric material with a structure that permits flow along the core laterally, and which provides support to the geotextiles attached to it. The geosynthetic shall conform to the properties as indicated in Tables 1 through 8 in Section 9 -33.2, and additional tables as required in the Standard Plans and Special Provisions for each use specified in the Plans. Specifically, the geosynthetic uses included in this section and their associated tables of properties are as follows: Geotextile Geosynthetic Application; Applicable Property Tables Underground Drainage, Low and Moderate Survivability, Tables 1 and 2 Classes A. B. and C Separation Table 3 Soil Stabilization Table 3 Permanent Erosion Control, Moderate and High Survivability, Tables 4 and 5 Classes A. B. and C Ditch Lining Table 4 Temporary Silt Fence Table 6 Permanent Geosynthetic Retaining Wall Table 7 and Std. Plans 'Temporary Geosynthetic Retaining Wail 'Tables 7 and 10 Prefabricated Drainage Iviat 'Table 8 Table 10 will be included in the Special Provisions. Geogrid and geotextile reinforcement in geosynthetic retaining walls shall conform to the properties specified in the Standard Plans for permanent walls, and Table 10 for temporary walls. For geosynthetic retaining walls that use geogrid reinforcement, the geotextile material placed at the wall face to retain the backfill material as shown in the Plans shall conform to the properties for Construction Geotextile for Underground Drainage, Moderate Survivability, Class A. Thread used for sewing geotextiles shall consist of high strength polypropylene, polyester, or polyamide. Nylon threads will not be allowed. The thread used to sew permanent erosion control geotextiles, and to sew geotextile seams in exposed faces of temporary or permanent geosynthetic retaining walls, shall also be resistant • to ultraviolet radiation. The thread shall be of contrasting color to that of the geotextile itself. 42 9 -33.2 Geosynthetic Properties 9- 33.2(1) Geotextile Properties Table 1: Geotextile for underground drainage strength properties for survivability. ASTM Geotextile Property Requirements' Test Low Moderate Method Survivability Survivability Geotextile Property Woven Nonwoven Woven Nonwoven Grab Tensile Strength, in machine D 4632 180 lb 115 lb min. 250 lb 160 lb min. and min. min. x- machine direction Grab Failure Strain, in machine D 4632 < 50% .50% < 50% .50% and x- machine direction Seam 3 160 lb 220 lb Breaking D 4632 min 100 lb min. min. 140 lb min. Strength Puncture 370 lb 495 lb Resistance D 6241 min. 220 lb min. min. 310 lb min. Tear Strength, in machine 80 lb and x- D 4533 67 lb min. 40 lb min. min. 50 lb min. machine direction Ultraviolet (UV) D 4355 50% strength retained min., Radiation after 500 hours in a xenon arc device Stability Table 2: Geotextile for underground drainage filtration properties. ASTM Geotextile Property Requirements' Test Geotextile Property Method Class A Class B Class C AOS D 4751 U.S. No. 40 U.S. No. 60 U.S. No. max. max. max. Water Permittivity D 4491 0.5 sec' min. 0.4 sec' min. 0.3 sec' min. Table 3: Geotextile for separation or soil stabilization. ASTM Geotextile Property Requirements' Geotextile Test Separation Soil Stabilization Property Method Woven Nonwoven Woven Nonwoven AOS D 4751 U.S. No. 30 max. U.S. No. 40 max. Water D 4491 0.02 sec' min. 0.10 sec min. 43 Permittivit Grab Tensile Strength, 315 lb in machine D 4632 250 lb min. 160 lb min. 200 lb min. and x- min. machine direction Grab Failure Strain, in machine D 4632 < 50% >_50% < 50% >_50% and x- machine direction • Seam D 46323 220 lb min. 140 lb min. 270 lb 180 lb min. Breaking min. Strength Puncture 620 lb Resistance D 6241 495 lb min. 310 lb min. 620 430 lb min. min. Tear Strength, in machine 112 lb and D 4533 80 lb min. 50 lb min. 79 lb min. min. • x- machine direction Ultraviolet (UV) D 4355 50% strength retained min., Radiation after 500 hours in xenon arc device Stability Table 4: Geotextile for permanent erosion control and ditch lining. Geotextile Property Requirements' ASTM Permanent Erosion Control Ditch Lining Geotextile Test Moderate High Property Method2 Survivability Survivability Non- Non- Non - Woven woven Woven woven Woven woven AOS D 4751 See Table 5 See Table 5 U.S. No. 30 max. Water D 4491 See Table 5 See Table 5 0.02 sec"' min. Permittivity Grab Tensile Strength, 250 lb 160 lb 315 lb 200 lb 250 lb 160 lb in machine D 4632 and min. min. min. min. min. min. x- machine direction 44 Grab Failure Strain, - _ in machine D 4632 15% . 50% 15% ?50% < 50% .50% and 50% 50% x- machine direction Seam 3 220 lb 140 lb 270 lb 180 lb 220 lb 140 lb Breaking D 4632 Strength min. min. min. min. min. min. Puncture D 6241 495 lb 310 lb 620 lb 430 lb 495 lb 310 lb Resistance min. min. min. min. min. min. Tear Strength, in machine 80 lb 50 lb 112 lb 79 lb 80 lb 50 lb and D 4533 min. min. min. min. min. min. x- machine direction Ultraviolet D 4355 (UV) 70% strength retained min., after 500 hours in xenon Radiation arc device Stability Table 5: Filtration properties for geotextile for permanent erosion control. Geotextile Tests Geotextile Property Requirements' Property Method Class A Class B Class C AOS D 4751 U.S. No. 40 max. U.S. No. 60 max. U.S. No. 70 max. Water D 4491 0.7 se' min. 0.4 sec min. 0.2 sec' mi c n. Permittivity Table 6: Geotextile for temporary silt fence. ASTM Geotextile Property Requirements' Geotextile Property Test Unsupported Supported Between Posts with Wire or Method Between Posts Polymeric Mesh U.S. No. 30 max. for slit wovens, U.S. No. 50 AOS D 4751 for all other geotextile types, U.S. No. 100 min. Water Permittivity D 4491 0.02 sec' min. Grab Tensile 180 lb min. in Strength, machine direction, in machine and D 4632 100 lb min. 100 lb min. • x- machine direction in x- machine direction Grab Failure Strain, 30% max. at 180 lb in machine and D 4632 or more x- machine direction Ultraviolet (UV) D 4355 70% strength retained min., Radiation Stability after 500 hours in xenon arc device 45 9- 33.2(2) Geosynthetic Properties For Retaining Walls and Reinforced Slopes Table 7: Minimum properties required for geotextile reinforcement used in geosynthetic reinforced slopes and retaining walls. ASTM Geotextile Property Requirements' Geotextile Property Test Method2 Woven Nonwoven AOS D 4751 U.S. No. 20 max. Water Permittivity D 4491 0.02 sec min. Grab Tensile Strength, in machine and D 4632 200 lb min. 120 lb min. x- machine direction Grab Failure Strain, in machine and D 4632 < 50% >50% x-machine direction • Seam Breaking D 4632 160 lb min. 100 lb min. Strength Puncture Resistance D 6241 370 lb min. 220 lb min. Tear Strength, in machine and D 4533 63 lb min. 50 lb min. x- machine direction 70% (for polypropylene and polyethylene) Ultraviolet (UV) and D 4355 o Radiation Stability 50% (for polyester) Strength Retained min., • after 500 hours in a xenon arc device 9- 33.2(3) Prefabricated Drainage Mat Prefabricated drainage mat shall have a single or double dimpled polymeric core with a geotextile attached and shall meet the following requirements: Table 8: Minimum properties required for prefabricated drainage mats. ASTM Geotextile Property Test Geotextile Property Requirements' Method AOS D 4751 U.S. No. 60 max. Water Permittivity D 4491 0.4 sec "' min. Grab Tensile Strength, in machine and D 4632 Nonwoven — 100 lb min. x- machine direction Width D 5199 12 In. min. Thickness 0.4 In. min. Compressive Strength at Yield D 1621 100 psi min. in Plan Flow Rate Gradient = 0.1, Pressure = 5.5 psi D 4716 5.0 gal. /min. /ft. Gradient = 1.0, Pressure = 14.5 psi 15.0 gal /min. /ft. 46 'All geotextile properties in Tables 1 through 8 are minimum average roll values (i.e., the test results for any sampled roll in a lot shall meet or exceed the values shown in the table). 2 The test procedures used are essentially in conformance with the most recently approved ASTM geotextile test procedures, except for geotextile sampling and specimen conditioning, which are in accordance with WSDOT Test Methods T 914, Practice for Sampling of Geotextiles for Testing, and T 915, Practice for Conditioning of Geotextiles for Testing, respectively. Copies of these test methods are available at the State Materials Laboratory P.O. Box 47365, Olympia, WA 98504 -7365. 3 With seam located in the center of 8 -inch long specimen oriented parallel to grip faces. 4 Applies only to seams perpendicular to the wall face. 9 - 33.3 Aggregate Cushion of Permanent Erosion Control Geotextile Aggregate cushion for permanent erosion control geotextile, Class A shall meet the requirements of Section 9- 03.9(2). Aggregate cushion for permanent erosion control geotextile, Class B or C shall meet the requirements of Section 9- 03.9(3) and 9- 03.9(2). 9 -33.4 Geosynthetic Material Approval and Acceptance 9- 33.4(1) Geosynthetic Material Approval If the geosynthetic source material has not been previously evaluated, or is not listed in the current WSDOT Qualified Products List (QPL), a sample of each proposed geosynthetic shall be submitted to the State Materials Laboratory in Tumwater for evaluation. Geosynthetic material approval will be based on conformance to the applicable properties from the Tables in Section 9 -33.2 or in the Standard Plans or Special Provisions. After the sample and required information for each geosynthetic type have arrived at the State Materials Laboratory in Tumwater, a maximum of 14 calendar days will be required for this testing. Source approval shall not be the basis of acceptance of specific lots of material delivered to the Contractor unless the roll numbers of the lot sampled can be clearly identified as the rolls tested and approved in the geosynthetic approval process. For geogrid and geotextile products proposed for use in permanent geosynthetic retaining walls or reinforced slopes that are not listed in the current QPL, the Contractor shall submit test information and the calculations used in the determination of T performed in accordance with WSDOT Standard Practice T 925, Standard Practice for Determination of Long -Term Strength for Geosynthetic Reinforcement, to the State Materials Laboratory in Tumwater for evaluation. The Contracting Agency will require up to 30 calendar days after receipt of the information to complete the evaluation. The Contractor shall submit to the Engineer the following information regarding each geosynthetic material proposed for use: Manufacturer's name and current address, Full product name, 47 Geosynthetic structure, including fiber /yarn type, Geosynthetic polymer type(s) (for temporary and permanent geosynthetic retaining walls), Proposed geosynthetic use(s), and Certified test results for minimum average roll values. 9- 33.4(2) Vacant 9- 33.4(3) Acceptance Samples When the quantities of geosynthetic materials proposed for use in the following geosynthetic applications are greater than the following amounts, acceptance shall be by satisfactory test report: Application Geosynthetic Quantity Underground Drainage 600 sq. yd. Temporary or Permanent Geosynthetic All quantities Retaining Walls The samples for acceptance testing shall include the information about each geosynthetic roll to be used as stated in 9- 33.4(4). Samples will be randomly taken by the Engineer at the job site to confirm that the geosynthetic meets the property values specified. Approval will be based on testing of samples from each lot. A "lot" shall be defined for the purposes of this specification as all geosynthetic rolls within the consignment (i.e., all rolls sent the project site) that were produced by the same manufacturer during a continuous period of production at the same manufacturing plant and have the same product name. After the samples have arrived at the State Materials Laboratory in Tumwater, a maximum of 14 calendar days will be required for this testing. If the results of the testing show that a geosynthetic lot, as defined, does not meet the properties required for the specified use as indicated in Tables 1 through 8 in Section 9 -33.2, and additional tables as specified in the Special Provisions, the roll or rolls which were sampled will be rejected. Geogrids and geotextiles for temporary geosynthetic retaining walls shall meet the requirements of Table 7, and Table 10 in the Special Provisions. Geogrids and geotextiles for permanent geosynthetic retaining wall shall meet the requirements of Table 7, and Table 9 in the Special Provisions, and both geotextile and geogrid acceptance testing shall meet the required ultimate tensile strength Tult as provided in the current QPL for the selected product(s). If the selected product(s) are not listed in the current QPL, the result of the testing for Tult shall be greater than or equal to Tult as determined from the product data submitted and approved by the State Materials Laboratory during source material approval. Two additional rolls for each roll tested which failed from the lot previously tested will then be selected at random by the Engineer for sampling and retesting. If the retesting shows that any of the additional rolls tested do not meet the required properties, the entire lot will be rejected. If the test results from all the rolls retested meet the required properties, the entire lot minus the roll(s) that failed will be accepted. All geosynthetic that has defects, 48 deterioration, or damage, as determined by the Engineer, will also be rejected. All rejected geosynthetic shall be replaced at no additional expense to the Contracting Agency. 9- 33.4(4) Acceptance by Certificate of Compliance When the quantities of geosynthetic proposed for use in each geosynthetic application are less than or equal to the following amounts, acceptance shall be by Manufacturer's Certificate of Compliance: Application Geosynthetic Quantity Underground Drainage 600 sq. yards sq. yd. Soil Stabilization and Separation All quantities Permanent Erosion Control All quantities Temporary Silt Fence All quantities Prefabricated Drainage Mat All quantities The Manufacturer's Certificate of Compliance shall include the following information about each geosynthetic roll to be used: Manufacturer's name and current address, Full product name, Geosynthetic structure, including fiber /yarn type, Geosynthetic Polymer type (for all temporary and permanent geosynthetic retaining walls only), Geosynthetic roll number(s), Geosynthetic lot number(s), Proposed geosynthetic use(s), and Certified test results. 9- 33.4(5) Approval of Seams If the geotextile seams are to be sewn in the field, the Contractor shall provide a section of sewn seam that can be sampled by the Engineer before the geotextile is installed. The seam sewn for sampling shall be sewn using the same equipment and procedures as will be used to sew the production seams. If production seams will be sewn in both the machine and cross - machine directions, the Contractor must provide sewn seams for sampling which are oriented in both the machine and cross - machine directions. The seams sewn for sampling must be at least 2 yards in length in each geotextile direction. If the seams are sewn in the factory, the Engineer will obtain samples of the factory seam at random from any of the rolls to be used. The seam assembly description shall be submitted by the Contractor to the Engineer and will be included with the seam sample obtained for testing. This description shall include the seam type, stitch type, sewing thread type(s), and stitch density. 49 SECTION 9 -35, TEMPORARY TRAFFIC CONTROL MATERIALS April 3, 2006 9 -35.2 Construction Signs The first paragraph is supplemented with the following: Post mounted Class A construction signs shall conform to the requirements of this section and additionally shall conform to the requirements stated in section 9 -28. The second paragraph is revised to read: Aluminum sheeting shall be used to fabricate all construction signs. The signs shall have a minimum thickness of 0.080- inches and a maximum thickness of 0.125 - inches. The first sentence in the fourth paragraph is revised to read: The use of plywood, composite, fiberglass reinforced plastic, new fabric rollup of p.yw.... .. .., fiberglass �� v� v �. F'� � ti., � i 4r iau� w rollup iu sighs, and any other previously approved sign materials except aluminum is prohibited. Any sign which otherwise meets the requirements of this section and was purchased prior to July 1, 2004, may be utilized until December 31, 2007. If a fabric sign is used, it shall have been fabricated with Type Vi reflective sheeting. • 50 CONTRACT PROVISIONS General Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2006 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision ( * * * * * *) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill -in ". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill -in ". Project Specific Special Provisions normally appear only in the contract for which they were developed. • 51 DIVISION 'I GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This contract provides for the improvement of * ** Nob Hill Blvd. from 74 Ave. to 80 Ave., by reconstructing and widening the roadway, installing curb, gutter and sidewalk, illumination, drainage * ** and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1 -01.3 Definitions (May 25, 2006 APWA GSP) This This Section is s with the following: VVVLI VII is supplemented 111V1ILVV YYILII the IVIIV YY IIIy. All references in the Standard Specifications to the terms "State ", "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary ", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for "Contract ". Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. 52 Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Physical Completion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder (October 1, 2005 APWA GSP) Bidders shall be qualified by experience, financing, equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. 1 -02.2 Plans and Specifications (October 1, 2005 APWA GSP) Delete this section and replace it with the following: 53 Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17 ") $$ 10 $$ Furnished automatically and Contract Provisions upon award. Large plans (e.g., 22" x $$ N/A $$ Furnished only upon 34 ") and Contract request. Provisions Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1 -02.4 Examination of Plans, Specifications and Site of Work 1- 02.4(1) General This section is supplemented with the following: A pre -bid conference will be held in the Yakima City Hall CED Conference room, second floor, 129 N. 2nd Street, Yakima, WA at the time and date stated in the "Invitation to Bid." The conference will include project discussion, DBE Contractor participation, and the Affirmative Action Plan. 1 -02.5 Proposal Forms (October 1, 2005 APWA GSP) Delete this section and replace it with the following: At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. • 54 Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. 1 -02.6 Preparation of Proposal (January 23, 2006 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit price must equal or exceed the minimum amount stated. 1 -02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 55 1 -02.9 Delivery of Proposal (October 1, 2005 APWA GSP) Revise the first paragraph to read: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. (* * * * *) • Public Opening Of Proposal Section 1 -02.12 is supplemented with the following: &#QLG V/ %/F utility oIUJ Sealed bids are to be received at the following locations prior to the time specified: 1. At the City Clerk's Office. City of Yakima, 129 N. Second Street, Yakima, WA 98901 until 2:00 P.M of the bid opening date. The bid opening date for this project is August 29, 2006. Bids received will be publicly opened and read after 2 :00 P.M. on this date. 1 -02.13 Irregular Proposals (October 1, 2005 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1 -02.6; h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1 -02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 56 1 -02.14 Disqualification of Bidders (October 1, 2005 APWA GSP) Revise this section to read: A bidder may be deemed not responsible and the proposal rejected if: 1. More than one proposal is submitted for the same project from a bidder under the same or different names; 2. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; 3. The bidder, in the opinion of the Contractinq Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; 4. An unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as fudged from the standpoint of conduct of the work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; 5. There is uncompleted work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the work bid upon; 6. The bidder failed to settle bills for labor or materials on past or current contracts; 7. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; 8. The bidder is unable, financially or otherwise, to perform the work; 9. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27); 10. There are any other reasons deemed proper by the Contracting Agency. 1 -02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 57 AWARD AND EXECUTION OF CONTRACT 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and /or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1 -03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within $$ Fourteen (14) $$ calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of $$ Six (6) $$ additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: 58 The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency- furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice - president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice - president). SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, including APWA General Special Provisions, if they are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT /APWA Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT /APWA Standard Plans for Road, Bridge, and Municipal Construction. 1 -04.11 Final Cleanup This section is supplemented with the following: 59 The Contractor shall do partial cleanup when he determines it is necessary or when, in the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is completed. CONTROL OF WORK Conformity With And Deviations From Plans And Stakes Section 1 -05.4 is supplemented with the following: ( * * * * *) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for t atti ng , ma an d resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. 60 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) 61 Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot -check the Contractor's surveying. These spot - checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform ind checks from different second .. control t that the + independent IIVV checks from different secondary Vo1161 VI to ensure the pail llrJ staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for with the The Contracting to with � le work. I Ile s.un�lac,�ing Agency will require up �o seven calendar days from the date the data is received. Contract work to be performed using contractor - provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan H -14. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment No additional payment will be made for Contractor Surveying — Roadway. Payment will be incidental to other birl items in th con (*****) Licensed Surveyors The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO monuments or property corner monuments, conduct boundary surveys to determine Contracting Agency right -of -way locations, and obtain, review and analyze deeds and records as necessary to determine these boundaries. The Contracting Agency will provide "rights of entry" as needed by the Contractor to perform the work. The Contractor shall brush out or clear and stake or mark the right -of -way lines as designated by the Engineer. When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all existing base maps, existing 62 horizontal and vertical control, and other material available with Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also provide maps, plan sheets, and /or aerial photographs clearly identifying the limits of the areas to be surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in the Record of Survey and other points designated in the Contract documents. Existing right of way documentation, existing base maps, existing horizontal and vertical control descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by prospective bidders at the office of the Project Engineer. The Contractor shall perform all of the necessary calculations for the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. Payment No additional payment will be made for Licensed Surveyors. Payment will be incidental to other bid items in the contract. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of 63 work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion The Contractor's a h list the of work that �.Uiiivic�iUn Vale. The 1iU11LrQl.LOrJ request j17a11 list she specific items 0� worK trial remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work 64 incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1 -05.13 Superintendents, Labor and Equipment of Contractor (May 25, 2006 APWA GSP) Revise the seventh paragraph to read: 65 Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1 -02.1, it will take these performance reports into account. Add the following new section: 1 -05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the w ork, unless the contract includes power and water as a pay item. Add the following new section: 1 -05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. CONTROL OF MATERIAL 1 -06.2 Acceptance of Materials 1- 06.2(1) Samples and Tests for Acceptance This section is supplemented with the following: The Contractor shall be responsible for scheduling and paying for all material testing required for this project. All testing services shall be performed by an independent, certified testing firm and /or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with specifications. In each case, the Engineer may require additional tests be performed at the Contractor's expense, if test results do not meet the required densities and results. Moisture density curves for each type of material encountered and copies of all test results shall be submitted to the Engineer as construction progresses for Trench Backfilling, Embankment Compaction, Subgrade Preparation, and Ballast and Crushed Surfacing. The sampling frequency is as follows: Trench Backfilling Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench 66 and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7- 08.3(3) or 7- 10.3(11) as applicable to the pipeline being constructed. At a minimum, compaction within the roadway area shall be to at least 95% of maximum density as determined by ASTM D 1557 (Modified Proctor). Embankment Construction Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of roadway embankment. Roadway embankment compaction shall be as specified in Section 2- 03.3(14). Subgrade Preparation Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. Subgrade compaction shall be as specified in Section 2- 06.3(2). Ballast and Crushed Surfacing Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Compaction of ballast and crushed surfacing shall be as specified in Section 4- 04.3(5). Asphalt Concrete Pavement Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Engineer as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of asphalt concrete pavement. Compaction of asphalt concrete pavement shall be as specified in Section 5- 04.3(10) B of these Special Provisions. 67 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 - 07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the 'Washington industrial Safety and Health Act of Of OSHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working • hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1 -07.2 State Sales Tax Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (October 1, 2005 APWA GSP) 1- 07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2(1) through 1- 07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(3) describes this exception. 68 The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(2) State Sales Tax — Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1- 07.2(3) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1- 07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 69 Environmental Regulations 1- 07.5(1) General This section is supplemented with the following: The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the federal, state and local pollution control regulations. 1- 07.5(4) Air Quality This section is supplemented with the following: The local air pollution authority is the Yakima Regional Clean Air Authority, (509) L7A .1.1.411 J /4 Permits And Licenses Section 1 -07.6 is supplemented with the following: ( m ) No hydraulic permits are required for this project unless the Contractor's operations • use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. The Contractor shall have or obtain a valid Cit o f Yakima Business License for the duration of this project. Contractor's Responsibility for Work (August 6, 2001) Repair of Damage Section 1- 07.13(4) is revised to read: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. (February 5, 2001) Utilities And Similar Facilities Section 1 -07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. 70 The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Qwest 8 W 2nd Ave, Room 304 Yakima, Washington 98902 509 - 575 -7183 Charter Cable 1005 N 16th Avenue Yakima, Washington 98902 509 - 575 -1697 City of Yakima Water Division 2301 Fruitvale Blvd. Yakima, Washington 98902 509 - 575 -6154 City of Yakima Wastewater Division 2220 E. Viola, Yakima, Washington 98901 509 - 575 -6077 Cascade Natural Gas Corporation 401 N 1st Street, Yakima, Washington 98901 509 -457 -5905 Pacific Power PO Box 1729 Yakima, Washington 98907 509 - 575 -3146 Nob Hill Water 6111 Tieton Dr. Yakima, Washington 98908 509 - 966 -0272 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council -Area 5, telephone number 1- 800 -553 -4344, at least 72 hours prior to start of excavation so that underground utilities may be marked. It shall be the contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and assess their impacts on his construction activities. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with plans and schedules of the installations on new, relocated, or adjusted utilities. Both public and private utility organizations may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Public Liability and Property Damage Insurance ( * * * ** APWA GSP) 1- 07.18(1) General Requirements The Contractor shall obtain and keep in force during the term of the contract and until 30 days after the physical completion date, unless otherwise indicated below, the following insurance with insurance companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. The insurance provided must be with an insurance company with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve the security of the insurance provided, the company, terms and coverage, and the Certificate of Insurance. If any policy is written on a claims made form, the retroactive date shall be prior to or coincident with the effective date of this contract. The policy shall state that 71 coverage is claims made, and state the retroactive date. Claims made form coverage shall be maintained by the Contractor for a minimum of three years following the expiration or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ( "tail ") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. The policies of insurance shall contain a "cross liability" endorsement substantially as follows: The inclusion of more than one insured under this policy shall not affect the rights of any insured as respects any claim, suit, or judgment made or brought by or for any other insured or by or for any employee of any other insured. This policy shall protect each insured in the same manner as though a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amo or amo for w hich the company would ...i .. v .. .✓v ve_e.e the amount lS Ssl amounts for which SsS! 1.l 1.'",r L-'SlllPpaSPy would have been liable had only one insured been named. The policies of insurance for general, automobile, and pollution policies shall be specifically endorsed to name the Contracting Agency and its officers, elected officials, employees, agents and volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s). In addition, Contractor's insurance shall be primary as respects the Contracting Agency, and any other insurance maintained by the Contracting Agency shall be excess and not contributing insurance with the Contractor's insurance. The Contracting Agency shall be given at least 45 days prior written notice of any cancellation, reduction in coverage, or other material change in any insurance policy. Insurance shall provide coverage to the Contractor, all subcontractors, and the Contracting Agency. The coverage shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. Contractor hereby assumes all risk of damage to its property, or injury to its officers, directors, agents, contractors, or invitees, in or about the Property from any cause, and hereby waives all claims against the Contracting Agency. The Contractor further waives, with respect to the Contracting Agency only, its immunity under RCW Title 51, Industrial Insurance. The Contractor shall forward to the Contracting Agency the original policy, or endorsement obtained, to a Contractor's policy currently in force. Including specifically, the additional insured endorsement as requested in the Evidence of Insurance Section. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the Contracting Agency may, 72 after giving five working days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance shall be incidental to and included in the unit contract prices of the contract and no additional payment will be made. 1- 07.18(2) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1. A policy of Commercial General Liability Insurance, written on an insurance industry standard occurrence form: (CG 00 01) or equivalent, including all the usual coverage known as: Per project aggregate endorsement (CG2503) Premises /Operations Liability Products /Completed Operations — for a period of one year following final acceptance of the work. Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap or Employers Contingent Liability Explosion, Collapse, or Underground (XCU), (as applicable)* Liquor Liability /Host Liquor Liability (as applicable)* Fire Damage Legal Blasting (as applicable)* * These coverage are only required when the Contractor's work under this agreement includes exposures to which these specified coverage respond. If the contract requires working over water, the following additional coverages are required, if so stated in the Contract Provisions: a. Watercraft, owned and non -owned b. U.S. Harborworkers' /Longshoremen and Jones Act If any structures are involved in the contract, the Contractor shall provide property insurance under an "All Risk Builder's Risk" form in an amount equal to the value of the structure. The structure shall have All Risk Builders Risk Insurance inclusive of earthquake and flood subject to customary industry deductibles. Other additional coverages that may be required will be listed in the Contract Provisions. Such policy(ies) must provide the following minimum limits: Bodily Injury and Property Damage 73 $1,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury $1,000,000 Each Occurrence $ 50,000 Fire Damage Stop Gap Employers Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 2. Commercial Automobile Liability: as specified by Insurance Services Office, form number CA 0001, Symbol 1 (any auto), with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" as defined in exclusion 11 of the commercial auto policy are to be transported. Such policy(ies) must provide the following minimum limit: Bodily Injury and Property Damage $1,000,000 combined single limit 3. Excess or Umbrella Liability • $1 millionper occurrence and aggregate 4. A Pollution Liability policy, required if so stated in the Contract Provisions, providing coverage for claims involving remediation, disposal, or other handling of pollutants arising out of: (1) Contractor's operations related to this project; (2) transportation of hazardous materials to or from any site related to this project, including, but not limited to, the project site and any other site, including those owned by the Contractor or for which the Contractor is responsible; and (3) remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos. Such Pollution Liability policy shall provide the following minimum coverage for Bodily Injury and Property Damage: $1,000,000 per occurrence 5. Professional Liability: Required if design services are a part of the work, to cover damages resulting from professional errors and omissions. Such policy must provide the following minimum coverage: $1,000,000 per claim and annual aggregate. 6. A policy of Worker's Compensation, as required by the Industrial Insurance Laws of the State of Washington. As respects Workers' Compensation insurance in th state of Washington , Contr shall secure its liability for industrial injury to its employees in accordance with the provisions of RCW Title 51. If Contractor is qualified as a self- insurer in accordance with RCW 51.14, Contractor shall so certify by letter signed by a corporate officer indicating that it is a qualified self insured, and setting forth the limits of any policy of excess insurance covering its employees. 1- 07.18(3) Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate evidence of insurance as stated above for each subcontractor. All • 74 coverage for subcontractors shall be subject to all the requirements stated herein and applicable to their profession. 1- 07.18(4) Evidence of Insurance When the Contractor delivers the executed contract for the work to the Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. The certificate must conform to the following requirements: 1. An ACORD certificate Form 25 -S, showing the insuring company, policy effective dates, limits of liability and the Schedule of Forms and Endorsements. 2. A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional Insured(s), and stating that coverage is primary and noncontributory, showing the policy number, and signed by an authorized representative of the insurance company on Form CG2010 (ISO) or equivalent. 3. The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the Contracting Agency: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company." 4. The City of Yakima, its agents, employees, and elected or appointed officials shall be named as additional insureds for S. 6f`' Street & Nob Hill Blvd. Intersection Improvements on ACORD certificate of Insurance and any endorsements attached. 1- 07.18(5) Self- Insurance Should Contractor be self- insured for any liability coverage, a letter from the Corporate Risk Manager, or appropriate Finance Officer, is acceptable — stipulating if actuarially funded and fund limits; plus any excess declaration pages to meet the contract requirements. Further, this letter shall advise how Contractor would protect and defend the Contracting Agency as an Additional Insured in their Self- Insured layer, and include claims - handling directions in the event of a claim. 1 -07.23 Public Convenience and Safety 1- 07.23(1) Construction Under Traffic (October 1, 2005 APWA GSP) Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 75 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Co Agency will b re for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the ' Contractors operations. Contractor 'c v ca::v::... Supplement this section with the following: (April 5, 2004) The construction safety zone will be determined as follows: When the posted speed is 35 MPH or under, the safety zone will be 10 feet from the outside edge of traveled way or 2 feet beyond the outside edge of the sidewalk. When the posted speed is from 40 to 55 MPH the safety zone will be 15 feet from the outside edge of traveled way. When the posted speed is 60 MPH or over the safety zone will be 30 feet from the outside edge of traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 76 1- 07.23(2) Construction and Maintenance of Detours (October 1, 2005 APWA GSP) Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two -way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or • 77 not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. Add the following section: 1 -07.28 Work Adjacent to Schools (NEW SECTION) The contractor is to be aware that the work zone is adjacent to Wide Hollow Elementary School. The school grounds are fenced, but the contractor shall maintain the fencing in place or provide temporary fencing to protect the students from the work area while performing work adjacent to the school grounds. The contractor is also to be aware that a school crossing is within the project area and the contractor shall maintain extra caution before and after school when children their way . o and from school whether they are �i iiiui ci i are on a iCi� v�iay w and I I VI I I Jl.l IUUI WI ICII ler or not they cl� e in a marked cross walk. The school will be notified of the contractors weekly work schedule. The owner will coordinate this communication. Any costs associated with this safety item will be paid for under the "Project Temporary Traffic Control" bid item. 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1- 08.0(1) Preconstruction Conference (May 25, 2006 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 78 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction meeting the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1 -08.1 Subcontracting (October 1, 2005 APWA GSP) Revise the seventh paragraph to read: On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the contract. This certification shall be submitted to the Engineer, on the form provided by the Engineer 20 calendar days after physical completion of the contract. This section is supplemented with the following: The Contractor shall use the Subcontractors List and Subcontractor Certification Form included within these contract documents to comply with the specifications of this section. 1 -08.3 Progress Schedule The first and second paragraphs of Section 1 -08.3 are replaced with the following: The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The schedule shall conform to the working modification by the Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order, which substantially affects the scheduling. Copies (2 prints or 1 reproducible of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. This section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the Construction Engineer before 9:00 a.m. on the Friday prior to the week indicated on the schedule. 79 If the Contractor proceeds with work not indicated on this weekly activity schedule, or in a sequence differing form the which he has shown on this schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. Prosecution Of Work Revise this section to read: 1 -08.4 Notice to Proceed and Prosecution of the 'Work (October 1, 2005 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting_ Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. Time For Completion (March 13, 1995) Section 1 -08.5 is supplemented with the following: This project shall be physically completed within * ** 50 * ** working days. (October 1, 2005 APWA GSP) Revise the fourth and fifth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. The Contract Provisions may specify another starting date for contract time, in which case, time will begin on the starting date specified. Each working day shall be charged to the contract as it occurs, beginning on the day after the Notice to Proceed Date, unless otherwise provided in the Contract Provisions, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked 80 would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1 -07.24 1 -08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1 -07.23 or the Special Provisions). This may include a temporary road or detour. 1 -08.10 Termination of Contract 1- 08.10(1) Termination for Default Revise the last sentence of the fifth paragraph of Section 1- 08.10(1) as follows: Replace "State of Washington, Department of Transportation" with "Contracting Agency." 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account (October 1, 2005 APWA GSP) Supplement this Section with the following: Owner has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such 81 dollar amounts are to become a part of Contractor's total bid. However, Owner does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.9 Payments (October 1, 2005 APWA GSP) Delete the third paragraph and replace it with the following: Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruetion meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid Forms amount for each Lump Sum Item, or per the schedule of values for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work performed by a subcontractor are subject to the provisions of RCW 39.04.250. 1- 09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read: 82 The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.1(2) Description (May 25, 2006 APWA GSP) Revise the third paragraph to read: The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Traffic Control Management General (August 2, 2004) Section 1- 10.2(1) is supplemented with the following: The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297 -3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1- 800 - 521 -0778 or (206) 382 -4090 Measurement (August 2, 2004) Section 1- 10.4(3) is supplemented with the following: The bid proposal contains the item "Project Temporary Traffic Control," lump sum and the additional temporary traffic control items listed below. The provisions of Section 1- 10.4(1), Section 1- 10.4(3), and Section 1- 10.5(3) shall apply. * *' "Traffic Control Supervisor", lump sum "Construction Signs Class A ", per square foot. * ** 83 1- 10.5(1) Lump Sum Bid for Project (No Unit Items) (January 23, 2006 APWA GSP) Revise the pay item name to read: "Project Temporary Traffic Control, min. Bid $50,000, lump sum. DIVISION 2 EARTHWORK CLEARING, GRUBBING, AND ROADSIDE CLEANUP Description Section 2 -01.1 is supplemented with the following: • (March 13, 1995) Clearing and grubbing on this project shall be performed within the following limits: From Station 1+1n to Station 2n +Rn, between the edge o f the existing pavement and right of way. 2 -01.2 Disposal of Useable Material and Debris Revise the third paragraph as follows: Change the word "three" to "two." 2- 01.2(1) Disposal Method No. 1 — Open Burning This section is deleted. ROADWAY EXCAVATION AND EMBANKMENT Construction Requirements Embankment Construction (March 13, 1995) Compacting Earth Embankments Section 2- 03.3(14)C is supplemented with the following: All embankments, except waste embankments, shall be compacted using Method A. Measurement Section 2 -03.4 is supplemented with the following: (March 13, 1995) Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract. • 84 If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross - section notes will be available for the bidder's inspection, before the opening of bids, at the Project Engineer's office and at the Region office. Upon award of the contract, copies of the original ground cross - sections will be furnished to the successful bidder on request to the Project Engineer. 2 -07 WATERING 2 -07.3 Construction Requirements Supplement this section with the following: The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant us. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 85 2 -07.4 Measurement This section is revised to read: Water will be measured with the metered hydrant connection. 