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Home My WebLink AboutCAG2024-376 - Original - Washington State Department of Transportation - Construction Agreement Willil/Naden/74th - 8/2/24 FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) WASHINGTON Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Karin Bayes for Alex Murillo Public Works Date Sent: Date Required: c 07/30/2024 8/5/2024 Q Mayor or Designee to Sign. Date of Council Approval: Q Interlocal Agreement Uploaded to Website N/A Budget Account Number: Grant? Yes NoF-] R20150.110 Budget?❑✓ Yes ONO Type: N/A Vendor Name: Category: WSDOT Contract Vendor Number: Sub-Category- Original 0 'M Project Name: Willis/Naden/74th Ave Improvements CProject Details: Modification to the Naden Ave/74th Ave intersection of SR 516, including channelization revisions, modifications to curb/gutter/sidewalk, median island, and paving. C Basis for Selection of Contractor: AgreementAmount:TBD Other *Memo to Mayor must be attached i Start Date: Upon Execution Termination Date: N/A a Local Business? Yes F—]No*If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspace. Business License Verification: El Yes In-Process F1 Exempt(KCC 5.01.045) FlAuthorized Signer Verified Notice required prior to disclosure? Contract Number: Yes No CAG2024-376 Comments: IM C C 3 0 a Date Received:City Attorney: 7/30/24 Date Routed:Mayor's Office 8/1/24 6ity Clerk's Office 8/2/24 adccW22373_7_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 AM Washington State Department of Transportation Public Agency Construction Agreement Contact Name Alex M Murillo, PE Title Engineering Supervisor Construction by Public Agency on Address City of Kent State Highway Right of Way at Public Works Department Public Agency Expense 220 Fourth Avenue South, Kent,WA 98032 Phone 253-856-5528 Email amurillo@KentWA.gov Agreement Number ProjectTitle GCC 1011 Willis/Naden/74th Ave Improvements State Route Number Mile Post Control Section Description of Improvements 167/516 19 62/4.77 Modification to the Naden Ave/74th Ave intersection of SR 516, including channelization revisions, modifications to Exhibits Attached curb/gutter/sidewalk, median island, and paving. Exhibit A: Special Provisions, 8 pages No work may commence on the state route without obtaining Exhibit B: Right of Way Plan, 1 page approved traffic control plans. Exhibit C: Approved Channelization Plan, 8 pages Exhibit D: Construction Plans,41 pages Exhibit E: This Agreement is between the Washington State Department of Transportation (WSDOT)and the above-named governmental entity (Agency), hereinafter referred to individually as the"Party"and collectively as the"Parties." Recitals 1 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 referred to as"Improvements." 2. WSDOT is willing to authorize the Agency to construct the Improvements subject to the terms and conditions of this Agreement. 3. 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 4 WSDOT is prohibited from the costs of mitigating utilities without a real property right under chapter 47.44 RCW Now therefore, pursuant to RCW 47.28.140 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 WSDOT with its Plans and Specifications for the proposed Improvements. WSDOT 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. DOT Form 224-032 Page 1 of 7 Revised 10/2023 2.0 Right of Entry 2.1 Agency Subject to the terms of this Agreement,WSDOT 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 WSDOT jurisdiction, onto which access is necessary to construct, operate and/or maintain the Improvements.While on WSDOT premises,the Agency, its agents, employees, or subcontractors shall comply with all WSDOT safety and security policies and regulations Including requirements for the prevention of transmission of communicable diseases(such as Covid). Granting of such right of entry in no way relieves the Agency of its permitting obligations set forth in Section 3.7 herein 22 If WSDOT has approved any limited access breaks for the Improvements,the Agency shall comply with the terms and conditions of such approval. 2.3 WSDOT The Agency hereby grants to WSDOT, its employees, authorized agents, contractors, and subcontractors, a right of entry upon all Agency-owned property necessary for WSDOT's design review, inspection, and, as applicable, maintenance and/or operation of the Improvements as provided in Section 6, below. 3.0 Construction 31 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 WSDOT,the Agency, and the Agency's contractor(if applicable)shall be present.The Agency shall give a minimum of ten(10)working days notice to WSDOT's construction representative prior to holding the pre-construction conference Working days for this Agreement are defined as Monday through Friday, excluding Washington State furlough days or state holidays pursuant to RCW 1.16.050 33 Construction of Improvements 3 3 1 The Agency shall construct the Improvements after review and prior written approval by WSDOT, in its sole discretion, and as shown on the attached Exhibits All design and construction shall be at the Agency's sole cost and expense; WSDOT shall not be required to contribute to the Improvements'construction.Any proposed changes to the Improvements'plans or specifications previously approved by WSDOT require further WSDOT review and prior written approval before implementing the changes 3.3.2 The Agency agrees and shall construct the Improvements to the satisfaction of WSDOT 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(Standard Specifications), and shall be subject to WSDOT inspection.All terms and conditions of the Standard Specifications shall be satisfied in every respect by the Agency and its contractors, unless the prior written approval of WSDOT has been obtained authorizing such changes. The Parties agree that WSDOT inspections and acceptances regarding the Improvements are solely for the benefit of WSDOT 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 WSDOT's prior written authorization. 3.4 Construction Schedule In addition to the requirements in Section 3.2,WSDOT 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 WSDOT's construction representative of any changes to the construction schedule at least five(5)working days prior to implementation.Working days are defined in Section 3.2. 3.5 Public 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, in writing, by WSDOT 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,WSDOT, 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 WSDOT and the Agency's contractor shall be through an authorized representative of the Agency. DOT Form 224-032 Page 2 of 7 Revised 1012023 3.6 Supervision of Work The Agency, at its own expense, shall adequately supervise construction of the Improvements by itself, its contractor, subcontractor, 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 supervision of the work shall not be lessened or otherwise affected by WSDOT's review and concurrence with the Agency's plans, specifications, or work, or by WSDOT's construction representative's presence at the work site to assist in determining that the work and materials meet this Agreement's requirements. 37 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 WSDOT's Clear Zone Guidelines as specified within WSDOT'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 WSDOT's guidelines. 39 Protection of Property Unless authorized by WSDOT 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 WSDOT'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 WSDOT's and/or the property owner'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 Information on Survey Monuments can be found at WSDOT's Geographic Services Office Website: httpsJfwww wsdot wa.00vl Monument/gishndex 1 , . 3.10 Cultural Resources If any archaeological or historical resources are revealed in the work vicinity,the Agency shall immediately stop work, notify WSDOT's construction representative and retain a US Secretary of the Interior's qualified archaeologist. Said archaeologist shall evaluate the site and make recommendations to WSDOT regarding the continuance of the work. 311 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 WSDOT's sole satisfaction The Agency agrees to take corrective action if directed by WSDOT. 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,WSDOT shall determine what work must be completed to restore WSDOT 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 facilities and right of way, WSDOT may perform, or contract to perform,the restoration work at the Agency's sole expense The Agency agrees that all direct and related indirect costs associated with Agreement termination, including engineering, completing WSDOT 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 41 Final Inspection The Agency shall notify WSDOT, in writing, of its completion of the Improvements within five(5)working days of such completion. The Agency shall include in the written notice a proposed date on which to meet with WSDOT for the purpose of conducting a final inspection of the Improvements. WSDOT will not make its final inspection of the Improvements until all Agency construction work required under this Agreement has been completed. 42 WSDOT's Acceptance 4.2.1 WSDOT will provide the Agency with a Letter of Acceptance for the Improvements after the following items have DOT Form 224-032 been completed: Page 3 of 7 Revised 10/2023 (a) Satisfactory completion of the Improvements and all Agency obligations hereunder; (b) Final inspection of the Improvements; (c) Submittal by the Agency to WSDOT of a complete set of as-built plans for the Improvements; (d) Receipt of material acceptance documentation by WSDOT(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 WSDOT from requiring the Agency to remedy any and all work deficiencies not identified by WSDOT during its inspection. 42.2 WSDOT 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 WSDOT's written notification If any issues cannot be resolved within forty-five(45)calendar days after WSDOT'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,WSDOT will deliver the Letter of Acceptance to the Agency 42.4 The Agency shall continue to be responsible for all actual direct and related indirect costs to WSDOT including inspection and monitoring, until the outstanding issue(s)has been resolved and a Letter of Acceptance has been issued. 