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AG 14-084RETURN TO:' {� ` C, C. EXT: -? t �J CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON: JOHN MULKEY EXT: 2722 3. DATE REQ. BY:ASAP 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT • GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE ❑ RESOLUTION • CONTRACT AMENDMENT (AG #): Cl INTERLOCAL OTHER CONSTRUCTION AGREEMENT FOR RIGHT OF ENTRY INTO WSDOT LIMITED ACCESS FOR I -5 5. PROJECT NAME: S 320TH PRESERVATION PROJECT (11 TH PL S TO I -5 LIMITED ACCESS) 6. NAME OF CONTRACTOR: WSDOT - NW REGION ADDRESS: PO BOX 330310 (MS 240) 15700 DAYTON AVENUE NORTH, SEATTLE, WA 98133 TELEPHONE:206- 440 -4709 E -MAIL: FAX: SIGNATURE NAME: MICHAEL,COTTON, P.E. TITLE: ASST. REG. ADMINISTRATOR 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # , EXP. 12/31/2014 UBI # , EXP. 10/31/2014 8. TERM: COMMENCEMENT DATE: UPON EXECUTION COMPLETION DATE: UPON COMPLETION 9. TOTAL COMPENSATION: $ (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY' ❑ CONTRACTOR ❑ CITY ❑ PURC14ASING: PLEASE CHARGE To: 306 - 4400 - 187 - 595 -30 -650 10. DOCUMENT/ CONTRACT REVIEW PROJECT MANAGER DIVISION MANAGER ❑ DEPUTY DIRECTOR DIRECTOR SK MANAGEMENT (IF APPLICABLE) LAW DEPT H. ^. o: Ncl, COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING g "f Cl SENT TO VENDOR/CONTRACTOR DATE SENT: S 1 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, E HIBITS • LAW DEPT • SIGNATORY (CM OR IRECTO • CITY CLERK `ASSIGNED AG # ❑ SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: //,, � / S T EXECUTE " 2 "ORIGINALS " vV L S) y INITIAL/ DATE SIGNED AG# DATE SENT: ' INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: S 11/9 AllabIlL Washington State wo Department of Transportation Lynn Peterson Secretary of Transportation May 5, 2014 Marwan Salloum, Deputy Director City of Federal Way Public Works 3325 Eighth Avenue South Federal Way, WA 98003 -6325 Subject: SR 5 MP 143.83 (Left —Right) Construction Agreement GCB 1843 Dear Mr. Salloum: Northwest Region 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 206-440-4000 TTY. 1- 800 - 833 -6388 www.wsdot.wa.gov We have enclosed your copy of the approved Construction Agreement for the above referenced project. The Agreement allows you to construct the improvements proposed in the attached exhibits within State right of way. Execution of all work within the Department's jurisdiction shall adhere to the provisions of this Agreement, the attached approved plans, the 2014 Washington State Department of Transportation ( WSDOT) Standard Specifications, WSDOT Standard Plans and other WSDOT references for construction. Please note that no work within the State right of way can commence until a pre- construction conference is held with our WSDOT inspector. Your WSDOT general construction inspector will be Ed Giraud and he can be reached at 206 - 440 -4709 (work), or 206 - 940 -2737 (cellular). Mr. Giraud will be our field representative for any issues as they pertain to WSDOT's jurisdiction on SR 5. If you have any questions, or require additional information, please contact Felix Palisoc of our Local Agency and Development Services section at 206 - 440 -4713, or via e-mail at palisofa,wsdot.wa. gov. 41c re<ly1____ Ramin Pazooki Local Agency and Development Services Manager RP:fsp Attachments: as noted cc: E. Giraud (LA &DS), MS 240 J. Althauser (Area 4), MS 44 R. Loucks (Signal Maintenance), MS 47 A N IFWashington State Department of Transportation This Agreement is made and entered between the Washington State Department of Transportation (STATE) and the above named governmental entity hereinafter called the "AGENCY." WHEREAS, the AGENCY wishes to construct certain improvements on state highway right of way located within (a) a county, (b) a state limited access facility inside city limits, or (c) on areas under state jurisdiction within city streets that form part of the state highway system, (hereinafter, "Improvements "), and WHEREAS, the STATE is willing to authorize the AGENCY to construct the Improvements subject to the terms and conditions identified in this Agreement, and DOT Form 224 -032 EF Revised 03/2013 Page 1 Local Agency Contact Name Marwan Salloum Construction Agreement Title Deputy Public Works Director Address Construction by Local Agency on 33325 Eighth Avenue South State Highway Right of Way at Federal Way, WA 98003 -6325 Local Agency Expense Phone 253- 835 -2722 Email Marwan .Salloum @cityoffederalway.com Local Agency Project Title City of Federal Way Public Works SOUTH 320TH ST. PRESERVATION PROJECT Agreement Number Description of Improvements GCB 1843 Right of entry permit for the City's above mentioned project along South 320th Street over k5. The Federal State Route Number Mile Post Control Section SR 5 143.83, L -R 172702 Aid for this project is STPUL- 1020(012). Exhibits Attached Exhibit "A ": Special Provisions Exhibit "B ": Right -of -Way Plans Exhibit "C" Plans (7 Sheets) & Elec. Prov. (19 Pages) Exhibit "D" N /A Exhibit "E" N /A STATE LOCAL AGENCY State Construction Representative Local Agency Construction Representative Ed Giraud John Mulkey, PE Title Title LA &DS Construction Representative Street Systems Project Engineer Address WSDOT - NW Region Address City of Federal Way Public Works P.O. Box 330310 (MS 240) 33325 Eighth Avenue South 15700 Dayton Avenue North Federal Way, WA 98003 -6325 Shoreline, WA 98133 Email Address Email Address GiraudE @wsdot.wa.gov John.Mulkey @cityoffederalway.com Phone Phone Office: 206 - 440 -4709, Mobile: 206- 940 -2737 253 - 835 -2722 This Agreement is made and entered between the Washington State Department of Transportation (STATE) and the above named governmental entity hereinafter called the "AGENCY." WHEREAS, the AGENCY wishes to construct certain improvements on state highway right of way located within (a) a county, (b) a state limited access facility inside city limits, or (c) on areas under state jurisdiction within city streets that form part of the state highway system, (hereinafter, "Improvements "), and WHEREAS, the STATE is willing to authorize the AGENCY to construct the Improvements subject to the terms and conditions identified in this Agreement, and DOT Form 224 -032 EF Revised 03/2013 Page 1 WHEREAS, in addition to the provisions below, construction, maintenance, and /or operation of the Improvements are subject to the Special Provisions, attached as Exhibit A, which set forth AGENCY and Improvements requirements specific to the type of state highway facility on which the Improvements will be constructed. NOW, THEREFORE, pursuant to RCW 47.28.140, RCW 47.24.020, and /or chapter 39.34 RCW, the above recitals, which are incorporated herein as if set forth below, and in consideration of the terms, conditions, covenants, and performances contained herein, and in the Exhibits attached hereto and hereby made a part of this Agreement, IT IS MUTUALLY AGREED AS FOLLOWS: 1.0 PURPOSE OF AGREEMENT The AGENCY provided the STATE with its Plans and Specifications for the proposed Improvements, and the STATE has reviewed and agreed with the plans and specifications, unless otherwise modified pursuant to the terms of this Agreement. The AGENCY agrees to and shall construct, operate and /or maintain the Improvements in accordance with the terms of this Agreement. 2.0 RIGHT OF ENTRY 2.1 AGENCY Subject to the terms of this Agreement, the STATE hereby grants to the AGENCY, its authorized agents, contractors, subcontractors, and employees, a right of entry upon state -owned highway right of way or upon state highway right of way under STATE jurisdiction, onto which access is necessary to construct, operate and /or maintain the Improvements. If the STATE has approved any limited access breaks for the Improvements, the AGENCY shall comply with the terms and conditions of such approval. 2.2 STATE The AGENCY hereby grants to the STATE, its employees, authorized agents, contractors, and subcontractors, a right of entry upon all AGENCY -owned property necessary for the STATE's design review, inspection, and, as applicable, maintenance and /or operation of the Improvements as provided in Section 6, below. 3.0 CONSTRUCTION 3.1 DOCUMENTS ON SITE Copies of this Agreement shall be kept at the AGENCY's project office and by the AGENCY or its contractor at the construction site. The Agreement shall be shown, upon request, to any state representative or law enforcement officer. 3.2. PRE - CONSTRUCTION CONFERENCE Prior to the beginning of construction, a preconstruction conference shall be held at which the STATE, the AGENCY, and the AGENCY's contractor (if applicable) shall be present. The AGENCY shall give a minimum of five (5) working days notice to the STATE's construction representative prior to holding the pre- construction conference. For the purpose of this section, 'Working days" are defined as Monday through Friday, excluding legal holidays. 3.3 CONSTRUCTION OF IMPROVEMENTS 3.3.1 The AGENCY shall construct the Improvements as shown on the attached Exhibits at the AGENCY's expense; STATE shall not be required to contribute to the Improvements construction. Any proposed changes to the Improvements' plans or specifications previously approved by the STATE require further STATE review and prior written approval before implementing the changes. 3.3.2 The AGENCY agrees and shall construct the Improvements to the satisfaction of the STATE. All material and workmanship shall conform to the Washington State Department of Transportation's Standard Specifications for Road, Bridge, and Municipal Construction, current edition, and amendments thereto, and shall be subject to STATE inspection. The parties agree that the STATE inspections and acceptances regarding the Improvements are solely for the. benefit of the STATE and not for the benefit of the AGENCY, the AGENCY's contractor (if any), or any third party. 3.3.3 No excavation shall be made or obstacle placed within the limits of the state - owned, or under state jurisdiction, highway right of way in such a manner as to interfere with the construction of, operation of, maintenance of and /or travel over the state highway, unless the AGENCY obtains the STATE's prior written authorization. DOT Form 224 -032 EF Page 2 Revised 03/2013 3.4 CONSTRUCTION SCHEDULE In addition to the requirements in Section 3.2, the STATE may, at any time, request a construction schedule or updates thereto from the AGENCY, showing critical dates and activities that will lead to the timely completion of the Improvements. The AGENCY shall notify the STATE's construction representative of any changes to the construction schedule at least three (3) working days prior to implementation. Working days are defined in Section 3.2. 3.5 LOCAL AGENCY REPRESENTATIVE Should the AGENCY choose to perform the work outlined herein with other than its own forces, an AGENCY representative shall be present on -site at all times during performance of the work, unless otherwise agreed to by the STATE. Where the AGENCY chooses to perform the work with its own forces, it may elect to appoint one of its own employees engaged in the construction as its representative. Should the AGENCY fail to comply with this section, the STATE, in its sole discretion, may restrict any further AGENCY work within state highway right of way until the requirements of this section are met. All contact between the STATE and the AGENCY's contractor shall be through an authorized representative of the AGENCY. 3.6 SUPERVISION OF WORK The AGENCY, at its own expense, shall adequately police and supervise construction of the Improvements by itself, its contractor, subcontractor, or agent, and others, so as not to endanger or injure any person or property. The AGENCY's responsibility for the proper performance, safe conduct, and adequate policing and supervision of the work shall not be lessened or otherwise affected by the STATE's review and concurrence with the AGENCY's plans, specifications, or work, or by the STATE's construction representative's presence at the work site to assist in determining that the work and materials meet this Agreement's requirements. 3.7 REQUIRED PERMITS The AGENCY shall obtain all necessary Federal, State, and Local Permits including, but not limited to, permits required by the Washington State Department of Ecology, the Washington State Department of Fish and Wildlife, U.S. Army Corps of Engineers, and the National Environmental Policy Act (NEPA) prior to beginning construction. 3.8 COMPLIANCE WITH CLEAR ZONE GUIDELINES The AGENCY hereby certifies that the Improvements described in this Agreement are in compliance with the State's Clear Zone Guidelines as specified within the STATE's Utilities Manual (publication M 22- 87.01). If applicable, for Improvements constructed within the AGENCY's city streets that form part of the state highway system, the AGENCY may apply its own clear zone guidelines in lieu of the STATE's guidelines. 