2 -07.5 Payment This section is revised to read as follows: Water will be furnished by the water utility without charge, but the Contractor shall convey the water from the nearest convenient hydrant or other source at his expense. 2 V� Cs 1 II JILL I I'VIII 2 -09.4 Measurement The second paragraph, Horizontal Limits, is revised to read: The horizontal limits shall be as detailed in the Plans. The second sentence of the paragraph titled, Shoring or Extra Excavation, is revised to read: Shoring or Extra Excavation Class B will be measured by the linear foot, 2 -09.5 Payment Revise the item: "Shoring or Extra Excavation Class B ", per square foot To read: "Shoring or Extra Excavation Class B ", per linear foot. Revise the two paragraphs immediately following the above item as follows: Replace "per square foot ", wherever it appears, with "per linear foot ". 86 DIVISION 4 BASES ASPHALT TREATED BASE 4 -06.2 Materials Section 4 -06.2 is supplemented with the following: (October 25, 1999) The grade of paving asphalt used in asphalt treated base shall be PG * ** 64 -28 * ** unless otherwise ordered by the Engineer. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT 5 -04.3 Construction Requirements 5- 04.3(7)A Mix Design (May 25, 2006 APWA GSP) Section is deleted and replaced with: ( * * * * *) 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350 -042 demonstrating the design meets the requirements of Sections 9- 03.8(2) and 9- 03.8(6). Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti -strip requirements for the HMA. The mix design will be the initial Job Mix Formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9- 03.8(7). 2. Non Statistical Evaluation. Non statistical acceptance will apply to all HMA not designated as Commercial HMA in the contract documents. Non statistical acceptance testing will be conducted as outlined in 5- 04.3(8)A. 3. Commercial Evaluation. Where Commercial HMA is allowed it can be accepted by a Manufacturer's Certificate of Compliance stating the material meets the requirements in the contract Special Provisions. Where HMA Commercial is used for the traveled way, a minimum of one acceptance test to verify gradation, fracture, sand equivalent, and oil content is required in addition to the Manufacturer's Certificate of Compliance. 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Items 1 & 2 are deleted and replaced with: ( * * * * *) 87 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Sampling of HMA for nonstatistical evaluation will be as discussed in WSDOT Standard Specifications for Road, Bridge, and Municipal Construction, 2006 edition, section 5- 04.3(8)A, sections 3 through 6. Commercial evaluation will be used for Commercial HMA and other classes of HMA as a ll owe d b the contract. Commercial HMA may be used for amounts of HMA less than 2500 tons in any application. Testing beyond that specified in 5- 04.3(7)A, item 3 for Commercial HMA will be at the discretion of the engineer. A._1! _1!._ additive, required, be verified and documented by Anti-strip _ snip addi ive, where ►equi ed, wur be veri ied and documented by he engineer. 2. Aggregates. The acceptance criteria for aggregate properties of sand equivalent, voids in mineral aggregate (VMA), fracture and gradation will be their conformance to the requirements of Section 9- 03.8(2) the Standard Specification, 2006 edition. 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 4, second paragraph is deleted. 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 7 is deleted. 88 5- 04.3(13) Surface Smoothness The last paragraph of this section is supplemented with the following: The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paying operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation. After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures, and new Monument Cases for all monuments as shown on the plans. Utility Castings shall not be adjusted until the pavement is completed, at which time the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The HMA pavement shall be cut and removed to a neat circle, the diameter of which shall equal to the outside diameter o the rim plus two feet. The new rim shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 -1/2" below the finished pavement surface. On the following day, the concrete, the edges of the HMA pavement and the okuter edge of the casting shall be painted with a hot asphalt tack coat. HMA Clall 3/8 inch shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 5- 04.3(17) Paving Under Traffic Revise the last paragraph as follows: Change the phrase "except the cost of temporary pavement markings." to "including the cost of temporary pavement markings," 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with: ( * * * * *) Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1 -06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1 W, 1 ", 3 /4 ", %2 ", 3/8" and No. 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture Items 1 -3 are deleted and replaced with: 89 A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fail outside the commercial acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5- 04.5(1)B Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: ( * * * * *) The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 90 DIVISION 7 DRAINAGE STRUCTURES, STORMSEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS STORM SEWERS Description Section 7 -04.1 is supplemented with the following: This work includes purchasing and installing a stormwater treatment filtration system. Material Section 7 -04.2 is supplemented with the following: The stormwater treatment filtration system to be used on this project shall be one of the following: "Stormwater Management 8' x 16' Precast StormFilter", manufactured by CONTECH Stormwater Solutions Inc, 12021 -B NE Airport Way, Portland, OR 97220. Their phone number is 1- 800 - 548 -4667. "CDS 816 Vault Media Filtration System ", manufactured by CDS Technologies, Inc., 755 N.E. Columbia Blvd., Portland, OR 97211. Their phone number is (503) 240 -3529 .ni 8505 Only Corrugated Polyethylene Storm Sewer Pipe shall be used on this project. Construction Section 7 -04.3 is supplemented with the following: The stormwater treatment filtration system shall be installed per the manufacture's specification. Twenty -six cartr' s will be required. The type of filtration media w ill not be accepted until approved by the City Engineer. — ��— Measurement Section 7 -04.4 is supplemented with the following: Stormwater Treatment Filtration System, will be measured per each, for each unit installed. Payment Section 7 -05.5 is supplemented with the following: "Stormwater Treatment Filtration System ", per each. The unit contract per each for "Stormwater Treatment Filtration System" shall be full payment for all labor, equipment and material required for the complete installation of the stormwater treatment filtration system according to the manufacture's specifications, including excavation, shoring or extra excavation, gravel backfill, backfilling, connecting the inflow and outflow pipes, and installing the cartridges and media. 91 MANHOLES, INLETS, AND CATCH BASINS Materials Grate Inlets And Drop Inlets Section 9 -05.16 is supplemented with the following: The Contractor shall furnish and install Vaned Grates, as detailed on Standard Plan B -2b, on all grata inlets, Construction Requirements P .3 ..r _ L_r 1 IIC JC UVIIU paragra�.11I VI JCI.LIVII / - VJ.J Ij Jl.lp�.11CIIIei WILII LIIC IVIIVWII . The term drywell shall be synonymous with the term Drainage Retention Basin. The 36 -inch diameter perforated corrugated polyethylene storm sewer pipe (smooth interior wall) used within the drainage retention basin shall conform to Schedule A of the Storm Sewer Pipe Schedule in Section 7 -04.2 of the Standard Specifications. A 12 -inch diameter pipe including a tee section shall be connected to the 72 -inch diameter Type 2 Catch Basin and shall transition to a 36 -inch diameter pipe prior to connecting to the 36 -inch diameter perforated pipe in the drainage retention basin. The gravel backfill for drywells shall meet the requirements of Section 9- 03.12(5). Non- w o ve n geo fabric shall b w r app ed a ro u nd the drainage retention ntion bn .. wrapped around �u a �c ui �� �a c i e�e� nw� i aSiii. Six -mil plastic construction sheeting shall be placed over the top of the entire basin, and the sheeting shall extend and be anchored a minimum of 18 inches beyond the excavation limits of the basin walls. 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade This section is supplemented with the following: Manholes, Catch Basins, Valve Boxes, Monument Cases and other utility castings shall be adjusted as detailed in Section 5- 04.3(13) of these contract Special Provisions 7 -05.4 Measurement Supplement this section with the following: Drainage retention basin w/36 In. diam. pert. pipe will be measured by the linear foot for the length of perforated pipe. 7 -05.5 Payment Add the following pay items: "Drainage Retention Basin w/36 In. Diam. Perf. Pipe ", per linear foot. The unit contract price per linear foot for "Drainage Retention Basin w/36 In. Diam. Perf. Pipe" shall be full pay for all labor, equipment and material required for the complete construction of the retention basin, including the perforated pipe, geotextile fabric, drain rock, plastic construction sheeting, pipe, connections, shoring or extra excavation, and all of the excavation and backfilling required to install the retention basins. This section is supplemented with the following: 92 All costs associated with furnishing and installing manholes and catch basins, including frame and grates and adjusting them to their final grade, as described in Section 5- 04.3(13), shall be included in the unit contract price per each for the item installed. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08.2 Materials Add the following: Crushed Surfacing Top Course (for Trench Backfill) 7- 08.3(3) Backfilling Add the following paragraph to this section: All street crossing trenches, and other areas as designated by the Engineer, shall be backfilled to their full depth with Crushed Surfacing Top Course (for Trench Backfill). 7 -08.3 Measurement The sixth paragraph of this section shall be revised to read: Shoring or extra excavation class B will be measured by the linear foot. Add the following: Crushed Surfacing Top Course (for Trench Backfill) will be measured by the Ton. 7 -08.5 Payment Add the following pay items: "Crushed Surfacing Top Course (for Trench Backfill)", per ton. "Trench Dewatering ", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Trench Dewatering ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. Revise the pay Item: "Shoring or Extra Excavation Class B ", per square foot To read: "Shoring or Extra Excavation Class B ", per linear foot 93 7 -09 WATER MAINS 7 -09.1 Description This section is supplemented with the following: This work shall include adjusting valve boxes to the finished grade of the asphalt concrete pavement or sidewalk. 7 -09.3 Construction Requirements This section is supplemented with the following: Where existing valve boxes are located in the existing or proposed asphalt roadway, they shaii be adjusted as detailed in Section 5- 04.3(13) of these Standard Specifications. Where existing valve boxes are located in the proposed sidewalk, they shall be adjusted to finish grade prior to placing the concrete. 7-09.4 Measurement The following item is added to this section: Adjust valve box will be measured per each, for each valve box adjusted. 7 -09.5 Payment The following item is added to this section: "Adjust Valve Box ", per each. The unit contract price per each for "Adjust Valve Box" shall be full pay for all labor, equipment and material required to adjust the valve box. 7 -17 SANITARY SEWERS 7 -17.2 Materials This section is supplemented with the following: The sanitary sewer pipe installed on this project shall be Solid Wall PVC Sanitary Sewer Pipe conforming to Section 9- 05.12(1). 94 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8 -01.3 Construction Requirements 8- 01.3(1) General Section 8- 01.3(1) is supplemented with the following: (April 3, 2006) Erodible Soil Eastern Washington The eighth paragraph of Section 8- 01.3(1) is revised to read: Erodible soil not being worked whether at final grade or not, shall be covered within the following time period using an approved soil cover practice, unless authorized by the Engineer: July 1 through September 30 30 days October 1 through June 30 15 days 8 -06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8 -06.1 Description Supplement this section with the following: The work shall include the installation of commercial driveway approaches, and adjusting utility castings within the concrete apron of the approaches. 8 -06.3 Construction Requirements Supplement this section with the following: Commercial Driveway approaches. Commercial Driveway Approaches shall be constructed as shown on the City of Yakima Standard Detail for Commercial Approach. The sidewalks and the ramps shown on each side of the approach detailed on the standard detail shall be paid for under Section 8 -14 of the Standard Specifications. 8 -06.4 Measurement Supplement this section with the following: Commercial Driveway Approaches shall be measured per each installed at the locations shown on the plans and in accordance with the standard detail. 8 -06.5 Payment Supplement this section with the following: "Commercial Driveway Approaches ", per each. The unit contract price per each for "Commercial Driveway Approaches" shall be full compensation for all work, equipment, materials and all other items necessary for 95 the complete installation of the approaches where shown on the plans and in accordance with the City of Yakima standard detail. 8 -12 CHAIN LINK FENCE AND WIRE FENCE 8 -12.1 Description This section is supplemented with the following: This work shall consist of removing and resetting existing fences of various materials from their current locations to the new right of way line where detailed in the Plans. 8 -12.3 Construction Requirements This section is supplemented with the following: Any section of the existing fence scheduled to be removed and reset, or any fencing to remain that is damaged due to the Contractor's operations shall be repaired or replaced by the Contractor at no additional cost to the City. 8 -12.4 Measurement This section is supplemented with the following: Measurement of removing and resetting fence will be by the linear foot measured along the line of fencing actually removed and reset. 8 -12.5 Payment Add the following item to this section: "Removing and Resetting Fence ", per linear foot. The unit contract price per linear foot for "Removing and Resetting Fence" shall include removing and resetting gates that are a part of the existing fence. 96 8 -14 CEMENT CONCRETE SIDEWALKS 8 -14.1 Description Supplement this section with the following: This work shall also include furnishing and installing new sign post sockets, at locations shown on the plans or as indicated by the Engineer. 8 -14.2 Materials Add the following: Sign Post Socket VLOC Model #23 -VR1- Concrete For use with 2 -3/8" OD sign posts 8 -14.3 Construction Requirements 8- 14.3(3) Placing and Finishing Concrete. Supplement this section by with the following: All sidewalks not located in driveway approach areas shall be four (4) inches in thickness, unless otherwise noted on the Plans. All sidewalks located in a driveway approach area shall be six (6) inches in thickness. Existing sidewalks at match lines shall be removed to the nearest convenient existing joint or sawcut in a neat vertical, straight transverse line at locations approved by the Engineer. Joint filler material to form a new expansion joint shall be placed as indicated on the Standard Detail for Sidewalk. At all driveway and handicap ramp depressions, the back of the sidewalk grade shall be depressed to maintain a 2 percent transverse grade from back of curb to back of sidewalk, unless otherwise noted on the plans. Signpost Sockets shall be set 1/2 inch above the finished sidewalk so that the erected signs will be plumb when installed. The Contractor shall correct any misaligned sockets at his own expense. 8 -14.4 Measurement Supplement this section with the following: Signpost Sockets will be measured per each in place. • 8 -14.5 Payment Supplement this section with the following: "Cement Conc. Sidewalk In. Thick ", per square yard. The unit contract price per square yard for "Cement Conc. Sidewalk In. Thick" shall be full compensation for furnishing and placing the sidewalk, including furnishing, placing and compacting the crushed surfacing top course as detailed in the Plans. 97 "Signpost Sockets ", per each. The unit contract price per each for "Signpost Sockets" shall be full compensation for furnishing the sockets, and for furnishing all labor, materials and equipment necessary for the installation of the sockets at the locations shown on the plans or as located by the Engineer. 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.2 Materials C. ir,r,lr,rr,r,rs+ +Ines cr+r. +inn ,.s, +h +kn fr,IInts,I.ne.• vu J1JI <1 tc. oS .,I.wI 1 VV11.11 1.11V, 11..01M/111111 l . All conduits below grade on this project shall be: Schedule 40 PVC Underground Conduits (electrical grade - gray color) with pull rope. Additional materials to be installed on this project include, but are not limited to: junction boxes, a pulling vault, light standards, luminaries, cement concrete anchor bases, anchor bolts, conductors, and complete electrical service for a complete installation of the illumination system ready for service. The pull rope shall be 1/8 -inch braided nylon rope, 450 pound breaking strength (si to Kin Cotton Products #5051- 4 -1/8), shall be installed In each conduit run with two (2) feet doubled back at each termination. Wiring for street lighting shall be per NEC code and shall include one #10 ground and two #6 conductors. 8 20.2(1) Equipment List and Drawings Revise Item 1 of the fourth paragraph to read: 1. Light standards with or without pre- approved plans. Delete the last sentence of the section. 8 -20.3 Construction Requirements 8- 20.3(2) Excavating and Backfilling Revise the first paragraph to read: The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes shall be performed in such a manner as to cause the least possible injury to streets, sidewalks, and other improvements. The trenches shall not be excavated wider than necessary for the proper installation of the conduit and pullboxes. Anchor base excavation shall be augered or dug by hand with proper care to avoid damage to other utilities. Excavation shall not be performed until immediately prior to installation of conduit and /or structures. The material from the excavation shall be placed to cause the least interference to vehicular and pedestrian traffic and to surface drainage. 8 20.3(4) Foundations Supplement this section with the following: 98 Anchor bases shall be constructed of Portland Cement Concrete - Class 3000, poured -in -place to the depths and dimensions shown on the Plans and shall be made in one pour. The top four inches of anchor bases shall be formed and finished 24 inches square with 3/4 -inch chamfer edges and the top shall be at finish sidewalk grade or finished curb grade, depending on the location. The top four inches shall be separated from concrete surfaces by means of an expansion joint. Forms for the anchor bases shall be true to line and grade and conduit ends and anchor bolts shall be held in proper position and height by means of a temporary template. 8- 20.3(5) Conduits Revise this section to read: Conduit runs are indicated on the Plans. Conduit bends, if other than factory bends, shall have no less than an 18 -inch radius. Runs terminating in pole bases shall extend five (5) inches above the foundation and shall be sloped toward the hand hole opening. Runs entering junction boxes shall terminate approximately two inches (2 ") above the bottom of the box and within three inches (3 ") of the box wall nearest its entry. Conduit entry into junction boxes shall terminate with a manufactured 90- degree rigid metal elbow to facilitate cable pulling. PVC conduit "push - pennys" or suitable equivalent shall be used on all terminations to keep conduits clean. Trenching across the roadway is allowed. The pull rope shall be 1/8 -inch braided nylon rope, 450 pound breaking strength (similar to King Cotton Products #5051 -4- 1/8), shall be installed in each conduit run with two (2) feet doubled back at each termination. When cable is pulled, this rope shall be re- pulled along with the cable. Elbows may be 45 or 90 degree as needed. The ten feet of rigid conduit is not required. All conduit ends shall be reamed to remove burrs and rough edges. Field cuts shall be square and true so that ends will fit securely in PC couplings. 8- 20.3(6) Junction Boxes Revise the first paragraph to read: The terms "pulibox" and "junction box" are interchangeable. Pullboxes shall be constructed as shown on the Plans and in accordance with the City of Yakima Standard Details. Pullboxes shall not be located in wheelchair ramps or landing areas. The pullboxes shall be installed true to line and grade. The Contractor shall provide a good, firm foundation for the bearing surface edges of the pullboxes. The low voltage cables and wires are separated and run through separate conduits. Do not install asphalt joint filler material between junction boxes and other concrete surfaces 8- 20.3(8) Wiring Supplement this section by with the following: 99 The street lighting conductors for the lights shall each run from the adjacent light or pullbox to the appropriate pullboxes where they branch to the luminaries. Conductor sizes shall be as required or as match existing conductors. A pair of in- line fuses shall be installed in each lighting standard base. The Contractor will be • required to provide all conductors needed for completing the light standard installation. Epoxy splice kits shall not be used. Wire number sleeves and cable tags are not required. Mast arms with four section signal heads are to be wired with 7 conductor cable. 8- 20.3(10) Service Supplement this section as follows: • The source of power to the new service shall e from a 56" x 56" x 48" transformer vault as per the details, to be installed 30 feet northeast of the service to meet PP &L requirements. The transformer vault shall have a locking steel cover type lid NO. 77 -2 -332, '80 style as per the details to meet PP &L requirements. The service shall be a Strut -mount modified type B, single -phase 120v/240v 100 -amp service installed as per the plans and details to meet PP &L requirements. 8- 20.3(13)A Light Standards Supplement this section with the following: Light Standards shall have square base flanges requiring four (4) anchor bolts for connection to the foundation. Anchor bolt nut covers shall be provided on all Light Standards. The Light Standards on this project shall be as shown on the City of Yakima Standard Details. 8- 20.3(13)B Luminaires Supplement this section with the following: Luminaires to be used on this project shall be 200 -Watt, 240 Volt, GE COBRA Head Luminaires. 8 -20.5 Payment Revise this section to read: Payment will be made in accordance with Section 1 -04.1, for the following bid item: "Illumination System ", per lump sum. The lump sum contract price for "Illumination System ", shall be full pay for furnishing all labor, materials, tools, and equipment necessary or incidental to the construction of the complete illumination and electrical system as shown on the Plans and herein specified. This shall include, but not be limited to, excavation, backfilling, concrete foundations, Tight standards, luminaires, electrical service, pullboxes, conduit, wiring, restoring facilities destroyed or damaged during construction, removing or salvaging all existing equipment, and for making all required tests. All additional materials and labor not shown on the Plans or called for herein and which are required to complete the various systems shall be considered as incidental to the construction and shall 100 be included in the lump sum contract price, and no additional compensation shall be allowed. 