5.0 Insurance and Indemnification 5 1 Insurance In addition to any required workers compensation insurance,the Agency and its contractors 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; this coverage may be any combination of primary, umbrella and/or excess coverage affording total liability limits 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; this coverage may be any combination of primary, umbrella and/or excess coverage affording total liability limits of not less than $1 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; d) Such insurance policies or related certificates of insurance shall name the Washington State Department of Transportation (WSDOT)as an additional insured on all general liability, automobile liability, employers'liability, and excess policies, and shall only be provided pursuant to form CG-20-10(1985 edition)or a combination of the following: CG 2010 entitled "Additional Insured-Owners, Lessees or Contractors-Scheduled Person or Organization"and CG 2037 entitled"Additional Insured-Owners, Lessees or Contractors-Completed Operations"; or CG 2033 entitled"Additional Insured-Owners, Lessees or Contractors-Automatic Status When Required in Construction Agreement With You"and CG 2037 entitled "Additional Insured-Owners, Lessees or Contractors-Completed Operations" No form shall contain limitations or exclusions with respect to"products/completed operations"or ongoing operations coverage No additional insured endorsement shall seek to limit coverage for the additional insureds for their own negligence with respect to liability arising out of Project operations and/or solely to vicarious liability arising out of the ongoing or completed operations of the named insured, its contractors, subcontractors of any tier, consultants, agents or employees The additional insured coverage afforded shall be"primary and non-contributory"with respect to any other coverage which may be available to WSDOT All coverages afforded to WSDOT as an additional insured shall also contain a waiver of subrogation endorsement made in favor of WSDOT. e) In lieu of satisfying the insurance requirements of a. -d. above, 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 WSDOT 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. f) 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 DOT Form 224-032 Page 4 of 7 Revised 10/2023 g) 5 2 Indemnification To the extent permissible under law,the Agency, its successors and assigns, agree to indemnify, defend, and hold harmless WSDOT and 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 of way 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 WSDOT or 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 WSDOT, its officers and employees; provided that, if such claims, suits, or actions result from the concurrent negligence of(a)WSDOT, 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 WSDOT, 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 WSDOT 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 WSDOT 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: WSDOT 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 WSDOT pursuant to chapter 47 24 RCW and the City Streets as Part of State Highways Guidelines developed between the Association of Washington Cities and WSDOT, as may be revised from time to time. 62 Emergency Work by WSDOT If WSDOT determines in good faith that emergency work to any Improvements 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 WSDOT without prior approval of the Agency, and the Agency agrees to pay all of WSDOT's direct and related indirect costs for performing the work. The Agency will be notified of the emergency work and the necessity for it at WSDOT's earliest opportunity WSDOT shall provide to the Agency a detailed invoice for such emergency work. The terms of this section shall survive the termination of this Agreement. 7.0 Payment 7.1 Reimbursable Costs The Agency shall reimburse WSDOT for all actual direct and related indirect costs incurred by WSDOT 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 Costs incurred under this Agreement may be billed under the following account: JA 9775 7.2 Invoices The Agency agrees to reimburse WSDOT for the actual direct and related indirect costs,within thirty(30)calendar days from receipt of an invoice(the"Due Date"). In the event the Agency fails to make payment by the Due Date,the Agency will pay WSDOT interest on outstanding balances at the rate of twelve percent(12%)per annum, or the highest rate of interest allowable by law,whichever is greater. Interest shall be calculated from the Due Date to the date of payment. 8.0 Utility Mitigation 8.1 The Parties agree that utilities in conflict with the Project,shall be identified in a timely manner that does not delay the Project. The Parties agree to work together in good faith to identify all utilities in conflict with the Project. The Agency shall develop DOT Form 224-032 Page 5 of 7 Revised 10/2023 a utility listing of all facilities in conflict with the project located in each jurisdiction and include the mode of occupation or accommodation for each utility, including but not limited to a franchise, permit, lease, easement, etc.The Parties agree to work together to conduct a thorough utility conflict analysis. The Agency further agrees that all utility conflicts within WSDOT right- of-way, shall be resolved according to WSDOT standards contained within the WSDOT Utility Accommodation Policy and in a manner as to not adversely affect the safety of the traveling motor public. 8.2 The PARTIES agree that WSDOT will require any utilities in conflict with the project which occupy the right-of-way under a WSDOT franchise to be responsible for the costs related to mitigation. The Agency agrees it shall reimburse WSDOT all direct and indirect costs incurred by WSDOT for any work related to mitigating utility conflicts located within WSDOT right-of-way. 83 The Parties agree that WSDOT will not be responsible for any cost related to utility mitigation for the Project. WSDOT, at its sole discretion, reserves the right to alter, de-scope or terminate any of the Project within the Agency's jurisdiction at any time if the terms of this section are not satisfied 9.0 Miscellaneous Terms 9.1 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. In case of termination WSDOT, 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 remove its Improvements, removal may be performed by WSDOT without prior approval of the Agency.The Agency agrees to pay WSDOT's direct and related indirect costs for performing the work WSDOT shall provide to the Agency a detailed invoice for such removal work 9.2 Term of Agreement Should the Agency not begin construction within eighteen(18)months after the date of execution,the Agreement shall automatically terminate, unless WSDOT, in its sole discretion, grants a prior,written time extension.As part of any time extension granted by WSDOT, the Plans and Specifications attached hereto must be revised to meet WSDOT'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 WSDOT'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 WSDOT pursuant to Section 4 or as otherwise provided herein 93 Assignment of Agreement No assignment or transfer of this Agreement in any manner whatsoever shall be valid, nor vest any rights hereby granted, until WSDOT consents thereto in advance and in writing, and the assignee accepts all terms of this Agreement 9.4 Non-Exclusivity This Agreement shall not be deemed or held to be an exclusive one and shall not prohibit WSDOT 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 WSDOT 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 9.5 Records Retention and Audit All records related to this Agreement shall be held and kept available for inspection and audit for a period of six(6)years from the date of termination of this Agreement or any final payment authorized under this Agreement,whichever is later. Each Party shall have full access to and right to examine said records, during normal business hours and as often as deemed necessary. In the event of litigation or claim arising from the performance of this Agreement, the Parties agree to maintain the records and accounts until such litigation, appeal or claims are finally resolved This section shall survive the termination of this Agreement. 96 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 agreed to in advance and in writing and signed by persons authorized to bind each of the Parties. 97 Disputes In the event that a dispute arises under this Agreement, it shall be resolved as follows:WSDOT and the Agency shall each appoint a member to a Dispute 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 Dispute Board member; however, each Party shall be responsible for its own costs and fees DOT Form 224-032 Page 6 of 7 Revised 10/2023 9.8 Venue and Attorney's 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 upon completion of the dispute resolution process set forth in Section 8 7 above,the Parties hereto agree that any such action or proceedings shall be brought in Olympia ,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. 99 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 WSDOT. 9.10 Termination of Agreement WSDOT may terminate this agreement in whole or in part,without penalty or further liability in the event of the following: a) Termination for Default Upon prior written notice,WSDOT may terminate this Agreement for failure to perform or abide by any provision of this Agreement b) Termination for Cause If for any cause either Party does not fulfill in a timely and proper manner its obligations under this Agreement, or if either Party violates any of these terms and conditions,the aggrieved Party will give the other Party written notice of such failure or violation The responsible Party will be given the opportunity to correct the violation or failure within fifteen(15) working days If the failure or violation is not corrected,this Agreement may be terminated immediately by written notice of the aggrieved Party to the other c) Termination for Withdrawal of Authority In the event that either Party's authority to perform any of its duties is withdrawn, reduced, or limited in any way, or if funding is withdrawn after the commencement of this Agreement, either Party may terminate this Agreement by seven (7) calendar days written notice. No penalty shall accrue to the terminating Party in the event this section shall be exercised. If this Agreement is terminated prior to the fulfillment of the terms stated herein, the Agency shall reimburse WSDOT 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 9.11 Counterpart and Electronic Signature This Agreement may be signed in multiple counterparts,each of which constitutes an original and all of which taken together constitute one and same agreement Electronic signatures or signatures transmitted via e-mail in a"PDF" may be used in place of original signatures on this Agreement.The Parties intend to be bound by its electronic or"PDF"signature on this Agreement, are aware that the other Parties are relying on its electronic or"PDF"signature and waives any defenses to the enforcement of this Agreement based upon the form of signature. In Witness Whereof,the parties hereto have executed this Agreement as of the Party's date last signed below Washington State Public Agency Department of Transportation �GuS.!