3.9 PROTECTION OF PROPERTY Unless authorized by the STATE or other affected property owner in writing, the AGENCY shall assure that all public and private property, including but not limited to signal equipment, signs, guide markers, lane markers, and utilities, are not damaged, destroyed, or removed. If any such property is damaged, destroyed, or removed without prior written authorization, the AGENCY shall notify the STATE's construction representative within eight (8) hours of such damage, destruction or removal. The AGENCY shall replace, repair, or fully restore any private or public property that is damaged, destroyed, or removed to the STATE's sole satisfaction. The AGENCY shall not disturb, remove, or destroy any existing Survey Monument before first obtaining a Washington State Department of Natural Resources (DNR) permit. The AGENCY agrees that resetting Survey Monuments shall be done by or under the direct supervision of a Licensed Professional Land Surveyor. A listing of Survey Monuments can be found at the STATE's Geographic Services Office Website: (http: / /www.wsdot.wa. gov/monument/searchBroad.aspx). 3.10 CULTURAL RESOURCES If any archaeological or historical resources are revealed in the work vicinity, the AGENCY shall immediately STOP work, notify the STATE's construction representative and retain a US Secretary of the Interior's qualified archaeologist. Said archaeologist shall evaluate the site and make recommendations to the STATE regarding the continuance of the work. 3.11 CLEAN UP Upon completion of the work, the AGENCY shall immediately remove all rubbish and debris and shall leave the state highway right of way neat and presentable to the STATE's sole satisfaction. AGENCY agrees to take corrective action if directed by the STATE. DOT Form 224 -032 EF Revised 03/2013 Page 3 3.12 FAILURE TO COMPLETE PROJECT Should for any reason, the AGENCY decide not to complete the Improvements in a timely manner after construction has begun, the STATE shall determine what work must be completed to restore STATE facilities and right -of -way to a condition and configuration that is safe for public use. If the AGENCY or its contractor is not able to restore the STATE facilities and right -of way, the STATE may perform or contract to perform, the restoration work at the AGENCY's sole expense. The Agency agrees that all costs associated with Agreement termination, including engineering, completing STATE facility and right -of way restoration, and contractor claims will be the sole responsibility of the AGENCY. This section shall survive Agreement termination. 4.0 ACCEPTANCE OF IMPROVEMENTS 4.1 FINAL INSPECTION The AGENCY shall notify the STATE, in writing, of its completion of the Improvements within five (5) working days, as defined in section 3.2, of such completion. The AGENCY shall include in the written notice a proposed date on which to meet with the STATE for the purpose of conducting a final inspection of the Improvements. The STATE will not make its final inspection of the Improvements until all AGENCY construction work required under this Agreement has been completed. 4.2 STATE'S ACCEPTANCE 4.2.1 The STATE will provide the AGENCY with a Letter of Acceptance for the Improvements after the following items have been completed: (a) Satisfactory completion of the Improvements and all AGENCY obligations hereunder; (b) Final inspection of the Improvements; (c) Submittal by the AGENCY to the STATE of a complete set of as -built plans for the Improvements; (d) Receipt of material acceptance documentation by the STATE (if required under the Special Provisions hereto); and (e) Final payment pursuant to Section 7. The Letter of Acceptance shall not waive any potential claims against the AGENCY or its contractor for defective work or materials, nor bar the STATE from requiring the AGENCY to remedy any and all work deficiencies not identified by the STATE during its inspection. 4.2.2 The STATE may withhold acceptance of the Improvements by submitting written notification, including the reason(s) for withholding acceptance, to the AGENCY, within thirty (30) calendar days following the final inspection. The parties shall work together in good faith to resolve the outstanding issues identified in the STATE's written notification. If any issues cannot be resolved within forty five (45) calendar days after the STATE's notification, the parties mutually agree to seek resolution of the issues through the process described in Section 8.7. 4.2.3 Upon resolution of the outstanding issues, the STATE will deliver the Letter of Acceptance to the AGENCY. 4.2.4 The AGENCY shall continue to be responsible for all actual direct and related indirect costs to the STATE, including inspection and monitoring, until the disputed issue(s) has been resolved and a Letter of Acceptance has been issued. 5.0 INSURANCE AND INDEMNIFICATION 5.1 INSURANCE The AGENCY must provide proof of the following insurance coverage prior to performing any work within state highway right of way: a) Commercial General Liability covering the risks of bodily injury (including death), property damage and personal injury, including coverage for contractual liability, with a limit of not less than $3 million per occurrence /$3 million general aggregate; b) Business Automobile Liability (owned, hired., or non - owned) covering the risks of bodily injury (including death) and property damage, including coverage for contractual liability, with a limit of not less than $3 million per accident; c) Employers Liability (Stop Gap) insurance covering the risks of AGENCY's employees' bodily injury by accident or disease with limits of not less than $1 million per accident for bodily injury by accident and $1 million per employee for bodily injury by disease; DOT Form 224 -032 EF Page 4 Revised 03/2013 Such insurance policies or related certificates of insurance shall name the Washington State Department of Transportation as an additional insured on all general liability, automobile liability, employers' liability, and excess policies. The AGENCY may comply with these insurance requirements through a program of self insurance that meets or exceeds these minimum limits. The AGENCY must provide the STATE with adequate documentation of self insurance prior to performing any work within state highway right of way. Should the AGENCY no longer benefit from a program of self - insurance, the AGENCY agrees to promptly obtain insurance as provided above. A forty -five (45) Calendar Day written notice shall be given to prior to termination of or any material change to the policy(ies) as it relates to this Agreement. 5.2 INDEMNIFICATION The AGENCY, its successors and assigns, agree to indemnify, defend, and hold harmless the State of Washington and its officers and employees, from all claims, demands, damages (both to persons and /or property), expenses, regulatory fines, and /or suits that: (1) arise out of or are incident to any acts or omissions by the AGENCY, its agents, contractors, and /or employees, in the use of the state highway right ofway as authorized by the terms of this Agreement, or (2) are caused by the breach of any of the conditions of this Agreement by the AGENCY, its contractors, agents, and /or employees. The AGENCY, its successors and assigns, shall not be required to indemnify, defend, or hold harmless the State of Washington and its officers and employees, if the claim, suit, or action for damages (both to persons and /or property) is caused by the sole acts or omissions of the State of Washington, its officers and employees; provided that, if such claims, suits, or actions result from the concurrent negligence of (a) the State of Washington, its officers and employees and (b) the AGENCY, its agents, contractors, and /or employees, or involves those actions covered by RCW 4.24.115, the indemnity provisions provided herein shall be valid and enforceable only to the extent of the concurrent acts or omissions of the State of Washington, its officers and employees and the AGENCY, its agents, contractors, and /or employees. The AGENCY agrees that its obligations under this section extend to any claim, demand and /or cause of action brought by, or on behalf of, any of its employees or agents while performing construction, operation and /or maintenance of the Improvements under this Agreement. For this purpose, the AGENCY, by mutual negotiation, hereby waives with respect to the STATE only, any immunity that would otherwise be available to it against such claims under the Industrial Insurance provisions chapter 51.12 RCW. This indemnification and waiver shall survive the termination of this Agreement. 6.0 MAINTENANCE 6.1 GENERAL MAINTENANCE RESPONSIBILITIES Unless otherwise agreed to pursuant to a separate written agreement between the STATE and AGENCY, upon completion of the Improvements authorized herein, all future operation and maintenance of the Improvements shall be in accordance with each party's ownership and /or jurisdictional responsibilities as follows: a) For Improvements on state -owned highway right of way located within unincorporated county limits and /or within any limited access highway rights of way: the STATE has sole ownership, operation and maintenance responsibilities for the Improvements. b) For Improvements located inside city limits within managed access highway rights of way: Ownership, operation and maintenance responsibilities shall be apportioned between the city and the STATE pursuant to chapter 47.24 RCW and the City Streets as Part of State Highways Guidelines developed between the Association of Washington Cities and the STATE, as may be revised from time to time. 6.2 EMERGENCY WORK BY THE STATE If the STATE determines in good faith that emergency work to any Improvements to be maintained by the AGENCY, as provided in Section 6.1(b) hereunder, is immediately needed to protect (a) any aspect of the state highway, or (b) to secure the safety of the traveling public, as a result of a failure of the AGENCY's Improvements, such work may be performed by the STATE without prior approval of the AGENCY, and the AGENCY agrees to pay the STATE's reasonable cost and expense for performing the work. The AGENCY will be notified of the emergency work and the necessity for it at the STATE's earliest opportunity. The STATE shall provide to the AGENCY a detailed invoice for such emergency work, and the AGENCY agrees to make payment within thirty (30) calendar days of the date of the invoice. The terms of this section shall survive the termination of this Agreement. DOT Form 224 -032 EF Revised 03/2013 Page 5 7.0 PAYMENT 7.1 REIMBURSABLE COSTS The AGENCY shall reimburse the STATE for all actual direct and related indirect costs incurred by the STATE under this Agreement. Such costs include, but are not limited to, agreement preparation, plan review, including review of proposed revisions to plans and specifications contained in the Exhibits, construction inspection, and administrative overhead. 7.2 INVOICES The STATE shall provide detailed invoices to the AGENCY for STATE - performed work as required under this Agreement. The AGENCY agrees to make payment within thirty (30) calendar days from the date of a STATE invoice. The AGENCY agrees that if it does not make payment within thirty (30) calendar days after the date of a STATE invoice, the invoice amount shall bear interest at the rate of one percent per month or fraction thereof until paid. 8.0 MISCELLANEOUS TERMS 8.1 FAILURE TO COMPLY WITH TERMS AND CONDITIONS Any breach of the terms and conditions of this Agreement, or failure on the part of the AGENCY to proceed with due diligence and in good faith in the construction and maintenance of the Improvements provided for herein, shall subject this Agreement to be terminated, and the STATE, in its sole discretion, may require the AGENCY to remove all or part of the Improvements constructed hereunder at the AGENCY's sole expense. If the AGENCY fails to effect such removal of its Improvements, the removal may be performed by the STATE without prior approval of the AGENCY, and the AGENCY agrees to pay the STATE's reasonable cost and expense for performing the work. The STATE shall provide to the AGENCY a detailed invoice for such removal work, and the AGENCY agrees to make payment within thirty (30) calendar days of the date of the invoice pursuant to Section 7. 8.2 TERM OF AGREEMENT Should the AGENCY not begin construction within eighteen (18) months after the date of execution, the Agreement shall automatically terminate, unless the STATE, in its sole discretion, grants a time extension. As part of any extension granted by the STATE, the Plans and Specifications attached hereto must be revised to meet the STATE's most current design and construction standards. If this Agreement is terminated, the AGENCY may be required to repeat the entire application, review, and approval process in the STATE's sole discretion. Unless otherwise provided herein, the term of this Agreement shall commence as of the date this Agreement is fully executed by the parties and shall continue until the Improvements are accepted by the STATE pursuant to Section 3 or as otherwise provided herein. 