8 -30 REPAIR OR REPLACEMENT (New Section) 8 -30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. 8 -30.5 Payment Payment will be made for the following bid items: "Repair or Replacement ", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. 101 DIVISION 9 MATERIALS 9 -03 AGGREGATES 9 -03.8 Aggregates for Asphalt Concrete 9- 03.8(7) HMA Tolerances and Adjustments (May 25, 2006 APWA GSP) Item 1 iS deleted and replaced with: ( * * * *) 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5- 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1", W, W, and 3/8" sieves ±6% ±8 U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. The tolerance limits on sieves shall only apply to sieves with control points. 9 -05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9 -05.15 Metal Castings 9- 05.15(1) Manhole Ring and Cover Revise this section to read: All new manhole rings and covers shall be purchased by the Contractor from Olympic Foundry, Casting NO. MH33Y, Yakima Standard Ring and Cover. The Contractor shall also provide all labor and equipment for handling the manhole rings and covers. All used castings shall become the property of the City of Yakima and shall be delivered to the Wastewater Collection- Maintenance Facility at 204 W. Pine by the Contractor. Prior arrangements must be made to assure the facility will b_ e_ open for delivery. 9- 05.15(2) Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets This section is supplemented with the following: Castings for the Catch Basins on this project shall be as shown on the City of Yakima Standard Detail. 102 9 -22 MONUMENT CASES 9 -22.1 Monument Cases, Covers and Risers This section is supplemented with the following: Monument cases for this project shall be as shown on the City of Yakima Standard Detail. SIGNING MATERIALS AND FABRICATION April 4, 2005 Sign Support Structures Section 9 - 28.14 is supplemented with the following: Manufacturers for Steel Sign Supports The Standard Plans lists several steel sign support types. These supports are patented devices and many are sole- source. All of the sign support types listed below are acceptable when shown in the plans. Steel Sign Support Type Manufacturer Type TP -A & TP -B TransPo Industries Type PL, PL -T & PL -U Poz Lock, Northwest Pipe Type AS TransPo Industries Type AP TransPo Industries Type ST 1, ST 2, & ST 3 ItiMate, S- Square, Telespar Type SB -1 & SB -2 UltiMate, Telespar 9 -29 ILLUMINATION, SIGNALS, ELECTRICAL 9 -29.1 Conduit Revise this section to read: Conduit shall be Schedule 40 Polyvinyl Chloride (PVC) conforming to all NEC requirements regarding electrical grade - gray color PVC conduits. 9 -29.2 Junction Boxes Revise this section to read: Junction boxes shall be Type 1, 2,or 3 as shown on the plans. They shall be constructed of polymer concrete and reinforced by a heavy -weave fiberglass similar and equal to Quazite Style PG. Boxes and covers shall be concrete gray color and rated for no less than 8,000 pounds over a 10" x 10" area and designed and tested to temperatures of —50 F. Heavy -duty box covers shall have service load of not less than 15, 000 pounds over a 10" square area. The covers shall have a minimum coefficient of friction of 0.5, and shall have the logo "Traffic Signal" or "Street Lighting" as appropriate on them. Do not install felt expansion material around pull boxes when new concrete is poured. 103 9 -29.3 Conductors and Cable Supplement this section with the following: Video camera coax cable shall be Beldon 8281. Video power shall be supplied by three - conductor cable. Three individual conductors, THWN #12 Stranded copper may be supplied in place of the three - conductor cable. 9 -29.6 Light and Signal Standards Add the following sentence to this section: All aluminum alloys shall comply with metallurgical and mechanical properties set forth in the Aluminum Association Standards. 9- 29.6(5) Foundation Hardware Revise this section to read as follows: The anchor bolts, nuts, washers, and other foundation hardware on this project shall be supplied by the light standard manufacturer, and shall be hot - dipped galvanized over their entire length and surface per ASTM A 153. 9- 29.6(6) Aluminum Light and Signal Standards (NEW SECTION) Light standards for this project shall be as shown on the City of Yakima Standard Detail. The shaft of the Aluminum Light standards and arms shall be spun tapered from all new seamless 6063 alloy aluminum tubing and shall be heat treated to T6 temper. Each shaft shall have a minimum of 6" straight length at the top to accommodate the center hub of the tapered arm. The anchored base shall be cast from A356 alloy aluminum. The anchor base shall be heat treated to a T6 condition. The anchor base casting and shaft shall be joined by a continuous and circumferential weld at the outside top and inside bottom of the anchor base. The completed assembly will be heat treated to T6 temper after all structural welding is completed. A356 alloy aluminum nut covers shall be included with each anchor base unless otherwise specified. The light standard base shall be of the "fixed" type. Accessories shall include anchor bolts (each with two heavy hex nuts and washers) as sized by the manufacturer, bolt templates, full base covers, and pole end caps. All light standards, arms and accessories shall be supplied by the same manufacturer. Light standards have eight -foot (8') arms, and shall provide a nominal fixture mounting height of thirty feet (30'). Handholes shall be 4 inches by 6 inches and shall be located 18 inches above the base. A 1/2 -inch NC ground stud shall be located inside the handholes. Davit arm members shall be conically tapered from 6" O.D. x .188" wall 6063 alloy extruded aluminum tube. The fixture end of each arm shall be a 2 -3/8" O.D. (2" 104 pipe size) tenon. The davit arm slip shall fit onto a specially tapered pole top tenon where it will be fastened with two stainless steel 5/8" — 11 UNC through bolts. 9 -29.10 Luminaires Supplement this section with the following: Luminaires shall be GE 200 watt 240 volt, high - pressure sodium cutoff type. The luminaire shall contain a removable power module ballast assembly. The luminaire optical assembly shall contain a charcoal filter. The mogal base socket shall be adjustable and set at MCIII. Luminaires shall be fused per Section 9.29.7. 9- 29.12(1) Illumination Circuit Splices Supplement the section with the following: Illumination wires shall be spliced in the pole bases or terminal compartment. 9 -29.24 Service Cabinets Supplement this section as follows: The service shall be a Strut mount modified type B, single -phase 120v/240v 100 - amp service installed to meet the PP &L requirements. 9- 29.24(2) Electrical Circuit Breakers and Contactors Revise this section as follows: Delete the second paragraph. STANDARD PLANS August 7, 2006 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 06 -035, effective August 7, 2006 is made a part of this contract. The Standard Plans are revised as follows: All Standard Plans All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot Mix Asphalt ". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA ". A -1 The TIE BAR length of 32" is revised to 30 ". In the PCCP TO ACP LONGITUDINAL JOINT, SECTION VIEW: the reference to Std. Spec. 5- 04.3(11) is revised to Std. Spec. 5- 04.3(12)B. C -1 Sheet 2 The SNOW LOAD RAIL WASHER dimensions are revised to 1 3/4" from 2 ", and to 7/8" from 1". 105 C -11 b Sheets 1 and 2 In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST -IN- PLACE FOOTING, ELEVATION view (Sheet 2), COMMERCIAL CONCRETE is revised to CONCRETE CLASS 4000. In the BREAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), the welding symbols are revised to indicate that the 1/4" Inside Gussets have 1/4" fillet weld joints, and the 1/2" End Gussets have 1/2" fillet weld joints. D-la Sheet 2& D-lb Sheet 2 Reinforcing Steel Bar marked "RI" (see lower left corner): the dimension 1' - 2 1/2" is revised to 1' - u 1/2". F -3b In SECTION "C ": the dimension labeled VARIES -. 3' - 0" TO "A" - TYPE 2A is revised to VARIES - 3' - 0" TO "E" -- TYPE 2A; VARIES - 2' - 6" TO "C" - TYPE 28 is revised to VARIES -- 2' - 6" TO "G" - TYPE 2B; and, VARIES -- 6' - 0 " TO "B" is revised to VARIES b 6' - 0" TO "F". G -8g Sheet 1 In the ELEVATION views, in the labels LOWER SIGN POST SUPPORT: the parenthetical specification "12 GAGE" is revised to "7 GAGE". 1 -10 In NOTE 1: the reference to Standard Specification 8- 01.3(5)A is revised to Standard Specification 8- 01.3(6)A. • K -1 through K -27 These plans are for local agency use only. M- 17.10 -00 NOTE 2 is omitted. (See Standard Plan G -1 for sign mounting height) The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A -1 5/13/02 A -3 5/30/02 A -6 2/24/03 A -2 5/09/02 A -5 2/24/03 A -7 10/04/05 B- 5.20 -00 6/01/06 B- 30.50 -00 6/01/06 B- 75.20 -00 6/01/06 B- 5.40 -00 6/01/06 B- 30.70 -00 6/01/06 B- 75.50 -00 6/08/06 B- 5.60 -00 6/01/06 B- 30.80 -00 6/08/06 B- 75.60 -00 6/08/06 B- 10.20 -00 6/01/06 B- 30.90 -00 6/08/06 B- 80.20 -00 6/08/06 B- 10.40 -00 6/01/06 B- 35.20 -00 6/08/06 B- 80.40 -00 6/01/06 B- 10.60 -00 6/08/06 B- 35.40 -00 6/08/06 B- 82.20 -00 6/01/06 B- 15.20 -00 6/01/06 B- 40.20 -00 6/01/06 B- 85.10 -00 6/01/06 B- 15.40 -00 6/01/06 B- 40.40 -00 6/01/06 B- 85.20 -00 6/01/06 B- 15.60 -00 6/01/06 B- 45.20 -00 6/01/06 B- 85.30 -00 6/01/06 B- 20.20 -00 6/01/06 B- 45.40 -00 6/01/06 B- 85.40 -00 6/08/06 106 B- 20.40 -00 6/01/06 B- 50.20 -00 6/01/06 B- 85.50 -00 6/08/06 B- 20.60 -00 6/01/06 B- 55.20 -00 6/01/06 B- 90.10 -00 6/08/06 B- 25.20 -00 6/08/06 B- 60.20 -00 6/08/06 B- 90.20 -00 6/08/06 B- 25.60 -00 6/01/06 B- 60.40 -00 6/01/06 B- 90.30 -00 6/08/06 B- 30.10 -00 6/08/06 B- 65.20 -00 6/01/06 B- 90.40 -00 6/08/06 B- 30.20 -00 6/08/06 B- 65.40 -00 6/01/06 B- 90.50 -00 6/08/06 B- 30.30 -00 6/01/06 B- 70.20 -00 6/01/06 B- 95.20 -00 6/08/06 B- 30.40 -00 6/01/06 B- 70.60 -00 6/01/06 B- 95.40 -00 6/08/06 C -1 10/31/03 C -3 10/04/05 C -8f 6/30/04 C-la 7/31/98 C -3a 10/04/05 C -10 7/31/98 C -1 b 10/31/03 C -3b 10/04/05 C -11 5/20/04 C -1 c 5/30/97 C -3c 6/21/06 C -11 a 5/20/04 C -1 d 10/31/03 C -3d 3/03/05 C -11 b 5/20/04 C -2 1/06/00 C -4 7/13/01 C -12 7/27/01 C -2a 6/21/06 C -4a 2/25/05 C -13 4/16/99 C -2b 6/21/06 C-4b 6/08/06 C -13a 4/16/99 C -2c 6/21/06 C -4e 2/20/03 C -13b 4/16/99 C -2d 6/21/06 C -4f 6/30/04 C -14a 7/26/02 C -2e 6/21/06 C -5 10/31/03 C -14b 7/26/02 C -2f 3/14/97 C -6 5/30/97 C -14c 7/26/02 C -2g 7/27/01 C -6a 3/14/97 C -14d 7/26/02 C -2h 3/28/97 C -6c 1/06/00 C -14e 7/26/02 C -2i 3/28/97 C -6d 5/30/97 C -14f 9/02/05 C -2j 6/12/98 C -6f 7/25/97 C -14g 9/02/05 C -2k 7/27/01 C -7 10/31/03 C -14h 1/11/06 C -2n 7/27/01 C -7a 10/31/03 C -14i 12/02/03 C -2o 7/13/01 C -8 4/27/04 C -14j 12/02/03 C -2p 10/31/03 C -8a 7/25/97 C -14k 1/11/06 C -2q 3/03/05 C -8b 1/11/06 C -16a 11/08/05 C -2r 3/03/05 C -8c 11/08/05 C -16b 11/08/05 C -2s 3/03/05 C -8d 11/08/05 C -2t 3/03/05 C -8e 11/08/05 D-la 1/23/02 D- 2.30 -00 11/10/05 D- 2.80 -00 11/10/05 D -lb 10/06/99 0- 2.32 -00 11/10/05 D- 2.82 -00 11/10/05 D-lc 10/06/99 0- 2.34 -00 11/10/05 D- 2.84 -00 11/10/05 D -1d 10/06/99 0- 2.36 -00 11/10/05 0- 2.86 -00 11/10/05 D -le 1/23/02 0- 2.38 -00 11/10/05 D- 2.88 -00 11/10/05 D -1 f 10/06/99 D- 2.40 -00 11/10/05 D- 2.92 -00 11/10/05 D- 2.02 -00 11/10/05 D- 2.42 -00 11/10/05 D -3 7/13/05 D- 2.04 -00 11/10/05 D- 2.44 -00 11/10/05 D -3a 6/30/04 D- 2.06 -00 11/10/05 D- 2.46 -00 11/10/05 D -3b 6/30/04 D- 2.08 -00 11/10/05 D- 2.48 -00 11/10/05 D -3c 6/30/04 D- 2.10 -00 11/10/05 D- 2.60 -00 11/10/05 D -4 12/11/98 D- 2.12 -00 11/10/05 D- 2.62 -00 11/10/05 D -6 6/19/98 D- 2.14 -00 11/10/05 D- 2.64 -00 11/10/05 D -7 10/06/99 D- 2.16 -00 11/10/05 D- 2.66 -00 11/10/05 D -7a 10/06/99 D- 2.18 -00 11/10/05 D- 2.68 -00 11/10/05 D -9 12/11/98 D- 2.20 -00 11/10/05 0- 2.78 -00 11/10/05 E -1 7/25/97 E -4 8/27/03 E -5 5/29/98 E -2 5/29/98 E -4a 8/27/03 107 F -1 12/17/02 F -2c 6/23/04 F -3c 2/09/05 F-la 12/17/02 F -2d 6/23/04 F -3d 2/09/05 • F -2 8/27/99 F -3 1/13/03 F -3e ............... 2/09/05 F -2a 6/23/04 F -3a 2/09/05 F -4 1/13/03 F -2b 2/09/05 F -3b 9/02/05 G -1 9/12/01 G -6 8/27/03 G -8e 8/18/04 G -2 6/04/02 G -6a 8/27/03 G -8f 11/09/05 /' n� G /nA /An !� G /nom/ n ra n w w /n /nr U-Ld 6 /04r /02 G'-6b 8/27 03 v- 8g ............. 1 u09�05 G -3 11/09/05 G -7 6/08/06 G -9a 6/25/02 G -3a 11/09/05 G -8a 12/15/04 G -9b 6/08/06 G -3b 11/09/05 G -8b 11/09/05 G - 9c 11/23/04 G - 4a 11/09/05 G -8c 8/18/04 G -9d 6/08/06 G -4b 6/30/04 G -8d 12/15/04 H -1 1/10/02 H -4 8/18/04 H -10 5/29/98 H -1 a 4/14/00 H -4a 2/25/05 H -12 2/25/05 H-lb 6/21/06 H -4b 2/25/05 H -12a 2/25/05 H-lc 3/04/05 H -6 10/29/03 H -12b 2/25/05 H-ld 6/21/06 H -7 8/10/98 H -13 2/25/05 H-le 6/21/06 H -8 9/18/98 H -13a 2/25/05 H -2 3/04/05 H- 9 ................ 4/18/97 H -14 - -- - _ - _ 2/09/05 1 -1 7/18/97 1 -6 7/17/03 1 -11 9/11/03 1 -2 4/23/99 1 -7 7/17/03 1 -12 7/17/03 1 -3 8/20/99 1 -8 7/17/03 1 -13 7/17/03 1 -4 7/17/03 1 -9 7/17/03 1 -14 7/17/03 1 -5 7/17/03 1 -10 7/17/03 1 -15 7/13/05 J-lb 10/08/99 J -6g 12/12/02 J -11 b 9/02/05 J-lc 4/24/98 J -6h 4/24/98 J -11 c 6/21/06 J-ld 1/11/06 J -7a 9/12/01 J -12 11/08/05 J-le 1/11/06 J -7c 6/19/98 J -15a 10/04/05 J-lf 6/23/00 J -7d 4/24/98 J -15b 10/04/05 J -3 8/01/97 J -8a 5/20/04 J -16a 3/04/05 J -3b 3/04/05 J -8b 5/20/04 J -16b 9/02/05 J -3c 6/24/02 J -8c 5/20/04 J -18 9/02/05 J -3d 11/05/03 J -8d 5/20/04 J -19 9/02/05 J -5 8/01/97 J -9a 4/24/98 J -20 9/02/05 J -6c 4/24/98 J -10 7/18/97 J -6f 4/24/98 J -11 a 9/02/05 K -1 12/20/02 K -10 12/20/02 K -19 12/20/02 K -2 12/20/02 K -11 12/20/02 K -20 12/20/02 K -3 12/20/02 K -12 12/20/02 K -21 12/20/02 K -4 12/20/02 K -13 12/20/02 K -22 12/20/02 K -5 12/20/02 K -14 12/20/02 K -23 12/20/02 K -6 12/20/02 K -15 12/20/02 K -24 12/20/02 K -7 12/20/02 K -16 12/20/02 K -25 12/20/02 K -8 12/20/02 K -17 12/20/02 K -26 12/20/02 K -9 12/20/02 K -18 12/20/02 K -27 12/20/02 108 L -1 7/18/97 L -3 7/18/97 L -5a 7/31/98 L -2 7/18/97 L -5 7/31/98 L -6 7/25/97 M- 1.20 -00 2/25/05 M- 3.30 -00 12/15/04 M- 20.10 -00 3/04/05 M- 1.40 -00 2/25/05 M- 3.40 -00 12/15/04 M- 20.20 -00 3/04/05 M- 1.60 -00 2/25/05 M- 3.50 -00 12/15/04 M- 20.30 -00 3/04/05 M- 1.80 -00 2/25/05 M- 5.10 -00 12/15/04 M- 20.40 -00 3/04/05 M- 2.20 -00 2/25/05 M- 7.50 -00 3/04/05 M- 20.50 -00 3/04/05 M- 2.40 -00 2/25/05 M- 9.50 -00 3/04/05 M- 24.20 -01 5/31/06 M- 2.60 -00 2/25/05 M- 11.10 -00 3/04/05 M- 24.40 -01 5/31/06 M- 3.10 -00 12/15/04 M- 15.10 -00 2/25/05 M- 24.60 -01 5/31/06 M- 3.20 -00 12/15/04 M- 17.10 -00 3/04/05 109 110 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this day of , 2006, by and between the City of Yakima, hereinafter called the Owner, and Superior Paving Company, a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ 689,135.00, for Nob Hill Blvd. Widening and Reconstruction — S. 74th Ave. to S. 80th Ave., Project No. 2012, all in accordance with, and as described in the attached plans and specifications and the 2006 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Fifty (50) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this day of. 2006. Superior Paving ompany, a Washington Corporation Contractor Ai B ` • �y Manager Attest: i cg (Print Name) City CI Its i 47 (President, Owner, etc.) Address: P.O. Box 10268 Yakima, WA 98909 I3 1 PERFORMANCE BOND Bond #104785904 1 BOND TO CITY OF YAKIMA I KNOW AU. MEN BY THESE PRESENTS: That we, the undersigned, . Superior Paving Co . a WA C T ompany o Ameri a and Surety orporation as Principal and y a corporation organized and existing under the laws of the State of CT as a surety corporation, and qualified under the taws of the State of Washington to become surety upon bonds of contractors with munidpal I corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA In the penal sum of $ 68 9,135.00 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. I This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this day of September, 2006 , I Never- the -less, the conditions of the above obligations are such that WHEREAS, pursuant to action taken by the Yakima City Council on 20 06 , the City Manager and City Clerk of the CITY OF YAKIMA has let or Is about to let to the said . I Superior Paving Co . the above bounded Principal, a certain contract, the said contract being numbered 2012 , and providing for Nob Hill Blvd Widening & (which contract is referred to herein and is made a part hereof as though attached hereto), and, Reconstruction I WHEREAS, the said Principal has accepted, or is about to accept, the sald contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said Superior Pavin Co . I shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub - contractors and material men, and all persons who shall supply said principal or sub-contractors with provisions and supplies for the carrying on of said worts, and shall hold said CITY OF YAKIMA, their employees, agents, and elected or appointed officials, harmless from any damage I occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub- contractor in the performance of saki work and shall Indemnify and hold the CITY OF YAKIMA, IN employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or I from defects appearing or developing In the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event 1 Is obligation shall be void; but otherwise It shall be and remain In full force and effect. - -- Su. err Pavi .• - (Contractor' 1 • sy .e.� CEVI LADWIG, 1 (Print Name) Approv. .astoform: Its: VICE PRESIDENT // (President, Owner, etc...) (City Attorney) Travelers Casualty and Surety } Company of (s rety) F / America yle I Victoria B. McBride (Print Name) Attorney —in —Fact 1 Its: 1 113 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 214722 Certificate No. 001053001 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Mark A. Jensen, Victoria B. McBride, Carrie Ester, and Paula M. McCoy of the City of Seattle , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in theirbusiness of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or peenritted'in any actions or proceedings allowed by law. 31st IN WITNF,S$ WHEREOF, the Compaq a r ave caused this instrument .to be signed hnd filch seals to be hereto affixed, this July o day of , . Farmington Casualty Company ` St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance'Company. St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company ,,p� D�p�,� • `1I l IREi °°"". i �A • .wwue.w..„ Y Mp:nl § G^�U ^ T ,qr' " " W/ I ' _P$� SURFT y F 4 OP Ny` � p 1 Y A NO SUy tY RIJ 6 G * llo <CO � . � 5 9 C � C 1 982 o 'd %y N oRPORATED ` 927 rt (44 �A)'2 4� , e :•peoaar':i�= ` n` , - < ++9 � m; S :F' f':� a HA 4 � HAR7FG tlp 4 � r Ta SEAL n. 1-- •o o CONK. (� m 696 r; c � ' _ 1951 , . ,SAV y ; , a o o� `� b i n FN d � <. \ DFNEW '''off,', „NCE� .. .ANA, A r a b -« Fa y 1 s v� ttl ■ 0:01 State of Connecticut By: � —r . City of Hartford ss. G' orge WJompson, Sen President 31st July 2006 On this the day of , , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. "0. In Witness Whereof, I hereunto set my hand and official seal. O R a . dJ My Commission expires the 30th day of June, 2011. 'VD * Marie C. Tctreault, Notary Public o 58440 -6 -06 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of , America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: • RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy N thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking . shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the t Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys - - Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and H undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall he E valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the 1 Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company Travelers Casualty and Sur Company, Travelers Casualty and Company pa••y oC America, and United States Fidelity and Guaranty C ompan y do hereby . ii , Company execs �asua. y an Surety �ompary, r acts . asua. y and Surety Y a. y �� Am a, a Jl.i y anu �ualallty Company ..�.c� certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of , 2 0 ± dory.-- i y_ 8 Kori M. Johans6 t Assistant Secretary pPSUq�� ♦ I.y SUREIy JL FIPE Q�PN..!aSG9 'p JP.� !!!..:;;;;-„s SU g "AN � Q TY • o A Q p POf{ /r /. �� l Y7 tr - Q' RPOR 9 , • ,.. .. . . �, fi a n fi rt C atFOR4 TF0 'y z . °o q >F „, : o s BRA , 0 s � 4`/ n rt o 0 1982 0 $.ra o: r. _._ - a fHA"R'PFO a Z 1977 r 1 9 2? 3{ g l RTFOR e t iaaa y 6 , 4 � ..., N j ';Sf;AL,.. 0 ' E,A.L.,,, \ . w nd. 0 1 :M , v � o % d % / k ro o e .. s •. r N d° ♦ 7 z s c ,..... f S^Na 1 . 0 AN+ y . d ?• `ii . v � OF NEW 9 n�rv1AAra : S.. �'�... .••�d � s y .. + e r y �. To verify the authenticity of this Power of Attorney, call 1- 800 - 421 -3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. . 4 1 WARNING THIS POWER OF ATTORNEY I5 INVALID WITHOUT THE RED BORDER 1 Bond No. 104785905 RETAINAGE BOND KNOW ALL MEN BY THESE PRESENT: That we Superior Paving Co , a corporation existing under and by virtue of the laws of the State of Washington and authorized to do business in the State of Washington, as Principal, and Travelers Casualty and Surety Cc�mnax� -af America , a corporation organized and existing under the laws of the State of CT and authorized to transact the business of surety in the State of Washington, as Surety, are jointly and severally held and bound unto City of Yakima hereinafter called Obligee, and are similarly held and bound unto the beneficiaries of the trust fund created by RCW 60.28 as their heirs, executors, administrators, successors and assigns, in the penal sum of Thirty Four Thousand, Four Hundred Fifty Six & 75/10034 456.75 ( ) plus 5% of any increased in the contract amount that have occurred or may occur, due to change orders, increases in the quantities or the addition of any new item of work. WHEREAS, on the day of 2006, the said Principal herein executed Contract No. 2012 with City of Yakima for Nob Hill Blvd. Widening & Reconstruction WHEREAS, said contract and RCW 60.28 requires the city of Yakim withhold from the Principal the sum of 5% from monies earned by the Contractor on estimates during the progress of construction, hereinafter referred to as earned retained funds. AND NOW WHEREAS, Principal has requested that the city of Yakima not retain any future earned retained funds and that they release all of a portion of the current amount of earned retained funds as allowed under RCW 60.28. NOW THEREFORE, the condition of this obligation is such that if the Principal shall use the earned retained funds which will not be retained or shall use such funds which are now being released, for the trust fund purposes of RCW 60.28, then this obligation shall be null and void; otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this 14 day of September A.D. mpp 2006 Superio Paving Co. Principal' -- CEVIN LAD G, SR.. / VICE PRESIUI T Trave - s and Surety Company of America 0 , � , > , Attorney- in -Fac — Victoria B. McBride WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ST PAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 214722 Certificate No. Q 0 1052998 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Mark A. Jensen, Victoria B. McBride, Carrie Ester, and Paula M. McCoy of the City of Seattle , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their - business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 31st IN WITNESS WHEREOF, the Comp�> s caused this instrument,to`be signed 'and their` corporate seals to be hereto affixed, this day of , . Farmington Casualty Company - Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company, St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America } St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company , ` ,...