•p�.NRwd w pp.:aueiM ena Oevelaper Ramin Pazooki°° °• °°�� Signature -- •o= iuer°�+'' 9 � Signature: I By: Dana Ralph By: Ramin Pazooki Print Name II Print Name Title: Mayor _ Title: Utilities& Developer Services Manager Date: 08/02/2024 Date: 7/29/2024 DOT Form 224-032 Page 7 of 7 Revised 10/2023 SPECIAL PROVISIONS County Projects on State Highways City Projects on Limited Access State Highways Agreement Number: GCC 1011 The Agreement and these Special Provisions apply to all construction items within WSDOT jurisdiction and maintenance responsibility only (RCW 47.24.020). Applicable provisions are denoted by( ® ) ® 1. WSDOT REPRESENTATIVEINOTICE TO PROCEED. (Applicable to ALL Projects) No Improvements provided for herein shall be performed until the Agency is authorized by the following WSDOT representative: Rick Johnson,WSDOT Construction Representative WSDOT Northwest Region NB82-240 15700 Dayton Avenue North PO Box 330310 Seattle WA 98133-9710 206-200-8350(cell) io h nsor(d)wsdot.wa.Qov ® 2. PLAN CHANGES(Applicable to ALL Projects) • AGENCY CHANGE ORDERS/ADDENDAS Changes to-any previously Approved Plans affecting WSDOT-owned highway right-of-way or highway right-of-way under WSDOT jurisdiction must be reviewed and approved in writing by WSDOT prior to execution and implementation • WSDOT REQUIRED CHANGES OR CORRECTIONS WSDOT reserves the right to require changes or corrections due to plan omissions or details not in conformance with WSDOT's Standard Specifications,Standard Plans,Design Manual-Design Standards and/or Project Special Provisions ® 3. DELAY TO WSDOT CONTRACTS(Applicable to ALL Projects) The Agency agrees to schedule and perform the Improvements herein in such a manner as not to delay WSDOT's contractor in the performance of any WSDOT contract in the area. WSDOT shall in no way be held liable for any damage to the Agency or the Agency's contractor,by reason of any such work by WSDOT,its agents or representatives, or by the exercise of any rights by WSDOT upon any applicable roads,streets,public places,or structures. ® 4. AMERICANS WITH DISABILITIES ACT(ADA)STANDARDS(Applicable to ALL New Construction and Alteration Projects). All public entities are required to follow the Americans with Disabilities Act of 1990(ADA),regardless of funding sources. Wherever pedestrian facilities are intended to be a part of the transportation facility,federal regulations require that those pedestrian facilities meet ADA standards All new construction or alteration of existing transportation facilities must be designed and constructed to be accessible to and usable by persons with disabilities per Title II of the ADA(28 CFR Part 35 151)and Section 504 regulations(49 CFR Part 27 7(c)). Neither cost nor schedule are factors in determining whether the ADA standards can be met,nor are they factors in determining the feasibility of complying with the standard An alteration project must be planned,designed,and constructed so that the required accessibility improvements occur at the same time as the alteration The following are not considered Alteration Projects: Spot Pavement Repair,Liquid-Asphalt Sealing,Chip Seal(BST),Crack Sealing,and Lane Restriping that does not alter the usability of the shoulder. If there is uncertainty as to whether a project meets the definition of an alteration project,WSDOT's Construction Representative and the Agency's Representative shall consult with WSDOT's Regional ADA Coordinator If a situation is encountered where it may not be possible to fully meet the applicable accessibility requirements during alterations of existing facilities,WSDOT's Construction Representative and the Agency's Representative shall consult with WSDOT's Regional ADA Coordinator in order to develop a workable solution to meet the accessibility requirements to the maximum extent feasible(MEF). ® 5. ADA FEATURE AS-BUILT MEASUREMENTS(Applicable to ALL New Construction and Alteration Projects). The Agency shall be responsible for providing WSDOT with electronic As-Built records of all ADA feature improvements completed on the State Highway(s)in the Construction Agreement. The survey work shall include but not be limited to completing the measurements,recording the required measurements and completing other data fill-ins found on the ADA Measurement Forms,and transmitting the electronic Forms to WSDOT's Construction Representative. The ADA Measurement Forms are found at the following website location: htto:llwwvv.wsdot.wa.gov/Design/ADAGuidance.htm. In the instance where an ADA Feature does not meet accessibility requirements,all work to replace non-conforming work and then to measure,record the as-built measurements,and transmit the electronic Forms to the WSDOT's Construction Representative shall be completed as requested by WSDOT at no additional cost to the Agency,or WSDOT. WSDOT reserves the right to verify As-Built records for accuracy. Special Provisions-COUNTIESILIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02107/22 1 ® 6. SURVEY MONUMENTS(Applicable to ALL Projects) The Agency shall not disturb,remove,or destroy any existing Survey Monument before obtaining a Permit from the Washington State Department of Natural Resources(DNR). Resetting Survey Monuments shall be done by or under the direct supervision of a Licensed Professional Engineer or a Licensed Professional Land Surveyor A listing of Survey Monuments can be found at WSDOT's Geographic Services Office Website: htips:ilwww.wsdot.wa.¢ov/monument ® 7. ARCHAEOLOGICAL/HISTORICAL FINDINGS(Applicable to ALL Projects) If any archaeological or historical resources are revealed in the Work vicinity,the Agency shall immediately stop Work,notify WSDOT's Construction Representative,retain a qualified Archaeologist who shall evaluate the site,and make recommendations to WSDOT Representative regarding the continuance of Work ® 8. PROTECTION OF PUBLIC AND PRIVATE PROPERTY(Applicable to ALL Projects) The Agency shall assure that all Public and Private Property-including-but not limited to Electrical Equipment,Signs,Guide Markers,and Survey Monuments,on or near the project is not damaged,destroyed,or removed If any such property is disturbed,WSDOT's Construction Representative shall be notified within eight(8)hours. Any Private or Public Property that is damaged,removed,relocated or rendered less functional shall be replaced,repaired,or fully restored to the satisfaction of WSDOT's Construction Representative Construction shall be in conformance with WSDOT's Standard Specifications,Standard Plans,Design Standards,or Project Special Provisions. ® 9. TRAFFIC CONTROL AND PUBLIC SAFETY(Applicable to all City Projects within Limited Access Areas and/or City Projects within Managed Access Areas involving WSDOT maintained Traffic Signals,Freeway Ramps,or Ferry Traffic Applicable to all other City Projects when WSDOT assistance is requested by the City. Applicable to all County Projects) • TRAFFIC CONTROL PLANS(TCP's) Prior to construction and/or maintenance of this facility,the Agency shall submit Traffic Control Plans to WSDOT for Review and Approval at least fifteen(15)days in advance of the time that signing and other traffic control devices will be required. These TCP's shall be in compliance with The Manual on Uniform Traffic Control Devices(MUTCD)for Streets and Highways-Part 6(Temporary Traffic Control) h t s:llmutcd.fhwa.dot.aovhpdW2Q09rIr2l Mi.Pdf and Washington modifications thereto All TCPs shall be site specific,unless allowed otherwise by WSDOT. • MODIFICATION OR REVOCATION OF APPROVED TRAFFIC CONTROL PLANS WSDOT reserves the right to modify or revoke any Traffic Control Plan at any time due to unexpected emergencies or safety and operational problems for the traveling public. All costs and time delays associated with modification or revocation shall be borne by the Agency. WSDOT shall in no way be held liable for any delays, costs, or other damages to the Agency by reason of any such WSDOT action. • PERMITTED HOURS FOR LANE CLOSURES/WSDOT NOTIFICATION The working hours within State owned highway right-of-way or highway right-of-way under WSDOT 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 by the WSDOT in writing prior to construction Weekend or Holiday (including Canadian Holidays-Skagit & Whatcom Counties) work is not permitted without prior written permission from the WSDOT. Five (5) working days written notification shall be given to the WSDOT's Representative prior to any lane closure • SUSPENSION OF TRAFFIC CONTROL OPERATIONS WSDOT reserves the right to suspend all lane and shoulder 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 • TRAFFIC CONTROL CONSTRUCTION SIGNS The Agency's contractor shall install construction signs required in the Approved Traffic Control Plans as described hereinafter. o Class A Construction Signs are those signs that remain in in service throughout the construction or during a major phase of the work They are post mounted with the bottom of the sign located from five(5)to seven(7)feet above pavement elevation. o Class B Construction Signs are those signs that are placed and removed daily,or are used for short durations which may extend for no more than one(1)to three(3)days These signs are to be mounted on crashworthy temporary or portable supports and shall be no less than one(1)foot above the pavement elevation. • 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 Agency's operations and does not apply to pre-existing conditions or permanent Improvements Those operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans,and other Contract or Agreement requirements During nonworking hours,equipment or materials shall not be within the WZCZ unless they are protected by a guardrail or barrier The use of temporary concrete barrier shall be permitted only if WSDOT 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. Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 2 Non-essential vehicles and employees'private vehicles shall not be allowed 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 WSDOT has provided written approval. ® 10. TRAFFIC CONTROL SUPERVISOR(TCS) (Applicable to all County Projects and to City Projects within Limited Access Areas,and/or City Projects within Managed Access Areas involving WSDOT maintained Traffic Signals, Freeway Ramps,or Ferry Traffic). At the discretion of the WSDOT Representative identified in Special Provision No.1,the Agency or their Contractor shall employ an individual or individuals to perform the duties of Full-Time Traffic Control Supervisor(TCS),certified by WSDOT The TCS shall be present for Large or Complex Projects including but not limited to:Flagging,Lane Shifts or Closures,New Signal Construction,Signal Modifications,Roundabout Construction,Channelization Changes,or Night Work. The TCS's duties shall include: Having a current set of WSDOT approved traffic control plans(TCPs),applicable Contract Provisions as provided by the Contractor,the latest adopted edition of the MUTCD,including the Washington State Modifications to the MUTCD,the book Quality Guidelines for Temporary Work Zone Traffic Control Devices,the most current edition of the PROWAG,and applicable standards and Specifications; Inspecting traffic control devices, nighttime lighting for proper location and 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 Contractor shall maintain 24-hour telephone numbers at which the TCS can be contacted and be available on the job site within 45 minutes after notification from the WSDOT Representative at other than specified working hours ® 11. NOTIFICATION of LAW ENFORCEMENT and EMERGENY SERVICES(Applicable to Counties and Limited Access in All Cities) The Agency or their Contractor shall notify the Washington State Patrol,the County Sheriffs Department,the Local Police Department(s),the Local Fire Department(s),the Local Emergency Medical Services(EMS),and the Local Transit Agencies at least 72 hours in advance of Lane Closure, Road Closure,Detour Set-up,or Rolling Slowdown ® 12. WORKER VISIBILITY(Applicable to Counties and Limited Access in All Cities) • FLAGGER APPAREL Traffic Control Supervisors,Flaggers,Spotters,and others performing Traffic Control Labor of any kind shall comply with the following: (1) During daylight hours with clear visibility,workers shall wear a high-visibility ANSI/ISEA 107-2015 Class 2 or 3 vest or jacket,and hardhat meeting the high-visibility headwear requirements of WAC 296-155-305;and(2). During hours of darkness('/2 hour before sunset to'/z hour after sunrise)or other low visibility conditions(snow,rain,fog,etc.),workers shall wear a high-visibility ANSI/ISEA 107- 2015 Class 2 or 3 vest or jacket,high-visibility lower garment meeting ANSI/ISEA 107-2015 Class E,and headwear meeting the high- visibility headwear requirements of WAC 296-155-305. • APPAREL-OTHER CONTRACTOR PERSONNEL: The Agency and/or the Contractor shall require all other personnel in WSDOT-owned highway right-of-way or highway right-of-way under WSDOT jurisdiction under their control(including Service Providers,Subcontractors,and lower tier Subcontractors)that are on foot in the Work zone and are exposed to vehicle traffic or construction equipment to wear the high-visibility apparel meeting Performance Class 2 or 3 requirements of the ANSI/ISEA 107-2015 publication titled"American National Standard for High Visibility Safety Apparel and Headwear" ❑ 13. INTERFERENCE TO WSDOT HIGHWAY DRAINAGE(Applicable to Counties and Limited Access in All Cities) If the Improvements done under this Agreement interferes in any way with the drainage of WSDOT highway,the Agency shall wholly and at its own expense make such provision-as WSDOT may direct,to address the said drainage. ❑ 14. SEVERANCE AND SALE OF TIMBER AND OTHER PERSONALTY—REMOVAL OF NON-MARKETABLE MATERIALS(Applicable to Counties and Limited Access in All Cities) This Agreement is subject to RCW 47.12.140,and amendments thereto. This Agreement does not authorize the Agency,its'employees, contractors,or agents,any right to cut or remove any trees or timber located on WSDOT right-of way or upon state highway right of way under WSDOT jurisdiction without prior written approval from WSDOT ® 15. MAINTENANCE OF LANDSCAPING(Applicable to Cities ONLY) The Agency is responsible for the maintenance of all landscaping beyond the back of the curbs or edge of pavement,and in the median of divided highways. ® 16. MATERIALS AND QUALITY ASSURANCE/QUALITY CONTROL(QA/QC)(Applicable to ALL Projects) • MATERIALS AND WORKMANSHIP All materials and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction,current edition,and amendments thereto,and shall be subject to inspection by WSDOT. • 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 WSDOT's Construction Representative prior to beginning the next phase of construction. WSDOT reserves the right to verify the test results or to perform the testing. • APPROVAL OF MATERIALS- REQUEST for APPROVAL of MATERIALS(RAM) The RAM shall be prepared by the Contractor or Agency in accordance with the instructions on Form 350-071 and submitted to WSDOT's Construction Representative for approval before the material is incorporated into the Improvements. All material,including proposed Aggregate Sources,shall be listed on the RAM Form Approval of the material does not constitute acceptance of the material for incorporation into the Improvements Additional acceptance actions as noted on the RAM need to be completed prior to the materials Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 3 being incorporated into the Improvements. When requesting approval of an item that requires fabrication,both the fabricator and the manufacturer of the base material shall be identified on the RAM. QUALIFIED PRODUCTS LIST(QPL) The most current QPL list available at the time the product is proposed for use shall be used. The QPL submittal shall be prepared by the Contractor or Agency in accordance with the instructions in the QPL and submitted to WSDOT's Construction Representative prior to use. The QPL identifies the approved products,the applicable Specification Section,and the basis for acceptance at the project level The acceptance and use of these products is based upon additional job sampling and/or documentation. All additional acceptance actions need to be completed prior to the material being incorporated into the Improvements. Qualified products not conforming to the Specifications,not fulfilling the acceptance requirements,or improperly handled or installed,shall be replaced at the Contractor's expense. If there is a conflict between the QPL and the Contract,the provisions of the Contract shall take precedence over the QPL. The current QPL can be accessed online at www.wsdot.wa. ovlbixlmatsl ll I.cfrn. AGGREGATE SOURCE APPROVAL(ASA) All aggregates proposed for use on the project shall be from Pre-Approved WSDOT Sources. Pre-Approved Sources can be found on WSDOT's ASA database which contains results of WSDOT preliminary testing of aggregate sources. The ASA database can be accessed online at the agency website at: htto:ffwww.wsdot.wa.aovlbixlmatslASNASASearch.cfm. This database is used by WSDOT to indicate the approval status of these aggregate sources for applications that require preliminary testing as defined in the Contract. The ASA'Aggregate Source Approval Report'identifies the currently approved applications for each aggregate source listed The acceptance and use of these aggregates is contingent upon additional job sampling and/or documentation.Aggregates approved for applications on the ASA'Aggregate Source Approval Report'not conforming to the Specifications,not fulfilling the acceptance requirements,or improperly handled or installed,shall be replaced at the Contractor's or Local Agency's expense • HOT MIX ASPHALT(HMA)DESIGN Prior to Paving Operations,the Agency shall submit WSDOT approved HMA Mix Design(s)from WSDOT's Qualified Products List(QPL) for use on this project. • PAVING OPERATIONS NO PAVING OPERATIONS WILL BE PERMITTED WHEN IT IS RAINING or SNOWING. Written permission from WSDOT's Construction Representative shall be required if paving operations begin before April 1s',or after October 1s`. Surface temperature and other paving limitations as per WSDOT Standard Specifications shall be enforced • MATERIAL TRANSFERING DEVICE/VEHICLE The Contractor shall use a material transfer device(MTD)or material transfer vehicle(MTV)to deliver the HMA from the hauling equipment to the paving machine for any lift in(or partially in)the top 0.30 feet of the pavement section used in traffic lanes. However, an MTDN is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes,or for HMA mixture that is accepted by Visual Evaluation. At the Contractor's request the WSDOT Construction Representative may approve paving without an MTDN;the WSDOT Construction Representative will determine if an equitable adjustment in cost or time is due.If a windrow elevator is used,the WSDOT Construction Representative may limit the length of the windrow in urban areas or through intersections. • ROLLERS The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option,provided the specified densities are attained An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31 st of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling Operation of the roller shall be in accordance with the manufacturer's recommendations The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup,washboard,uneven compaction of the surface,or displacement of the mixture,or other undesirable results shall not be used. • JOINT SEALING All joints between existing and new pavement;or other cracks requiring repair shall be adequately cleaned and then sealed with PG 67-22 Liquid Asphalt in accordance with the manufacturer's recommendations.Filling shall be controlled to confine the material within the crack or joint. If,in the opinion of WSDOT's Construction Representative,the Contractor's method of filling results in an excessive amount of sealant on the pavement surface,filling shall be stopped and the method changed Any overflow shall be cleaned from the pavement surface • QUALIFICATION of CONCRETE SUPPLIERS Concrete Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association(NRMCA) A copy of that Certificate shall be submitted to WSDOT's Construction Representative prior to placement of cement concrete • CONCRETE MIX DESIGN Prior to any placement of cement concrete,the Agency shall submit WSDOT approved Mix Design(s)for use on this Project to WSDOT's Construction Representative ® 17. UNSUITABLE MATERIALS(Applicable to ALL Projects) If determined necessary by WSDOT,unsuitable material encountered during any excavation shall be removed and replaced to the satisfaction of WSDOT at the Agency's expense The replacement material shall be free-draining and granular,or other materials as determined by WSDOT's Construction Representative in accordance with the Standard Specifications. ❑ 18. DRAINAGE AND UTILITY CONSTRUCTION(Applicable to Counties and Limited Access in All Cities) • PIPE END TREATMENT. All culvert pipes shall have beveled end sections and quarry spalls shall be placed around end of pipes in the bottom of the ditch,and on the side of the slopes • UTILITY COVER ELEVATION. Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 4 All manholes,valve covers,and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of pavement or as directed by WSDOT. • DRAINAGE STRUCTURES Only structures stamped APPROVED by WSDOT's Fabrication Inspection Office shall be used on this project ® 19. RIGHT-OF-WAY PRESERVATION,MAINTENANCE,AND RESTORATION (Applicable to Counties and Limited Access in All Cities) The Agency shall preserve,maintain,establish and augment vegetation on the roadsides and within mitigation or sundry site areas This includes vegetation preservation,weed and pest control,furnishing and placing topsoil,compost,and soil amendments,and furnishing and planting seed,sod and plants of all forms and container types. This also includes performing plant establishment activities and soil bioengineering. Work shall be performed in accordance with WSDOT Specifications and as shown in the Plans or as designated by the Construction Representative. Trees,whips,shrubs,ground covers,cuttings,live stakes,live poles,live branches,rhizomes,tubers,rootstock, and seedlings will hereinafter be referred to collectively as"plants"or"plant material". Grass,wildflowers,and other plant materials installed in seed form will hereinafter be referred to collectively as"seed" Upon completion of all Improvement's,the Agency shall immediately remove all rubbish,scraps,brush,timber,waste materials,or other debris etc from State highway right of way,leaving the right of way in a safe,neat,and presentable condition to the WSDOT's sole satisfaction. The aesthetics of the right-of-way shall be as it was before the work started,or better. In addition,all WSDOT owned and maintained drainage systems must be,cleared of obstructions,restored,and fully operational. Any work-related clean up,restoration,necessary slope treatment/ protection,or drainage restoration of WSDOT-owned right of way not completed within seven(7)calendar days of work completion,unless WSDOT approves otherwise in writing,will be performed by WSDOT at the Agency's expense. The Agency agrees to reimburse WSDOT's actual direct and related indirect costs and expenses for performing the Improvements pursuant to the provisions of Section 7.0-Payment. ® 20. EROSION CONTROL and WATER POLLUTION CONTROL(Applicable to Counties and Limited Access in All Cities) • BEST MANAGEMENT PRACTICES(BMP'S) During construction of this project,the Agency shall furnish,install,maintain,remove and dispose of best management practices(BMPs), as defined in the Washington Administrative Code(WAC)173-201A,to manage erosion and water quality in accordance with these Specifications and as shown in the Plans,or as designated by the Construction Representative The Contracting Agency may have a National Pollution Discharge Elimination System Construction Stormwater General Permit(CSWGP)as identified in the Contract Special Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP to the Contractor when a CSWGP has been obtained.The Contracting Agency may not have a CSWGP for the project but may have another water quality related permit as identified in the Contract Special Provisions or the Contracting Agency may not have water quality related permits but the project is subject to applicable laws for the Work. ❑ 21. LANDSCAPING ON WSDOT RIGHT-OF-WAY(Applicable to Counties and Limited Access in All Cities) • PLANTINGS. If the Agency desires to plant and/or cultivate any shrubs,trees,hedges,or other domestic or native ornamental growth on WSDOT- owned highway right-of-way that is more extensive than regular WSDOT vegetation,the Agency shall obtain a Roadside Vegetation Permit(DOT Form 220-018)from WSDOT for the maintenance of the plantings. • IRRIGATION SYSTEMS. If the Agency desires to install an irrigation system,the Agency may be required to obtain additional approval. The Agency shall be responsible for water and electrical costs. ❑ 22. DISTURBANCE OF EXISTING RIGHT-OF-WAY VEGETATION(Applicable to Counties and Limited Access in All Cities) Unless otherwise authorized by WSDOT's representative in writing prior to the start of any Improvements,this Agreement does not authorize the Agency,its'employees,contractors,or agents,any right to cut,spray,retard,remove,destroy,disfigure,or in any way modify the physical condition of any vegetative or landscaping material located on WSDOT-owned highway right-of-way or upon state highway right of way under WSDOT jurisdiction Should the Agency anticipate that its'Improvements will alter the appearance of WSDOT-owned Highway right-of-way vegetation or landscaping,the Agency shall notify the Department Representative listed in Special Provision 1 to obtain WSDOT's prior written approval of the Agency's proposed Improvements. If WSDOT allows the Agency to modify WSDOT-owned highway right-of-way vegetation,it agrees that any vegetation cutting and/or trimming activities shall be conducted in such a manner that WSDOT-owned Highway right-of-way vegetation and landscaping appearance or functionality will not be altered or damaged. Should the Agency damage or alter the appearance of WSDOT-owned Highway right-of-way vegetation or landscaping without WSDOT's prior written approval,the Agency is subject to penalties provided for in RCW's 47.40.070,47 40.080,and 4.24.630,as applicable. ❑ 23. ILLUMINATION CONSTRUCTION/INSPECTION(Applicable to Counties and Limited Access in All Cities) • CONSTRUCTION The Agency shall assure that the construction of all illumination installed within WSDOT-owned highway right-of-way or highway right-of- way under WSDOT jurisdiction meets all requirements of WSDOT • ILLUMINATION DURING CONSTRUCTION Pre-existing illumination shall be maintained and functional at all times during construction until the new illumination is operational. ❑ 24. TRAFFIC SIGNAL CONSTRUCTION/INSPECTION (Applicable to City Projects within Limited Access Areas, Projects within Cities<27,500 Population,and all County Projects) • DESIGN/CONSTRUCTION The Agency shall assure that the design and construction of Traffic Signals and illumination on signal poles installed within WSDOT Highway right-of-way meets all requirements of WSDOT. Special Provisions-COUNTIES/LIMITED ACCESS Exhibit Agreement No.GCC 1011 Last Rev:02/07/22 5 • PERMITTING and INSPECTIONS Electrical installations are subject to electrical inspection in accordance with RCW 19 28.101.Electrical inspections may only be performed by an electrical inspector meeting the requirements of RCW 19 28 321. Electrical installations will not be accepted until they have been inspected and approved by an electrical inspector as required by this Section This inspection is required even if there is no new electrical service or new electrical meter being installed in the Contract. Installations within WSDOT right of way are subject to a minimum of a final inspection by a WSDOT certified electrical inspector as allowed by RCW 19 28.141.A separate permit is not required for electrical installations within WSDOT right of way. Additional inspections may be required at the discretion of the Engineer. Installations outside of WSDOT right of way are subject to permitting and inspection by the Washington State Department of Labor and Industries(L&I)or a local jurisdiction approved for that location by L&I. Approved local jurisdictions and their contacts can be found on the L&I website at www.Ini.wa.govfrradesLicensing0ectricallFeePermInssp/Citvinsbectors. • TRAFFIC SIGNAL STANDARDS-APPROVAL Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans,pre-approved plans,or special design plans If the proposed signal standards are not on WSDOT's PRE-APPROVED LIST (hitpalwww.Mdo,t.wA.gavlees_clbridgellightsignalstandardslindex.cfm),Signal Pole Shop Drawings(Electronic)shall be submitted to WSDOT's Construction Representative for transmittal to HQ for approval. • FOUNDATIONS Foundation concrete shall conform to the requirements for the specified class, be cast- in-place concrete and be constructed in accordance with Standard Specifications Sections 6-02 2 and 6-02.3 Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P and does not require air entrainment Concrete for pedestals and cabinets,Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000 Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present,the concrete shall be placed such that the free-fall is vertical down the center of the shaft without hitting the sides,the steel reinforcing bars, or the steel reinforcing bar cage bracing The Section 6- 02.3(6)restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft Steel reinforcing bars for foundations shall conform to Section 9-07. The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the sides of the excavation, then all gaps between the existing soil and the completed foundation shall be backfilled and compacted in accordance with Section 2-09.3(1)E Foundations shall be cast in one operation where practicable The exposed portions shall be formed to present a neat appearance • ILLUMINATION DURING CONSTRUCTION. Existing electrical systems,traffic signal or illumination,or approved temporary replacements,shall be kept in effective operation during the progress of the Work,except when shutdown is permitted to allow for alterations or final removal of the system. If a portion of an existing communication conduit system is damaged due to the Contractor's activities,the affected system shall be restored to original condition.Conduit shall be repaired Communication cables shall be replaced and