8.3 ASSIGNMENT OF AGREEMENT No assignment or transfer of this Agreement in any manner whatsoever shall be valid, nor vest any rights hereby granted, until the STATE consents thereto and the assignee accepts all terms of this Agreement. 8.4 NON - EXCLUSIVITY This Agreement shall not be deemed or held to be an exclusive one and shall not prohibit the STATE from granting permits or franchise rights; or entering into other Agreements of like or other nature with other public or private companies or individuals, nor shall it prevent the STATE from using any of its highways, streets, or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby surrendered. 8.5 AUDIT RECORDS All Improvement records, including labor, material and equipment records in support of all STATE costs shall be maintained by the STATE for a period of six (6) years from the date of termination of this Agreement. The AGENCY shall have full access to and right to examine said records during normal business hours and as often as it deems necessary, and should the AGENCY require copies of any records, it agrees to pay the costs thereof. The parties agree that the STATE work performed herein is subject to audit by either or both parties and /or their designated representatives and /or state and federal government. 8.6 MODIFICATION This Agreement may be amended or modified only by the mutual agreement of the parties. Such amendments or modifications shall not be binding unless they are in writing and signed by persons authorized to bind each of the parties. DOT Form 224 -012 EF Revised 03/2013 Page 6 8.7 DISPUTES In the event that a dispute arises under this Agreement, it shall be resolved as follows: The STATE and the AGENCY shall each appoint a member to a disputes board, these two members shall select a third board member not affiliated with either party. The three - member board shall conduct a dispute resolution hearing that shall be informal and unrecorded. An attempt at such dispute resolution in compliance with aforesaid process shall be a prerequisite to the filing of any litigation concerning the dispute. The parties shall equally share in the cost of the third disputes board member; however, each party shall be responsible for its own costs and fees. 8.8 VENUE AND ATTORNEYS FEES In the event that either party to this Agreement deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the parties hereto agree that any such action or proceedings shall be brought in a court of competent jurisdiction situated in Thurston County, Washington Superior Court. Further, the parties agree that each will be solely responsible for payment of its own attorney's fees, witness fees, and costs. 8.8 INDEPENDENT CONTRACTOR - The AGENCY shall be deemed an independent contractor for all purposes under this Agreement, and the employees of the AGENCY or any of its contractors, subcontractors, consultants, and the employees thereof, shall not in any manner be deemed to be employees or agents of the STATE. 8.10 TERMINATION OF AGREEMENT Neither party may terminate this Agreement without the concurrence of the other party, except as otherwise provided under Section 8.2. Termination shall be in writing and signed by both parties. If this Agreement is terminated prior to the fulfillment of the terms stated herein, the AGENCY shall reimburse the STATE for its actual direct and related Indirect expenses and costs Incurred up to the date of termination. Any termination of this Agreement shall not prejudice any rights or obligations accrued to the parties prior to termination. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the party's date last signed below. STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION c Michael Cotten, P.E. By: Assistant Regional Administrator For Title: King and Snohomish. Counties ,Date: .;; • S l L By: Title: Marwan Salioum, P.E. Interim Public Works Director Date: Sid-7,01% Approved as to Form by Assistant Attorney General 01/31/2013. Any changes to this form require AAG approval. DOT Form 224032 EF Revised 03/2013 Page 7 Special Provisions for Construction Agreement Construction Agreement No. GCB 1843 The State and Local Agency (Construction) Agreement and these Special Provisions apply to all construction items within STATE jurisdiction and maintenance responsibility only. Applicable provisions are denoted by (Z) ® 1. STATE REPRESENTATIVE /NOTICE TO PROCEED. No work provided for herein shall be performed until the AGENCY is authorized by the following STATE representative: Ed Giraud, Construction Liaison NWR Development Services PO Box 330310 15700 Dayton Avenue North Seattle, WA 98133 -9710 Office: 206 -440 -4709 Cellular: 206 -940 -2737 ® 2. PLAN CHANGES. • AGENCY CHANGE ORDERS /ADDENDAS. Changes to any Approved Plan affecting highway right -of -way under STATE jurisdiction must be reviewed and approved by the STATE prior to execution. • STATE REQUIRED CHANGES OR CORRECTIONS. The STATE reserves the right to require changes or corrections due to plan omissions or details not in conformance with the STATE's Standard Specifications, Standard Plans, Design Manual, or Project Special Provisions. ® 3. MATERIALS AND QUALITY ASSURANCE /QUALITY CONTROL (QAIQC). • MATERIALS AND WORKMANSHIP. All materials and workmanship shall conform to the current edition of the Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, and amendments thereto, and shall be subject to inspection by the STATE. • APPROVAL OF MATERIALS — REQUEST FOR APPROVAL OF MATERIALS SOURCE (RAMS) AND QUALIFIED PRODUCTS LIST (QPL). Prior to the placement of any materials, the AGENCY shall submit copies of the approved RAMS forms listing Materials Manufacturers and Suppliers for Earthwork, Aggregates, Asphalt and Concrete Plants, Pit Sites, Mix Designs, Pipe, Drainage Structures, Striping and Pavement Markings, Electrical Materials, Shop Drawings, and Catalogue Cuts to the STATE for concurrence, OR, fill out and submit RAMS forms to the STATE for approval. The current QPL sheets for each material shall be submitted. (The QPL can be located on the STATE web site at: (hftp: / /www.wsdot.wa.aov /biz/mats /QPL/QPL Search.cfm). NOTE - There may be additional acceptance actions, including samples, noted on the QPL or RAM that need to be completed prior to the materials being incorporated into the work). • MATERIALS TESTING /REPORTING OF RESULTS. All materials testing is to be performed by the AGENCY or an Independent Certified Testing Laboratory of their choice. Copies of all test results shall be submitted to the STATE's Representative prior to beginning the next phase of construction. The STATE reserves the right to verify the test results or to perform the testing. • HOT MIX ASPHALT (HMA) DESIGN. Prior to Paving Operations, the AGENCY shall submit STATE approved HMA Mix Design(s) for use on this project. • PAVING OPERATIONS. NO PAVING OPERATIONS WILL BE PERMITTED WHEN IT IS RAINING or SNOWING. Written permission from the STATE's Representative shall be required if paving operations begin before April 1st, or after October 1st. Surface temperature limitations as per the WSDOT Standard Specifications shall be enforced. • CONCRETE MIX DESIGN. Prior to any placement of Cement Concrete, the AGENCY shall submit STATE approved Mix Design(s) for use on this project. • DRAINAGE STRUCTURES. Only structures stamped APPROVED by the STATE's Fabrication Inspection Office shall be used on this project. ® 4. UNSUITABLE/ MATERIALS. If determined necessary by the STATE, any unsuitable, hazardous, or contaminated materials encountered during any excavation shall be removed, disposed of properly according to current environmental regulations, and replaced to the satisfaction of the STATE at the AGENCY's expense. The replacement material shall be free - draining and granular, or other materials as determined by the STATE's Representative in accordance with the Standard Specifications. Form: Special Provisions for Developer Agreements Paw 'Ifflinmi ® 5. DELAY TO STATE CONTRACTS. The AGENCY agrees to schedule and perform the work herein in such a manner as not to delay the STATE's contractor in the performance of any STATE contract in the area. The STATE shall in no way be held liable for any damage to the AGENCY by reason of any such work by the STATE, its agents or representatives, or by the exercise of any rights by the STATE upon roads, streets, public places, or structures in question. ® 6. WORKER VISIBILITY. All workers within the STATE highway right -of -way who are exposed either to traffic or to construction equipment within the work zone shall wear high - visibility safety apparel meeting Performance Class 2 or 3 requirements of the ANSI /ISEA 107 -2010 publication titled "American National Standard for High Visibility Safety Apparel and Headwear". ® 7. TRAFFIC CONTROL AND PUBLIC SAFETY. TRAFFIC CONTROL PLANS (TCPs). During the construction and /or maintenance of this facility, the AGENCY shall submit Project Specific Traffic Control Plans to the STATE for review and approval at least ten (10) working days in advance of the time that signing and other traffic control devices will be required. These TCP's shall be in compliance with one of the following: ❑ (a) The Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways — Part 6; Chapter 6H (http: / /mutcd.fhwa. dot. aov /HTM /2003ri /aart6 /part6hl.htm) and Washington modifications thereto. ❑ (b) WSDOT Work Zone Traffic Control Guidelines (M54 -44) (http: / /www.wsdot.wa. aov /publications/ manuals /fulitext/M 54- 44Morkzone.Pdf) ❑ (c) The WSDOT Standard Plans Manual (M21 -01); Section K for Work Zone Traffic Control (http: /hvww.wsdot.wa.aov /Design /Standards /Plans. htm #StandardPlans) ® (d) Project Specific Traffic Control Plans in accordance with the WSDOT Work Zone Traffic Control Guidelines (M54- 44), or the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways — Part 6; Chapter 6H and Washington modifications thereto. • MODIFICATION OR REVOCATION OF APPROVED TRAFFIC CONTROL PLANS. The STATE reserves the right to modify or revoke any Traffic Control Plan at any time due to safety and operational problems for the traveling public. All costs and time delays associated with modification or revocation shall be borne by the AGENCY or their contractor. • PERMITTED HOURS FOR LANE CLOSURES /STATE NOTIFICATION. The working hours within the highway under STATE's jurisdiction for this project are restricted per the Approved Traffic Control Plan(s). Any extension of these hours must be requested in writing and approved prior to construction. Weekend or Holiday (including Canadian Holidays- Skagit & Whatcom Counties) work is not permitted without written permission from the STATE. Five (5) working days notification shall be given to the STATE Representative prior to any lane closure. • SUSPENSION OF TRAFFIC CONTROL OPERATIONS. The STATE reserves the right to suspend all lane closure operations due to unexpected emergencies or impediments to the flow of traffic. All costs associated with this suspension shall be borne by the AGENCY or their contractor. • HAZARD PROTECTION. All hazards to vehicular, pedestrian, and bicycle traffic shall be marked by warning signs, barricades, and lights • STORAGE OF EQUIPMENT AND MATERIALS. All lanes shall be open and the shoulders shall be clear of construction equipment and materials during non - working hours. The Work Zone Clear Zone (WZCZ) applies during working and non - working hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to pre- existing conditions or permanent work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other Contract or Permit requirements. During nonworking hours, equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the STATE approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's non - essential vehicles and employees private vehicles shall not be permitted to park within the WZCZ 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 STATE has provided written approval. ❑ 8. TRAFFIC CONTROL SUPERVISOR (Required for Large or Complex Projects: Lane Closures on Highways 40 MPH or Greater, New Signal Construction, Signal ModiFcations, Roundabout Construction, Major Channelization Changes, or Night Work). The AGENCY or Prime Contractor shall employ an individual or individuals to perform the duties of Full -Time Traffic Control Supervisor (TCS), certified by the STATE. The TCS shall be responsible for safe implementation of Approved Traffic Control Plans. The TCS shall be present on the project whenever flagging, spotting, or other traffic control is being utilized. The TCS shall be responsible for having a current