�41.y $t1FiETy a FIRE p4ksMgi gANP $ o•.., +� "INS ..4. JP� - AH O "µ SUgljl• - OTT Ako Q T o Rron 4 q, Cr e 4 O � :...... JP .......9 s O <, COR PO ` C� 9 T1 1982 � o 1977 INCORPORATED 192 ! P L - -. AT E x P . aPORA t�'_ �' L 4 .7 .c A.tiY zs �? m 'il re _ - a H D, �'t NRTF6 � i � ¢ � N , i - = ? n . ARTFCR R0. � NFN J• $� I � CONN. k 4. Pa • RN A �4. t 4 p � F s .......... 'a°. r %111..mi y t d r 1" 1 � N OF FANG � �a:s.. »w.. ..... ��.+" b d r 0 *A4 State of Connecticut By: City of Hartford ss. G-orge Wdompson, Sen President 31st July 2006 On this the day of , , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. • In Witness Whereof, I hereunto set my hand and official seal. . ■ 6+ • �J My Commission expires the 30th day of June, 2011. * emu° * Marie C. Tetreault, Notaiy Public � . ' 58440 -6 -06 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER i, . This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity 1 and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: • RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, rovided that each such delegation is in writing and a copy k g Yp g g Y provided g g PY 11 thereof is filed in the office of the Secretary; and it is i RI FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the 0 Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seai, if required) by one or more Attomeys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall he valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, romp and United St Fidelity elitJ and Gnarl. -t" romp^" y " do hereby B. .. p ..j', ` Travelers y Casualty and y Surety Company, W ornpan`• , Travelers Casualty and v�� Sure }J ., " v of America, .' a a y u . -. ... Y uu -1 v pi certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this �� day of i , 20 cz de,, ,,Le f -i, °-i'. -I =� ' ( 2 4 o . Kori M. JohanssAssistant Secretary 1 1 pASU,� ot.I fl, Slyly FIRE q' N IN . .. 1NS� tY A'''' p &� . r a S .•' H"' a 11 9Y ' °M,c,�4 a ,� � yob Q p * q s � ��e ,.... .... . • v�;,, 0. o ` s� ,� + � �pF�S MO 4 •+ : � ' C i a A ?d , c pF PORA > F h 3 P P 9 / `�° 82 O 2 1977 - tA " ' " "s, 7927 �= i ( : z ` F ;�€ 2 HARTFORD, IN iRCa � V i r� ;' F f - .. 989 • � g X31 ''' N 9 � , co• drn �. is i.,��o f "' 6 _5' SEAS, IV �' �r� .. r , f f ��d� Ow L � y � a N 4 ''. ()Po �xr�eANC `h'........ 'Z' r1:. � '' as %..\. t 1 hi ' n., m:,W�.�, ...., 5 ,�" te FN " k+nc ' AN N To verify the authenticity of this Power of Attorney, call 1- 800 - 421 -3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. • • i i 1 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER SEP,18.2006 3:47PM ACORDIA NORTHWEST 509 248 - 9007 NO.8976 P. 1 OE au_ 1 G4- CITY OF YAKIMA LIABILITY CERTIFICATE CHECKLIST i~atvri2A►croR:., u .Q�q 't� „a �, Co , Date: q PROJECT DESC. & NUMBER: tJnb 1k1S1 {vd JI r) 3((,- ErL.00.IS't'Evie.11oW FirAT 2.o 1. Carriers admitted in the State of Washington an A -VII or better in Best's Guide 2. Commercial General Liability on an occurrence basis subject to a $1,000.000 limit per occurrence. V 3. Automobile includes Any Auto" and is subject to a $1,000,000 limit, 1/ 4, Employers liability shown at a $1,000,000 limit per occurrence, ✓ 5, City of Yakima, its agents, employees, and elected and appointed officials are listed as an additional insured. /8. Copy of additional insured endorsement included. 7. Per jab aggregate endorsement shown. if not, is a $2,000,000 umbrella limit shown over $1,000,000 underlying? j !t � 8 is the general liability policy subject to a deductible of $5,000 or Jess? If higher, approval is required by the City. 1.9. Under cancellation section is "Endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or t '01 representativea" crossed out? Is 20 days or more notice of cancellation shown? tuiwdf 1).1,14) 11 /2/0 hecicl st.wpe 61- 1 U ��� a � y � 1113/03 t� J itei t-t. * A. tik (40()A 4 f3 M - . 8d Wd92:£0 900g 'daS 5029 9LS 60S: 'ON XUA ONINnSNIONa dWI?iW, JO )J.I9: WObd OP ID RY YYY) DATE (MM /DD /Y ACORD CERTIFICATE OF LIABILITY INSURANCE SUPE -25 E DD!Y PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Brown & Brown - Seattle HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. 0. Box 24347 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Seattle WA 98124 Phone: 206 - 956 -1600 Fax:206- 956 -9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Zurich American Insurance INSURER B: American Guar & Liab Ins Co Superior Paving Co. INSURER C: P.O. Box 10268 INSURER D: Yakima, WA 98909 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR 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. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE (MM /DD/YY) DATE (MM /DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X X COMMERCIAL GENERAL LIABILITY GL0343718604 03/31/06 03/31/07 PREMISES(Eaoccurence) $ 300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1 , 000 , 000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 2,000,000 A X ANY AUTO BAP3437187034 03/31/06 03/31/07 (Ea accident) X ALL OWNED AUTOS BODILY INJURY $ X 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 s$5,000,000 B X OCCUR CLAIMS MADE AUC937973002 03/31/06 03/31/07 AGGREGATE $ $5,000,000 • DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC LIMITS EH- TORY LIMITS ER EMPLOYERS' LIABILITY WASHINGTON STOP GAP E L. EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER /EXECUTIVE A OFFICER/MEMBER EXCLUDED? GL0343718603 03/31/06 03/31/07 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1 , 000 , 000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Re: City Proj. No 2012; TIB #8 -4- 039(021) -1 Nob Hill Blvd. Widening and Reconstruction City of Yakima, its agents, employees and elected or appointed officials are named as Additional Insured per attached form U -GL- 1175 -A CW. XXXX CERTIFICATE HOLDER CANCELLATION YAKI - 01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BI"'" " ^- CL" "1- City of Yakima -.. . - - - 129 N Second Street Yakima WA 98901 A IZED TATI ACORD 25 (2001/08) © ACORD CORPORATION 1988 tAlo . Ott Additional Insured — Automatic • Owners, Lessees Or Contractors - Broad. Form ZURICH Poly No. Et ate of Pol. Bxp, ate or Pol. enr. ate o(8, d. GL0343718604 3/31/06 INIMI 31/0 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. WHO IS AN INSURED (Section II) is amended to include as an insured an to add as an additional insured on this policy under a written contract or written on p or organization whom you are required greoment. B. The insurance provided to additional insureds applies only to "bodily in' damage" or "personal and advertising injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Coverage B, PERSONAL AND ADVERTISING INJURY LIABILITY, but only if: 1. The "bodily injury" or "property damage" results from your negligence; and 2. The "bodily injury", "property damage" or "personal and advertising injury" results directly from: a. Your ongoing operations; or b, "Your work" completed as included in the "products- completed operations hazard ", performed for the additional insured, which is the subject of the written contract or written agreement. C. However, regardless of the provisions of paragraphs A. and B. above: .1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" that results solely from negligence of the additional insured; or n.l, ll-r I 2. "Bodily , ' or "Rosati ad 8610184 Warr vistas out of the or Won to services Wager a. o ardlers prepare or sown aups, o p � +tr. opinions, moos, survey., Reid b. Supervisory, inspeotioa, erobkeotwsl oreagkteer activities, L , . , insured must see to k that: 1 We are notified as soon as practicable of an "commence or tame that may result in a claim: 2. We receive wrkten notice of a claim or "suit" u soon u practicable; and 3. moth by under which the additional insured "auk" will tss promptly brought ' policy issruod by � or additional insured: F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other insu other available to any additional insured person or organization unless the other insurance is provided by a method tribe in "psrsgm 4.c. �� II�Vn'a Job OMMERCIAL GENERAL other CONDITIONS. urance by the Any previsions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as written. MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of , 200 Notary Public in and for the State of Washington residing at • 119 120 PREVAILING WAGE RATES Department of Labor and Industries Statement Prevailing Wage Rates for Yakima County (with Supplemental Wage Rates & Benefit Key Code) PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504 -4540 Telephone: 360- 902 -5335 121 122 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $27.81 1N 5D BOILERMAKERS JOURNEY LEVEL $46.32 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $35.37 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $32.70 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $40.99 1M 5D CARPENTER $32.70 1M 5D CREOSOTED MATERIAL $32.70 1M 5D DRYWALL APPLICATOR $32.70 1M 5D FLOOR FINISHER $32.70 1M 5D FLOOR LAYER $32.70 1M 5D FLOOR SANDER $32.70 1M 5D MILLWRIGHT $41.99 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $40.99 1M 5D SAWFILER $32.70 1M 5D SHINGLER $32.70 1M 5D STATIONARY POWER SAW OPERATOR $32.70 1M 5D STATIONARY WOODWORKING TOOLS $32.70 1M 5D CEMENT MASONS JOURNEY LEVEL $31.46 1N 5D DIVERS & TENDERS DIVER $85.75 1M 5D 8A DIVER TENDER $44.22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $42.02 1T 5D 8L ASSISTANT MATE (DECKHAND) $41.51 1T 5D 8L BOATMEN $42.02 IT 5D 8L ENGINEER WELDER $42.07 1T 5D 8L LEVERMAN, HYDRAULIC $43.64 1T 5D 8L MAINTENANCE $41.51 IT 5D 8L MATES $42.02 1T 5D 8L OILER $41.64 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $28.64 1P 5A ELECTRICIANS - INSIDE JOURNEY LEVEL $43.89 1E 5A ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $52.38 4A 5A CERTIFIED LINE WELDER $47.88 4A 5A GROUNDPERSON $34.87 4A 5A HEAD GROUNDPERSON $36.75 4A 5A HEAVY LINE EQUIPMENT OPERATOR $47.88 4A 5A JACKHAMMER OPERATOR $36.75 4A 5A JOURNEY LEVEL LINEPERSON $47.88 4A 5A LINE EQUIPMENT OPERATOR $40.87 4A 5A POLE SPRAYER $47.88 4A 5A POWDERPERSON $36.75 4A 5A ELECTRONIC TECHNICIANS Page 1 YAKIMA COUNTY Effective 08 -31 -06 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRONIC TECHNICIANS JOURNEY LEVEL $23.40 1 ELEVATOR CONSTRUCTORS MECHAN!C $55.22 4A 6Q MECHANIC IN CHARGE $60.60 4A 6Q FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $26.09 1N 5D GLAZIERS JOURNEY LEVEL $21.51 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $9A.99 1N 5D INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $43.45 10 5A LABORERS ALL CLASSIFICATIONS $18.12 1 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.63 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $7.63 1 LATHERS JOURNEY LEVEL $32.70 1M 5D PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $41.23 1R 5A PLUMBERS & PIPEFITTERS JOURNEY LEVEL $51.65 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $39.57 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $42.35 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $42.84 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $43.39 1T 5D 8L BACKHOES, (75 HP & UNDER) $41.93 1T 5D 8L BACKHOES, (OVER 75 HP) $42.35 1T 5D 8L BARRIER MACHINE (ZIPPER) $42.35 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $42.35 IT 5D 8L BELT LOADERS (ELEVATING TYPE) $41.93 1T 5D 8L BOBCAT (SKID STEER) $39.57 1T 5D 8L BROOMS $39.57 1T 5D 8L BUMP CUTTER $42.35 1T 5D 8L CABLEWAYS $42.84 1T 5D 8L CHIPPER $42,35 1T 5D 8L COMPRESSORS $39.57 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $39.57 1T 5D 8L CONCRETE PUMPS $41.93 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $42.35 1T 5D 8L CONVEYORS $41.93 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $41.93 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $42.35 1T 5D BL CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $42.84 1T 5D 8L JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $43.39 1T 5D 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $43.96 IT 5D 8L . Page 2 YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $39.57 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $41.93 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $44.52 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $42.35 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $42.84 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $43.39 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $43.39 IT 5D 8L CRANES, TOWER CRANE OVER 175 IN HEIGHT, BASE TO BOOM $43.96 1T 5D 8L CRUSHERS $42.35 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $42.35 1T 5D 8L DERRICK, BUILDING $42.84 IT 5D 8L DOZERS, D -9 & UNDER $41.93 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $41.93 1T 5D 8L DRILLING MACHINE $42.35 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $39.57 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $41.93 1T 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP $42.35 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $41.93 IT 5D 8L FORK LIFTS, (UNDER 3000 LBS) $39.57 1T 5D 8L GRADE ENGINEER $41.93 1T 5D 8L GRADECHECKER AND STAKEMAN $39.57 1T 5D 8L GUARDRAIL PUNCH $42.35 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $41.93 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $41.93 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $42.35 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $39.57 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $41.93 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $42.84 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $43.39 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $42.35 1T 5D 8L LOCOMOTIVES, ALL $42.35 1T 5D 8L MECHANICS, ALL $42.84 1T 5D 8L MIXERS, ASPHALT PLANT $42.35 IT 5D 8L MOTOR PATROL GRADER (FINISHING) $42.35 IT 5D 8L MOTOR PATROL GRADER (NON - FINISHING) $41.93 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $42.84 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $39.57 1T 5D 8L OPERATOR PAVEMENT BREAKER $39.57 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $42.35 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $41.93 IT 5D 8L POSTHOLE DIGGER, MECHANICAL $39.57 IT 5D 8L POWER PLANT $39.57 1T 5D 8L PUMPS, WATER $39.57 1T 5D 8L QUAD 9, D -10, AND HD-41 $42.84 IT 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $42.84 1T 5D 8L EQUIP RIGGER AND BELLMAN $39.57 1T 5D 8L ROLLAGON $42.84 IT 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $39.57 IT 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $41.93 IT 5D 8L ROTO -MILL, ROTO- GRINDER $42.35 1T 5D 8L SAWS, CONCRETE $41.93 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $42.35 1T 5D 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $42.84 1T 5D 8L Page 3 YAKIMA COUNTY Effective 08 -31 -06 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $41.93 IT 5D 8L SCREED MAN $42.35 IT 5D 8L SHOTCRETE GUNITE $39.57 IT 5D 8L SLIPFORM PAVERS $42.84 IT 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $42.35 1T 5D 8L SUBGKAUt I RIMER $42.35 1T 5D 8L TOWER BUCKET ELEVATORS $41.93 1T 5D 8L TRACTORS, (75 HP & UNDER) $41.93 1T 5D 8L TRACTORS, (OVER 75 HP) $42.35 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $42.35 IT 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $42.84 1T 5D 8L TRENCHING MACHINES $41.93 IT 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $41.93 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $42.35 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $42.35 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $39.57 1T 5D 8L YO YO PAY DOZER $42.35 1T 5D 8L POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $34.75 4A 5A SPRAY PERSON $33.00 4A 5A TREE EQUIPMENT OPERATOR $33.43 4A 5A TREE TRIMMER $31.10 4A 5A TREE TRIMMER GROUNDPERSON $23.43 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $51.65 10 5A ROOFERS JOURNEY LEVEL $29.75 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $32.75 2P 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $40.51 1B 5A SOFT FLOOR LAYERS JOURNEY LEVEL $23.11 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.63 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $40.70 1R 5Q SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $29.89 2B 5A HOLE DIGGER/GROUND PERSON $16.81 2B 5A INSTALLER (REPAIRER) ) $28.68 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $27.82 2B 5A SPECIAL APPARATUS INSTALLER I $29.89 2B 5A SPECIAL APPARATUS INSTALLER II $29.30 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $29.89 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $27.82 2B 5A TELEVISION GROUND PERSON $15.96 2B 5A TELEVISION LINEPERSON /INSTALLER $21.17 2B 5A TELEVISION SYSTEM TECHNICIAN $25.15 2B 5A TELEVISION TECHNICIAN $22.64 2B 5A TREE TRIMMER $27.82 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $27.54 2M 5A Page 4 • YAKIMA COUNTY Effective 08 -31 -06 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TILE, MARBLE & TERRAZZO FINISHERS FINISHER $23.59 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $34.90 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $30.93 2G 61 DUMP TRUCK & TRAILER $30.93 2G 61 OTHER TRUCKS $30.93 2G 61 TRANSIT MIXER $30.93 2G 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER $17.68 1 Page 5 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly /fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. $$1$$ Supplemental To Wage Rates $$2$$ Page 1 WSDOT's Predetermined List for Suppliers - Manufacturers - Fabricators Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non - standard and therefore coverers by RCW 251.12. Items marked with an X in the "Nn" roll imn s ho iri be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. ITFM DFSCRIPTION YFS Nn 1. Manhole Ring & Cover - manhole type 1, 2, 3, and 4. X For use with Catch Basin type 2. The casting to meet AASHTO -M -105, class 30 gray iron casting. Sea Std, Plan B -23a, B -23h, B -23c, B -23d and B -25. 2. Frame & Grate - frame and Grate for Catch Basin type X 1, 1 L, 1 P, 2, and Concrete Inlets. Cast frame may be grade 70 -36 steel, class 30 gray cast iron or grade 80 -55 -06 ductile iron. The cast grate may be grade 70 -36 steel or grade 80 -55 -06 ductile iron. See Std. Plan B -1, B -1 L, B -1 P, B -2, B -2a, B -2b, B -2c, B -2d, B -2e, B -3, and B -3a. 3. Grate inlet & Drop Inlet Frame & Grate - Frame and X Grate for Grate Inlets Type 1 or 2 or Drop Inlets Type 1 or 2. Angle iron frame to be cast into top of inlet. See Std. Plan B -4b, B -4c, B -4d, B -4f, or B -4h. Frames & Grates to be galvanized. 4. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. 5. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. $$1$$ Supplemental To Wage Rates $$2$$ Page 2 YES NO 6. Corrugated Steel Pipe - Steel lock seam corrugated X pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam X corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for X mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail X conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9- 28.14(3). 10. Major Structural Steel Fabrication - Fabrication of X major steel items such as trusses, beams, girders, etc., for bridges. 11. Minor Structural Steel Fabrication - Fabrication of X minor steel items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing X conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9- 28.14(3). $$1$$ Supplemental To Wage Rates $$2$$ Page 3 YES NO 13. Concrete Piling -- Precast - Prestressed concrete piling for X use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6- 05.3(3) of the Std. Spec. See Std. Plans E -4 and E -4a 14 AAanhnlo Tvna 1 9 q and d - Pr M A nholes with risers X and flat top slab and /or cones. See Std. B -23a, B -23b, B -23c, and B -23d. 15. Dryweil - Drywell as specified in Section 9 -12,7 . of the Std. Sec. See Std. Plan B -27. X 16. Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2, X including risers, frames maybe cast into riser. See Std. Plans B -1, B -1 a, B -1 b, B -1 e. 17. Precast Concrete Inlet - Concrete Inlet with risers, X frames may be cast into risers. See Std. Plan B -26. 18. Drop Inlet Type 1 - Drop Inlet Type 1 with support X angles and grate. See Std. Plans B -4f and B -4h. 19. Drop Inlet Type 2 - Drop Inlet type 2 with support X angles and grate. See Std. Plans B -4g and B -4h. 20. Grate Inlet Type 2 - Grate Inlet Type 2 with risers and X top unit with bearing angles. 21. Precast Concrete Utility Vaults - Precast Concrete X utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting. $$1$$ Supplemental To Wage Rates $$2$$ Page 4 YES NO 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for X use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. 25. Reinforced Earth Wall Panels - Reinforced X Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - X tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed X Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. $$1$$ Supplemental To Wage Rates $$2$$ Page 5 YES NO 29. Prestressed Concrete Girder Series 4 -14 - X Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam X (-'.irdorc for use in ,structures. Tr Fabricator pint hoc annual approva! of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 31. Prestressed Precast Hollow -Core Slab - Precast X Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed X Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(26)A. 33. Monument Case and Cover - To meet AASHTO -M -105 class X 30 gray iron casting. See Std. Plan H -7. 34. Cantilever Sign Structure - Cantilever Sign Structure X fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans G -3, G -3a, G -3b, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge X fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. $$1$$ Supplemental To Wage Rates $$2$$ Page 6 YES NO 36. Steel Sign Bridges - Steel Sign Bridges fabricated X from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans G -2, G2a, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 37. Steel Sign Post - Fabricated steel sign posts as detailed X in Std. Plan G -8a, G -8b, G -8c, G -8d, G -8e, G -8f, and G -8h. Shop drawings for approval are to beprovided prior to fabrication. 38. Light Standard - Prestressed - Spun, prestressed, hollow, X concrete poles. 39. Light Standards - Lighting Standards for use X on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plan J -1 a. See Special Provisions for pre- approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for X use on highway and /or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans J -7a and J -7c. See Special Provisions for pre- approved drawings. 41. Traffic Curb, Type A or C Precast - Type A or C X Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking lots, rest areas, etc. NOTE: Acceptance based on inspection of Fabrication Plant and an advance sample of curb section to be submitted for approval by Engineer. $$1$$ Supplemental To Wage Rates $$2$$ Page 7 YES NO 42. Traffic Signs - Prior to approval of a Fabricator X X of Traffic Signs, the sources of the following custom std. materials must be submitted and approved msg msg for reflective sheeting, legend material, and aluminum sheeting. NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sian Fabrication Inspector to be installed. 