the communication system shall be made fully operational within 24 hours of being damaged • TEMPORARY DETECTION SYSTEM. If any traffic detection loop is scheduled to be disabled,an approved temporary detection system shall be completely installed and made operational prior to any associated induction loop being disabled Detection loops damaged due to the Contractor's activities shall be replaced and signal detection shall be fully operational within 48 hours of being damaged;or-temporary detection shall be installed and operational. ■ TRAFFIC DETECTION LOOPS. The Contractor shall notify the Area Traffic Engineer through WSDOT's Construction Representative a minim m of five working days in advance of pavement removal or grinding in areas with existing loops All new traffic detection loops shall be installed after grinding or prior to paving the final lift of asphalt unless otherwise approved in writing by WSDOT's Construction Representative If WSDOT's Construction Representative suspects that damage to any traffic detection loop,not identified in the Plans as being replaced, may have resulted from Contractor's operations or is not operating adequately, WSDOT's Construction 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 WSDOT's Construction Representative. Loops that fail any of these tests shall be replaced and operational Traffic detection 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 WSDOT's Construction Representative. If traffic detection 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 WSDOT's Construction Representative prior to installation • TRAFFIC SIGNAL HEADS Unless ordered otherwise in writing by WSDOT's Construction 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 Signal Head Covering Material to clearly indicate the signal is not in operation • SIGNAL HEAD COVERING Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 6 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 configuration properly. The covers shall have an attachment method that will hold the cover securely to the signal in heavy wind. The covers shall be provided with a drain to expel any accumulated water • TRAFFIC SIGNAL PRE-TURN-ON COORDINATION MEETING AND TESTING. Prior to a Traffic Signal Turn-on event,the Agency/Contractor shall conduct a Pre Turn-on coordination meeting with the following Contracting Agency personnel included as invited attendees:WSDOT's Construction Representative,Electrical Inspector,Signal Operations Engineer,and Signal Maintenance Technician. The Agency/Contractor shall provide the Engineer a minimum of 5 days written notice of the proposed Pre Turn-on coordination meeting date and time. Prior to the Pre Turn-on coordination meeting,the Agency/Contractor shall complete the items of Improvements detailed in the Traffic Signal Turn-on Checklist and submit the completed checklist to WSDOT's Construction Representative.The Traffic Signal Turn-on Checklist form will be furnished to the Agency/Contractor by WSDOT's Construction Representative. Unless approved by WSDOT's Construction Representative,the permitted hours for Pre-Turn-On coordination and testing shall be per the Approved Traffic Control Plan(s)for the specific operation. • TRAFFIC SIGNAL TURN-ON AND/OR SWITCHOVER OPERATIONS. The Agency shall contact WSDOT's Construction Representative at least five(5)working days prior to scheduling a signal turn-on in order to assure that all appropriate items on WSDOT's"Traffic Signal Turn-On Checklist"are satisfactorily addressed. The Signal Turn- On or Switchover shall not occur until all applicable Checklist items are installed and/or connected. This Checklist can be located on WSDOT's web site at: htio:llwww.w_sdot-wa.qo_v_1NorthwesUDevelopmentServiceslLocalAgencv.him(Go to: "What is needed to turn on a traffic signal?') Prior to scheduling a turn-on date,the Agency/Contractor shall provide verification to WSDOT Construction Representative that all required testing has been satisfactorily completed. The traffic signal turn-on procedure shall not begin until all required channelization,pavement markings,illumination,signs,and sign lights are substantially complete and operational unless otherwise allowed by WSDOT's Construction Representative. If the Contractor is directed to turn off the traffic signal,the Contractor shall schedule a new turn-on date with the Engineer in accordance with the previously mentioned procedures. • PERMITTED HOURS FOR SIGNAL TURN-ON AND/OR SWITCH-OVER OPERATIONS. Unless approved by WSDOT's Construction Representative,the permitted hours for Traffic Signal Turn-on or Switch-Over shall be per the Approved Traffic Control Plan(s)for the specific operation. Signal Switchover and Turn-On operations are permitted only on Tuesday,Wednesday,or Thursday-except in the case of an emergency. No Switchover or Turn-On operations will be permitted on Monday, Friday,weekends,holidays,or the day preceding a holiday. • NEW SIGNAL AHEAD/SIGNAL REVISION WARNING SIGNING.- Whenever a new signal is constructed or an existing traffic signal is modified,Class A Construction Signs with the message"NEW SIGNAL AHEAD"(W20-902)or"SIGNAL REVISION AHEAD"(W20-903)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 WSDOT's Construction Representative These signs shall be 48"X 48;"black letters on orange background,and shall be post mounted. The bottom of the sign shall be mounted five(5)to seven(7)feet above the pavement elevation Each sign shall have three(3)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,durable cloth,or plastic The signs and flags shall stay erect for six to eight weeks or as directed by WSDOT's Construction Representative ❑ 25. INTELLIGENT TRANSPORTATION SYSTEM CONSTRUCTION/INSPECTION (Applicable to City Projects within Limited Access Areas, Projects within Cities<27,500 Population,and all County Projects) The Agency shall assure that the construction of Intelligent Transportation Systems owned by WSDOT meets all requirements of WSDOT If a portion of an existing communication conduit system is damaged due to the Contractor's activities,the affected system shall be restored to original condition. Conduit shall be repaired Communication cables shall be replaced and the communication system shall be made fully operational within 24 hours of being damaged. ❑ 26. SLIP-RESISTANT SURFACING FOR JUNCTION BOXES,CABLE VAULTS,AND PULL BOXES(Applicable to City Projects within Limited Access Areas,Projects within Cities<27,500 Population,and all County Projects) Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box or vault shall have slip-resistant surfacing material applied to the steel lid and frame of the box or vault Where the exposed portion of the frame is%inch wide 30 or less,slip-resistant surfacing material may be omitted from that portion of the frame. Slip-resistant surfacing material shall be identified with a permanent marking on the underside of each box or vault lid where it is applied.The permanent marking shall be formed with a mild steel weld bead,with a line thickness of at least 1/8 inch.The marking shall include a two character identification code for the type of material used and the year of manufacture or application The following materials are approved for application as slip-resistant material, and shall use the associated identification codes: 1) Harsco Industrial IKG, Mebac#1 -Steel:M 1; 2).W. S. Molnar Co.,SlipNOT Grade 3-Coarse:S3; 3). Thermion,SafTrax TH604 Grade #1 -Coarse:T1 ❑ 27. SIGN FABRICATION,INSTALLATION,AND MAINTENANCE(Applicable to ALL Projects) All Directional,Regulatory,and Stop Signs as well as Route Markers shall be installed as per the Approved Plans,WSDOT Standard Plans,or as directed by WSDOT's Construction Representative. The DEPARTMENT shall own and maintain these signs-unless the Agency signs a Contract or Maintenance Agreement with WSDOT to perform sign maintenance. All STOP,YIELD,DO NOT ENTER,WRONG WAY, FREEWAY ENTRANCE,HIGHWAY ENTRANCE and ROUTE MARKER signs shall be constructed entirely of Type III or IV reflective sheeting.All M series,I series,and D-10 series signs and all signs with blue or brown Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 7 backgrounds shall be constructed entirely of Type II reflective sheeting unless otherwise specified.Background reflective sheeting for all other signs shall be as noted in the Plans.Sign legends for all other signs shall be constructed of Type III or IV reflective sheeting.Sign legends include:borders,letters,numerals,symbols,shields,and arrows.Reflective legend sheeting types shall not be mixed on individual signs. All signs shall show the manufacturer's name and date of manufacture on the back. In addition,the width and height dimension,in inches,the Contract number,and the number of the sign as it appears in the Plans shall be placed using 3-inch series C black letters on the back of destination,distance,and large special signs Hand painted numbers are not permitted. ❑ 28. TRAFFIC REVISION WARNING SIGNING(Applicable to ALL Projects) When the permanent channelization of the highway is changed,Class A Construction Signs with the message"TRAFFIC REVISION AHEAD" (W20-901)signs shall be installed in advance of all affected directions of travel of the Project. The location of the signs shall be per Section 2C.05 of the MUTCD,or as directed by WSDOT's Construction Representative These signs shall be 48"X 48"black letters on orange background,and shall be post mounted The bottom of the sign shall be mounted five(5)to seven(7)feet above the pavement elevation. ® 29. REMOVAL OF PAVEMENT MARKINGS(Applicable to ALL Projects) Pavement markings to be removed shall be obliterated until all blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement.Grinding to remove pavement markings in their entirety is allowed in areas designated for applications of either Hot Mix Asphalt(HMA)or Bituminous Surface Treatment(BST) Pavement marking removal shall be performed from April 1st through September 30th and only in those areas that shall be paved within the same time window as the grinding,unless otherwise allowed by the Engineer in writing. For all cement concrete pavement and areas that will not be overlaid with hot mix asphalt or BST,grinding is allowed to a depth just above the pavement surface and then Water blasting or shot blasting shall be required to remove the remaining pavement markings. If in the opinion of the Engineer,the pavement is materially damaged by pavement marking removal,such damage shall be repaired by the Contractor in