set of approved Traffic Control Plans, Inspecting traffic control devices and nighttime lighting for proper location, installation, message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected at least once per hour during working hours. The TCS shall correct, or arrange to have corrected, any deficiencies noted during these inspections. The AGENCY or Prime Contractor shall maintain 24 -hour telephone numbers at which the TCS can be contacted and be available upon request of the STATE Representative at other than specified working hours. Form: Special Provisions for Developer Agreements. Rcv n4 iwvi E 9. TRAFFIC SIGNAL CONSTRUCTION /INSPECTION. • CONSTRUCTION. The AGENCY shall assure that the design and construction of Traffic Signals and illumination on signal poles installed within the STATE highway right -of -way meets all requirements of the STATE. • TRAFFIC SIGNAL STANDARDS — APPROVAL If the proposed signal standards are not on the STATE's PRE - APPROVED LIST (http: / /www.wsdot.wa.gov/ eesc / bridae llicihtsicinalstandards /index.cf n), Signal Pole Shop Drawings (Seven (7) sets of copies) shall be submitted to the STATE's Representative for transmittal to HQ for approval. • ILLUMINATION DURING CONSTRUCTION. Pre- existing illumination shall be maintained and functional at all times during construction until the new illumination is operational. • TEMPORARY VIDEO DETECTION SYSTEM. If any induction loop is scheduled to be disabled, a temporary video detection system shall be completely installed and made operational prior to any associated induction loop being disabled. • EXISTING TRAFFIC DETECTION LOOPS. The Contractor shall notify the Area Traffic Engineer through the STATE's Representative a minimum of five working days in advance of pavement removal or grinding in areas with existing loops. If the STATE's Representative suspects that damage to any loop, not identified in the Plans as being replaced, may have resulted from Contractor's operations or is not operating adequately, the STATE's Representative may order the Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall be recorded and submitted to the STATE's Representative. Loops that fail any of these tests shall be replaced. Loops that fail the tests, as described above, and are replaced shall be installed in accordance with current WSDOT design standards and Standard Plans, as determined by the STATE's Representative. If traffic signal loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished shall be approved by the STATE's Representative prior to installation. • TRAFFIC SIGNAL HEADS. Unless ordered by the STATE's Representative, signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller is in place, inspected, and ready for operation at that intersection, except that the signal heads may be mounted if the faces are covered with a black opaque material. • SIGNAL HEAD COVERING. The signal head covering material shall be manufactured from a durable fabric material, black in color with a mesh front and designed to fit the signal head properly. The cover shall have an attachment method that will hold the cover securely to the signal in heavy wind. The cover shall be provided with a drain to expel any accumulated water. • NEW TRAFFIC SIGNAL TURN -ON AND /OR SWITCH -OVER OPERATIONS. The AGENCY shall contact the STATE's Representative at least five (5) working days prior to scheduling a signal turn -on in order to assure that all appropriate items of the STATE's "Traffic Signal Turn -On Checklist" are satisfactorily addressed. The Pre- Tum-On and Turn -On shall not occur until all applicable Checklist items are installed and /or connected. This Checklist can be located on the STATE's web site at: httn• / /Www wsdot wa aov/ NorthwestIDevelonmentServices ILocaIApencv.htm (Go to: "What is needed to turn on a traffic signal ? "). • PERMITTED HOURS FOR NEW SIGNAL TURN -ON OR SWITCH -OVER OPERATIONS. Unless approved by the STATE's Representative, no change to signal stop and go operation will be allowed between 6:00 AM to 10:00 AM, or between 2:00 PM to 7:)00 PM on Monday through Thursday, nor will signal operation changes be allowed on Friday, weekends, holidays, or the day preceding a holiday. • NEW SIGNAL AHEAD /SIGNAL REVISION WARNING SIGNING. "NEW SIGNAL AHEAD" (W20 -902) or "SIGNAL REVISION AHEAD" (W20- 903)signs shall be installed in advance of all affected directions of travel on the Project when a new traffic signal system is installed or when modifications to and existing signal are made. The location of the signs shall be per Section 2C.05 of the MUTCD, or as directed by the STATE's Representative. These signs are 48" X 48" black letters on orange background, and shall be post mounted. The bottom of the sign shall be mounted seven (7) feet above the pavement elevation. Each sign shall have three 12" by 12" Fluorescent Orange flags or Flag Signs mounted on both sides and on top of the sign. The flags signs shall be made of aluminum. Flags shall be made of durable cloth or plastic. The signs and flags shall stay erect for six to eight weeks or as directed by the STATE's Representative. ❑ 10. TRAFFIC REVISION WARNING SIGNING. "TRAFFIC REVISION AHEAD" (W20 -901) signs shall be installed in advance of all affected directions of travel on the Project when the channelization of the highway is changed. The location of the signs shall be per Section 2C.05 of the MUTCD, or as directed by the STATE's Representative. These signs are 48" X 48" black letters on orange background, and shall be post- mounted. The bottom of the sign shall be mounted seven (7) feet above the pavement elevation. Each sign shall have three 12" X 12" Fluorescent Orange flags or Flag Signs mounted on both sides and on top of the sign. The flag signs shall be made of aluminum. Flags shall be made of durable cloth or plastic. The signs and flags shall stay erect for six to eight weeks or as directed by the STATE's Representative. ® 11. SIGN INSTALLATION AND MAINTENANCE. All Directional, Regulatory, Parking, Stop Signs as well as Route Markers shall be installed as per the Approved Plans, the WSDOT Standard J Plans, or as directed by the STATE's Representative. The STATE shall own and maintain these signs unless the agency signs a Contract or Maintenance Agreement with the STATE to perform sign maintenance. Form: Special Provisions for Developer Agreements Pn nwiwiq Z 12. CHANNELIZATION PAVEMENT MARKINGS. • REMOVAL. Pavement Markings and Striping to be removed shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. • STRIPING /PAVEMENT MARKING APPLICATION. Two applications of paint shall be required on all paint stripe markings as per the Standard Specifications. 13. INTELLIGENT TRANSPORTATION SYSTEM CONSTRUCTION/INSPECTION. The AGENCY shall assure that the construction of Intelligent Transportation Systems owned by the STATE meets all requirements of the STATE. ® 14. ILLUMINATION CONSTRUCTION. • CONSTRUCTION. The AGENCY shall assure that the design and construction of all illumination installed within the highway under STATE's jurisdiction meets all requirements of the STATE. • ILLUMINATION DURING CONSTRUCTION. Pre - existing illumination shall be maintained and functional at all times during construction until the new illumination is operational. ® 15. ROADSIDE IMPROVEMENT AND BEAUTIFICATION, OBSTRUCTIONS ON RIGHT -OF -WAY, AND SEVERANCE AND SALE OF TIMBER AND OTHER PERSONALTY— REMOVAL OF NON - MARKETABLE MATERIALS. This Agreement is subject to all applicable provisions of RCW 47.40, RCW 47.12.140(2), and /or RCW 47.32 and amendments thereto: ® 16. EROSION CONTROUDRAINAGE. • BEST MANAGEMENT PRACTICES (BMPs). During construction of this project, the LOCAL AGENCY shall comply with the Washington State Department of Transportation Highway Runoff Manual, or STATE approved equivalent plan, and implement Best Management Practices (BMPs) as detailed in the manual to mitigate erosion. • WATER DISCHARGES ON THE PROJECT. All discharges to State right of way on this project shall conform to State and Local water quality regulations and shall meet WAC 173- 201 A. ® 17. VEGETATION ON STATE RIGHT -OF -WAY. This Agreement does not give the AGENCY, or any agent or contractor of the AGENCY, any rights to cut, spray, retard, remove, destroy, damage, disfigure, or in any way modify the physical condition of any vegetative material located on the highway right -of -way under STATE jurisdiction, except by written permission from the STATE. All restoration shall be done to the satisfaction of the STATE at the sole expense of the AGENCY. ® 18. MAINTENANCE OF LANDSCAPING. The AGENCY is responsible for the maintenance of all landscaping beyond the face of the curbs or edge of pavement, and in the median of divided highways. ® 19. RIGHT -OF -WAY RESTORATION. Upon completion of work, the AGENCY shall remove and dispose of all scraps, brush, timber, materials, etc. off of the highway right -of -way under STATE jurisdiction. The aesthetics of the highway shall be as it was before work started, or better. ® 20. INTERFERENCE TO STATE HIGHWAY DRAINAGE. If the work done under this Agreement interferes in any way with the drainage of the highway under STATE jurisdiction, the AGENCY shall wholly and at its own expense make such provision as the STATE may direct to deal with the said drainage. ® 21. NONPAYMENT OF REIMBURSEABLE ACCOUNT. The AGENCY agrees that if it does not make payment for any STATE work, as provided herein, within ninety (90) calendar days after receipt of a STATE invoice, the STATE may deduct and expend any monies to which the AGENCY is entitled to receive from the Motor Vehicle Fund as provided by RCW 47.24.050. Form: Special Provisions for Developer Agreements Pau. rnwR111 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8 -20 Illumination, Traffic Signal Systems, and Electrical 8 -20.1 Description Section 8 -20.1 is replaced with the following: All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications and Standard Plans included herein and the following Special Provisions. Work shall include the supply, testing, and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. The work involves, but shall not be limited to, the following: 1. Signal poles 2. Signal and pedestrian heads 3. Video detection 4. Junction boxes 5. Loop detection 6. Conduit and wire "EXHIBIT C" PAGES 1 -19 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) Work shall include the supply, testing and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. The existing traffic signal system shall be kept in full operation during construction until the new system is in place and ready for turn -on. 8- 20.1(1) Regulations and Code The first and second sentences of the first paragraph are deleted and replaced with the following: (March 13, 2012 * * * * * *) All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), FHWA IP -78 -16 and the Radio Manufacturers Association. Traffic signal control equipment shall conform to the Contract and these Standard Specifications: EIA Electronics Industries Alliance, Institute of Electrical and Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials (AASHTO), the American National Standards Institute (ANSI), the National Electrical Safety Code (NESC), the International Municipal Signal Association (IMSA), whichever is applicable, and to other codes listed herein. Section 8- 20.1(1) is supplemented with the following: (March 13, 2012 * * * * * *) Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8- 20.1(2) Industry Codes and Standards (March 13, 2012 * * * * * *) The following is added at the end of the first paragraph of this section: City of Federal Way S 320th Street Preservation Project Page 91 RFB ver. 1 -08 RFB # 14 -102 2014 2 National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office 3 Box 1331445 Hoes Lane, Piscataway, N] 08855 -1331. 4 5 8 -20.2 Materials 6 Section 8 -20.2 is supplemented with the following: 7 8 (March 13, 2012 * * * * * *) 9 Control density fill shall meet the requirements of Washington Aggregates and Concrete 10 Association. 11 12 Crushed surfacing top course and crushed surfacing base course shall meet the 13 requirements of Section 9- 03.9(3) of the Standard Specifications. 14 15 Bedding material shall consist of 5/8 -inch minus crushed rock free of any deleterious 16 substances (Section 9- 03.1(5)A of the Standard Specifications). 17 18 Requirements for :signal equipment and materials are contained in Section 9 -29 of the 19 Standard Specifications and Section 9 -29 of these Specifications. 