43. Cutting & bending reinforcing steel X • 44. Guardrail components X X custom standard end sect. sect. 45. Aggregates /Concrete mixes Covered by WAC 296- 127 -018 46. Asphalt Covered by WAC 296 -127 -018 47. Fiber fabrics X 48. Electrical wiring /components X 49. treated or untreated timber piles X 50. Girder pads (elastomeric bearing) X $$1$$ Supplemental To Wage Rates $$2$$ Page 8 YES NO 51. Standard Dimension lumber X 52. Irrigation components X 53. Fencing materials X 54. Guide Posts X 55. Raised Pavement Markers X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X $$1$$ Supplemental To Wage Rates $$2$$ Page 9 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/06 METAL FABRICATION (IN SHOP) Over • PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Columbia, Douglas, Ferry, Franklin, Garfield Kittitnc 1 inr.nln rlkannnnn Pcnr9 (lrcillo Ct Walla'Nalla and Whl +.nn., Fitter 12.76 1 Welder 12.76 1 Machine Operator 12.66 1 Painter 10.20 1 Laborer 8.13 1 Counties Covered: Benton Welder 16.70 1 Machine Operator 10.53 1 Painter 9.76 1 Counties Covered: Chelan Fitter 15.04 1 Welder 12.24 1 Machine Operator 9.71 1 Painter 9.93 1 Laborer 9.10 1 Counties Covered: Clallam, Grays Harbor, Island, Jefferson, Lewis, Mason, Pacific, San Juan and Skagit Fitter 15.16 1 Welder 15.16 1 Machine Operator 10.66 1 Painter 11.41 1 Laborer 11.13 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 10 METAL FABRICATION (IN SHOP) 03/03/06 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Clark Layerout 27.16 1J 6B Fitter 26.75 1J 6B Welder 26.14 1J 6B Painter 23.24 1J 6B Machine Operator 20.32 1J 6B Laborer 19.70 1J 6B Counties Covered: Snohomish Fitter 15.38 1 Welder 15.38 1 Machine Operator 8.84 1 Painter 9.98 1 Laborer 9.79 1 Counties Covered: Spokane Fitter 12.59 1 Welder 10.80 1 Machine Operator 13.26 1 Painter 10.27 1 Laborer 7.98 1 Counties Covered: Thurston Layerout 25.98 1R 6T Fitter 23.90 1R 6T Welder 21.83 1R 6T Machine Operator 18.72 1R 6T Laborer 15.61 1R 6T Counties Covered: Whatcom Fitter/Welder 13.81 1 • Machine Operator 13.81 1 Laborer 9.00 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 11 METAL FABRICATION (IN SHOP) 03/03/06 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Yakima Fitter 12.00 1 Welder 11.' 1 Machine Operator 11.32 Painter 12.00 1 Laborer 10.31 1 Counties Covered: Cowlitz Fitter 23.65 1B 6V • Welder 23.65 1B 6V • Machine Operator 23.65 1B 6V Counties Covered: Grant Fitter 10.79 1 Welder 10.79 1 Painter 7.63 1 Counties Covered: King Fitter 15.86 1 Welder 15.48 1 Machine Operator 13.04 1 Painter 11.10 1 Laborer 9.78 1 Counties Covered: Kitsap Fitter 26.96 1 Welder 13.83 1 Machine Operator 13.83 1 Laborer 7.63 $$1$$ Supplemental To Wage Rates $$2$$ Page 12 METAL FABRICATION (IN SHOP) 03/03/06 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Klickitat, Skamania and Wahkiakum Fitter/Welder 16.99 1 Machine Operator 17.21 1 Painter 17.03 1 Laborer 10.44 1 Counties Covered: Pierce Fitter 15.25 1 Welder 13.98 1 Machine Operator 13.98 1 Laborer 9.88 1 $$1$$ Supplemental To Wage Rates $$2$$ Page13 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/06 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, G (.ran+ 1 in nln Okanogan, Pend Oreille, Stevens, Walla Walla, and Whitman All Classifications 9.96 1 Counties Covered: Frar" 1 All Classifications 11.50 1 Counties Covered: King All Classifications 12.30 2K 5B Counties Covered: Pierce All Classifications 9.28 1 Counties Covered: Chelan, Kittitas, Klickitat and Skamania All Classifications 8.61 1 Counties Covered: Clallam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahkiakum All Classifications 13.50 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 14 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/06 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Spokane All Classifications 20.23 1 Counties Covered: Yakima Craftsman 8.65 1 Laborer 7.63 1 Counties Covered: Whatcom All Classifications 13.67 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 15 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L &i) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296- 127 -018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, QR SIMII AR MATERIAL S. Any firm with questions regarding the policy, these letters, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Effective September 1, 1998 minimum _ nrpvailing wages for all work coverer) b WAC 296-127-018 for the production and /or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. $$1$$ Supplemental To Wage Rates $$2$$ Page 16 ESAC DIVISION - TELEPHONE (206) 586 -6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296- 127 -018 This memo is intended to provide greater clarity regarding the application of WAC 296- 127 -018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. $$1$$ Supplemental To Wage Rates $$2$$ Page 17 �rar ` y�� - Cy V 4 .4 "1 t8tl4 ;nY STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor 'Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296- 127 -018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washin State Register: NOTICE Under the current material supplier regulations, WAC 296- 127 -018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296 - 127 -018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504 -4510, or call (360) 902 -5310. Please publish the above Notice in WSR 99 -13. If you have questions or need additional information, please call Selwyn Walters at 902 -4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager $$1$$ Supplemental to Wage Rates $$2$$ 18 • BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE ' HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -2- I. Q. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6•00AM MONnAY ANn nN HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE. • V. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE • HOURLY RATE OF WAGE • 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, . INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. • BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 - 2. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). N. HOLIDAYS: NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (10). BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -4- 5. V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER'I HANKSGIVINU DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY_ PRESIDENTS' DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9). PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS S DA i', MEMORIAL DAY, , INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -5- OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non - Collusion Declaration Non - Discrimination Provision Subcontractor List Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Materially and Responsiveness Proposal Signature Sheet Bidders Check List PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City of Yakima Nob Hill Blvd. Widening and Reconstruction S. 74 Ave. to S. 80 Ave. City Project No. 2012 TIB# 8-4- 039(021) -1 and that the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid, shall be shown, and be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. 123 124 ITEM PROPOSAL BID SHEET City of Yakima Nob Hill Blvd. Widening and Reconstruction . . S. 74th Avenue to S. 80 Avenue City Project No. 2012 . TIB# 8-4- 039(021) -1 ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT . NO. PAYMENT SECTION DOLLARS DOLLARS 1 SPCC PLAN 1 LS 1 -07.15 • { ,20 2-Y) &er_,)• t%c`) 2 MOBILIZATION 1 LS 1 -09.7 c4 l)). 16) 6f6'6, efX� 3 TRAFFIC CONTROL SUPERVISIOR 1 'LS 1-10.5 ,)-, C:.;C1. L-e_. ,-,Z ce ,CJ . DC_) 4 PROJECT TEMPORARY TRAFFIC CONTROL (Min. bid $50,000) 1 LS 1 -10.5 <7'Lz'r),L > 77.' cr.) 5 CONSTRUCTION SIGNS, CLASS 'A" 290 SF 1 -10.5 /t Llc ' , / 9e9 , no 6 CLEARING AND GRUBBING 1 LS . 2 -01.5 r , b de (i) -., A%'6'69'C2C- 7. REmp.vA OF:STRUGTUR]= �CND 4 LS 02:5 /, L>C) / , GAD- 8 ROADWAY EXCAVATION INCL. HAUL 3,500 CY , 2 -03.5 Ca. /« „2,4 4 s29, ex') 9 CRUSHED SURFACING BASE COURSE 2,800 TON 4 -04.5 / 66 3 7, kV lX 10 ASPHALT TREATED BASE 2,100 TON 4 -06.5 2 %, - . ,. . i e. <:, 11 HMA CL. Y2" PG 64 -28 1,100 TON 5 -04.5 12 CORRUGATED POLYETHYLENE STORM SEWER PIPE, 12 IN. DIAM. 1,800 LF 7 - 04.5 ,,11). 35 2 (0,, 4,:c>), CC) _ 3 EORRUGAT, EQPOLYETIiY N STQRM.`SEY .ER;PII E 1s8lINE IAM' 2 0 LF 14 CATCH BASIN TYPE 1 13 EA 7 -05.5 /i /L%'L).()() / ,3(.6.GY) 15 CATCH BASIN TYPE 1L 3 EA 7 -05.5 d, / ). L)!) , 44�C >. exT) 16 VANED GRATES FOR CATCH BASINS TYPE 1 16 EA 7 -05.5 `,1G'. ll_ :� /3, -e 0:9 17 CATCH BASIN TYPE 2, 72 IN. DIAM. It EA 7 -05.5 �1. t >. CX :,i, Fff a e96 18 ADJUST MANHOLE 12 EA . 7 -05.5 2, 0 3, 3C:or 0 19 DRAINAGE RETENTION BASIN W/36 IN. DIAM. PERF. PIPE 320 LF 7 -05.5 2:5: 6ei) C 66 20 STORMWATER TREATMENT FILTRATION SYSTEM 1 EA . 7 -05.5 ,5:5; CV2e9,fr_:) 55; Cr%t" ,(X_) 21 CRUSHED SURFACING TOP COURSE (FOR TRENCH BACKFILL) 60 TON 7 -08.5 j(-. (l) /, <.e.'). ) • . 22 STRUCTURE EXCAVATION CL. 'B' INCL. HAUL 800 CY 7 -08.5 /%J r • 4') • 23 SHORING OR EXTRA EXCAVATION CL. B 150 LF 7- 08.5 <C`x'`) 7.50 Addendum 1 Page 4 of 5 8/23/2006 • ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT • • NO. PAYMENT SECTION DOLLARS DOLLARS . 24 TRENCH DEWATERING 1 FA $1,000 $1,000 • 7 -08.5 25 ADJUST VALVE BOX 5 EA 7 -09.5 2,.. 57e7)"_ S, />2 6 .:- 26 PVC SANITARY SEWER PIPE — 10 IN. DIAM. 1Z4 LF 7 -17.5 l (,). (l2`� 4 I 1/,.�2 , Z > . • . 27 ESC LEAD 10 DAY 8 -01.5 ,G',fC? ,-" 28 CEMENT CONC. TRAFFIC CURB AND GUTTER 4,200 LF �, �- 8 -04.5 �� -_' (3_>2 5 ti`- 29 COMMERCIAL DRIVEWAY APPROACH 3 EA 8 -06.5 C; - Dli 30 REMOVING AND RESETTING FENCE 300 LF 8 -12.5 ./L).4/; -) ._=> «9 . (•.a ) 31 CEMENT CONCRETE SIDEWALK, 4" DEPTH 2,585 SY 8 -14.5 ; 6. or) 32 CEMENT CONCRETE SIDEWALK, 6" DEPTH 167 SY ��~ 6,25;4116 8 -14.5 22.e — ' '� /, .•2.29 r)c7 33 CEMENT CONC. SIDEWALK RAMP TYPE 1 9 EA 8 -14.5 2212- 19. ,f', AO, eC..) 34 CEMENT CONC. SIDEWALK RAMP TYPE 2 8 EA 8 -14.5 9(0 -L/2=9 35 SIGNPOST SOCKET 15 EA / � 8 -14.5 9,5<G: /i .4 2 5 a 36 MAIL BOX SUPPORTS, TYPE 1 7 EA _ 8 -18.5 37 MAIL BOX SUPPORTS, TYPE 2 2 EA >� � / ,5;1>2 , ��� 8 -18.5 i" e ".�? 1 5" c -e REIN Arta R SETT}NG SC iQp,ta'CROSSINGmptiT a EA 8= -iv 39 ILLUMINATION SYSTEM 1 LS ,Z1 ��x).�a~�, /6?). 8 - 20.5 :_ - eY). evo S - 7 ; �Jl5'c 2 (x`) 40 REPAIR OR REPLACEMENT 1 FA $10,000 $10,000 l_ TOTAL: 6 siz • Addendum 1 Page 5 of 5 8/23/2006 BID BOND FORM BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, Superior Paving Co. • T a elexs Casualty nd Surety Com , as principal, and O q ers y y IanMs Surety, are held and firmly bound unto the i y o c akima, as Obligee, in the penal sum of Five Percent (5 %) of Amt Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. Thgt28P i9yl lin isRA Ag t e t J a p an awa rd to the Principal according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 29th DAY OF August , 20 06 Travelers Casualty and Surety Super or "aving Co. Company of Ame5ca . .> e1 Victoria B. McBride, Attorney -in CEVIN LADWIG, SR. , Weir-PRESIDENT Fact ,20 Received return of deposit in the sum of $ '127 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 214722 Certificate No. 0 0 52 ` 5 6 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Mark A. Jensen, Victoria B. McBride, Carrie Ester, and Paula M. McCoy of the City of Seattle , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their. business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 31st IN WITN1 S$ WHEREOF, the Compnia have caused this instrument; to` be signed and their` corporate seals to be hereto affixed, this uy day of Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty .Jnsurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America ; St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company "� f 0ASU,4 . p>. s � lly1. suREry pti FiRE a \p" i ,...� �NS Uq` "•..,. J,. ANO VA 1Y ucO PL �,y-40a°tgar , J '4 . ......•, • P „ ... P ... 9 c S ... �TY ��0� 0 O ? o � i t, + G * a P 'I, C: RPOR . y 4 1982 o 1977 "" WcORFORA 1927 g °N x= ; r _ m : W: co _ -_ F`• -c li•r9 _ S ; F E . � : a HARTFORD, � '! HAA TFC� 1951 g N „ t .. `i ' •S EII I.!o: ;o: JEA.T.:: ; %, CONN. o e S�,S ° t CQ4 f 1896 ry ' be y . FNa . 1` •�. 44 N£N' "''S DANCE 9 Ad 1f ..... A s i o,� :.. .. : b State of Connecticut By: City of Hartford ss. G.orge Wdompson, Sen President 31st July 2006 On this the day of , , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. C • I ° � 1 My Commission expires the 30th day of June, 2011. * p * Marie C. Tetreault, Notary Public 58440 - 6 - 06 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Coinpany, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire a.id Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Coinpany, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: • RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may • delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy ii thereof is filed in the office of the Secretary; and it is g FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond; recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the u Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power . II prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is • FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be f1 valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby ,,...p...,y, . ».,,,,,... »,,,.., ! a.. ...., y . y . Surety ..p ..y � America, Fidelity +,.. .r...a.. y Company ..y .. '' , "' f that the above and foregoing is a trite and correct copy of the Power of Attorney executed by said Companies, ..�.yi Y y foregoing iy Y Y which is in full force and effect and has not been Ii a revoked. Ci IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of , 20 Kori M. Johansr'Assistant Secretary I +ti r: m � o anm„wu a ,,, va:a o � 0,3,04 T ``. l gin'. SItRET s Fir 4 tk � J Pj INSUg 4 ,,, ,,, ANps 0� A1ED .l-� ' • �' ' b ` n . '� '� lED w z ] j } � ' I � 0.'0 , AT t f+u � ,00 0 R4Tf)• ^ ° 9 a a sp � - z 1982 D i 9� C' a � � � t ' , y } 1 P — . � _. s HARTFORD, .c HARTFORD, 989 I a t4.1+ m fa a F pp'y, I.:4 • %NA 0 d . ' ,� A ')' L d.. a f �j > ••. ..: dD b D3' .J' v ( ..,�..- Q �ri rosin N ry ... .. .✓ b d 1 " ,, V7 '!/ Att9 1f ��N� \ S „ ..... ref j F� nnnx To verify the authenticity of this Power of Attorney, call 1 -800- 421 -3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. . i. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER • NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I - 800 -424 -9071 The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 129 130 NON - DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." 131 132 SUBCONTRACTOR LIST Prepared in compliance with RCW 39.30.060 as amended (To be submitted with the Bid Proposal) Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non - responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name y _� �.�',�: �kt -�_� - Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: Prime Contractor Name Item Numbers / , ;,2 J., •; 47 - 57 /'. / " i / -, 11, / /5; / /7. /I /9, - 7,, 3c, c35. 4 6 • 133 • 134 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. 135 136 RESOLUTION NO. D - 48 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with. Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAI:IMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy ", a copy of which is attached hereto and by reference made a part hereof. ,Q/� • ADOPTED BY THE CITY COUNCIL this ..�`� i ?. day of ct -,-.t , 1983. (279tr, 0a9u.m.A.30.11 Mayor ATTEST: City Clerk 137 138 AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If suchworker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically 139 including minority news media; and by notifying and discussing it with all subcontractors and suppliers. g. The contractor shall make specific efforts and constant personal (both written and • oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor sha ll make every to promote j. � i Ic l.�n ni dt..w� shall I I �dnC CVCI Y CI I VI L W LJI Uf f IUIC dl LCf SGf IUUI, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's AmnlnyAA needs consistent with its nbligations under this hid I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women • employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 140 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: ,,,�` ,40_ .1 JavQ L: , _ 4 I . certifies that: (BID R) 1. It intends to use the following listed construction trades in the work under the contract El& 42- C -c ..e. 4.--, j ' i . _A _ ,_ Y' k - Ai , and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: ( „c-, 44 ../.kie..2tMe-- 4- N and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor Certification require b es Bid Conditions. C7 ' ,,..„ - -„,...4.--... , 1..--, iCe ; ,,,i --- p.A...„,..„.„,_„,.„..,) (Sign re of Authorized Representative of Bidder) 141 142 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be 143 taken into consideration by Federal agencies in determining whether such contractor or Subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering national agency determines that such rnntract is essential to the national J J the I IG security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Comnlianrp U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditi h ll be d b t a t a e G Conditions as shall uc required by the contracting or administering agency or the Office of Federal Contractor Compliance. 144 PROPOSAL Nob Hill Blvd. Widening and Reconstruction S. 74th Avenue to S. 80 Avenue City Project No. 2012 TIB# 8 -4- 039(021) -1 The bidder is hereby advised that by signature of this proposal he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND En IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) & SIGNATURE OF P tHORIZED FICIAL(s) QA FIRM NAM E , --/a#4, 69. (ADRESS) PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER ate —ps L/4 FEDERAL ID No. 1 1 1' I'1 / i Note: (1) This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to section 1 -02.6 of the standard specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 145 146 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: ✓ A. PROPOSAL The unit prices, extensions and total amounts bid must be shown in the spaces provided. °/B. BID BOND ACCOMPANYING BID This Bid Bond form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not Tess than 5% of the total amount bid and may be shown in dollars or on a percentage basis. C. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information at time of bid WILL NOT render the bid non - responsive. ' BIDDER'S CERTIFICATION V E. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. F. MBE/WBE FORM It is requested that The Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the contract is awarded: A. CONTRACT This agreement is to be executed by the successful bidder. • B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. D. DOT Form 420 -004EF Refer to Required Contract Provisions Federal -Aid Construction Contracts FHWA- 1273. 147 PLANS & DETAILS Project Details Standard Plans Traffic Control Plan (Informational Copy) Construction Plans R/W c.. R/W 40' (MIN) 40' (MIN) ' 7' (MIN) 33' (MIN) 33' (MIN) 7' (MIN) 12' (MIN) CBD 12' (MIN) CBD q GRADE EQUAL TO TOP OF CURB 7 ..... . . . .................................... ....... ... . ....................................... .. .. :::..iziiiigrsssnnmatsm' ' , -► f 6" (MIN) -•-- 6" (MIN) COMPACTED SUB GRADE 2" CLASS "A" ACP (COMPACTED DEPTH) 4" ATB (COMPACTED DEPTH) 4" ATB (COMPACTED DEPTH) OR 6" CSBC (COMPACTED DEPTH) APPROVED: 1.5.2005 CITY OF YAKIMA - ENGINEERING DIVISION 1 MINOR ARTERIAL SECTION I R03 NOTES D .'� PIPE ALLOWANCES Y ,� ' I. 1. As acceptable alternatives to the rebar shown in the PRECAST BASE 00 44. SECTION, fibers (placed according to the Standard Specifications), or ��• PIPE MATERIAL DEM w mesh having a minimum area of 0.12 square inches per foot shall DIAMETER be used with the minimum required rebar shown in the ALTERNATIVE 3 PRECAST BASE SECTION. Wire mesh shall not be placed in the g REINFORCED OR 12" knockouts. PLAIN CONCRETE FRAME AND VANED GRATE 2. The knockout diameter shall not be greater than 20 ". Knockouts shall ALL METAL PIPE 15" have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" CPSSP * minimum gap between the knockout wall and the outside of the pipe. (STD. SPEC. 9 05.20) 12" After the pipe is installed, fill the gap with joint mortar in accordance � with Standard Specification 9 -04.3. 4 2 30' SOLID WALL PVC 15" ti �• (STD. SPEC. 9 05.12(1)) 3. The maximum depth from the finished grade to the pipe invert shall be 5'. � (STD. S P C. 9 5VC S. (STD. L E W L PC(2)) 15" 4. The frame and grate may be installed with the flange up or down. The 5 frame may be cast into the adjustment section. * CORRUGATED POLYETHYLENE 5 STORM SEWER PIPE 5. The precast base section may have a rounded floor, and the walls may 1 1 4 1r000 6" O 1 2" be sloped at a rate of 1:24 or steeper. i ;f %WI 6. The opening shall be measured at the top of the precast base section. ONE #3 BAR HOOP FOR 6" HEIGHT 7. All pickup holes shall be grouted full after the basin has been placed. TWO #3 BAR HOOPS FOR 12" HEIGHT ill RECTANGULAR ADJUSTMENT SECTION C i 1 I (S 2?NG / W J. / I / /I 0 155B o joir . 9 F Gt ST E AD ♦: #3 BAR EACH CORNER BAR EACH CORNER � EC 18" MIN. 10' ? I EXPIRES JU LY I, 2007 1 �\ I N CATCH BASIN TYPE 1 #3 BAR EACH SIDE + y #3 BAR HOOP // STANDARD PLAN B -1 SHEET 1 OF 1 SHEET r 1, a � APPROVED FOR PUBLICATION Harold J. Paterfe.so 11 -08 -05 #3 BAR EACH WAY SEE NOTE 1 au're DESIGN EMaxtFx DATE PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION T wmnln moo,. Doponmom of Transportation 1 NOTES N 4 ; P ALLOWANCES �p ,� 1. As acceptable alternatives to the rebar shown in the PRECAST BASE :., MAXIMUM SECTION, fibers (placed according to the Standard Specifications), or PIPE MATERIAL INSIDE wire mesh having a minimum area of 0.12 square inches per foot shall °' DIAMETER be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the o REINFORCED OR 18" PLAIN CONCRETE knockouts. FRAME AND VANED GRATE 2. The knockout diameter shall not be greater than 26 ". Knockouts shall • ALL METAL PIPE 21" have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" CPSSP * minimum gap between the knockout wall and the outside of the pipe. (STD. SPEC. 9-05.20) 18" After the pipe is installed, fill the gap with joint mortar in accordance 4 ,v; 30, with Standard Specification 9 -04.3. 5 ?�' SOLID WALL PVC 21" (STD. SPEC. 9 -05.12(1)) 3. The maximum depth from the finished grade to the pipe invert shall be 5'. s• PROFILE WALL PVC 41" * CORRUGATED POLYETHYLENE 4 . The frame and grate may be installed with the flange up or down. The (STD. SPEC. 9-05.12(2)) frame may be cast into the adjustment section. 6 " OR 12" STORM SEWER PIPE 5. The precast base section may have a rounded floor, and the walls may 4101 be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. ONE #3 BAR HOOP FOR 8" HEIGHT 7. All pickup holes shall be grouted full after the basin has been placed. . TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION a �CyQ #3 BAR EACH CORNER ,SrO,�bl ( SF��OT #3 BAR HOOP 18" MIN. °. 0. / T \ Fe) 4 r � t... ..„ 4.: I NAL #3 BAR `� I T t �' TWO HOOPS E ACH CORNER [..11 / EXPIRES JULY 1. 2007 REDUCING SECTION #3 BAR -�► \ EACH SIDE / y CA TCH BN TYPE E 1 i i ,/'/ y S TANDARD ASI PLAN B -1a 1L /� G APPROVED FOR PUBUCATION #3 BAR Harold J. Peterfeso 11 -08 -05 EACH WAY SEE NOTE 1 STATE DEMON MUNE. Din lag PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION 7 Washin W°" D. „.m ■ NOTES 1. When bolt-down grates are specified in the Contract, provide two slots rn �j in the grate that are vertically aligned with the holes in the frame. I 1.(.3 MO14 Location of bolt down slots varies among different manufacturers. 2. Refer to Standard Specification 9- 05.15(2) for additional requirements. m t I C ` SLOT SEE DETAIL _ r n 3. For Frame details, see Standard Plan B- 30.10. AND NOTE 1 'D - - ._.� IV r. re _. .—. CI 3l4" O . — - 1 1/4' , 188 [ -. 1,,3- FLOW I - C \ , N I! \ III TOP S ECTION O k 0 E BOLT -DOWN SLOT DETAIL i SEE NOTE 1 Il i0 24' 7 OR 8 EQUAL SPACES � �� ��R. 0 Wd T 4 �� I i 1 _� DIRECTION OF FLOW I .' ' A , P y . --- , ,,, Q��, r r ��,, ,ar ' '406140 ■ �� SFCi sTe� \.e7 T �� '. EXPIRES JULY I, 2001 SECTION O �� . 4t. RECTANGULAR VANED GRATE '. STANDARD PLAN B- 30.30 -00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfeso 06 -01 -06 ISOMETRIC STATE DESIGN ENNNEER DATE T Washington Maio D.pMm.nt of Trwv.