accordance with Section 1-07 13(1).Sand or other material deposited on the pavement as a result of removing lines and markings shall be removed as the Work progresses to avoid hazardous conditions. Accumulation of sand or other material which might interfere with drainage will not be permitted. ® 30. APPLICATION OF CHANNELIZATION PAVEMENT MARKINGS (Applicable to City Projects within Limited Access Areas, Projects within Cities<27,500 Population,and all County Projects) Two applications of paint shall be required for all paint stripe markings as per the WSDOT Standard Specifications Plastic Pavement Markings shall also be applied per the WSDOT Standard Specifications ® 31. PROTECTION OF NEWLY APPLIED PAVEMENT MARKINGS(Applicable to ALL Projects) The Agency shall not allow traffic onto or permit vehicles to cross newly applied pavement markings until they are sufficiently dry. Any portion of the pavement markings damaged by passing traffic or from any other cause shall be removed and replaced Tracked pavement marking material shall be sufficiently removed from the roadway. ® 32. ADVERTISING SIGNS(Applicable to Counties and Limited Access in All Cities) Any advertising adjacent to WSDOT Highways must be in compliance with the Scenic Vistas Act of 1971,Chapter 47 42 RCW and Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation of this Agreement. Advertising signs are allowed off WSDOT Highway right-of-way,subject to Local Codes and Regulations Special Provisions—COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 8 T.. 21.R.4E_W.M. ► •.! / _ w^^_ .. .. ""^•�"`�•. �-'^ ::�'^• ..-.- Cons rtudion A9/eemeM No OCC 1011 6 UA7J------ Axl+ F-161 ) mm- t —�� ____ _ _ _ __ - -_�__ _,_•_L=-- - - - SR16]I61fi IMP 19624�) f �� -..-�- WillisMatlenl]/IM1 Avellm ovemmtz _.- '__�____��__� �.__._____-. ��-��•.�• ,.m .'.YM1-rr-r--•�--r�-rt-+.+r .. Trn Y...- - �..•w+-.....�-T.++r�lnrr.. _'�- •- ALL PLANS ARE SUBJECT Ta cRANCEn I!1q,_ OWNERSHIP PRO Uln O RIGHTSED , Fer"iiienal RIW+eka don SSH 2-M ` 5j Ar-�r-"1 I `` ``T')n c-' \ n-• I WV*R,awT,mm./m6.-e r F.am Po.cnla l-3519,13515,<i-3534 See ^Sj ~ •+ 1YYL•�+l"\ i',LJ �b�T J�1 1=.�J��N r�a.� ya r"l.l��' npA=au.�nwr OR NA.ROT EE 11 0 IRI ~A�,6EE NG�GRR6HT J : FNapl•!xM<[6+x..w.YA d) .1.•w worwla v.P,,4 cwtai 53.[kzM1 M!M'.Jr.,.a'lH S•1465R 514y g!w SR 516 - •�.. I f/1 nro6aA,a a,rwA.oN �1 y".wN..l..=l.r:au.h VOID stC.zloPoowes#. F F� I r»�A rC� �: h1T Y r No •reoc zilnr.r r..IJ`- u6mce6 OFFICE I In NOTE: Rightaf Way and Limiiad l4c�fs Ill[ast of 4S �' - - ...�--. SR516 sto.MI00 SUpsyscal4d by F, a 211i90 � ilS]S + rs,m SR SIG Jc#,SRS To Jc}SR 167 Es#o6lishad Q 1 I r3S7 by Gomm F.10.issuad Nov.M.1969. - •�' IJ _ _ 21 rL� I 0 o O r� OY't Lot 2• a G T son U L '3 '1 Ir Gov't Lo+ I i ~�4A1 G •+ tvt 4 f ��\�' ii}IlGG1.3 57 i s °4P 1 ec- �S¢c.24 6 �� p r 1 G Boo {�YI ud ea S l _ 5 �• �1 'ti I wl N� I. >� - --- f .• P e �.�66.� II �� •$t - .. �� ^� ,1 _ ._ IP.T.809+Z4.64 i I _`" _.. - ST`---'w..'�^________• yl -'_ @C. G� __ _-"'`_ _____ __ _��=�^-�1�?.L1 T_c•_T1 '___ `c__�FI �. i 'I Y A1Jc. r wi.�vlC:-ao, _ _ •��c,=�-r" -- ;-_ }} �y r-_>r-- :,��- �� 0 � 1]xs Iry Gov+ Lot G 1111 I: See,24 3531 ` K •�'. �o L'.... N '12'26, r r.. n�In! 1 Q �di -M�O�S O.L•L __ASS -- ----'dp'i�1�� - z ry 'dingy �.q� [� I - e'r4' t-C, VWuHmMA UuE ` r &VI —+ �� %I !1 1 // Z II• [/j'�J AIR RE Y it 6` •I 1•"I 1[G 1i rr. ap.Ti _.I KfJ I 1 I }t t! Yo CITY.Ca,+. � ..... ...L. . �_ . d 1 0l= � ! q]SW all 1 I YaN 9&IIiL9r16 Project t 17 0:.� rJ N'9 Acr3 Vcinity ------ ; " ...... t rfflE '�Q A F IVr - K --r- - �,a:........' EXHIBIT A r' F NOTE'•APPROVED PER SATE HIGHWA II I % ,•1 •I CDMMI-SIGN ORDER FEB.IS,1966 4 R1 RA Yr ffp -Min CFA IMTFGAN� FADII OIII596 THE Mal}OP NAI W YHl[ CH1CA60,MILWAV Y46�, I .==;q, aln.r. +sW.,:... wm[RIA�YtA oP.fJ-s'Iuxtf9EMIM SR 167 .;§•�I°'-1Y A1111191Y7m OT AFO 6l4kCT'f0 TIIS ACCESS NOTE [a6on10w t>f i>•[rRArrxrrc Pc`r.Y•SIR KENT:SO.2BSNH ST. 50.228TH ST. A1�IT 6PEL>itER 'L G f.OUNT] i tFa iiiyr wem�ai a. i4�au wer<VwH t i' F - __ _ ` __-_ y 3sa3 Iur�urt Rnccm l�rAv _ RIGHT OF WAY aY'7'.AL5�.,45n Lor ni eM 6 ylpr6yr ER _ Stq 790+p0 io Sto,.a22+00 piO A—w11'6a 1•e.'.ni�ed i,c#waan;r+c ladirpp; \-e4•wwj --"\.� 4Ryi c.4-�iu.(�oyZ1r>-.yAt. gA�zzs�� M�alo�u�. 7� r•%` ACCESS APPROACH;a ,..LrwN...�n p��o•••ll•�. i { Jhcc}No RACE}ryTER5ECT10N NOTE'. Foc TOTAL PARGEI.DETA\L MAP,Sne.Shae.4 1.1.2 SSA yq Sl6 zzl+90 d�T � v rlwe A } bawr...pw pad dryy,,..rzc \.own wi}h an alec�'R Iri i i7-U Ulee we4wWn from Ysilr.RF,pocb�Golfniy As�ee�ora LECAENIO 9URPLU9PROPERTY Us Irk514•a z=.y}.x/wwq 1•. N.NOri vw+lsnn IrnN eNe • O� � 6 wwpa or sr1:i 1.ngp6. tar �WNE9[�ki\PS Eyer.�r.-1.V9 AccassToBeFnhibl}edSMomnThvls 1°'R -el T'm'- - 1 C VE �"A Pco h OlUner9hi t�lum6et-s #-6 T r :Y 7 _ _ aaRPS1•Pa s.T CS l sCl1a O + - � — m `�Q_!__l•Z�pl- [ .. 1L IN62T '( OP SIC SN6Ri Pcoper4 Lines 'leN1.�!�^.axy.!^anS lisisM.CPa.4nFe1. �aR5 tIv zB1a il.sw Y9dL Ilpc+c+ �zo.9$ 1491�9ri y ..i• i6.i/6 y,e....+ae+. .er..r a-wafi 965-`9/TJ� ILW0.O6 328.81 Gti6T.9 j Qyy� ',jyk •A' r�/ r - � - Mva - •oliCTb`"�•' � �^leY i E tabIi had by Comm Res NpAWI1,M"ri,19Gb Drawer V028 Sequence 03 -1 sa ki'v PUBLIC WORKS Chad Bieren, PE, Director 400 West Gowe Kent, WA 98032 KIEN T Fax: 253-856-6500 WAS HI NGTGN PHONE: 253-856-5500 DATE: May 13, 2022 TO: Duffy McColloch Local Agency/Developer Services Engineer WSDOT - NW Region Development Services FROM: Thomas Leyrer / Rob Brown / Derek Hawkes City of Kent, Transportation Engineering, Public Works Department SUBJECT: Naden Avenue South and Willis Street Channelization Plan, City of Kent SR 516, MP 4.73 to 4.82 Extension Request The City of Kent received WSDOT approval of the above-referenced project on 3/4/2019 as identified on the attached channelization plan exhibit (Attachment 1). Construction work has not yet commenced for this project since approval was granted, but design work is underway with the expectation that construction will take place in summer 2023. It is recognized that although WSDOT's approval is now outside of the 3-year window, there have not been any changes to the Design Manual that would require changes to the approved ehannelizat",., design. As such, the City of Kent requests an extension of the approval feF the rh...,nelizatien Plan. Concurrence Signature Digitally signed by Dean Moon Date: 2022.05.19 15:58:53 Na -07'00' Date Assistant State Design Engineer Headquarters Exhibit "C" Sheet 1 of 8 Construction Agreement No. GCC 1011 JA 9775 SR 167/516 (MP 19.62/4.77) Willis/Naden/74th Ave Improvements City of Kent Public Works Department eel Ao�. . n9ooc1o11i."rir°e� SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. SA 1RRso iMo 11.[2N.T1r L YRAFTIC CURB AND WYTER HATCH LEGEND F 4 + BEpH 90UBLE YELLOYT I 1+74. 1 .µ' STAMPED COLORED CONCRETE-B�DEPTH CL[YEHLN+E -1 SILONG LVRB 7RANSFDON I NOTE BRICK PATTERN >N TYPE �A 1 A F 1 1- ALL SIDEWALKS RAMPS SHALL MEET ® STAMPED COLORED CONCRETE-B'DEPTH K T+ .1 11 73' �� _ �LLOW EDGE LINES I CURRENT ADA REQUIREMENTS TO THE SQUARE PATTERN L 1 y F MAXIMUM EXTENT FEASIBLE. O SEC FhCMT-OF-WAY PUNS OR 2 DETECTABLE WARNING SURFACES SHALL TRAFFIC CURB AND CUTTER FINAL LPAIEO ACCESS LINE �--1 !H•ii 1 7 ,'I R T 1 BE INSTALLED PER WSDOT STANDARD + `• '_j SIDEWALK ;Z 'R,Y$Ep TRAFFIC ISLAND WITH 1 PLAN F-45.10-02 15'LONG IGUR8 TTU9:9A014 y 1 STAMPED COLORED CONCRETE-zk i STAMPED COLORED CCNC TE G TRAFFIC CURB AND GUTTER � �ARROW TYPE ME TRUCK APRON WITH ROLLM CURB k In STAWJEO COLORED CONCRETE PLANTER22, 1RUCK APRON N1TH RNIE?CURB 7R C TTPE 25L B2 \ C D SYOP UNE 16 16' ALK D 1 TRATX7C CURB AND GUTTER I I tit ix1 BEdN STOP IR✓E CROSSWSs K ` TRAFFIC ARROW TYPE a 1 O D CROSSWALK :: 7 11 ,1^p AQtROW f 25L T $ 4+ • � Inm YELUO EDGE LWE" ENO kHITE f11oFj LAW WNE G ENO W14TE EDGE LINE ENO RIGHTTU STORAGE 6 s EIiD TCILWr£P6£UNE •''�' 5725:1 i¢,.AND BEGIN WHITE EDGE LINE + LUC TAPER F G Q 1 '3 BEGIN 5726:1 ISLAND ENO'AFIITE LANE LINE OC EDGE LINE TAPER m E'&1 lvFT STORAGE TRUCK APRON W1TH ROLLED 04ft T!&r 1 , O •J p/W A ENO WHITE EDLE LINE 1 1 BEY;RI A:.K '0 T -- r W m r 1„ TrJllYl7/'7f'S'f'f`7'TIPJ'7YTSTir/7JTr17/7i' T ••A Y7'Y�TTTlr lT! J%Y77 ri ——— —'� W W m I f [P'��-W p Y FS'LWC W K '9y EXLj SW W _-__-LNE R PFD LOHCB N CL`RS ie �ilPpEi?S..i;T h W S ie LONG Gi1R8 1RANSTIIDR L1ATp1 F1mST GUTTER I I CUM AND GUTTER € I 95•STOA ACS ^�- r A 1 n I- STAMPED CQCR£0 LCN(AE^ 3 + ET>�JNE SR 516(WILLIS ST) r TRUCK APRON WITH RCILE0 CJRB I { I •�L _ 1 ^ EXIO pC EDGE LINE �y L I L�CBI 11181E LA1Q UNE N I1 22f-47.Ii4.49.00'L/ } N f _ EID51'w0 CURB AND GUTTER L_J'ERO WMlTE LANE LINE 1 } N F _ 2l9t00 ' --__y_ 22TI+90 RIM' _ SB9'49_O6•E 221.00 f'_ qv }222F00 ^ i• - 223+00 T. .. o } _ .f } 100'51pRACE V) W _ NC EXISTING CRQaY.WALK EXISTING STOP BAR EX6111wQ EDGE:.ET1 SAW CONCRETE GURU--n 1 1 EffiSbIC LANE U U 1 «216+ Y 1I 4 �I lr �J - U N: 12 1155 1 1 {fOS1lVG STOP LHE E: 129115527 Q - EXISTING RAISED MED AN �` } n 1 LINE E1o+STOP L,y7E C ✓A END GUR¢Tr EDGE .� « O. BET"PRIDJECT EXIS NG LAN LACBEGIN TIE t 4 1 , i A fQQ I r'+¢ SR 516 MP 4,73 EXISTING CURB AN O GUTTER ■ I 1 �IGW �Um C A r E - C ` STA 219+71.85 EXISTING STOP LPiE I }I I I I 1 BEGM R4.HT STMAGE f ( M. L ._. ■ EN7 METE LAK URC j toO E>R514SG STOP LINE EX-SW I } G01 LINE C — -- .itu.s.ccutsr�✓,1.t�f�utttcrr.4.re.c4.c[rru�crt�furs.ccrrcrf ur✓ [.r�r [.r cr�iiuei.Ec� �° ,7 R�IF LIMITED ACCESS Y1 W 77 71' 7 Vy R I 13' F6' BEON NFOTE LANE LINE G A BEdN 11Y111£ r CHANNELIZATION NOTES NAMN AYE-tG•F00 I BEGIN STAR 7 U + y [WSDOT STANDARD PUN SHOWN IN BRACKETS] N• 1411OD-75. co A LDT.'f a + 1] E. 1291 AS4.17 h/ r 1 L IWIYE T. OF P WAIT rJ BEGIN STOP JN 9 A E00E UNE[M-20.10-02] , Q 1 A 1 81 TRAPFIC ARROW 2SR[M-24.40-02] 0 CROSSWALK = {`1�' E2aa D �WN I- iP1E END PROJECT A. 1 A SR 576 MP 4,82 t 8R SLAW LI ARROW 4.6 [M-24-40-02] EXISTING STOP LDIE Ap I 1 'A' EHD+CRp$SYIALR 0 EHaO jRN PEE END 9.1:1 F:1RH Llf�TAPER STA 224+55.02 C STOP LINE[M-24.60-04] / i R L a f O CRp55%rA1,N[M-15.10-01] .. / 1 � i WS00TNORTHWESTREGION V I / ExsThTs TRAFFIC 11 APPROVED C1 ANNELIZATION PLAN■ E LNT UNE[M-20.10-02] / A4ROw -AREA WMW(2 1� F LFOUBL,f CENTERLINE[M-20.10-02] L SICNE h - DATE Y�s6•?