20 21 8- 20.2(1) Equipment List And Drawings 22 The first paragraph is deleted and replaced with the following: 23 24 (January 26, 2012 * * * * * *) 25 Within one (1) week following the pre- construction conference, the Contractor shall submit 26 to the Engineer a completed 'Request for Approval of Materials" that describes the material 27 proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information 28 shall be submitted for signal, electrical and luminaire equipment, all wire, conduit, junction 29 boxes, and all other items to be used on the project. Approvals by the Engineer must be 30 received before material will be allowed on the job site. Materials not approved will not be 31 permitted on the job site. 32 33 (March 13, 1995 WSDOT GSP) 34 If traffic signal standards, strain pole standards, or combination traffic signal and lighting 35 standards are required, final verified dimensions including pole base to signal mast arm 36 connection point, pole base to light source distances (H1), mast arm length, offset distances 37 to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will 38 be furnished by the Engineer as part of the final approved shop drawings prior to 39 fabrication. 40 41 8 -20.3 Construction Requirements 42 43 8- 20.3(1) General 44 Section 8- 20.3(1) is supplemented with the following: 45 46 Contractor Owned Removals 47 All removals associated with an electrical system, which are not designated to remain the 48 property of the Contracting Agency, shall become the property of the Contractor and shall 49 be removed from the project. 50 51 The Contractor shall: City of Federal Way RFB # 14 -102 S 320fl' Street Preservation Project Page 92 2014 RFB ver. 1 -08 1 1. Remove all wires for discontinued circuits from the conduit system or as directed by 2 the Engineer. 3 2. Remove elbow sections of abandoned conduit entering junction boxes or as directed 4 by the Engineer. 5 3. Abandoned conduit encountered during excavation shall be removed to the nearest 6 outlets or as directed by the Engineer. 7 4. Remove foundations entirely, unless the Plans state otherwise. 8 5. Backfill voids created by removal of foundations and junction boxes. Backfilling and 9 compaction shall be performed in accordance with Section 2 -19 09.3(1)E. 10 11 (December 17, 2012 * * * * * *) 12 Fiber Optic Cable Service Outage Duration and Notification 13 The allowable interruption to the operation of the existing joint City/County/ WSDOT fiber 14 optic cable service along S 320"' Street is three (3) days, including testing. King County 15 Metro and King County Traffic shall be notified two (2) weeks in advance of the proposed 16 outage. Notification shall be sent to the following: 17 18 John Toone 19 King County Metro 20 Phone: 206-477-0507 21 Email: John.Toone @kingcounty.gov 22 23 Jeffery Barnett 24 King County Metro 25 Phone: 206-263-7826 26 Email: Jeffery.Barnett @kingcounty.gov 27 28 King County Signal Shop 29 Attn: Mark Parrett 30 155 Monroe Avenue NE 31 Renton, Washington 98056 32 Phone: 206-396-3763 33 34 Section 8- 20.3(1) is supplemented with the following: 35 36 (May 15, 2000 WSDOT NWR) 37 Energized Equipment 38 Work shall be coordinated so that electrical equipment, with the exception of the service 39 cabinet, is energized within 72 hours of installation. 40 41 (June 20, 1995 WSDOT NWR) 42 Pole Removal 43 Poles designated for removal shall not be removed prior to approval of the Engineer. 44 45 (October 31, 2005 WSDOT NWR) 46 Construction Core Installation 47 The Contractor shall coordinate installation of construction cores with Contracting Agency 48 maintenance staff through the Engineer. The Contractor shall provide written notice to the 49 Engineer, a minimum of seven working days in advance of proposed installation. The 50 Contractor shall advise the Engineer in writing when construction cores are ready to be 51 removed. 52 City of Federal Way RFB # 14 -102 S 320d' Street Preservation Project Page 93 2014 RFB ver. 1 -08 1 (May 15, 2000 WSDOT NWR) 2 Electrical Equipment Removals 3 Removals associated with the electrical system shall not be stockpiled within the job site 4 without the Engineer's approval 5 6 8- 20.3(2) Excavating and Backfilling 7 Section 8- 20.3(2) is supplemented with the following: 8 9 (January 8, 2013 * * * * * *) 10 The Contractor shall supply all trenching necessary for the complete and proper installation 11 of the traffic signal system modifications. 12 Trenching shall conform to the following: 13 14 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and 15 sawcuts shall be parallel All trenches for placement of conduit shall be straight and as 16 narrow in width as practical to provide a minimum of pavement disturbance. The existing 17 pavement shall be removed in an approved manner. The trench bottom shall be graded to 18 provide a uniform grade. 19 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches 20 cover over conduits and shall be backfilled with 21 inches of controlled density fill, 21 vibrated in place, followed by either 3 inches minimum of HMA CI 1/2" PG 58 -22, or 22 a surface matching the existing pavement section, whichever is greatest. The asphalt 23 concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS -1) or 24 approved equal immediately before resurfacing, applied to the entire edge and full 25 depth of the pavement cut. Immediately after compacting the new asphalt surface to 26 conform to the adjacent paved surface, all joints between new and original 27 pavement shall be filled with joint sealant meeting the requirements of Section 9- 28 04.2. 29 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and 30 driveways shall be installed to conform with the City of Federal Way Luminaire 31 Electrical Trench Detail. Such trenches shall be backfilled with bedding material two 32 inches (2 ") above and below the conduit, with the remaining depth of trench 33 backfilled with native material. If the Engineer determines that the native material is 34 unsuitable, Gravel Borrow shall be used. Sidewalks and driveways shall be removed 35 and replaced as specified. 36 4. Trenches for Schedule 40 PVC conduits to be located within the right -of -way and 37 outside the traveled way shall have a minimum of twenty -four inches (24 ") cover over 38 conduits. Such trenches shall be backfilled with bedding material two inches (2'1 39 above and below the conduit, with the remaining depth of trench backfilled with bank 40 run gravel unless the Engineer determines that spoils from the trench excavation are 41 suitable for backfill. 42 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall 43 match the elevation of the surrounding ground, including a matching depth of top 44 soil, mulch and /or sod if necessary to restore the trench area to its prior condition. 45 6. Contractor shall use joint trench where possible. 46 47 Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit . 48 in any way. The backfill shall be thoroughly mechanically tamped in eight -inch (8 ") layers 49 with each layer compacted to ninety -five percent (95 %) of maximum density in traveled 50 ways, and ninety percent (90 %) of maximum density elsewhere at optimum soil moisture 51 content. 52 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 94 2014 RFB ver. 1 -08 1 Bank run gravel for backfill shall conform to Section 2.01 of the Standard Specifications. 2 Bedding material shall conform to Section 2.01 of the Standard Specifications. 3 4 All trenches shall be properly signed and /or barricaded to prevent injury to the public. All 5 traffic control devices to be installed or maintained in accordance with Part VI of the Manual 6 on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified 7 elsewhere in these Specifications. 8 9 All conduits installed by boring shall use a surface launched steer-able drilling tool. Drilling shall 10 be accomplished using a high - pressure fluid jet toolhead. The drilling fluid shall be used to 11 maintain the stability of the tunnel, reduce drag on the conduit, and provide baddill between 12 the conduit and tunnel. A guidance system which measures the depth, lateral position, and roll 13 shall be used to guide the toolhead when creating the pilot hole. Once the pilot hold is 14 established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall 15 not exceed 1.5 times the diameter of the conduit being installed. Conduit which .is being pulled 16 into the tunnel shall be protected and supported so that it moves freely and is not damaged 17 during installation. Excess drilling fluid and spoils shall be disposed of off -site at a legal disposal 18 site obtained and paid for by the Contractor. Drilling fluid returns (caused by fracturing of 19 formation) at locations other than the entry and exit points shall be minimized. Any drilling fluid 20 that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal 21 equipment capable of quickly removing spoils from entry or exit pits and areas with returns 22 caused by fracturing shall be used as necessary during drilling operations. 23 24 8- 20.3(4) Foundations 25 Section 8- 20.3(4) is supplemented with the following: 26 27 (December 18, 2009 * * * * * *) 28 The foundation for the controller and service cabinets shall conform to the detail on the 29 Plans. Conduits shall be centered horizontally except service conduit, which shall be placed 30 at the side of the power panel. 31 32 Pole foundations within the sidewalk area shall be constructed in a single pour to the 33 bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate 34 pour. 35 36 Pole foundations not within the sidewalk area shall incorporate a 3 -foot by Moot by 4 -inch- 37 thick cement concrete pad set flush with the adjacent ground. Where the pad abuts a 38 sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the 39 sidewalk. A construction joint shall be provided between the two units. 40 41 8- 20.3(5) .Conduit 42 Section 8- 20.3(5) is supplemented with the following: 43 44 (March 16, 2011 * * * * * *J 45 All conduits for signal cable, illumination circuits, and interconnect systems under roadways 46 and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). 47 Schedule 40 PVC may be used when not under the roadway or driveways. 48 49 All conduits shall have a minimum buried depth of twenty-four inches (24 "). PVC conduct 50 ends shall. have bell end PVC bushings. 51 City of Federal Way RFB # 14 -102 S 320"' Street Preservation Project Page 95 2014 RFB ver. 1 -08 1 All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized 2 steel or Schedule 80 polyvinyl chloride (PVC). Rigid steel or Schedule 80 PVC conduit shall 3 be used for all road crossings whether they are signal, detector or illumination cable. 4 Schedule 40 PVC conduits may be used for detector lead -ins or illumination. Whenever PVC 5 conduit is used a ground wire shall be provided. 6 7 All conduit trenches shall be straight and as narrow in width as is practical to provide a 8 minimum of pavement disturbance. 9 10 When conduit risers are installed, they shall be attached to the pole every 4 feet and shall 11 be equipped with weather heads. 12 13 Conduit for the service wires between the Puget Sound Energy pole and the service panel 14 and all above ground conduit shall be hot -dip galvanized rigid steel 15 16 All conduits shall be clearly labeled at each junction box, handhole, vault or other utility 17 appurtenance. Labeling shall be permanent and shall consist of the owner /type name and a 18 unique conduit number or color. The owner name shall be approved by the Engineer prior to 19 starting work. The recommended owner /type abbreviations are: 20 21 PSE — Puget Sound Energy 22 QWEST - Qwest 23 COMCAST(AT &T) /C Cable 24 COMCAST(AT &T) /F — Fiber 25 SIC — City Signal Interconnect 26 City Spare — City spares 27 Cobra — COBRA luminaire system 28 29 Section 8- 20.3(5) is supplemented with the following: 30 31 (August 10, 2009 WSDOT NWR) 32 Conduit Seal, Detectable Tape and Location Wire 33 Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering 34 ITS hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an 35 approved mechanical plug at both ends of the conduit run. Installation of mechanical plugs 36 shall conform to the manufacturer's recommendations. Upon installation of wiring at other 37 locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare 38 conduit shall be plugged. 39 40 A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. 41 42 Detectable underground warning tape shall be placed 12- inches above all innerduct installed 43 in trenches. 44 45 Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all 46 innerduct installed in trenches. The location wire shall be placed directly above the conduit 47 containing innerduct in single conduit installations or between the conduits containing 48 innerduct in multiple conduit installations. 49 50 Location wire routed into pull boxes or cable vaults shall be attached to the "C" channel or 51 the cover hinge bracket with stainless steel bolts and straps. A 1 -foot loop of locate wire 52 shall be provided above the channel as shown in the Plans. City of Federal Way RFB # 14 -102 S 320' Street Preservation Project Page 96 2014 RFB ver. 1 -08 1 2 (October 16, 2006 WSDOT NWR) 3 Boring 4 In addition to the requirements for boring with casing, the Contractor shall submit to the 5 ' Engineer for approval a pit plan and a proposed method of boring that includes, but is not 6 limited to, the following: 7 1) A pit plan depicting: 8 a) Protection of traffic and pedestrians. 