„.Aan 3 NOTES = 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. Q CATCH BASIN FRAME AND VANED GRATE 3. The rectangular frame and grate may be installed with the flange up or down. OR MANHOLE RING AND COVER $.: The frame may be cast into the adjustment section. g HANDHOLD 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide Ei a 1.5" minimum gap between the knockout wall and the outside of the pipe. After I A \ the pipe is installed, fill the gap with joint mortar in accordance with Standard g RECTANGULAR ADJUSTMENT SECTION Specification 9.04.3. \ OR CIRCULAR ADJUSTMENT SECTION Q v ; — •— FLAT SLAB TOP CATCH BASIN DIMENSIONS J \ MINIMUM BASE REINFORCING STEEL CATCH WALL BASE MAXIMUM DISTANCE in IN EACH DIRECTION BASIN THICKNESS THICKNESS KNOCKOUT BETWEEN DIAMETER SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE ° 48•', 54 " BO ", 72 ", B4 98" . 48" 4" 6" 38" 8" 0.23 0.15 MORTAR (TYP.) b • 54" 4.5" 8" 42" 8" 0.19 0.19 ti . 80" 5" 8" 48" 8" 0.25 0.25 ° STEPS OR . 72" 8" 8" 60" 12" 0.35 0.24 LADDER 84 8" 12" 72" 12" 0.39 0.29 )_–.....w.---_ 9 . 8" 8" 12" 84" 12" 0.39 0.29 N E ' 1 PIPE ALLOWANCES — PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER z CATCH SOLID PROFILE silil MORTAR FILLET ' 'a ` ° REINFORCING STEEL MT) CONCRETE ALL CPSSP WALL WALL PVC® PVC® \ a �"" DIAMETER METAL a 12" GRAVEL BACKFILL FOR F,w J. /¢ PIPE ZONE BEDDING 48" 24" 30" 24" 27" 30" ,` OF wts, l l, " a . .rr - .r - r —(— ° • . 'C 4.C% "4p o - vw "%WV"V' •, �-t ' ;'%. � 7:1 :. i 54" 30" 36" 30" 27" 36" • . t 60" 36" 42" 36" 36" 42" - SEPARATE BASE INTEGRAL BASE � 4 CAST - IN - PLACE PRECAST WITH RISER 72" 42" 54" 42" 36" 48" o y Issas F O ,R B 0 $. t "0" RING 84" 54" 60" 54" 36" 48" � � SIONAL s' 9 6" 60" 72" 60" 36" 48" 12" EXPIRES JULY I, 2007 I • MENCR GRAVEL BACKFILL FOR O Corrugated Polyethylene Stonn Sewer Pipe (Std. Spec. 9 B" 1 1 .ting i � ."yp PIPE ZONE BEDDING ®2 (Std. Spec. 9 ® (Std. Spec. 9-05.12(2)) CATCH BASIN TYPE 2 SEPARATE BASE PRECAST STANDARD PLAN B- 10.20 -00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Paterfeso 06 -01 -06 STATE DESIGN ENGINEER DATE m mavw.n vmnrKaa . .wo.w r N ONISZ � .hi SN�M D. Md7rwu notion A wvAMV /10.1.0".13.4.0 WI/ "YI°n Von... M WWI OWLS= 1' MIN - � 6 MIL PLASTIC SHEETING OVER THE - �� �. TOP TO BE ANCHORED A MIN. OF VARIES 7�j/: 18' BEYOND EDGE OF TRENCH MIN. - COMPACT BACKFILL TO 95% t S NON WOVEN GEOTEXTILE p ' PERF 1: FABRIC ALL AROUND 4 ' - : PIP l '! -'• GRAVEL BACKFILL FOR DRYWELLS =� ='' PER SECTION 9- 03.12(5) 2.25' 3.5' 2.25' (TiP•) (•) ('•) 8' CROSS SECTION DRAINAGE RETENTION BASIN APPROVED: 8 -11 -06 CITY OF YAKIMA - ENGINEERING DIVISION 1 RETENTION BASIN DETAIL I P1 SEE DETAIL R24 FOR TRENCH PATCHING ,/— ' EXCAVATION - PAYMENT LINE FOR PIPES 15 INCHES AND UNDER I.D. + 30 INCHES NATIVE MATERIAL SHALL BE USED FOR • BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. .<'. / i,- t %pea \� CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL c \ UNLESS OTHERWISE DIRECTED BY 1, THE ENGINEER. 1 UNSUITABLE FOUNDATION MATERIAL SHALL V '> . \ X.,W BE REPLACED WITH GRAVEL BACKFILL FOR SUITABLE EARTH FOUNDATION FOUNDATIONS CLASS B. (SEE NOTE) S4 TYPICAL TRENCH SECTION NTS City of Yakima - Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL TRENCH DETAIL I S4 CONCRETE APRON 7' MIN. OR TO R/W LINE WIDTH PER YMC 8.64.070 (WHICHEVER IS GREATER) SEE PLANS RP A RP - - -- 15 (MIN) • • • SEE PLAN .. . . . ' • • S E pLPN PREFERRED RAMP ' CONFIGURATION ALTERNATE RAMP CONFIGURATION CONCRETE 'f A FLOW LINE i.) JOINT MATERIAL VALLEY GUTTER VALLEY GUTTER SURFACING 6" ° a ° TO FLOW LINE —18 11" -- MIN. 4" COMPACTED DEPTH CRUSHED SURFACING, TOP COURSE 3' ■ VALLEY GUTTER SECTION A NOTES 1. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL BE SEPARATED BY 3/8" THICK, FULL DEPTH, EXPANSION JOINT MATERIAL. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 3. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL ( COMMERCIAL APPROACH I R09 5 1/2" 10" 1/2" R �� 1" R 2 1/2"-.2.2- 5" •-�- 2 1/2" - ' f -1" BATTE /1/2" R 1/2" R 1/2" R •-• 6 1/2 • e _ ,y 1 " R . , � 1" R1 • .1 5/8" REBAR ®10' O.C. , 1 i /� /� / /�l : t o 18" CEMENT CONCRETE BARRIER CURB CEMENT CONCRETE EXTRUDED CURB r - 1 1/2" R-\ FLOW i 1 LINE 2 "j - 6 1/2"j 25" 11" . l 1 r • / 1/2" R 1/2" RA r 9/16" I 18" l'-f :. . V a CEMENT CONCRETE DEPRESSED CURB CEMENT CONCRETE VALLEY GUTTER FLOW \1/2" R LINE TAPER 12" 16" R 6 " TO ZERO 1/2" R 9/16" "..--1" R _ r n -- 7' CEMENT CONCRETE t . • co :: SIDEWALK 19" R . •: • : •.. . m EXPANSION JOINT 00- 13" 11" �T 36" f BOND BREAKER CEMENT CONCRETE ROLLED CURB CEMENT CONCRETE PEDESTRIAN CURB CURB TERMINAL END NOTES 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 2. EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB & GUTTER. 3. ROLLED CURB MAY BE PERMITTED ALONG RESIDENTIAL ROADWAYS ONLY AND MUST BE APPROVED BY THE CITY ENGINEER. APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL I CEMENT CONCRETE CURB I R01 N 40 0101P ' d xi).- 114 11114 F� I ti O COLD JOINT CURB & GUTTER ,r ���. 2" CSTC (COMPACTED DEPTH) 6" WSDOT CL 3000 CONCRETE W/ COARSE AGGREGATE GRADING NO. 5 DISTANCE VARIES - SEE PLAN _ _ YMC 8.64.070 :s■N___ CONSTRUCTION JOINT CONSTRUCTION JOINT APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL 'RESIDENTIAL DRWY APPROACH I R08 ............ ............ . ....... .... ............................... .......•• • • ••••...... •• •••••• ......................... ........ ............ ............ ........ ............ ............ ....... . ............................... ............ ............ ...... FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. •.•.•.•.•..•.'.'.'.'.'.' THROUGH JOINTS ON EACH SIDE OF • • • • • AND AROUND EACH UTILITY APPURTENANCE. ® .'. NOTES : . : . : . : . : . : . : . : . : . : . : . : . 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 -1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO :•:•:•:•:•:•:•:•:•:•• • • • • THE CONCRETE w/ "V" GROOVES AT 5' INTERVALS. • • • • • • • • • • • • • • • • 3 . ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. :•:•:•:•:•:•:•:•:•:•:•:•: • 4. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL I SIDEWALK JOINTING I R10 • RP iim - CEMENT CONCRETE 9 tI� — - - RAMP PEDESTRIAN CURB RP 11' CEMENT CONCRETE 1111 ' II RP PEDESTRIAN CURB " 3/8" EXPANSION �. / / , I 3/8" EXPANSION 1 JOINT (EXPATYP) SION N JOINT (TYP) ra` JOINT (TYP) —.Wig C L il M C % 11111111111., , RAMP - TYPE 1 RAMP - TYPE 2 RAMP - TYPE 3 11' 5 5 . 4 . RAMP 2 • IL] RAMP LANDING '4 "4- , V t ...4. 1 .d. 2% _ 2% L I .�� CEMENT CONCRETE CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE SIDEWALK DEPRESSED CURB SIDEWALK CEMENT CONCRETE SIDEWALK DETECTABLE WARNING PATTERN DEPRESSED CURB DETECTABLE WARNING PATTERN SECTION DETECTABLE WARNING PATTERN DEPRESSED CURB (TRUNCATED DOMES) SECTION (TRUNCATED DOMES) (TRUNCATED DOMES) SECTION SECTION A SECTION B SECTION C • --------,,,, --, -....„....„...... -----\ / ISOMETRIC VIEW \_ 11 J �� ISOMETRIC VIEW -� -�_ ISOMETRIC VIEW � —� —/ NOTES 1. THIS DETAIL INDICATES MINIMUM SIZE, SIDE SLOPE, AND PATTERN REQUIREMENTS FOR ACCEPTABLE HANDICAP ACCESS RAMPS. 3. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT STYLE, NUMBER, AND LOCATION OF RAMPS WILL DEPEND ON SITE CONDITIONS. (CROSSWALK SEPARATION, CURB RADIUS, ETC.) OF RAMP ACCESS AREAS. AND SHALL BE INSTALLED ACCORDING TO THE PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 4. DETECTABLE WARNING PATTERNS SHALL BE CREATED AS SPECIFIED BY VANGUARD ADA SYSTEMS OF 2. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH THE SIDEWALK OR CURB & GUTTER, AND SHALL BE ISOLATED BY EXPANSION AMERICA, SNOHOMISH, WA AND SHALL BE AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. JOINT MATERIAL ON ALL SIDES BUT NOT AT THE END CF THE RAMP ADJACENT TO THE CURB. 5. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. APPROVED: 1.5.2005 CITY OF YAKIMA - ENGINEERING DIVISION 1 SIDEWALK RAMPS I RI 1 SEE PLANS COLD JOINT i S= �i —0.02 1,/ COMPACTED EARTH 4" WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 2" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION ri SEE PLANS 7-- COLD JOINT \\ --- , S = —0.02 • .> • f COMPACTED EARTH 6" WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 2" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" THICKENED SECTION APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL I CEMENT CONCRETE SIDEWALK I R12 WOOD POST FASTENERS STEEL POST FASTENERS SIZE / TYPE QUANTITY WASHERS LOCKNUTS SIZE / TYPE QUANTITY WASHERS LOCKNUTS 3/8" DIAM. x 4 3/4" BOLT 2 4 2 3/8" DIAM. x 23/4" BOLT 2 4 2 3/8" DIAM. x 3/4" BOLT 4 8 4 3/8" DIAM. x 3/4" BOLT 4 8 4 3/18" DIAM. x 1" SCREW 4 8 4 3/16" DIAM. x 1" SCREW 4 8 4 1 7/8" M -CLAMP 2 4 4 MAILBOX - SIZE 1, 1A, NOTES OR 2 (SIZE 1A SHOWN) / (/ ' (SEE TABLE, SHEET 2, 1. A socket and wedge anchoring system that meets the NCHRP 350 crash test � FOR DIMENSIONS) l/• criteria may be substituted in lieu of the anti-twist plate designs shown. Anti- ,/ '', ...-: ' 1 ,,, i twist plates are not required for wood post installations. ' 15" 3 ° 1 I " ' 2. The platform design shown on this plan features slots that accomodate several v " v types of mailbox supports, only those slots necessary for assembling the type PI 3116 x l" PHILIPS HEAD A I I. being installed are required. An adjustable platform may be used in lieu of this ® ( SC REW, 2 WASHERS, O //� design, but it must fit the bracket design shown on this plan. Brackets are • AND INSERT LOCKNUT WITH required for all single post installations Field drilling may be necessary. i NYLON INSERT (TYP.) - 4 SETS MIN. • • 3. Center the mailbox on the platform to ensure space for the mailbox door to open and to allow space for installing the fasteners (See ALIGNMENT �3 ° �• DETAIL, Sheet 2). Spacing of mailbox mounting holes vanes among man - a >, 3 >, PLATFORM ufacturers. Attachment of the mailbox to the platform may require drilling • ' . ® PLATFORM (SEE DETAIL, ® ( SEE DETAIL, additional holes through the mailbox to fit the platform. ® v SHEET 2, SEE NOTE 2) ®® SHEET 2, SEE .� o (� NOTE 2) 4. Attach a newspaper box to a steel post with two 1 7/8" Muffler Clamps spaced e 2 � :` 4" apart Field drill 7/18" holes in the newspaper box to fit Use 2 1/2" x 1/4" ADDITIONAL WASHERS ". lag bolts to attach newspaper boxes to wood posts. Newspaper boxes must - AS REQUIRED TO ® ® _ FILL GAP (TYP.) not extend beyond on the front of the mailbox when the mailbox door is dosed. ®; 5. A Type 2 Support (Standard Plan H -12a) is required when 2 or more mail - ®.• ®'' boxes are to be Installed on one support 3/8" x 4 3/4• HEX HEAD BOLT, 2 WASHERS & 3/8" x 2 3/4" HEX BOLT ROTC nNM.W4 NOT AlKLLBN 1176.0 DOCUMENT BUT AN...M xcnw,ax: • LOCKNUT, LENGTH 2 WASHERS & DIE x+a SWIEDIrn,eva .wo.vwno.��wu,Gnoa r.xmrovrU 4 n - x _ TO FIT (TYP.) LOCKNUT (TYP.) ( �ARSTp 11Y2" SHEET 2) •, 1 VT SHEET 2) �� pP RS 1• 3/8• x3/4" HEX BOLT �,(e ^' 4�' 'yG' 9 2 WASHERS AND -� �" 5 VVASHE AND 4• ANTI -TWIST PLATE (SEE DETAIL, V �� �- A� �� 4" SHEET 2, SEE NOTE 1) cC �` z C c �\ Ll a %I Ij . / 7/18" HOLE •... 7/i8;(31:::102; E (TYPHEX .) � E' Pe l S T E." `�� 7118" HOLE (TYP.) !C O (TYP.) 40700 C /' / , � ONA L ��yG 314" 1CL+l... *V UT 8 2 • 4 x 4 WOOD POST (SEE ' STEEL POST (SEE li ,, WASS (7YP.) !EXPIRES JULY 24, 20061 STD. SPEC. 9-28.14(1)) STD. SPEC. 9-32.1) 1 1 Oa :`� �� „ ' a MAILBOX SUPPORT ANTI -TWIST PLATE (SEE DETAIL, m , TYPE 1 m SHEET 2, SEE NOTE I) ! ••. n r�' " STEEL POST , � I l, �Cip STANDARD PLAN H -12 111 n? , SHEET 1 OF 2 SHEETS a 4 1 7/ I 8' MUFFLER CLAMP (1 7/8" M- CLAMP) Il 2 LOCKNUTS & 2 WASHERS (TYP.) ALTERNATE APPROVED FOR PUBLICATION ANTI -TWIST PLATE Harol J. Pet elfeso 02 -25 -05 WOOD POST ASSEMBLY DETAIL DESIGN STATE DESIGN ENGINEER DATE (SEE SCR SPE LP O S TIASS M DETAI Washington STEEL POST ASSEMBLY DETAIL Washington SOWS SOWS n . O.poNm w �m of T,uporwNon • MAILBOX & PLATFORM DIMENSIONS VARIABLE I. VARIABLE VARIABLE 6" TO 12" H I 0" TO 12" 1 0" TO 12" SIZE MAILBOX DIMENSIONS PLATFORM DIMENSIONS L W H L W H EDGE OF SHOULDER ' 1 19" 812" 812" 17" 8` 1` OR TURNOUT Z„._ FACE OF CURB -z ...... BACK OF SIDEWALK -2...._ 1A 21" 8" 1012" 19" 712" P I • 2 24" 1112" 1312 1` 1/2" 21" 11" \ - j ' k 7 12` _ SYMMETRICAL ABOUT I T T 2 3 /4" CENTERLINE i STEEL OR �c STEE OR . 1 STEEL OR �. in 7/16" z 1 1/4" 5118" z 1 1/4` WOOD POST WOOD POST WOOD PO b ST SLOT (TYP.) 1 1/8" SLOT (TYP.) �H� M , CURB TYPE in to i i VARIES SIDEWALK - - - .- !_._._. -. L. . ■ O :�i�v��ha \ � /i er��v °i�viv�o v�o� /i�v vv T 0 0 O O AT EDGE OF BEHIND CURB BEHIND SIDEWALK SHOULDER * UNLESS OTHERIMSE SHOWN IN THE PLANS } MAILBOX PLACEMENT SECTIONS q (7\ 3/16" (TYP.) J L 5/8" R (TYP.) END I MAILBOX, PLATFORM, & POST TOP MAILBOX /8" 1/4" z 5/B' _ ...5 - SYMM. ABT � SLOT (TYP.) MAILBOX MOUNTING HOLE (TYP.) T— I 1 SPACE PROVIDED ON BOTH E NDS TO ALLOW ACCESS TO SIDE a FASTENERS (SEE NOTE 3) Z. � PLATFORM PLATFORM DETAIL j Q 1 -I 1 SYMM. ABT q Z,,. _ 7/18" DIAM. HOLE PLACEMENT FOR HOLE (TYP.) ALTERNATE DESIGN (TYP.) � 4'- 3'MIN. - ALIGNMENT DETAIL POST TO POST al 111 Y '_ = ' = = ..- BA RSTO k 23/4^ 23/4 "H II � � o f wes 1 � .--- . 6 .- } > �y III SUPPORT �Q ' ���$ / T 9 1 §7I- �' - -'- I 1 1/4 1 FOR DETAILS .V. 5 �. " °`' Z • t -� L —.� �-- SEE STD. PLAN H -12a R' gF 7/18` DIAM. 8" ? ^i ;, ' TOP HOLE (TYP.) NEWSPAPER NOTE 4 O 9 F C(S T 2 $0 4w HOLE (TYP.) 1 , 1n° ANTI -TWIST PLATE DETAIL �,r c, -. .- - W g/W / /V/ fer r/ r4 J 4 V \"VV jEXPiRES JULY 24, 20061 1 B� D b j MAILBOX SUPPORT . tO ▪ ♦ 1D ANTI -TWIST PLATE - SEE DETAILS % Z \ \ b, TYPE 1 SHEETS 1& 2, SEE NOTE 1 I 1 % w — — — —� ' P STANDARD PLAN H -12 } 1• SHEET 2 OF 2 SHEETS 2" SIDE ISOMETRIC APPROVED FOR PUBLICATION STEEL POST WOOD POST Harold J. Peterfeso 02 -25-05 FRONT NOM 71111111,1181.7,120.46.144.9111■600IXANSWAITAMISUMPOCOLIPLCATIL AIWA 7. UnU"uL auvm�r ME nM1..711. uiwroxge STATE DEMON ENGINEER DATE r BRACKET DETAIL ,,.a,,, "A' ""7°""'"1.°19' °" A°°°""""°"" ® POST PLACEMENT DETAIL wo.l m,a Stnl. D.pod . of Transportation bNon MAILBOX .. SIZE 1, 1A, OR 2 NOTES (SIZE 1A SHOWN) (SEE TABLE. P9 STD. PLAN H SHEET 2, 1. The anchoring system shall meet NCHRP 350 crash test criteria. Use a socket • FOR DIMENSIONS) and wedge system, or the anchoring system supplied by or recommended by the Type 2 Support manufacturer. m 2. A maximum of 5 mailboxes may be installed on a Type 2 Support g ' 3. The Platform design shown in this plan is detailed In the PLATFORM DETAIL, 5 3/16" • 1" PHILLPS HEAD SCREW, / ` Standard Plan H -12, Sheet 2. This design features slots that accomodate several 2 WASHERS, AND LOCKNUT types of mailbox supports; only those slots necessary for assembling the type WITH NYLON INSERT (TYP.) �.. SNOW GUARD - WHEN REQUIRED being installed are required. An adjustable platform me be used in lieu of this - .4 SETS MIN. (SEE DETAIL, SHEET 2) platform design. Adjustable platforms must fit the 1 7/8" M- Clamp. • U ' I 1 4. Center the mailbox on the platform to ensure space for the mailbox door to open o M /t r I v ' p t , and to allow space for installing the fasteners (See ALIGNMENT DETAIL). 0400pO0°00 Spacing of mailbox mounting holes varies among manufacturers. Attachment of Op0040pO0e q . the mailbox to the platform may require drilling additional holes through the ADDITIONAL WASHERS i p OOp mailbox to fit the platform. - AS F RE RED T m1 r r pp OpO p pppp p p ppp � � " O : .... . `rp, 9pp0ppp 0 0pp 0 0pp 0 0pp 0 0 pp 0 0 f 5. Attach a newspaper box to a Type 2 Support with two 1 7/8" Muffler Clamps . ' ` `�p p 0 p 0 p 0 p0 s aced 4" a art Field drill 7/16" holes in the news a r box to fit News a r yy °r r0 1 0 r 0 0000,0 0 o0 0 p 0 00 0 p 00 boxes must not extend beyond the front of the mailbox when the mailbox doge " 6 4 1 / /p Is closed. '' % i r r 91 � CS 4 ° l. PLATFORM - SEE NOTE 3 '' t J� S' Ci M MAILBOX, PLATFORM MAIL' 1 7/8" MUFFLER CLAMP & SUPPORT #*' 2 WASHERS AND 2 LOCKNUTS (TYP.) MAILBOX l ' L-, L j gAxsro /I'., ,. MAILBOX MOUNTING HOLE (TYP.) 4 OE wASy ' _ o V :;:1:1: SPACE PROVIDED ON BOTH a 0 ENDS TO ALLOW ACCESS TO FASTENERS (SEE NOTE 4) - PLATFORM A ''F D p 34092 �O F' F FOr STER TYPE 2 MAILBOX SUPPORT it � ECG . NEWSPAPER BOX (SEE STD. SPEC. 9-32.7) !EXPIRES JULY 24, 20061 , - SEE NOTE 5 ALIGNMENT DETAIL SEE NOTE 4 MAILBOX SUPPORT TYPE 2 STANDARD PLAN H -12a ASSEMBLY DETAIL SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION a j Harold J. Peterfeso 02 -25-05 AWE DEMON ENGINEER GATE 6 ACM 7MONO AL mem.r u N 'A ` u:xiaaiw,m°"""OMR. W &,In ron 9." D.p�notnt.4 .po.rmlon w T O '" v rr mvn nuvA�rw,MN.b rom .1Cwrrrnnwu -„ - ,�7 VARIABLE H VARIABLE J VARIABLE I 6" TO 12" -1 0" TO 12" - I 0" TO 12" EDGE OF SHOULDER OR TURNOUT Z, Z� FACE OF CURB BACK OF SIDEWALK Z. i ------..,_ : . A 1.6 ( fYPJ 1" z 1" z 1/8" ANGLE ANGLE IRON -X -K 1/8 V I � � In,. io CURB TYPE O��QOQOQ TO�Q�Q�O�O�Op0v0�OQ (��Q�Q�Q�OQQDO� TO�Q�OQOQQp000C VARIES 000000000000000 000000000000000 1/2" RAISED SIDEWALK 000000000000000 00000000000000( EXPANDED \,,�,,�,,- „,.,,,..,,.,,�,,� �� � , ,,.,,.,, .,, „,,,,,.,,., 4 000000000000000 000000000000000 METAL \ \� \ p \ p� ° ” L. 000000000000000 00000000000000( 4pV wwO j� u in 000000000000000 000000000000000 \ OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOC QQQQQQQQ QQQQQ p�QQQQQQQQQQQQQQQ 1/8 AT EDGE OF BEHIND CURB BEHIND SIDEWALK AAAAAAA ( AAAA AAAAAAAAAAAAAAf L SHOULDER i. tth it?i * UNLESS OTHERWISE SHOWN IN THE PLANS 1t2” RAISED J MAILBOX PLACEMENT SECTIONS EXPANDED METAL SECTION OA MUFFLER CLAMP FRONT VIEW 7/16" DIAM. (TYP.) h1/4" 1/4I N N N W W W W BOTTOM VIEW SNOW GUARD DETAIL 4 3" MIN. 4' • 3" MIN. SNOW GUARD -WHEN REQUIRED, ■ I PLACE ON LEADING END OF _ til SUPPORT (SEE DETAIL) 12,) ! I 121 , , ea , 1 iid , _....;.....,......,.... 1 5" MIN. BETWEEN OARSrO MAILBOXES NEWSPAPER BOX \Q OF WASy/ , y H -SEE NOTE 6 S 5' gt, G x ! z 1 4,,, -;''' t -,....:, , 4 o 042�0 F, j 0 �� � 7 '' 7 / ; \� \ ; / / J ; ; v ii - G G � /4 y � \�� ''. 4111 EXPIRES JULY 24, 2006 » , , r % ' ANCHORING SYSTEM - \� \�/ P (SOCKET AND WEDGE SHOWN) � � \/ MAILBOX SUPPORT \ ` SEE NOTE 1 TYPE 2 tG i/ STANDARD PLAN H -12a s/, SHEET 2 OF 2 SHEETS MAILBOX SUPPORT TYPE 1 MAILBOX SUPPORTS TYPE 2 APPROVED FOR PUBLICATION (WOOD POST SHOWN) FOR DETAILS Harold J. Peterfeso 02 -25-05 SEE STD. PLAN H-12 NOM rxaw.1.107 lea,ceVVerewwa om..arour wnccrzv.cowrwre RATE OE.SIGN ENGINEER DATE N1.0411wv VMS or npl ncowwcogoor' Wmhlnpbn Mc". D.pe cno., d TcvcupoNOlton SPACING DETAIL -" ■ 9 1/2" MONUMENT CASE TO BE SATHER MFG. CO. 8 " #2022 OR APPROVED EQUIVALENT 7 1/8" ij -1 /2" 6 5/8 " ► 3/16" WIDE BEAD, 1/8" HIGH 8 1/8" MONUMENT CASE MONUMENT CASE 1 1/2" CLASS "G" ASPHALT (COMPACTED DEPTH) 12" MAX omur. r / / / / / / / /b //////// / / / / / /// i . / / / / / /// / / / / / /// /7/7/7/, 6" CLASS 3000 CONCRETE j 2" ALUMINUM, BRONZE OR BRASS SURVEY CAP CRUSHED SURFACING TO BE 5/8" REBAR - 24" LENGTH MIN. PLACED AFTER PLACEMENT OF MONUMENT CASE SUFFICIENT TO SECURE MO UMENT NOTES 1. MONUMENT TO BE PLACED AFTER FIRST LIFT. 2. TOP OF MONUMENT CASE SHALL BE 1" BELOW TOP OF FIRST LIFT. 3. MONUMENT CASE TO BE PLACED AFTER FINAL LIFT OF ASPHALT. 4. IN UNIMPROVED ROADS, THE MONUMENT CASE SHALL BE SET WITH THE TOP OF THE CASE 6" BELOW EXISTING GRADE. 5. WSDOT CLASS 3000 CONCRETE WITH AGGREGATE GRADING NO. 5. APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL 1 SURVEY MONUMENT 1R15 I 1 2" NPS,SCH. 40, I 2 3/8" O.D. TENON 8' (TYP.) OR OTHER LENGTH AS SPECIFIED -I 3` L I I DAVIT ARM 6063 -T6 ALUM. TAPERED -------....N.\ \ \ PHOTOELECTRIC 6" X 3 1/2" X .188" WALL, SATIN 12" MIN. DISTANCE REQUIRED • • •L LEVELING PAD GROUND FINISH, 80 GRIT. TO REMOVE DOOR / R 5 ° -9" ADJUSTABLE FOR 1 1/4" a , ! A` THROUGH 2" PIPE • _ I M400A CUTOFF POWR. /DOOR LUMINAIRE SLIPOVER JOINT, -SHAFT INSERTED 12" USE WATTAGE 400HPS INTO DAVIT ARM, (2) 5/8" X 7" LG. S/S — -- HEX HEAD BOLTS, -NUTS, FLATS & (TYPICAL) LOCKWASHERS LOCK THE ASSEMBLY. NOT TO SCALE . o ° I in I M M 6063 -T6 ALUM SHAFT TAPERED `o 8" X 6" X .250 WALL SATIN GRUOND FINISH, 80 GRIT 0 ELIMINATE ALL SLACK INSULATED GROUNDING HANDHOLE BOND BUSHING / 4" X 6" FLUSH HANDHOLE C/W S/S HARDWARE & GROUND WIRING INSTALL COMPLETE WITH BOLT COVERS 2" NOM. GROUT PAD WITH 1/2" GRAIN HOLE _ /' QUICK DISCONNECTS CAST ALUM. SHOEBASE (COMPLETE) // STD. SPEC. 9 -29.7) �• uAX_ STREET LIGHT BASE SHALL BE FLUSH WITH O �`IA i�` SIDEWALK AND /OR CURB 0 SIDEWALK r FLUSH WITH ‘ 1 7 1 " CHAMFER CURB \k 2% in nt SIDEWALK ANCHOR BOLTS ] l • MI®I 4 REBAR • • I . • ° 8.5' 1" CONDUIT . r ...... 18" (MIN.) BELOW TOP OF GRADE STREET LIGHT POLE NOT TO SCALE ' ° PORTLAND CEMENT CONCRETE CL 3000 30" ROUND WIRING DETAIL LIGHT STANDARD (TYPICAL) NOT TO SCALE • APPROVED: 10 -8 -03 CITY OF YAKIMA - STANDARD DETAIL 130' -35' ALUMINUM STREET LIGHT' El 120 V • — C2 TEST SWITCH — II • • 1 CON • t PHOTO ELECTRICAL —IN— C 0 ONTROL \\_ IN SERVICE EQUIPMENT WIRING DIAGRAM FOR LIGHTING CONTROLS � fr 1 1/4" RIGID STEEL CONDUIT TO 3 —WIRE ��� WEATHERHEAD (3) AWG NO. 2 CU. THW PHOTO— ELECTRIC CONTROL AT APPROX. I 33 FT. MOUNTING HEIGHT "' 3/4" RIGID STEEL CONDUIT, STEEL TRAFFIC SIGNAL POLE Et (3) AWG NO. 14 THW METER BASE — TYPE AS REQUIRED BY PP &L MYER'S HUB up M MYER'S HUB i l l LOCKABLE SERVICE EQUIPMENT I 11 1 STREET LIGHTING CONTACTOR ENCLOSURE L 2" RIGID STEEL CONDUIT (ALL EXPOSED CONDUIT IS RIGID STEEL) ENTRANCE TO POLE --.. AWG NO. 6 COPPER GROUND FINISHED GRADE r,' _ APPROVED GROUND CLAMP / - 0— 5/8 "x10' COPPER —WELD GROUND ROD t / STEEL SWEEP ELBOWS 2 — 2" SCH 40 CONDUIT 1 TO JUNCTION BOX Es ELECTRICAL SERVICE (120/240) w/ LIGHTING CONTROLS NTS City of Yakima — Engineering Division APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL I ELEC. SERVICE W/ LIGHTING 1 E8 1- W 1 - z m ALL CONDUIT TO CLEAR LOWER a CENTER BRACE OF CABINET BY < 1/2" / MIN. M ANCHOR BOLTS AND DATA FOR ° N i-- I SPACING TO BE SUPPLIED BY m CABINET MANUFACTURER • • Al' SHIM TO PLUMB 4" SLIPFITTER i i - P „' L # BAR EACH CORNER ° 4" GALV. STEEL PIPE Z _ •!a 3" x 5' HANDHOLE WITH COVER y `O iiuiiI t. 5/8" x 24" x 4" GALV. STEEL 1" MIN. ANCHOR BOLTS 1 # HOOPS 2" MAX. 1" MIN. I 3/8" DIA. PLASTIC DRAIN TUBE 2 MAX. #4 BAR EACH CORNER .in. CAB BASE 3" MAX. PLUS 2" a � 2 1/2" -0-- —I.- -•- 2 1/2" b 6" 18" 1 MI� - .-� In r i I I II 1 #4 BARS ® 1' CENTERS �- 111 1 F 1� I I 11 1 ■ I 1 / I t III; I y --.0 1 I I I W N I I I I 2' -Q' n a `' ' C. C, L #4 BAR EACH (SQ. OR RND) co v) c..„ .�— — CORNER " III U d I I I #4 HOOPS PEDESTAL MOUNT M +I 11 NOTES / 1 11 1 \ 1. PAD AND PEDESTAL MOUNTS SHALL BE CLASS B CONCRETE UNLESS I I I I NOTED OTHERWISE ON THE PLANS. II I u u LOCATE CONDUITS CENTRALLY IN FOUNDATION. INSTALL ONE 2. WHERE PAD OR DEDESTAL MOUNTS ARE LOCATED IN A SIDEWALK, SPARE 2" CONDUIT AND CAP. CONSTRUCT MOUNT TOP FLUSH WITH SIDEWALK GRADE, OMITTING N OTHERS AS REQUIRED. CHAMFER WHERE TOP AND SIDEWALK ABUT. PAD MOUNT 3. PAD MOUNT DESIGN IS TYPICAL, CONTRACTOR SHALL UTILIZE CABINET MANUFACTURER'S SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL 4" 9" GALV. PIPE FLANGE SUBMIT FOR APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION ir AND ANY RELEVANT SECTION VIEW. / B4. EXPANSION ANCHOR BOLTS (KWIK -BOLT, WEJ -IT, OR EQUAL), MAY / FOR 4 (MIN.) BOLT HOLES BE USED TO FIT CABINETS TO EXISTING PAD MOUNTS. 3/4" DIA. EACH 5. PEDESTAL HEIGHT MAY BE REDUCED TO CONFORM WITH 7' MAX. FOR ENTIRE UNIT. PEDESTAL BASE DETAILS E10 CABINET FOUNDATION DETAIL NTS City of Yakima - Engineering Division APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL I CABINET FOUNDATION DETAILS I DO END CHANNELIZING DEVICE SPACING (FEET) SIGN SPACING = X (FEET) NOTES ROAD WORK i G20 (EXCEPT FOR FLAGGING REOUIREMENTS) MPH 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING PH TAPER TANGENT Rural Roads 45/55 MPH 500' + - HOURS OF DARKNESS, 50/65 40 80 Urban Arterials & , 35/45 30 60 Rural Roads 35/40 MPH 350'+ 2. EXTEND DEVICES TAPER ACROSS SHOULDER / . Rural Roods 25/30 20 40 3. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS � Urban Streets 25/30 MPH 200' + - OF TRAVEL ON THE HIGHWAY. �,P Residential Areas & Business Districts 4. RADIO COMMUNICATION RECOMMENDED BETWEEN Allsigns are block on orange FLAGGERS. REQUIRED IF FLAGGERS DO NOT HAVE CLEAR p unless otherwise designated. VISION OF EACH OTHER. 