9 b) The dimension of the pit. 10 c) Shoring, bracing, struts, walers or sheet piles. 11 d) Type of casing. 12 2) The proposed method of boring, including: 13 a) The boring system. 14 b) The support system. 15 c) The support system under and at the bottom of the pit. 16 17 The shoring and boring pit plan shall be prepared by and bear the seal and signature of a 18 Washington State licensed Professional Civil Engineer. 19 20 Installed casing pipe shall. be free from grease, dirt, rust, moisture and any other deleterious 21 contaminants. 22 23 Commercial concrete meeting the requirements of Section 6- 02.3(2)6 may be used to seal 24 the casing. 25 26 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes 27 Section 8- 20.3(6) is supplemented with the following: 28 29 (March 13, 2012 * * * * * *) 30 Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable 31 vaults and pull boxes shall not be placed within the traveled way or shoulders. 32 33 All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved 34. shoulders shall be heavy -duty. 35 36 Junction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, 37 or interfere with any other previous or relocated installation. The lid of the junction box shall. 38 be flush with the surrounding area and be adequately supported by abutting pavements or 39 soils. 40 41 Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have 42 slip resistant lids which meet the requirements of .Americans with Disabilities Act (ADA) and 43 Public Right -of -Way Accessibility Guideline (PROWAG). Approved products are: 44 1.) Mebacl (their most aggressive surface) manufactured by IKG Industries 45 2.) SlipNOT Grade 3- coarse manufactured by W.S. Molnar Company. 46 47 Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have 48 a proven track record of outdoor application which lasts for at least 10 years. 49 50 Wiring shall not be pulled into any conduit until all associated junction boxes have been 51 adjusted to, or installed in, their final grade and location, unless installation is necessary to City of Federal Way RFB # 14 -102 S 320th Street Preservation Project Page 97 2014 RFB ver. 1 -08 1 maintain system operation. If wire is installed for this reason, sufficient slack shall be left to 2 allow for future adjustment. 3 4 Adjustments involving raising or lowering the junction boxes shall require conduit 5 modification if the resultant clearance between top of conduit and the junction box lid 6 becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length 7 if sufficient slack as specified in Section 8- 20.3(8) is not maintained. No splicing will be 8 permitted. 9 10 Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J- 40.10- 11 01. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan J- 40.30 -01. 12 Junction boxes shall be inscribed based upon system per WSDOT Standard Plan J- 40.30.01. 13 Junction box lids and frames shall be grounded per Section 8- 20.3(9). 14 15 Junction boxes shall be located at the station and offset indicated on the Plans except that 16 field adjustments may be made at the time of construction by the Engineer to better fit 17 existing field conditions. 18 19 Junction boxes for copper and /or fiber signal interconnect shall be placed at a maximum 20 interval of 300 feet and shall be inscribed with 'STS" as described on WSDOT Standard Plan 21 J- 40.30 -01. 22 23 Heavy -duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be installed in 24 accordance with the following: 25 1. Excavation and backfill shall be in accordance with Section 2 -09. Excavation for 26 junction boxes, cable vaults and pull boxes shall be sufficient to leave one foot in the 27 clear between their outer surface and the earth bank. 28 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6 -inch layer of 29 crushed surfacing top course, in accordance with 9- 03.9(3), placed on a compacted 30 or undisturbed foundation. The crushed surfacing shall be compacted in accordance 31 with Section 2- 09.3(1)E. 32 3. After installation, the lid /cover shall be kept bolted down during periods when work is 33 not actively in progress at the junction box, cable vault or pull box. 34 4. Before closing the lid /cover, the lid /cover and the frame /ring shall be thoroughly 35 brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or 36 other foreign matter between the bearing surfaces. 37 5. When the lid /cover is closed for the final time, a liberal coating of anti37 seize 38 compound shall be applied to the bolts and .nuts and the lid shall be securely 39 tightened. 40 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the box, 41 which is nearest to adjacent shoulder. Hinges shall allow the lid to open 180 42 degrees. 43 44 8- 20.3(8) Wiring 45 Section 8- 20.3(8) is modified as follows: 46 47 (March .6, 2012 * * * * * *) 48 The following is inserted between the 3rd and 4' paragraph of this section: 49 50 Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 51 3 -M 06147 or equal, leaving 3 feet of loose wire. 52 City of Federal Way RFB # 14 -102 S 32e Street Preservation Project Page 98 2014 RFB ver. 1 -08 1 2 3 4 5 6 Connectors will be copper and sized for the wire. Mastik splice material will be centered on the wire and folded up around both sides and joined at the top. Splice will then be worked from the center outward to the ends. The ends will be visible and fully sealed around the wire. The end of the lead -in cables shall have the sheathing removed 8 inches and shall be dressed external to the splice. City of Federal Way S 320h" Street Preservation Project Page 99 RFB ver. 1 -08 RFB # 14 -102 2014 The 14th paragraph, items 1 -4, of this section are deleted and replaced with the following: Field Wiring Chart (IMSA Standards) 501 +Input 508 AC +Detectors Pedestrian Red ( Hand) 711 502 AC- 741 509 761 ............................_.. AC +12 Volts _ 781 791 701 ...................... ............................... ............................................_......_......_...................................... Heads and Green 712 722 503 AC +Lights 762 510 782 Remote -Flash 702 PPB White (Common _712 ......................................._............_......................_..................._........................_......_.._........._...._......_............. 716 504 AC +Lights 746 511 766 Remote -All Red 786 796 706 505 AC +Lights 512 -520 Special 506 AC +Control ...... Orange 551 -562 724 Interconnect 744 754 764 774 507 AC +Crosswalk 704 593 -598 Pushbutton)...... ... ............................... Rail Road Preemption 5 Black (Common 715 725 735 745 755 764 775 Phases 1 2 3 4 5 6 7 8 A B _E mergenc�r...:........_O ra n9e t) ......................... ............................... 581. ............................... ....._............_............ 584 587.......__..__........._.._ .........................................................................................................................................................................................._.._._..........................................._..........._.._............:__.._._...__............ Vehicle 590 ............ ._......._._._ ......... ........ Vehicle Yellow �Call� 851 582 ....................._........_ 871 585 588 891 ......................._.....__ 591............ ._......._..._...._..._.._..... _811 Loop 812 822 ............................................_ ............................... . .......................... ............................... Preempti on. ............. Blue...(BB) ................. 583 586 589 842 592 862 872 _ Vehicle Red 802 _1 Look?.. 2__ 813...... 641 _651 661 671 681 691 601 Heads _ _ Orange.._ .............._61.2........_622 _ _611 _621 _631 632... ..................._............. ............_.................. 642 652....._. 662......... _ 672..... ...682.._...w692...__._602...._ 874 884 894 . ........................._..... 613 _ ............ ..._........................... : Loop 3 ..:._834........844........_854 815 825 653 663 673 683 693 603 885 _Green Black _ _623 _633_ 614 624 634 _643 644 654 664 ..........._...._..._.....__.._ 674 684 ........... 694 ._....._........_...._......._. 604 87.. _..__ .................................................................................. ..................... White ................_.._.._................................._.._... 616 626 636 646 656 666 676 686 696 606 _( Common) ........ ............................... Pedestrian Red ( Hand) 711 721 731 741 751 761 ............................_.. 771 _ 781 791 701 ...................... ............................... ............................................_......_......_...................................... Heads and Green 712 722 732 742 752 762 772 782 792 ..._......._.................._ 702 PPB White (Common _712 ......................................._............_......................_..................._........................_......_.._........._...._......_............. 716 726 736 746 756 766 776 786 796 706 for_ Lights) ....... ... . ........................... . ...... Orange 714 724 734 744 754 764 774 784 794 704 Pushbutton)...... ... ............................... .. Black (Common 715 725 735 745 755 764 775 785 795 705 for Push button) ....._............_............ .........................................................................................................................................................................................._.._._..........................................._..........._.._............:__.._._...__............ Vehicle Loop 1 821 831 841 _.._.._ ........................................... 851 861 ......._........._..._.._...... 871 881 __..._......... 891 ......................._.....__ 801 Detectors _811 Loop 812 822 __.......... 832 842 852 862 872 882 892 802 _1 Look?.. 2__ 813...... 853 863 873 883 893 803 ................... ............................... Loop._ ?....... ...823.........833..........843 814......... 824.... _864 874 884 894 804 _ ............ ..._........................... : Loop 3 ..:._834........844........_854 815 825 845 865 875 885 895 805 _ Loop..._ 3_ ..............._.......... .........................81.... ............... _ , ,835 - ....826........ - 836.........84.... I. .855 ...856 _866 87.. 88.6 896 806 P.,4 ........ ................- ......_......_ ._817..__...._827........_837_, 847 857 867 877 887 897 807 _ LooP.... 4 .. ............................... ....................818........ 828....._ 838....... .. .. .. 848....., 858....... 868....... 878 .... _ 888 ..... 898 ..... 808_... Vehicle Loop_1...._........... _911 _921 9 ................. .................._.........................................................._....._.....................__.......... 941 951 961 971 .981 991 ................__........_.... 901 Detectors/ Loop.1......_..... P. .912 .922 ........................................................ 932 942 952 ............................... 962......... . 972 _ 982 992 902 Count Loops .............. Lo° P............_ 933 943 953......._963........973 _983_.......993....._9Q3._..... ............._ .............................913 ....._.923 LooP_... 2 914......... 924......... 934.._....- 944..... 984 994 904 _ ................._.. .._......._...................- 935_ 945 ..._954........_964._...._974 955 965 975 985 ...._.........._......_......._ 995 905 _....._.. „_Loop_3......_..........._ _915 _925 ................................................._.._................._...._.....................__.._.. Loop 916 956 966 976 986 996 906 _3 ...... _ 4..._........._ ... ............_...._.._.......... 917.. .....__927........._937........ _926 _936_ .946 _947 957 967 .977 987 997 907 Loop 4 918 928 938 948 958 968 978 988 998 908 City of Federal Way RFB # 14 -102 S 320' Street Preservation Project Page 100 2014 RFB ver. 1 -08 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Section 8- 20.3(8) is supplemented with the following: (March 6, 2012 * * * * * *) All signal cable shall be consistent with Section 9 -29.3 of the Standard Specifications. The end of every conductor at each wire termination, splice, connector or device, shall have a PVC wire marking sleeve bearing as its legend the circuit number indicated in the wiring schematic drawing. Where terminal strips are used as a connecting device between conductors, the terminal strips shall also bear the circuit number. Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number and be thoroughly tested before being connected to the appropriate terminal. Circuit conductors shall be standard copper wire in all conduit runs with size specified on the Plans. Conductors from luminaire bases to the luminaire fixture shall be minimum No. 14 AWG pole and bracket cable. Section 8- 20.3(8) is supplemented with the following: (April 14, 2003 WSDOT NWR) Wire Labels At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked "Comm. ". (March 13, 1995 WSDOT NWR) Wire Splices All splices shall be made in the presence of the Engineer. 8- 20.3(9) Bonding and Grounding Section 8- 20.3(9) is supplemented with the following: (March 13, 2012 * * * * * *) At points where shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Junction box lids and frames shall be grounded in accordance with Department of Labor and Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box. All conduits which are not galvanized steel shall have bonding wires between junction boxes. Ground rods shall be copper clad steel, 3/4 -inch in diameter by 10 -feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Section 8- 20.3(9) is supplemented with the following: City of Federal Way S 320`h Street Preservation Project Page 101 RFB ver. 1 -08 RFB # 14 -102 2014 1 (August 21, 2006 WSDOT NWR) 2 )unction Box. Grounding 3 Where shown in the Plans or where designated by the Engineer, the metal frame and lid of 4 existing junction boxes shall be grounded to the existing equipment grounding system. The 5 existing equipment grounding system shall be derived from the service serving the raceway 6 system of which the existing junction box is a part. 7 8 8- 20.3(14) Signal Systems 9 10 8- 20.3(14)C Induction Loop Vehicle Detectors - 11 Section 8- 20.3(14)C is modified as follows: 12 13 (December 18, 2009 * * * * * *) 14 Items 2 and the last two sentences of Item 4 are deleted. 15 16 (December 18, 2009 * * * * * *) 17 Item no. 5 of this section is deleted and replaced with the following: 18 19 5.) Each loop shall have 3 turns of loop wire. 20 21 (December 18, 2009 * * * * * *) 22 Item no. 11 of this section is deleted and replaced with the following: 23 24 11.) The detector loop sealant shall be a flexible traffic loop wire encapsulement. 25 Encapsulement shall be designated to enable vehicular traffic to pass over the 26 properly filled sawcut within five minutes after installation without cracking of 27 material. The encapsulement shall form a surface skin allowing exposure to 28 vehicular traffic within 30 minutes at 75 degrees F. and completely cure to a tough 29 rubber -like consistency within two to seven days after installation. Properly 30 installed and cured encapsulement shall exhibit resistance to defects of weather, 31 vehicle abrasion, motor oil, gasoline, antifreeze solutions, brake fluid, deicing 32 chemicals and salt normally encountered in such a manner that the performance of 33 the vehicle detector loop wire is not adversely affected. 34 35 Section 8- 20.3(14)C is supplemented with the following: 36 37 (January 31, 2012 * * * * * *) 38 One- quarter -inch (1/4 ") saw cuts shall be cleared of debris with compressed air before 39 installing three turns of loop wire. All detector loops shall be 6- foot - diameter circle with 40 diagonal mini -cut corners (no 90 degree corners) of not more than 1 -inch on the diagonal. 41 From the loops to the junction box, the loop wires shall be twisted two turns per foot and 42 labeled at the junction box in accordance with the loop schematics included in these Plans. 43 A 3/8 -inch saw cut will be required for the twisted pair. No saw cut will be within 3 feet of 44 any manhole or utility risers located in the street. Loops and lead -ins will not be installed in 45 broken or fractured pavement. Where such pavement exists it will be replaced in kind with 46 minimum 12 -foot sections. Loops will also not be sawed across transverse joints in the 47 road. Loops to be placed in concrete will be located in full panels, a minimum 18 inches 48 from any expansion joint. 49 50 All permanent traffic loops must be installed no later than three (3) calendar days after the 51 existing loops have been damaged or removed. City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 102 2014 RFB ver. 1 -08 1 Existing Traffic Loops 2 The Contractor shall notify the City of Federal Way Traffic Engineer a minimum of five 3 working days in advance of pavement removal in the loop areas. The Contractor shall install 4 and maintain interim video detection until the permanent systems are in place. The interim 5 video detection shall be operational simultaneously with decommission of the existing 6 pavement loops. 7 8 Loop installation and planing activities shall be coordinated so that all permanent loops 9 called out on the plans are installed within four (4) calendar days after the loops were 10 taking out of services. 11 12 If the Engineer suspects that damage to any loop, not identified in the Plans as being 13 replaced, may have resulted from Contractor's operations, the Engineer may order the 14 Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall 15 be recorded and submitted to the Engineer. Loops that fail any of these tests shall be 16 replaced. 17 18 Loops that fail the tests, as described above, and are replaced shall be installed in 19 accordance with current City of Federal Way design standards and Standard Plans, as 20 determined by the Engineer. 21 22 If traffic signal loops that fail the tests, as described above, are not replaced and operational 23 within 48 hours, the Contractor shall install and maintain interim video detection until the 24 replacement loops are operational. The type of interim video detection furnished shall be 25 approved by the Engineer prior to installation. 26 27 8- 20.3(14)D Test for Induction Loops and Lead -in Cable 28 Section 8- 20.3(14)D is supplemented with the following: 29 30 (March 13, 2012 * * * * * *) 31 An inductance level below 75 microhenries is considered a failure for a round loop. 32 33 Test A - The resistance shall not exceed values calculated using the given formula. 34 35 Resistance per 1000 ft of 14 AWG, R = 3.26 ohms / 1000 ft 36 37 R = 3.26 x distance of lead -in cable (ft) 38 1000 ft 39 40 Test B and Test C in this section are deleted and replaced with the following: 41 Meggar readings of the detection wire to ground shall read 200 megohms at the amplifier 42 connection. The 200 megohms or more shall be maintained after the splices are tested by 43 submerging them in detergent water for at least 24 hours. The tests will be conducted with 44 County personnel at the request of the Contractor. All costs incurred to meet this minimum 45 standard will be the responsibility of the Contractor. 46 47 Section 8- 20.3(14)D is supplemented with the following: 48 49 (October 5, 2009 WSDOT NWR) 50 Existing Lead -in Cable Test City of Federal Way RFB # 14 -102 S 320' Street Preservation Project Page 103 2014 RFB ver. 1-08 1 When new Induction loops are scheduled to be installed and spliced to an existing two - 2 conductor shielded detector lead -in cable, the Contractor shall perform the following: 3 1. Disconnect the existing detector lead -in cable in the controller cabinet and at the 4 loop splice. 5 2. Megger test both detector lead -in cable conductors. A resistance reading of less than 6 100 - megohms is considered a failure. 7 3. Detector lead -in cables that fail the test shall be replaced and then retested. 8 4. After final testing of the detector lead -in cable, the loop installation shall be 9 completed and the loop system tested according to Tests A, C and D. 10 5. Connect the detector lead -in cables in the controller cabinet. 11 12 (October 5, 2009 WSDOT NWR) 13 Existing Loop Test 14 When two- conductor shielded detector lead -in cable is scheduled to be installed and spliced 15 to an existing loop, the Contractor shall perform the following: 16 1. Disconnect the existing loop from the detector lead -in splice. 17 2. Megger test the existing loop wire. A resistance reading of less than 100 - megohms is 18 considered a failure. 19 3. Loops that fail the test shall be replaced and then retested. 20 4. After the final testing of the loops, the detector lead -in cable installation shall be 21 completed and the-loop system tested according to Tests A, C and D. 22 23 (December 18, 2009 * * * * * *) 24 8- 20.3(14)G Video Camera Detectors 25 26 The video camera shall be installed consistent with the manufacturer recommendations. 27 Controller cabinet equipment shall be installed in the cabinet by the Contractor. Connections to 28 cabinet equipment will be completed by the Engineer. 29 30 8- 20.3(17) "As Built" Plans 31 Section 8- 21.3(17) is deleted and replaced with the following: 32 33 (December 18, 2009 * * * * * *) 34 Upon completion of the project, the Contractor shall furnish an "as- built" drawing of the 35 intersection showing all signal heads, pole locations, detectors, junction boxes, Illumination 36 system showing luminaire locations, miscellaneous equipment, conductors, cable wires up to 37 the signal controller cabinet, and with a special symbol identifying those items that have 38 been changed from the original contract drawings. All items shall be located to within one 39 foot (1) horizontally and six inches (6 ") vertically above or below the finished surface grade: 40 41 (March 6, 2012 * * * * * *) 42 8- 20.3(18) Removal of Existing Signal Equipment 43 44 Where noted on the Plans, existing signal, illumination, and interconnect equipment shall be 45 removed by the Contractor. All salvaged signal, illumination, and interconnect equipment 46 materials shall be the property of the Contractor. 47 48 All other material removed shall become the property of the Contractor and shall be disposed of 49 off -site at a legal disposal site. 50 City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 104 2014 RFB ver. 1 -08 1 Where junction boxes are removed, the conduit and wire shall also be removed to the bottom 2 of the trench and the resulting hole backfilled with gravel borrow meeting the requirements of 3 Section 9- 03.14(1), unless the Engineer has approved the use of native material. 4 5 Removals associated with the electrical system shall not be stockpiled within the jobsite without 6 the Engineer's approval. 7 8 8 -20.4 Measurement 9 Section 8 -20.4 is modified as follows: 10 11 Paragraphs two, three and four are deleted and replaced with the following: 12 13 (January 8, 2013 * * * * * *) 14 "Video Detection Installation — S 320"' Street and 25"' Ave S, Complete" shall be measured 15 per lump sum for the total of all items for complete traffic signal system at the intersection 16 of S 320"' Street and 25"' Ave S. All items and labor necessary to supply, install, and test 1.7 the conduit, junction boxes, service circuit breaker and connections, connections with 18 existing conduit and junction boxes, mast arm mounted traffic signs, restoring facilities 19 destroyed or damaged during construction, salvaging existing materials, and all other 20 components necessary to make a complete traffic signal system shall be included within the 21 lump sum measurement. Luminaires and luminaire arms positioned on signal poles will be 22 considered a part of the traffic signal system lump sum measurement. Removal of an existing 23 signal system or existing signal components shall be included within the lump sum 24 measurement. All painting of components shall be considered incidental to the lump sum 25 measurement. No specific unit of measurement shall apply, but measurement will be made 26 for the sum total of all items to be furnished and installed. 27 28 Excavation, trenching and bedding, backfill of trenches, pavement restoration of trenches 29 and conduit /junction box installations containing traffic signal system elements will be 30 included in the lump sum measurement for "Video Detection Installation — S 320"' Street 31 and 25th Ave S, Complete ". 32 33 "Loop Installation ", will be measured per each. 34 35 8 -20.5 Payment 36 Section 8 -20.5 is deleted and replaced with the following: 37 38 (December 17, 2012 * * * * * *) 39 Payment will be made in accordance with Section 1 -04.1 for each of the following Bid Items: 40 41 "Loop Installation ", per each. 42 43 "Video Detection Installation" — S 320th Street and 25"' Ave S, Complete ", per lump sum. 44 45 The lump sum price for "Video Detection Installation" — S 320' Street and 25"' Ave S, 46 Complete" shall be full pay for furnishing all labor, equipment, materials and supplies 47 necessary or incidental to the construction to complete the work as specified. This includes 48 and is not limited to all work related to the removal of existing signal equipment, the 49 installation of the video detection system. 