0 1 o \ 7 p \ / ° 441 YRo A BUFFER DATA ** O PTIONAL IF 40 MPH OR LESS �. PO BUFFER SPACE B ■ END , C` = -4 ' 4 ' ") SPEED (MPH) 25 30 35 40 45 50 55 ROAD WORK , ��� ` s - >'' , W20 7A LENGTH (feet) 55 85 120 170 220 280 335 _ / , �• , < a p 4, PROTECTIVE VEHICLE ROLL AHEAD DISTANCE . R G20 - 1 ''' / j4 VEHICLE TYPICAL VEHICLE POSTED STATIONARY •0120 TYPE LOADED WEIGHT SPEED OPERATION / f %. • f *r BE (LBS) (mph/ (feet) / i + PREPARED W 20 - 4 YARD imid6 ` 0 STOP DUMP TRUCK 24.000 50 -55 75 i f r iNE LANE 45 50 i RO 2 TTN ' f , ' , • T AHEAD W 2Q- I CAR GO TRUCK 15.000 5 45 5 105 C ROAD 1 TON WORK CARGO TRUCK 0.000 5 -55 50 BE W20 7A } AHEAD 45 100 PREPARED 4)4`r \ ROLL AHEAD STOPPING DISTANCE ASSUMES ORY PAVEMENT. 0 STOP N./ \ /y/ INE LANE ""W20 7B ROAD ROAD si - ‘J...11 0' Kim ROAD AHEAD SP 1 PV P.�aF we sit % 0 STOP G20 -2A W20 -4 WAIT FOR WORK 20' X 16' AHEAD PILOT CAR R 4 W20-I USE THIS SIGN y ,. IF NO FLAGGERS 0,, AF OI5TE A ..o \ ,'� ARE ON DUTY. ss /ONAL E CG LEGEND FOR PILOT CAR OPERATIONS THE FOLLOWING SIGNS SHALL BE 'EXPIRES NOVEMBER 23.2003) N SIGN LOCATION TRIPOD MOUNT REQUIRED TO SUPPLEMENT THE SIGNS SHOWN ON THIS PLAN. ALTERNATING ONE -WAY 0 0 0 TEMPORARY TRAFFIC CONTROL DEVICES SP -1 TRAFFIC FLAGGER CONTROLLED G20 -4 20' X 16" OR PILOT CAR CONTROLLED di 4' C FLAGGING STATION 36" X 18" R/W STANDARD PLAN K -3 PILOT CAR SHEET 1 OF 1 SHEET Ia PROTECTIVE VEHICLE FOLLOW ME WAIT FOR APPROVED FOR PUBLICATION (WHEN SPECIFIED IN CONTRACT) PILOT CAR (ON PILOT CAR ) Harold J. Peterfeso 12 -20 -02 - - -- EXISTING STOP BAR re n..nwrI.TA e ° ..nw� .cIMNICAc iiATEOE°NENODEM DATE RAOADEEDED)ACHES DESNA n, 0,„.®,,,,.n,AIOA rO,a,,IAK.11waq,w,w,.. nnaorwnwrnnw.u•onAnsA Am- innronANID Wil Wo•h4pron SwN D•porhn..n of Tron.ppmKOn wuv�a <n ■ ■ SIGN SPACING = X (FEET) CHANNELIZING DEVICE SPACING (FEET) BUFFER DATA . • Rural Roods 45 MPH 500't- Urban Arterials 35/40 MPH 350'"- MPH TAPER TANGENT BUFFER SPACE : B r Urban Streets Residential Areos & 25/30 MPH 200' + - 35/45 30 60 SPEED (MPH) 25 30 35 40 45 Business Districts 25/30 20 40 AIIsIgns ore block on orange LENGTH (feet) 55 85 120 170 220 unless otherwise designated. n V v W20 - 1 High Level � WO ROAD 96" min Warning Device R4 -7 WORK B/W AHEAD END ROAD WORK 620 - 2A X N n a a 0 a CO o 0 0 • 0 • 0 0 0 0 a a a a a . lX 41 41 ap a a a 0 -- • - - j //,377,7/ o n a a° - DFo > 0 a a a ° 0 0 0 d 4 I a a° o 0 a ., ° a ° p 0 ° q n o n a ° a n n n a a p X 20:1 TAPER B 500' MAX. 1 �p.1 0.A-4v, . 10' MIN TO EDGE OF G20 -2A ROAD ' END WORK Q� wA 61i> > PAVEMENT OR OUTSIDE , ROAD ' EDGE OF PAVED SHOULDER WORK B SAME TA FOR ALL SIDES. - '' AHEAD y '.. W20 -1 - o p c1521 3 io IV 'D 8' ph, STF G1 s 'ONAL E� )EXPIRES NOVEMBER 23.20031 WORK IN CENTER OF LOW- VOLUME ROAD LEGEND STANDARD PLAN K -23 C1 SIGN LOCATION - TRIPOD MOUNT SHEET t OF 1 SHEET 0 0 0 TEMPORARY TRAFFIC CONTROL DEVICES APPROVEDFORPUBUCA0ON Harold .1. Peterfeso 12 -20-02 NOM 7.P.MISMOTA 1.1.1.194.113$.2 STATE DESIGN EHf3RS.ER MIT neawvay. ruwDArr 4R7I .10.1? D.mro M...T.,n Hm Y Wa 14 gt.a SW. D�palm�^�o(TrvmPOrlo t AY A ... •74TEMRmvrtcfM OICIAnma AmrvwrA[mu� •„ l_ ,,,,,49, _ _ LJ LJ / .. ! ( fsr • ,.-W : � w. No H ill bip • ,.. i enin an IIi :t I I JIIII HO FAMY „,,. \ _ . ._ _.. F '� CHHRCH 11 _.. � '�'�� R econstruction I. 1111 N 11 Ilk f i III t � E II � S. 74th Avenue to S. 80th Avenue I: w .,,o . °� W E AVE _ _ ... .I City of Yakima Project No. 2012 S ' ® w WIDE HOLLOW SCHOOL , [ Project No TIB# 8-4- 039(021) -1 - r .memo.. ' �� _ 11 Y 2 i: SHEET INDEX I il ect A re �-' � " '” " (l _ Station Limits [ti ;� a, CRUX �"- — Sheet From To Description ----"-----. z _ - -;�� ` 1 Legend, Luminaire Schedule, Notes "4__/ 2 1 +00 5 +50 Plan & Profile Nob Hill Blvd ' 3 5 +50 10 +50 Plan & Profile Nob Hill Blvd 4 10 +50 15 +50 Plan & Profile Nob Hill Blvd �� 5 15 +50 21 +00 Plan & Profile Nob Hill Blvd _ 1 VICINITY MAP - - - - SCALE 1" =1500' � i k ■ Yakima ‘1 - . • • • .. , .., 0 ;,-,..... , • . t PLAN DISCLAIMER i ■ °F ` `" -� ( z � j r " " � H' �� ;, ; All-America City UNDERGROUND FEATURES SHOWN HEREON REPRESENT 87 ;Os' � 9y , 11 % » : . BEST AVAILABLE INFORMATION AS OBTAINED FROM LOCAL Y �, ` d RECORDS AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR . ,.. ' x, r ' ' IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL o UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL 4 s o ti 1 " ' r 1 S IONAL El –� ( – p �+ s , EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO � '-1"'-.-&-_, ' `` • • - 4,0 ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE (EXPIRES 10/13/2007 1 11. "" � -. ( i1 1994 NUMBER LOCATOR SERVICE: 1- 800 - 553 -4344 11 t ' �, � 'r August 2006 - % Federal Aid Project Number TIB# 8- 4- 039(021) -1 C 0 LEGEND "( -- EXISTING RIGHT OF WAY E . EX. EDGE OF PAVEMENT . GENERAL NOTES SD NEW STORM DRAINAGE }' � o � T T EX. U/G TELEPHONE 0 c - ac 1. ALL ROADWAY DIMENSIONS SHOWN ON PLANS ARE TO BACK OF CURB P EX. U/G POWER - ' CD z E w EX. WATERMAIN 2. CONTRACTOR SHALL MAINTAIN ONE (1) LANE OF TRAFFIC GAS EX. GAS LINE U U.I 2 r AT ALL TIMES DURING THE COURSE OF THE PROJECT UNLESS OTHERWISE APPROVED. x x EX. FENCE 3. ACCESS TO EXISTING RESIDENCES AND BUSINESSES MUST BE s EX. SAN. SEWER " �.. MAINTAINED DURING THE COURSE OF THE PROJECT �: s NEW SAN. SEWER , IL 4 . SIGNPOST SOCKETS WILL BE FIELD LOCATED BY CITY FORCES ®' . LUMINAIRE SCHEDULE NEW ELECTRICAL CONDUIT RUN 5. ASPHALT ROADWAY PAVEMENT WITHIN LIMITS OF NEW Q___ Luminaire # Station Offset Mnt Ht Lamp Watts Arm Length ROADWAY IS TO BE REMOVED. 1 NEW JUNCTION BOX 1 1 +34 31' LT. 35' 250W HPS 8' 2 2 +64 27.5' LT. 35' 250W HPS 8' 6. MAILBOX SUPPORTS ARE TO BE FIELD LOCATED. ,Q EX. FIRE HYDRANT 3 4 +04 27.5' LT. 35' 250W HPS 8' 7. CITY FORCES WILL PERFORM STRIPING ON ENTIRE PROJECT pQ EX. WATER VALVE 4 5 +44 27.5' LT. 35' 250W HPS 8' 8. ELECTRICAL LIGHTING CIRCUITS & SVC. DROP LOCATIONS ®. EX. WATER METER 5 6 +94 27.5' LT. 35' 250W HPS 8' TO BE DESIGNED & CONSTRUCTED BY CONTRACTOR 6 8 +34 27.5 LT. 35' 250W HPS 8' 9. ALL RESIDENTIAL DRIVEWAYS SHALL HAVE A 4' (APPROX) ASPHALT OR [] EX. MAILBOX ( N N 7 9 +59 32.4' LT. 35' 250W HPS 8' CONCRETE DRIVEWAY APRON CONSTRUCTED BETWEEN THE BACK OF C > 8 10 +74 27.5 LT. 35' 250W HPS 8' SIDEWALK AND THE EXISTING DRIVEWAY AS SHOWN ON THE PLANS. TPE EX. TELEPHONE PEDESTAL N .. N 9 12 +14 27.5' LT. 35' 250W HPS 8' LT EX. YARD LIGHT Z 10 13 +69 27.5' LT. 35' 250W HPS 8' NEW STREET LIGHT O ao 11 15 +19 27.5' LT. 35' 250W HPS 8' NEW CATCH BASIN (TYPE 1 OR 10 o_ II ( cij -94 12 16 +69 27.5' LT. 35' 250W HPS 8' O 1 p 13 18 +31 28.4' RT. 35' 250W HPS 8' Q■ NEW TYPE 2 CATCH BASIN cg 14 20 +02 29.2' RT. 35' 250W HPS 8' Q EX. SEWER MANHOLE m Q ca CONSTRUCTION NOTES D EX. CATCH BASIN = o ❑e EX. GAS METER . O ADJUST TO FINISHED GRADE I Pv EX. POWER VAULT Z U 0 TO BE RELOCATED BY NOB HILL WATER IPTI EX. PAD MNT TRANSFORMER EX. TREE O 3 RELOCATE MAILBOX TO LOCATION DETERMINED IN FIELD NEW ASPHALT PAVEMENT O TO BE RELOCATED BY PACIFIC POWER NEW CONC. SIDEWALK 1— c = O 5 INSTALL STREET LIGHT BASE & POLE AT LOCATION SHOWN c c ° C d) II O6 CONSTRUCT WHEELCHAIR RAMP PER DETAIL w co 1T3 I' U . c O 5 U O7 TO BE ADJUSTED TO GRADE BY OTHERS • m . a 0 2 > 0 TO BE RELOCATED BY QWEST 9 ROTATE DID MANHOLE CONE TO PLACE COVER IN NEW SIDEWALK cn co AT FINISHED GRADE. X 03, E R Sh' o CONSTRUCT 10" PVC SEWER MAIN AS SHOWN. CONNECT TO � '� �P 4. o f A SX � A t'r o i 10 z m EXISTING STUB AT STA. 9+29.15 (26.5' RT.) L 4 T - ' ti AI o aa) in 11 RESET EXISTING CHAIN LINK FENCE C � ' as,i 4 ' I - DATUM c9 2 O a C O .p 39407 rty c •E ° ,f> REt;1STERE9 O j 1 6 '''ioNAL Y, 3-I 1 — V j . I EXPIRES 10/13/2007 I ELEVATION DATUM: W. 1/4 COR. SEC. 29, T. 13 N., R. 18 E.,W.M. 2 -1/2" BRASS CAP FOUND ELEVATION = 1183.38 ii I j Evangelical Ch of Yakima (�J lui F AID NO- C //, $ I I / / / /// ,/, m TIB# 8-4-039(021)-1 POLE BUILDING I IZ Iw ._ 0 1 3o o' I I CURB R ETURN DATA 3 w W E g. '- In� _ PC 1 +12.39 (50.77 LT) 1184.12 • 1183.56 w 1 T s � C 1,-, © MC S- O w , 71 0 :�720LT 11 8300 U ( 181329 23474 (� F- x Z r.'3 LAWN LWN LAWN © I - a © Q o • GRAVEL DRIVEWA i O �e O RAY © „ o , O3 _" � � '''z � - _ -- - � + .mss. w' e�� - ' c ..; : ;;+- a. �. ,,, n- ;r-: ... ,.A::�.. nn - .:.. _. _. � -, :.�.r...�:.� s:r� .._.s�,.. ._ ..,.. .'> , - •"x` -'-. . <z i:Y ,. 1-: -h � Y V <.. ,� :v,,.. �� �_ ; ''., x. -, _ _ _ ,. .;?.1 s max. r � . - "C "?'. .9i. , .,�_ � �' �_�r <s? r0- � V .✓: fn..A.Av. +: .. .:e -..... . - :. -%.,,. .3'. ,_.,a.. .�,,. ,G - 3,.. ± < -"n.. ,._ ,, .3"-. rc a }.'... -.n,: W � 1 t �F.a -� r . �.'��"�.��.�i"� 0-.r. ,�',�_.,.,,,"'" - '. s .. _ _,. _..x ., `:'^n# - '� £ � . 'u" x����xi`',�ea�:�.. " ��.w.<.:..., - •--`' :��-:' s;a'a�,,,,�'^�.�� „� "�"���� > �:. ,�� -n N • � ; . m' ",� . s UW ,.: .K�.. ��Y: .. x, :,?' 7^.` ..... _.-a - , ., ,..- ,e �: a� ,$ , - '9.. • �-r- �.,, .::.: f,, �r,� � ... .� .,.� . .,.,,.. H . � :r-,:-... 1..._ . DRIVEWAY �., ... < � �b� ;�;. .f., .� ,.. _ € ., ...R - . ,. - .. _. � - If' ... ,. '.....� .._- 3 GRAVEL D t .. .., _. \ r . .. '77. '"�,�. -� .: t -:. fi .�. r. ..z. -.. -. ..� � :; ,, ,/ ,� � �', :�� s -' -�� � x" �a� ».7�a,K ,� = s��..:. �&-_ ��'.m. z.� .w.b..�3. �' � .�� � zH �: la ..._ . .�:. . a 7i:- .n. S . - ,,. .�+'Fl`.x c. ' n . ...y :.x .- .� .. - x . > _. 6 . _... ,,..r ,. . pp _ . 1 . - r .. .rc " z � •A lie: S�r .. r. � .. r 4 ,_ c'p, � . ., ." , '.+'_ l:. ..,, .. .. .. r ,.. ._ , � ...- ;:: 5] ,.. . -,.. ,a x _ . .,. rr _ �_ . . -z., ., _ .e,.<.., d' .. , ,^.,.E _ ,.. om �...� . ,... _ - 29 ''. ' < a. _ , ', ... z "' � ,�,... ,,, '' ..1' J : n _..�.:. w • , - a ,. - .._.. r:., ....... 7 ':� ..; . M``,..... .- ,.. -:.. � .u.. .�. ........ x T z.f�� -,x ,.. . .'�'� .. s... ,:..a . c .,. , ,,... _. .. _ . "� -._ ' b . . , . - ... .i: .; :: �' ._ ..e _ L'F. 9� -_. ' = .,. .. ,.. .. .. ? � h . ' ... _ .,; >, ... _ � ....: I ,- �3 ■ ■I tl ■ .,, . - :.. x ,.. _ . - - r..._.,. ' ..x. � ¢ • ...._r ' . '• - i 6 1ff1L43P < 9. 1 #{ .` � 1 TPED GU? OR � - ®� d_, ---- 1 T -u P CN ";:. _ l I- O �, GAS - S GAS - - GAS GAS GAS G GAS GAS • N 0* • R� � sir VW iikk -°--;!--s''''''''-'1'.'" ..u�� W T �.4 7w • CHAINLINK FENCE CI'!�P TRAN / 6 w w � ( 181329 -32003 ) rez Iw o ii 4 CDNC. SLAB GARAGE Meadowbrook Mobile Home Court U 0 J � � I o a �, I' .�� � 5 } ( 181329 -32002 ) E R S 1 U Q cal AO A �� j• _ \v `' p FAS . .it s C >. O z ca � � �I% l!r ` `� ANC . T CD Q CV 2 • i,16, Ant ��:? 'W. : �- .! .� `- m._ E / ,` P � O k Tp / �� -" r 6 .�i1►t11�ir FENE \ 4 ' '" > O . ( CURB RETURN DATA '� ' ' , 0 CO Z. \I 411 • PC 1 +13.92 (60.60' RT.) 1182.83 w 01 (/) °� MC 1182.86 ° � 39407 2 O. PT 1 +53.91 (20' RT) 1182.89 °,, REGrsT E° s? - O I d R = 40.0' L = 63.43' SSIO E�� - j .4 T = 40.61' 0 = 90'51'49" 4. CO Q n 1 I IEXPIRES 10/13/2007 1 F-- • co 1 I I I I O = 100' vC ~ o N 100' vc M Z Cn U 1185 to n ° • °' 1185 N OD d 0 to co in H J II II A 11 p _ `t 0-D CO 4% v v w w < _� N W - - - a= a s S S La 5 ...1 /-NEW N - a a a a BEGIN PAVING - MATCH EXISTING 1 TYP 1 = e 0- -0 289 I ° A. +� t9. � 1180 STA. 1 +09.5 EL.= 1183.32 . 0 1180 - GRATE EL= 8)-=11 77.85 I.E. 12" OUT ( EX. 0 CONSTUCTION C + S 11 S)= 11 10 � � C: : R TYP 1 El = u U STA. 3 +0 8 19.0 RT. `+ 300 LF. SLOPE = 0.0040FT /FT 12" CPE F es - o •N 1 I.E. 12" I GRATE EL= 1180.83 N (N)= 11 77.65 V� - w a El = j IN 11 I.E. 12" OUT (E)= 1177.64 39 L.F. - 12" CPE z 1175 1175 SLOPE = 0.0051FT /FT m 5 < o + 1 0- 1170 1170 E. a EX. q 1183.6 1183.3 1183.1 1182.7 1182.5 1182.3 1181.9 1181.7 1181.5 1181.3 1181.2 1181.0 1180.9 1180.8 1180.7 1180.6 1180.6 1180.5 1180.4 1180.3 1180.3 1180.2 1180.2 0- NEW q 1183.20 1182.97 1182.75 1182.52 1182.29 1182.06 1181.83 1181.61 1181.40 1181.22 1181.06 1180.93 1180.82 1180.71 1180.62 1180.55 1180.48 1180.42 1180.37 1180.31 1180.25 1180.20 TBC LT. 1182.86 1182.63 1182.40 1182.17 1181.94 1181.72 1181.51 1181.33 1181.17 1181.04 1180.93 1180.82 1180.73 1180.66 1180.59 1180.53 1180.48 1180.42 1180.36 1180.31 TBC RT. 1182.86 1182.63 1182 I 1 1182.40 1182.17 1181.94 1181.72 1181.51 1181.33 1181.17 1181.04 1180.93 1180.82 1180.73 f .73 1180.66 1180.59 1180.53 1180.48 1180 .42 1180.36 1180.31 ( 1 1 + 00 2 +00 3 +00 4 +00 5 +00 2 5 8-10-06 d / I 1 4 ' . 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M IWO 'in 6' CHAINLINK FENCE P TITAN TPED 6' CHAINLINK FENC O TPED i � ',E R S y CURB RETURN DATA ° CURB RETURN DATA a c > o ���xP:- of >+ASH ,N�r F % Meadowbrook Mobile Home Court -- P - C - 74:737 6. 20 LT. 1178.96 Meadowbrook Mobile Home Court PC (49.44(20LT) ' LT.) 1177 178.47 ,58 E < cc1 MC MC PT 99:7433..2233 1178.03 o ( 181329 -32002 ) PT 9 +06.36 50,45 LT 1177.51 ( 181329 -32004 ) ' 1 > p z y R = 30.0' L = 47.58' R = 30.0' L = 46.56' 2 co 4, "• �� )0P( T = 30.46' = 90'52'03" T = 29.44' 0 = 88'55'21" U j 39407 a 0 R E CfS7 ER SD � 1 co � S S IONAL E� � l $ b m < 2. EXPIRES 10/13/2007 I 1 200' - 00' YC _ - N '' nj ° ° ° ° o n -4- 200' VC 0 U) U W q �� co A.8+&5 RT. + o C4 a N. W vi w a n Cg ((YP 1) GRATE EL= 1178.49 ° w STA. 8 +70 (r9,5' LT.) LE. 12" IN (W)= 1175.26 p 1 CO n > NEW C L N w GRA #F TE 3L E 1178.49 I.E. 12" IN N = 1175. EX. SSMH ¢ n W 1180 w -0.28 0 - - - - _ _ a A a. 5 5 I 12" OUT (S)= 1175 I.E. 12" OU E)= 1175.25 STA. 9 +29.15 f 26.6' RT.) W „ 1180 W - - _ -� ° a I EX 1 PV & PVC STUB (N)=1162.53 v v N - - - - � -0. I.E. EX. 15" (E W) = 1162.11 a a Z: C C 39 LF. - 12" CPE E X. 0 CONSTUCTION C - "'�"'� �� p ° v ` 1 1 300 L.F. SLOPE = 0,0049FT/FT - ° r 8 +3l U .I 1 C SLOPE = 0.0040FT/FT 270.00 c II SLOPE = 0.0043FT/FT 12" CPE 12" CPE 1175 w 1175 MI TYP 1 _ 280 L F. SLOPE = O.0054FT /FT 12" CPE 3 • CB 2L (TYPE 1 S A. 6+ 19 - 39 F. - 12" CPE ° `o - L STA, 6 +b0 (19.5' LT.) GRATE EL.= 1179,64 N a _ > H GRATE EL.= 1179.64 I.E. 12" IN (N do W)= 1176.45 SLOPE = 0.0049FT/FT vo I.E. 12" OUT (S)= 1176.64 I.E. 12" OUT (E)= 1176.43 /✓ Z Z ^/ 74 L.F. - 10" PVC END SSMH STUB SLOPE = 0.0048FT /FT Z a) STA. 9 +28.04 (46.95' LT.) CONNECT TO EX. 10" STUB V Q 1170 V 1162.5 I.E. 10" PVC = 1162s8 ` 1162.5 a 1170 0 „ o 1- 0 LO m 1160 1160 c,-, o EX. q 1180.2 1180.1 1180.1 1180.0 1180.0 1179.9 1179.9 1179.8 1179.6 1179.5 1179.3 1179.2 1179.1 1179.0 1178.9 1178.9 1178.8 1178.6 1178.5 1178.4 1178.3 1178.2 1111117 X8.1 8.33 1178.23 1178.1 1178.0 NEW Q. 1180.14 1180.09 1180.03 1179.97 1179.91 1179.84 1179.77 1179.69 1179.61 1179.53 1179.43 1179.34 1179.24 1179.14 1179.04 1178.93 1178.83 1178.73 1178.63 1178.53 1178.42 1178.342 8.22 1178.123 1178.12 1178.01 TBC LT. 1180.25 1180.20 1180.14 1180.08 1180.02 1179.95 1179.88 1179.80 1179.72 1179.64 1179.54 1179.45 1179.35 1179.25 1179.15 1179.04 1178.43 TBC RT. 1180.25 1180.20 1180.14 1180.08 1180.02 1179.95 1179.88 1179.80 1179.72 1179.64 1179.54 1179.45 1179.35 1179.25 1179.15 1179.04 1178.94 1178.84 1178.74 1178.64 1178.53 1178.43 1178.33 1178.23 1178.12 1 1 1 1 1 1 1 1 I I I 6 +00 7 +00 8 +00 9 +00 10 +00 3 • 5 8 -11 -06 1 1 1 1 1 1 I N FEDERAL AID NO. C / I TIB# 8 -4- 039(021) -1 0 I I I I 1 cn al / /// I W E iI rn ii z• GM I I 1829 234) I 3 - 1 { I ( 181329 23410 y, c i a I - J < I r, ( 181329 -23471 ) SPR •RK o. I � i I t I I Q 181329 -23412 1 if, CON "e �„ I W � I °o C9 3' I I C9 it 1 I \ I RK LAWN © C O W T I I � 3 LAWN © LAWN iv I LAWN ASPH D/W I : I I ° 1 3 ° ,� _ I RA VEL D/W , I -' I - . - f L AWN A • � 8 d IN LAWN © J w PP #292505 - SPRK r ` it © 0 -� , I - 14 : e 6 .4'lo i io.*Aru4srs+4 . H1.* it i or '" y° ++ C = E �`' . . V , ASPH. D/W 7,?>,M :RSI:f 1 GI B I ara,�•�r Y' �4- • RK � •RK Q Y 29 -23413 Q ¢ I / � c� ROSE BUSHES } )SHES � � .' ' 0.01 or BA U.CE ,:,x�, :,,, :: (O ..•. • -. D `, . _ . .r. tiiP. ' 9tON C O 'Cl .A :..: I • I ...:,. , . y,.,a ::... :.. .:r.: . - n1�. , I . ' E S(xE 7f 3 r/ _..-- .: :. � n, w.- .: ... ... � _ \' @iI f I ,11 i> 1 e i Y 6 _ • a id a • _ ..... . 1� 1 1...a .,aamnea,. -. ry e ,. _ a._.� 2- 't°4 < .�',,1 Y '°"r'`� ✓;; g - �:.. - ., - x � -, a �^ x •a,�•ss.,_ � r:1rT. I� �,�'�. 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K ...> v � = .�x� .....�. .. ;. z .,- : " : w ,.. .. .. -T . n . v ,i,,. .. :..... ; sz� �. ..,�� -: .,. . =,..x r r' L.... - __ _d , _ _ . , e 3 Y rr . :.,. MM _. ..,. s : :.um�. S te : ,. F.4 . . a'r. - eAa.V .. . ... ,.� -... .::. . -. . -- - , -. � �i - _,,..,. ,. - x. r. _. ...M.zm -• ..- .. £e; -: i. ,. n r �d � �" ,_ r� , = .., . � w.F - er - ';s". . _ ,-F _ ? r w.< r . . : ..... .,,°w'+ r te ,-..�` o•s�s �,; .,;.�:.,,,�: - .,rr, . > t : ,t vc mow - W v ` t „ .f °° „*. "L•-• - +... u.2 5" " . 'sJ' ___`_,� *. •x �a s j i . � s w {m h .1 =� Z � , 4 � . *ate W T .XTAI�f : {...: tea. -i - - -- • -- - - -- -- TPED ' " r.. .. • AS GAS GAS GAS GAS GAS G• J& !• tom 3 � -SSMH EX'S H. WALK Z 0 -AL aft � R. 0 00 • I& • 1P / FM. 8233 r./7-29 G r GAS /fig * _ � . T• IOW TRAN N- •- R 400 4TPED < 6 � AINLINK F TPED 6' CHAINLINK FENCE - i CURB RETURN DATA + -• ® I - /W j O Meadowbrook Mobile Home Court .Z. �BE R $y c c PC 13 +74 (20' RT.) 1175.85 N.::, . SIG N CURB RETURN DATA < 0 Q N � �� �� � � of ens y o i MC 1175.64 \ 1 PC 14 +45.9 (34' RT.) 1174.8 �� o (181329 - 32004 ) y ., PT 13 +99 . 76 (34' RT) 1174.99 w I MC 117 > O Z �'� R = 30.0' L = 30.25' " LL.I I PT 14 +71 ( 20' / RT .. ) 1 175.19 m c1 ' � / . T = 16.55' 0 = 5746'09 Q '� _ . Y R = 30.0 L = 30.25 C� o " 994 ' ?' i I T = 16.55' O = 57'46'08" 0 t 11 I m ¢ 2 'EXPIRES 10/13/2007 I ( I _ O 200' VC i 200VC IIL M to 0 n Z U + 1180 " " + o 1180 j W < I < p n 0 0 ti w N w d p p I + n to w a ........... til ...„,.........._ _ ____ ' 39 L F. - 12" CPE a a o v ` �' 1175 ... SLOPE = 0:0049FT/Fr - -ossx I 7 Q 280 LF. SLOPE = 0.0054FT/FT 12" CPE 2 39 L F - ' � 11 p 20.01 EX. O CONSTUCTION w . = 0.0072(: T/FT 12" CPE SLOPE = 0 m U SLOPE CB (TYPE t : 230.01. a _ i - L-' 14R 4R (TYPE 1), SLOP _" o • STA. 11 +50 1 9.5 L CB 0 .0066FT /FT 12" CPE t a. o _ > GRATE EL = 1176.95: STA. 11 +50 (19.5 RT.) 'al I I.E. 12" OUT (S)= 1173.97 GRATE EL = 1176.95 e: . 11' Z 1170 1170 N I.E. 12" IN (N� = 1173.74 CB _� .TYP 1 1 ( =1173.78 STA. 13-70. 19.5 LT. ...... E. 12 " "OU E) =1173:73 GRATE EL.= 117538 . W I. - Z LE. 12" OUT (S)- 1172.38 GRAS EL= 1175:38 _ I.E. 12" IN f■Vt1172.15 M I.E. 12 N " 1 OU - 1172.14 _ a) O + an CL o 1165 co co 0 1165 a EX . q 1177.9 1177.8 1177.7 1177.6 1177.5 1177.4 1177.3 1177.2 1177.1 1176.9 1176.7 1178.5 11 1178.2 1176.0 1175.9 11 1175.5 1175.4 1175. 1175.29 2 1175.1 117511 6 1175 1175.02 0 1 11741174.89 . 8 1 7 1 NEW q. 1177.90 1177.8 1177.66 1177.53 1177.40 1177.27 1177.13 1176.99 1176.85 1176.70 1176.56 1176.41 1176.27 1176.13 1175.98 1175.84 1175.70 1175.57 1175.43 TBC LT: 1178.01 1177.89 1177.77 1177.64 1177.51 1177.38 1177.24 1177.10 1176.96 1176.81 1176.67 1176.52 1176.38 1176.24 1176.09 1175.95 1175.81 1175.68 1175.54 1175.40 1175.27 1175.13 1175.00 1174.87 1174.74 TBC RT. 1178.01 1177.89 1177.77 1177.64 1177.51 1177.38 1177.24 1177.10 1176.96 1176.81 1176.67 1176.52 1176.38 1176.24 1176.09 1175.95 1175.13 1175.00 1174.87 1174.74 11 +00 12 +00 13 +00 14 +00 15 +00 :ei 5 8 11 06 (I I I IN FEDERAL AID NO, j I TIB# 8 -4- 039(021 )-1 ) SPRK +• I #293500 ( 181329 -24007 ) 181329 - 24409 / SPft I I( 181329 24415 ) W , -se Baseball Backstop * 04 s PR i •I I ( LAWN WIDE HOLLOW ELEMENTARY SCHOOL s N �� 1 LAWN LAWN ([� .� m o ' �I FLAG POLE ASPHALT D/W sPR III) >k. W © LAWN LAWN O c W LAWN t1 SPRK � ° >tyT f. T CON D/W ( O 6Pft ,c I 0 a) • 0 6' CHAINLINK FENCE tH o e (n ( 181329 -24412 CHAINLINK FENCE -_ -v - � _ - 6' CHAINLIN FENCE SDMH1 Rill v s ` MB LT UM � '�� 6' Al INK R _ -- W - sx -_me - _" ".y fr�r..a • WED IGN - u - .'7 ��r.T u;:: w .,tr.. �:I c4 t ler '4 - - + . • �-� - P 9 S `•a��1 , • 3? $ � - Z - +: [fl - ... .. pil1. � .. a 1 \ - :,.. .'. ..: _ _ M/ .ra. � ' ""'k a a» om W • ,, _ . c : ,. _ wr - ' ,. . ...,� ... -. � :.. �a .€. r a � .� t;4 � � 3 � � r 'vz `t'� � '��� ,1 �T� � N ) .� , .,.. .ter. ,_. -� � � �,. � _ �. r � � a � - U • x _ .,_,. . .. , ..'. , _y _ . ... .�.,,� 2 _ . . .v... ._ .,r m.. .: E r e '� I! d" ...__. �.. _,: ,.c"G .£ : .. .: -:. . , , -.... .._.. _ m.-. .. , ._. . __- 'tt^ tea¢ r Y .4 ".. 3- a'".. v,r,. .. 'L;. , _ .. .... xa•:;' - s � 5 .' .. .._ ,_. .....T._. _ H J J1 -.rc. -a _ _.. _. = . .: .: : om -.,.. -.., ... .. ':.:_ _..` _ -.r _ .. -:: _..« � it . , ->, m.. • __. , _ .. , _ . � _ -� � _ . _ � _.._ ._ , . „. ���_. � .� • �/� _ - . ::_____ , :; L:1,, ... . . ? . .__. . a.:.c -_. _.>F �k: ...,<:.. - _.. `�. � �? _ � -� _ '�1 7,'# '�- �-`��r` v.�r.... _ ..v'x� 21 . .. - z ,. _ .�.�_ _,_ _ _ _ , � � ,_ s _ � ,_ � � �_ * ; ��„ i;� , < ,, s��� : I ,,. _�._ � _ -ter _ _ J t 4 4 L J1 x . _. v . _ .._ ' Y`�". w .. ._- . & -v. -- - _ . r�..,-.. L.1 YQ " T�' , .a N SSMH `, - 11:� ® 1 S trs �- EXISTING ASPH. WALK 4 0'!\ s -.- -c `,- ivi r .. - I� - �•i��, Z -T T ■ ==�iCi��iA,\ s � ,.x..L- T _ SI G 'Al . SIG, ONC. ' PP #. GAS T GAS T T s =1 \ 5 11 I PRK 3 1 ' f LAWN V I 7 L GA YPP 293402 P a d - - -- FLAG POLE 3w ; WIMP T # PP #293403 FND. I> 'a�' "' DO y _ _ _ Alb M ILA .. WM R ® AR AP C Q ,, . -RK M� - - - - - - R.A., Lg�33 SIGN FND. O R S PRK i A SPHALT ROCKER I ,�, BIKE RACK TABLES • SPHALT ; h a v, ' CONC. SLAB CD C ( 181329 -31401 ) OPEN FIELD © ' . L J OPEN FIELD - .. g ASPHALT = CURB RETURN DATA � "is- .r ' • �� ; 7410 ( tit N co � .g E R Si/ P C 18 +24.41 (20' RT.) 1 1 X ' 9 a lai, Q ( 181329 -31400 i SPRK I ( 181329 -3 > 0 o f 8 7N MC W ,� PED N Q CV � y �: 4 �� c Oy A" PT 18 +54.4 (49.56' RT) 1171.76 CAP Lc/ I > z CURB RETURN DATA DAIRY MEADOWBROOF p I� R = 30.0' L = 46.69' LS 16 3 I < a, < a M 18 +87.41(41.81' RT.) 1171.7 QUEEN WRAY'S > z m I �I, I 1 0 T = 29.57' A = 89'09'54" � i THRIFTWAY °D o Y G �Mt•- ° 3 9407 ` / k� I I o i� � DO 1 7200 O ( p 9,n RFCisn't0 MATCH EX. CURB & S/W ti 6 ' m . R = 20.0' 31.53' 11' A = 90'18'52" / I -p ca .'s �� 0 > > E S - ) � T = 20 - U STA. 18 +56.11 (63.8' RT) F S IONAL E� TBC E L. = 11 o ( 1 m < MATCH EX. CURB Sc I EXP1aES 10/13/2007 1 , 1 1 STA. 18 +87.52 (63.1 RT) - >,- 1 TBC EL.= 1171.70 I = - o _I , , : 1 TYP - 7 " _CI ~ J vt STA. 21 +10 36.81 LT. ( / j 1O 200' VC GRATE EL= 1170.82 z U CB 46R TYPE 1 tO I.E. 18" IN = 1167.13 n .1 STA. 16 +00 (19.5' RT.) r r 1.14-7 I.E. 12" OUT (W) = 1167.79 d W GRATE EL= 1173.84 + c .-5 o t0 I.E. 8" OUT (E) =1167.12 CB #6L (TYPE 1) GRATE 12" IN 1,=1170.66 = 1170.62 n N `O = STA. 16 +00 (19.50' LT.) I.E. 12" IN CB : TYPE 1 + 7- o B - 1 o N GRATE EL= 1173.84 : A t : +09 6 ao + r. cc o I = 1170.86 I.E. 12" OU E)= 1170.61 ¢ H GRATE EL= 117242 A. 1 01 •4 L . c 3 i 11 1175 W .E. 12" OUT () CONSTRUCTION -- ----,-- CROWNLINE 1- 1 n G RATE EL= 11 N w I.E. 1 2 " O UT ( S) =1169.41 _ w > I.E. 18" IN S - 1167.19 o (1) _ 1 66. > ¢ p I.E. 18" OU N) = 1167.18 F co I ------- - - - - -- -1 669 °- _ a S 5 NEW c CROWN w C6 •R E 1L z R + w ° co 39 LF. - 12" CPE a . o- 5 GRATE EL= 1170.87 a O u, !I = a a I.E. 18" IN =1167.44 a= `� _1 `- �_____ o 230.01 LF. SLOPE = 0.0051FT/FT -_ ---� y I.E. 18" OUT =1167.43 0 C° II In EX. 0 CROWNUNE CL 41.76 LF. - 12 CPE _______ _ z ¢ d, c, + SLOPE = 0 .0066FT /FT P = 0.005OFT/FT - - - - - - _ _ _ _ _ 0 .81 x w a N 1 j N TO 11 SLOPE - - -- 2 g 1170 209. L.F. LF. 1170 3 U 12" CPE _ SLOPE = 0.0066FT/FT 12" 1 19 LF PRECAST a o = > SLOPE = 0.0080FT/FT �t STORM LE. 8" IN = 1167.11 18" CPE LE 12" OUT = 1164.81 (/) 11 �,' FILTER W 36" DIAM. PERF PIPE I.E. = 1167.47; S = 0.00 FT/FT Z I. . M C: - TYP 1 48.24 LF. - 18" CPE 1165 STA. 18 +09 19. RT. SLOPE = 0.0050FT FT 1 165 p o 0 = GRATE EL.= 1172.46 0 I.E. 12" IN (N) 36" pIAM: PERF PIPE N I.E. 12" IN =1169.23 1- 1 W =1169.21 O 9.77 LF. - 18" CPE SLOPE = 0.0051FT I.E. = 1163.11 CL Lo LE. 18" OU E) = 1168.97 S = 0.00 FT/FT 3.0 L.F. 8" CPE M S = 0.0040 FT /FT ca C o EX. q 1174.5 1174.3 1174.1 1174.0 1173.8 1173.7 1173.6 1173.4 1173.4 1173.3 1173.1 1173.0 1172.9 1172.7 1172.6 1172.4 1172.1 1172.0 1171.9 1171.8 1171.6 1171.5 1171.3 1171.2 1171.0 1170.9 1170.8 NEW 81174.50 1174.36 1174.23 1174.10 1173.97 1173.84 1173.71 1173.57 1173.44 1173.31 1173.18 1173.04 1172.91 1172.77 1172.63 1172.49 1172.34 1172.19 1172.04 1171.88 1171.72 1171.56 1171,40 1171.24 1171.07 1170.91 1170.75 TBC LT.1174.61 1174.47 1174.34 1174.21 1174.08 1173.95 1173.82 1173.68 1173.54 1173.41 1173.27 1173.13 1172.99 1172.84 1172.70 1172.55 1172.40 1172.24 1172.06 1171.89 1171.71 1171.53 1171.35 1171.17 1171.00 1170.82 1170.64 1160 TBC RT.1174.61 1174.47 1174.34 1174.21 1174.08 1 1173.95 1173.82 117.68 1173.55 1173.42 1 1173.29 1173.15 1173.02 1172.88 1 I 1172.05 1171.81 1171.57 1171.33 117j.08 1170.84 1170.60 1 1170.36 1170.12 1160 16 +00 17 +00 18 +00 . 19 +00 20 +00 5 5 8 -10 -06 i