50 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 105 2014 RFB ver. 1 -08 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Coordination of service connections with Puget Sound Energy and any necessary permits and fees associated with the service connections shall be considered incidental to the bid items included in this section and no additional compensation will be made. Coordination with communication connections with Comcast, Qwest, or other communication provider affected by this project, and any necessary permits and fees associated with the communications connections shall be considered incidental to the bid items included in this section and no additional compensation will be made. All costs for installing junction boxes and conduit containing traffic signal system, illumination system, decorative illumination system, festival outlet system and /or interconnect system wiring shall be incidental to the one bid item per this section and Section 8 -20.4 and no additional compensation will be made. All costs for painting shall be incidental and included in the bid items included in this section and no additional compensation will be made. Adjustment of junction boxes shall be incidental and included in the bid items included in this section and no additional compensation will be made. Restoration of facilities destroyed or damaged during construction shall be considered incidental to the bid items included in this section and no additional compensation will be made. SECTION 8 -22, Pavement Marking 8 -22.1 Description Section 8 -22.1 is supplemented with the following: (December 18, 2009 * * * * * *) Pavement markings shall conform to City of Federal Way Standard Details. Profiled and plastic lines shall conform to the pattern as shown on WSDOT Standard Plan M- 20.20 -01. 8 -22.3 Construction Requirements 8- 22.3(3)E Installation Section 8- 22.3(3)E is supplemented with the following: (March 13, 2012 * * * * * *) Methyl Methacrylate Pavement Markings Profiled methyl methacrylate lines shall be installed per WSDOT Standard Plan M20.20 -01. 8- 22.3(3)G Glass Beads Section 8- 22.3(3)G is supplemented with the following: (March 13, 2012 * * * * * *) , Methyl Methacrylate Pavement Markings Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. City of Federal Way RFB # 14 -102 S 320` Street Preservation Project Page 106 2014 RFB ver. 1 -08 A y 1 2 Detector Loop Wire 3 4 Section 9- 29.3(2)F is revised to read as follows: 5 6 (NWR October 5, 2009) 7 Detector loop wire shall use 14 AWG stranded copper conductors, and shall 8 conform to IMSA Specification 51 -7, with cross - linked polyethylene (XLPE) 9 insulation encased in a polyethylene outer jacket (PE tube). 10 11 12 13 Traffic Signal Splice Material 14 15 Section 9- 29.12(2) is supplemented with the following: 16 17 (NWR March 1, 2011) 18 Induction loop splices shall be either the heat shrink type or the re- enterable 19 type with end cap seals. 20 21 22 23 24 (NWR February 11, 2013) 25 Loop Sealant 26 Loop sealant for use in HMA pavement shall be one of the following: 27 28 1. RAI Pro -Seal 6006EX 29 2. , QCM EAS -14 30 3. 3M Black 5000 31 4. Craftco Inc. Part #34271 32 33 Loop sealant for use on concrete bridge decks and PCC pavement shall be one of. 34 the following: 35 36 1. 3M Black 5000 37 2. Gold Label Flex 1 P 38 3. QCM EAS -14 39 40 41 42 43 Induction Loop Vehicle Detectors 44 45 (NWR February 22, 2005) 46 In Section 8- 20.3(14)C, Items 2 and 11 and the last two sentences.of Item 4 are 47 deleted. 48 49 Section 8- 20.3(14)C is supplemented with the following: 50 ELEC 20131OCTOBER October 30, 2013 1 ♦ i 1 (NWR August 16, 2010) 2 Round Loops 3 Round loops shall be constructed in accordance with the following 4 requirements: 5 6 1. Loop conductor and lead in cable shall conform to these Special 7 Provisions. 8 9 2: Round sawcuts shall be six feet in diameter and shall be constructed 10 using equipment designed for cutting round loops. The equipment 11 shall use a concave, diamond- segmented blade. The sawcuts shall 12 be normal to the pavement surface and shall be a minimum of 0.25 13 inches wide. The sawcut depth shall be a minimum of 2 5/8 inches 14 and a maximum of three inches measured at any point along the 15 perimeter, except on bridge decks. Other methods of constructing the 16 round sawcut, such as anchoring a router or flat blade saw, will not be 17 allowed. 18 - 19 3. The bottom of the sawcut shall be smooth. No edges created by 20 differences in sawcut depths will be allowed. 21' 22 4. All sawcut corners shall be rounded to a minimum 1.5 inch radius. 23 24 5. All sawcuts shall be cleaned with a 1000 psi high pressure washer as 25 certified by the manufacturer's label on the machine or as measured 26 by an in line pressure gauge. Wash water and slung shall be 27 vacuumed out and the sawcut shall be blown dry with compressed 28 air. Disposal of the wash water and slurry shall comply with the 29 requirements of Section 1- 07.5(3) and the Special Provision LEGAL 30 RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 31 32 6. Loops shall be installed after grinding and prior to the final lift of 33 roadway surfacing material 34 35 7. The conductor shall be installed one turn on top of the previous turn. 36 All turns shall be installed in a clockwise direction. The conductors 37 shall be secured to prevent floating with 2 -inch lengths of high 38 temperature foam backer rod sized for a snug fit. The backer rod shall 39 be spaced at 2 -foot intervals around the perimeter of the sawcut and 40 at corners. 41 42 8. Installation of the sealant shall completely encapsulate the loop 43 conductors. A minimum of one inch of sealant shall be provided 44 between the top of the conductors and the top of the sawcut. The top 45 of the sealant shall be flush to 1/8 inch below the top of the sawcut. 46 47 9. Use of kerosene solvent is prohibited. 48 ELEC 20131OCTOBER October 30, 2013 2 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Test for Induction Loops and Lead -in Cable Section 8- 20.3(14)D is supplemented with the following: (NWR October 5, 2009) Induction Loop Tests Test A and Test D are revised as follows: Test A — The DC resistance between the 2 lead -in cable wires, including the loop, shall be measured by a volt ohmmeter. The resistance shall not exceed 5 -ohms or lower the Q of the circuit below 5 where Q is equal to the "Inductive Impedance @ 50 kHz" divided by "Resistance. Test D - An inductance test shall be made to determine the inductance level of each inductance loop. The Contractor shall record the inductance level of each inductance loop installed on the project and shall furnish the findings to the Engineer. An induction level, as measured from the controller cabinet, below 50- microhenries is considered a failure. NWR February 11, 2013) Loop Sealant Loop sealants shall be installed per manufacturer's recommendations. 3M Blank 5000 sealant shall be installed so that the sealant is protected from wheel tracking prior to the sealant being fully cured. When 3M Black 5000 loop sealant is installed below the final lift of an HMA installation, a minimum of 5 consecutive days of cure time is required before the final. lift is installed. 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C 1 o D ?_ 3 x z ;7 DC �� MWX 7 C O 0 Ln OD m �<W ooh OC e ;Noox `G x �O D-v 1 o m a 3 ,D N X II n o 3 CD ° X W n CD CD A C7 O U) M mD U nT Z 1 M r_ Z M NO Q T M C F _o + N N Z Z I N�z O 01 z rq y° �?vi rn 0m ` �i z 'z�x Zx D pZ m N O me U) C /� / ^ �JJ T V FT 1 O �7 rn N 0Co o D CD M may= � (A C4 D -o m Z O U) o z -' N O "EXHIBIT C" SHEET 4 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) D me U) C Ln N o O Q m� LD o D CD M � � (A C4 D -o m Z x o °m < -h D Coll N O N z o Ln Cl) C R° X - m ono O YI C (nZ zv 'n� M G)i. n C) E -U O D M Z7 o N o =�@ M �m C�M o r m z z �o�C� O NCn N "EXHIBIT C" SHEET 4 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) D - .G +i _. MATCHUNE SEE SHEET 2 me C Ln N o O m�D M �Z m� o D �- =m � � N D M M Z fio °m N M N W 0 o Ln Cl) C R° X - m ono YI C (nZ zv 'n� G)i. D, C) E -U O D M Z7 o N M A M �m C�M cD C r m z n D �o�C� NCn 0 r m Q -- o cu'i� o cn & II i Z — 3 r D 0 0 0 v M Mz Z N � L m 0 0 0 0 1 Ln + + + 0 - .G +i _. MATCHUNE SEE SHEET 2 me C Ln M o ch �_ m� o D ^7 X41 Z �D D M M Z fio °m N M N W 0 cn Cl) C R° X - m ono YI (nZ zv 'n� G)i. 0 0 o m M M �m C�M (n n D NCn 0 r m Cn ihUn L" U & K i Z — z D 0 0 0 0 M Mz Z C (n �m 0 0 0 me C M z C m� a L ^7 X41 r' �D D D fio M N W 0 cn Cl) C R° X - m ono (nZ Co G)i. M (n n D NCn 0 r ihUn L" U & K i Z — r m C (n 0 0 0 0 1 + + + + G �Q, 1 1. a L ^7 X41 r' o M Z PFN z N i N O D N ~" < 6, Z O X fTl N o 5- N �7 S m M orz+rn _O czi Z n z C: D C Iz "z m z z "EXHIBIT C" SHEET 5 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) r kl�v OD [> 0 cz) (n (n O 0 o CD 77 C r � c � N 0 ° c 3 O O 3 O a d O (D O Se G 3 o c (n M D z O W _ n _ o �C7 m z -O U IM � ;U N cry � fTl rn O O N < C- o D A FT] O O Z A Z O c) °' fl o O C- m m M C7 0 z� a y "EXHIBIT C" SHEET 5 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) r kl�v OD [> 0 cz) (n (n O 0 o CD 77 C r � c � N 0 ° c 3 O O 3 O a d O (D O Se G 3 o c CA N z O m o X Cn q Q W cn � CD �1 � fTl m N < O —^ o D A c li O 1O Z A Z _ a °' fl o O C- m m M C7 0 r a y ? o m-r, M -P O a' Z O N "EXHIBIT C" SHEET 5 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) r kl�v OD [> 0 cz) (n (n O 0 o CD 77 C r � c � N 0 ° c 3 O O 3 O a d O (D O Se G 3 o c � z f. tO m o X Cn q r w W cn � N N �1 Z m 0 o CL H o O O rn 1O O A Z _ a °' fl o °m m m a 0 r a y ? � U) _ � a' N N M 0 � C 0 X Cn q r w W cn cn o K D Z O U O Z 1O O M M Z °' fl o °m M r M N U) cn c a' C HI vi z Z© 0 0 o m D M m %1 ... m r� Z nX M TT M Cn (i "0 n z n U T D 0 0 0mi mZ Z �cUnn nZ Ym z 5 1 M C � C X M D(n p D D Z 0i O 1O O °' fl o 0 M M U) cn c a' C vi z D 2 %1 Z nX M (i D n n U U � �Uii �cUnn nZ O II x = T. iC M M Cn W Cl N o °_ W o U °O_ + + + + e N o ,I " M M � { + A Af Z lz < y0 o �- ;J x m 0"lm om z N 0 s z= D • �, r °z zz m ) N Do N = O 7 N y N O S a � O O c � 1 y 7 w m C ° Q D A O N tt H Q w m� My v o m ° 7 Q p = 1 O S �+ ko a s � o N d W Q en o m O rn N M °' < m (D CL w O W N "EXHIBIT C" SHEET 6 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 MATS, H LINE S 320TH ST PRESERVATION PROJECT SEE SHEET 6 Lorena Eng, PE (Northwest Region Administrator) :E -0 cn rn(ox - n CPi N (f m O T y - x o FT] N T V 0 OHO T V Q0 m 0 ;;a nm N (� Ul M Fr� D = -* C) D W °° 0 SOU o r ' 0 U7 C L7 to N_ l (n z Q° "EXHIBIT C" SHEET 6 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 MATS, H LINE S 320TH ST PRESERVATION PROJECT SEE SHEET 6 Lorena Eng, PE (Northwest Region Administrator) :E -0 cn rn(ox T 0 n CPi N W m O T y - x o m U) � T V 0 o T V Q0 m 0 ;;a nm N (� Ul M O 3 N -* 0 D W °° 0 Q o r z 0 U7 C L7 to N_ l (n O C- Q° M C7 O :T- Iil r- kD II I o m — O � zv O N "EXHIBIT C" SHEET 6 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 MATS, H LINE S 320TH ST PRESERVATION PROJECT SEE SHEET 6 Lorena Eng, PE (Northwest Region Administrator) AI :E -0 cn rn(ox T 0 n N W m z T y - x o m D o o N - 0 N-1 (� o Z 3 `- a 0 M �o °° 0 0 o r M 0 U7 C L7 to N_ l (n COLA Q° O :T- Iil r- kD II I L" Q1 0 Ln ° 0 („ 0 � zv Q W C) a C> rn cil m 0 o AI D OM M0 z-0 ..ID M X Z CO O �{ ?m zo O (n -4 �m m� �C cnD cnn n O 0 �n a M m se l -s Are J S MDC :E -0 cn rn(ox T 0 n N W UI -I T y - x o �_ o D o C." o - 0 N-1 M M Z 3 -1O O 0 M X °° 0 0 o r M 0 U7 C L7 to N_ l (n (n C Q° O z D Y/ � zv N 0 W C) a C> y m 0 �M 'm .Q �m Z .X m U) r Cn D n N Z W ? = o 0 0 0 0 Tz M Z zjm z G) 11 M i D OM M0 z-0 ..ID M X Z CO O �{ ?m zo O (n -4 �m m� �C cnD cnn n O 0 �n a M m se l -s Are J S MDC :E -0 cn rn(ox Or- (n OD 66-- ��fTl M xz OOx C) O p I O Q - x I b O Q 60 O1< 0 3 W C X x W ;7 X M c c O Q z o� o' 3 3 0 N-1 � 3 -1O O O X °° 0 0 o � M 0 U7 C L7 to l (n (n C Q° O z D � 00 z 0 �M Z --I U) r D n N N W ? = o o Ul Y -U 11 M i W (T O N O O W Ui O Ch O O + + + + No U M D U� z= M r -i M 4�- V N O rt 0 G O O Q o' 3 3 0 � 3 CD O a o � a ° 0 O m U M D U� z= M r -i M 4�- TO Q. T M CM 2� N = N O 1 z z Vi(n� ° �y � X. oMrn o m 0 f z n zC : ._ z ° i D Z rr, "EXHIBIT C" SHEET 7 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) U) 0 0 ;U V J N C O m0A Oz UI 2 O O D � o M D = w �m O O U) O O —i w z "EXHIBIT C" SHEET 7 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) U) 0 0 0 w N N C O m0A Oz UI 2 0 ., D (A o G7 rn _ � �7 n U) w �m O 1 N D O O —i w go O r z � N_ M O C- w O M n cn co c Q° o =� c o rn I Lnn O 0 N "EXHIBIT C" SHEET 7 OF 7 Construction Agreement No. GCB 1843 SR 5 (MP 143.83 Left - Right) TA 4950 S 320TH ST PRESERVATION PROJECT Lorena Eng, PE (Northwest Region Administrator) 1 25th Ave. 111111111 MATCHLINE SEE SHEET 5 0 0 0 M N C o m0A Oz UI U, 0 ., �.=m (A o 01 _ � N Z 1 � O O O go D r � N_ M cN w O cn co c Q° Z c G) Lnn w 0 0 > D cco mD m O w No N 0 N 0 A o Ln cD r M z M Ul U) O Ut p A 0- z (D d M 0) 0 UI 0 0 CM 0 D D ;, a n 0 M 0 0 0 1G) Z L cNn � CD (D II , rn o M 0 /\ V 1 25th Ave. 111111111 MATCHLINE SEE SHEET 5 0 0 0 M C C cn M = UI U, 0 ., o (A o CD vo Z Z 1 � O O O go D r N_ M cN cn co c Q° Z G) Z z 0 0 o cco mD m m M 71m C %1 Z M �� M (n C M Z D D ;, a n 0 M 0 0 0 1G) Z L m � M C C CC M ., z m� a 1 � O O O go D M cN cn co c Q° Z CD V cco D Z %1 Z �� M (n C U) D 0 Z = o g L � II M /\ °o, 0 0 o C S P .,