+ I 0 WIDE LANE LINE[M-2010-C2] _` 1 PMT IH ONLY[M-B0.10-01] /_` 20 10 0 20 40 ENSPEED �✓ 1 OETECTF9LE WARNING SURFACE[F-45-10-02] SCALE IN FELT POW �"'F`T="Y� • 1} 5 T.1•�20 .p�pr �' y C1Eyof Kc'IS -9 MY 4./a IU MY 4.e[ SHEET ,ar a Public Works DGp=awnt NADEN AVENUE S. AND WILLIS ST, PNADEN AVE. S. AND WILLIS ST. of °` Osvissan ACCESS IMPROVEMENTS KENT,KING mCHANNELIZATION PUN- �ENBRDAer s.2019 c•s v ICE1i7 Eagiawi g Drawer 245 Sequence 12 SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. DESIGN DATA BOX OWTED ACCESS/1r/TTTTl TlTmT7s T,-y77r/777777rf7/7,F77"77T�ATYTlA MP 4.SIR 5174 TO MP 4.816(WILLIS ST) NADEN AVENUE EXISTING EDGE OF PAVEMENT FUNCTIONAL CLASS U1 URBAN-PRINCIPAL ARTERIAL LOCAL ROAD EXISTING EDGE OF PAVEMENT F L— WLd NHS STATUS NHS HIGHWAY . - -_ ACCESS CONTROL UMITED ACCESS-FULL W W r W DESIGN VEHICLE WB-67 SU-40 SR 516(WILLIS ST) "' N CA pn5r1M6 RAr,1;A U±DIMM SR 516(WILLIS ST) ACCOMMODATION VEHc W13-67 WB-67 I I f ^1 N InPOSTED/DESIGN SPEED /4D MPH 25/30 MPH 217+GO 218+00 n n SB9'49'Ofi"E SaB'44'oa"E � R/W CL Y; 727+90 226+00 TERRAIN LEVEL LEVEL GO - -_- __r_ _ LN N 04 TRUCK PERCENTAGE 6% .5% F I - W W n Z Z _ -1 J 18" TRAFFIC CURB AND GUTTER(CURB 1) U U EXISTING EDGE Qa OF PAVEMENT HAND TROWELED TAPER SECTION EXISTING EDGE OF PA��LENT (SEE SHEET 1 FOR TAPER 20 10 0 20 40 �i....�`.�.»ff f.1.11ldrLGG000L.r�.�...1�i.rf.r.r.PL/1/./-/..C[ SECTION LENGTH) SCALE IN FEET UV1T£]). HEN a' Er1aM-� Sheec3 ol5 �• FOYNEABWT Construction aerrement No.aee tots JA s715 �r FACE OF CURB 1 TRUCK APRON SR 167M161MP 19kV4.771 CURB(CURB 2) CA WillisMatl Qh Ave Improvements 1'{H]R. _ 12' 12' 7 I ]' 3$' I$' 4, 1/2•(IN)R_ MATCH ROADWAY SHOIjyQi M Wo TH EATSl1HG E13 [H TIdAf :a1ElXDE<7 SWPE RAISED RAISED tn'[pl]R. AUGN MEDIAN MEDIAN ADADWAY NOTE CURB I ACND CURBU2. FOR S EXISTING CURB (1G'TIfIC CURB .. � �_ T _ ♦ VARIES VARIES _ _ CURB rRANsmoN n MAINTAIN FLOW LINE WITHOUT EXISTING ROADWAY TYPICAL ROAD SECTION CURB 1 VERTICAL LIP BETWEEN 5, SR 516 STA 219 TO SR 516 STA 221+40 CEMENT CONCRETE GUTTER AND LVAB � NOT TO SCALE TRAFFIC CURB AND GUTTER FACE OF CURB •• CA Ir PElVHTEi[ O.T O.5' I�- 12' --- c_J 5" 7• SEE NOTE 2 12' 12' T11 12' t 2 W S $ 9 xN•1: p,a 96 MR. W6 TNRU T2.8'' 13. EB TFFIV t V SHOULDER _WALK Y�A0,ROADWAY CURB 3 WHERE LEFT TU LANE WHERE stowN SHOWN 1/2•(IN)R.(TYP) ADA RAMP CURB AND GUTTER ON PLANS r 5' ON PLANS r� WSpOF NORTHWEST RECSOH VARIES VARIES •• - ---�....... ----.................._........----_-�..�.-._- ---...._W-.::._•------ ...._....._..1 —6•R. APPROVED CNANkEiJ7.A7lON PLAN - •--F.Y_.__ I 'f r4m +ham ER-AREA aPDATC Ns 1�5V f1 IF„-- 1�-1D• AGNEA `�, _ EAT71"S J MNT Is•s ExlsnNc 1gAf]WAY TYPICAL ROAD SECTION CURB 2 r ROUNDABOUT TRUCK APRON 1`s SIR 516 STA.222+44 TO SR 516 STA.224+10 9CKEO DATE TO SCALE CEMENT CONCRETE CURB S GUTTER PRINT e p .I.•i m' -.uv t'.xo' +¢a.r,.ow Glf)'oMenI SH->i o Mr 4.ro Iu Mr steel I NADEN AVENUE S. AND WILLIS ST. I NADEN AVE. S. AND WILLIS ST. 4 PSI 4;y Public WI9TksPeptrll:r_r�: of a _ KE1NT E EcniB DIViS; li ACCESS IMPROVEMENTS COUNTY LIZATION PLAN s � g KENT;KING COUNTI' fEBRUARY 5,2019 SREETS SE 1/4 SEC. 24, T 22 N. R 4 E, W.M. I d 1. ALL STAMPED COLORED CONCRETE ° d ° 4 m A - ° SHALL BE B-THICK(MIN). {I 2 ° — ---a— -------- -----^— C m — LAME CURS 2 TRUCK APRON TER ° ]IAMY 0 COL-0 CO rtLIG d d BRICK PATTERNN� ° ( I.SX 2'R — yT. 2'R C -Ax d ° 2 R 1 00. a c - .♦ T` d 41 R o r ° c 61'R 221+63.0J,53-14'L O d (MIDPOINT) oO�d SECTION A-A 22T+S1.1S. $A.ys'L N86'49'02•W,L-4.83' ' '�]- 222+05.571 b7„w L 9 ° 2'R E LAg CURS.5 MCK CURB 3 CURB RamP, STAMPED COLORED CONCRETE SQUARE PATTERN O °p 0 ! 1 SR p ISLAND + °° V R -MAX .. E b AREA C .. •a:::iii:.•.••-. • /. ° 605 sa FT l o 2'R r 61'It Lc 60'R 2•R SECTION B-B @- R NTS A � b N YB 02'W,L,•i9.82' n.2y2,...1yr+..6,...3.�...93,45-06'L Kn dWB 7 TRUCK APPOR CURD 2 1%IOt APRde SIAMPEU COLORED STAMPED OOLORED CONCi�TE SIAMPEU CULUREU CONCRETE BRICK PATTERN SQUARE PATTERN CONCRETE BRICK PATTERN 221+36.47,31.02'L 221+93.73,31.01-L SR 516(WILLIS ST) S89'46'32'E,L=30.98' l 2-5 0 5 10 SCALE IN FEET SECTION C-C R NTS LAK CURB t TAM C1AB t LWE LANE am TRUCK APRQN Sit",KLK SIAMY[U CULUKED CUNUNEIE emCA PATTERN BRICK PATTERN 1 5R •Qy • —a I—AX. _ Q Ir Y SECTION E-E SECTION D-D NTS NTS A CI1N8 1 STAMPED COL CONCRETE CURS 1 FEDESTR1A14 FZMGE CURB 1 STAMPED CCLORED CONCRETE CURB' L V-E BRICK PATTERN M-CX PATILRNG„m.l-C 911ee11 e16 CnrN/,IPN.I J1yMnYm NO 6CC'0., JA 9775 WSOOT NO MMEST REGION SR 167/516(MP 19-77) APPROVED CHANNELIZATION PLAN Y wllisM�eM4IM1 Ave Imo/ovements j 1RAFF+C iH[]nEER-NIEa OPFRAnOuS - STORIED DATE PRINT 7• R 4TIot.etffi tl MANS0FJ1 SECTIION F-F SCKED DAZE r TS I PftNT h N • L L' 1'1 — !—��" r-s City of Kent - �� "n � .Pu6licWorksDcpartalagt NADEN AVENUE S. AND WILLIS ST. NADEN AVE. S. AND WILLIS ST. of ICEIit En ineelin I]imaiaa ACCESS IMPROVEMENTS ENLARGED PLAN AND SECTIONS 3 B B KEN{.KING COONT>' FEBROARx 5.2019 s¢E3 HATCH LEGEND: SE 1/4 SEC. 24, f 22 N. R 4 E, W.M. NOTE CURVE DATA STAMPED COLORED CONCRETE-B'DEPTH 1 ALL SIDEWALKS RAMPS SHALL MEET BRICK PATTERN _ CURVE M RI STATION DEL71 RADIuS TANGENT LENGTH CURRENT ADA REQUIREMENTS TO THE l 2+fit to 6'10'3411' 1300' Oat- 14.13' MAKIMUMEXTENTFEASIBLE SIDEWALK i� ,•=y C2 +73 S2 1122121311' fifi' 868t' ".4t' 2 DETECTABLE WARNING SURFACES SHALL BE S INSTALLED PER WSDOT STANDARD PLAN C3 1+24 BB 47-401682' 76' 7524' 633fi F-6510 j Zo 1``�� 3 ALL STAMPED COLORED CONCRETE SHALL BE - w DESIGN VARIANCE t } �l'')j, '�I . S"THICK(MIN) DESIGN DECISION MEDIAN L .y DM 123906,MARCH 2022 l 1 1 . I a `s � ��• ,all;?' 4_, J5 Ex SW - - W Z BEGIN PROJECT '�,.y•. <`!ff _ _ _ - - -- _ =r ---- r. I w e r--F'a1rlG Wke�Ir6 GUTTER $R 616 MP 4.78 - •,�.- �� ..ram_.: � - _ w STA 221+00- :_:,. �' =_r.:.....r:.— = ... x IJJ — m - u y.... W 'frf,LCx51 DUAL 37 HNI IK-,Kura 'ELL**Ew SR 516(WILLI$ST) - FACED SLOPED ° END PROJECT w 5i6 7_--f.,rsa up""SPR CUI WITH R.F33�.E V) +IIII - ILAI -m A6( IDa{A • ) MOUNTABLE CURB� avw tp�PYLON PER 40"SECTION) SR 516 MP 4.80 D I r,r L;'�'� alal LivE _ N. 1+11�-7j , (I)HIGH-VISIBILITY YELLOW END CAP ,/ STA 223+20 - k[pBp Or 1Riya,N'AI E: l.Bj i14 V'rr3 N .-Q 1 7:V-0C Do , •� _2'P.. ::1 } _ -_7 I� Do,- , S894906E (Vl1 _ EXISTING CRD[SvALN III vcp WR _ - r SE Y£��r15c d • ri•10'5+06'E tm +L / y..J EXIS iING CONCRETE CURB�� N 5 if Mp• �� -- ."� 1 ^• 1• i / TRAFFIC CURB �.� f ._ —f]pS WG Fx7r,E LNIL R.- N St6 77Ea 6C .i r S a G / {V'TLIa�L''NA r,./ N N: 14110163 •W- N 141IfA 7Z AND GUTTER^ EXISTING LANE H rr1 E: 141101 63 .q E I'.i.I AAD♦1 f i 51n'IarIG STD� � V) I•L EXISTING RAISED YEp 411 - EXISTING EDGE w OF PAVEMENT Z EXISTING LANE LINES 4 ! •• •Q-� S J ExISTI NG STOP LINE�J 'I m U E /IIO T=EGA Lp:f L-1 R Q - I O C41jT]n STOP LINE _. .L Wlfr[KtLGE LING a.m ..... .. .. .... 22' Y7 3 + )W Z �XW' LIMITED ACCESS p -• P R BErl11 .L7�s vA)3! D / 19 6' ERO pip5$wALM R/W ^I ) a EHP'>»IITE.r' Llr fir- t CHANNELIZATION NOTES •:!V 1 +l 1 F7 o eT>D SY' L1 [WSCOT STANDARD PLAN SHOWN IN BRACKETS] 5 R WHITE EDGE LINE[M-20101 3 Wj Il 1 P7 • ENp DOUBLE • TRAFFIC ARROW 2SR[M-2440] Illlll L7li' AOD'R' .+ ° pp Y i ... ?D B. zT }- YELLOW CENTERLINE C STOP LINE[M-2660J BEGIN DOUBLE I�Si.hO'.Cf1Q-R 4 • a' y ! + � YELLOW CENTERLINE H tygTE Lir& 4 CROSSWALK[M-15101 1 I•BG-52-�5 Y-P -� - H �� [ ONLY IM�3101 y a S T IC ARROW i■?S?sR F DOUBLEYELLOWCENTERLINE[M-20101 4 P* 6 YELLOW DETECTABLE WARNING SURFACE[F45101 ] \ LIMITED ACCESS R/W I) - `EXISTING CURB AND GUTTER _ I. a ;q DD•L - I pVE S. aN_•' YrBooTHognHwEsr r�oN 74TH v Arr,C:AR. W rNpK 25 •••^w 'J EX.Sw. !a5 7 AaA•frr..t S~ 3+0o p� Eou2uvsrrlm:4sw" a �r � +•r i+rn• n � � ° ,.ab PI zo' J. �•.,! SCALE IN FEET City of Kent SRI"In" °' Public Works Ule 1,S I 74TH AVENUE S AND WILLIS STREET Yj�TIOn5p0!'[Otipn Solutions CHANNEL ZAT ON t OF a .M aLv.yryn 9. MArg -"°" •�°" 07/28/2022 r° `/K£HIT Engineering 11vi61o11 mow.& ACCESS IMPROVEMENTS JULY iOi! w� - PLAN IFILE NO 221050-CH01 SE 1/4 SEC. 24, T 22 IN, R 4 E, W.M. DESIGN DATA SR 516(WILLIS ST) 74TH AVENUE MP 4,74 TO MP 4.81 FUNCTIONAL CLASS Ul URBAN-PRINCIPAL ARTERIAL LOCAL ROAD NHS STATUS NHS HIGHWAY ACCESS CONTROL LIMITED ACCESS-FULL DESIGN VEHICLE W8-67 WB-40 ACCOMMODATION VEHICLD WB-67 WB-67 POSTED/DESIGN SPEED 40/40 MPH 25/30 MPH TERRAIN LEVEL LEVEL TRUCK PERCENTAGE 67 <57 frrrf>',rn>rr r LIMITED ACCESS/TFF)rr R//TTTT�/Tim EXISTING EDGE OF PAVEMENT � EXISTING EDGE OF PAVEMENT W W W W 2 2 W W SR 516(WILLIS ST) �igfST[na RAISED MEDIAN SR 516(WILLIS ST) — t- N N � C Q N N N W W _ — J J � 1 CStax;mz y a {[F Ax:ple.V 1 Q EXISTING EDGE OF PAVEMENT •� MITED ACCESS LLYGTL/1/JJ1(/JL/1_GGG/L/J LGLUG/1/1LLL LIMITED ACCESS R/W } ) D WSDOT NORTHWEST RECKON 3 1FrFgvEo Gxarr�,�A'rgN P�t4 20 10 0 20 40 A rrv+roe°'�— w SCALE IN FEET i r _ Hung Huynh�ffh,., o �onrr KAH VL5 ]�iqC ,r YL Y en Cj ty DT Kent 1R Snxt[ PuhlicWorksDepartment 74TH AVENUE 5 AND WILLIS STREET Transp?rhaIonSolutions CHANNELIZATION z of a ACCESS IMPROVEMENTS PLAN ea.l �!�? dr alrR '�°'rR o[.oc n•P'-OI/jyljp}2 Y co 1 m:r Engineering Division ,�Y FILE KO 221050 CHO: SE 114 5EC. 24. ?IF k &EGui NAi-NPBILIT3 lEii.OW TPA a P' A706 WITH FLEXIBLE POSTS(1 PYLON PER 40[I{E31 SECTION) SR 516(WILLIS ST) o["a`9�' ��•;' '• ei rur-5�., , apA - WITH FLEXIBLE POSTS(I PYLON PEP.40 INCH SECTION) " JJ BEGIN HIGH-VISIBILITY YELLOW END CAP ., PRECAST SLOPED SLOPED MOUNTABLE CURB ,, • •, MOUNTABLE CURB H:�hi-4�a T' L;rE W Czp: MOUNTABLE CURB 1 PER WSDCT STO. .. I MATCH EXISTING PLAN F-1062 SLOPED MOUNTABLE CURB 589'49'06"E 221•-� �f�� FF +�' 222+00 •' 1.i U+CEC SLOPED `r !eER WSDOT CURB PEP.WSDCTSTD PLAN F-10 fi4 LMATCH yE `ING ^R _ �MATCH EXISTING j vNEW TRAFFIC MEDIAN 4, 'T >< E 5-O7 W 07bJ -� . 40 45 _ CEMENT CONCRETE 'TP I('Sip!8' 7�t+4 R: 145! �s TRAFFIC CURB,PER ffID7NWTTEP.MATCH CnS ' WSDCT STD PLAN YELLOW DETECTABLE `TD E' 1291I430 16 WARNING STRIP.PER YELLOW DETECTABLE WSDOT STD.PLAN F-45.10 R WARNING STRIP, PER a yrµx WSDCT STD PLAN F-4510 L • + 1.4t Sia 77?.1:c�`, 1' . ' . . . e ;' `'•b . T P . MATCH EwsnNc =� s ¢R r f PT o R • Ss acpy grim[au[eRAMP � •.�� .A, t. • � ��. '.gA �7.aY it su_ CURB RAMP ' K • ' ¢ .CEMENT CONCRETE RAMP E.tiO SRASilC Ct7 4T 3�G.!}D.SS•..0.+9•R1 �" TYPE PERPENDICULAR A. GUTTER MATCH EXISTING CEMENT CONCRETE Y ` PER WSDOT STD_PLAN TRAFFIC CURB,PER o' MATCH EXISTING ^ r R F-4015 .1 47.SW f= Y WAi71 WSDCT STD.PLAN F-1062= 1DIRE afN ,[• PR6 �$1Nd.L DIRECTION CEMENT CONCRETE RAMP T►SK. 3: OLOM RAMP TYPE DIRECTIONAL A, PER WSDOT STD.PLAN END TRAFFIC CU B F-40-16•? AND GUTTER PC �} ` R LEGEND PROPOSEDSIDEWALK -1D.SS ' W R 1 BEGIN SIDEWALK U 57 WWOT NORTHWEST REG10N BE earz n • BEGIN TRAFFIC CURB rcucm d 4� AND GUTTER 1 � ;m- - cEemiw w.ocw oiya.nv:iea.a ov Hul mrz ENLARGED PLAN FOR CURBS, RAMPS, MEDIAN, AND SIDEWALK 10 s a Tn 20 o+fdf g ngTrlTa„zos.�,,, SCALE IN FEET k+W]= �. �' iilCdRp .pr,SEE oA CI[y Of Kent '9R` 71L, Public YV orirs DepumncDt 74TH AVENUE S AND WILLIS STREET Transportation SOluti CHANNELIZATION ;21�11.1 - ACCESS IMPROVEMENTS PLAN �EuSP , y; aleKa�*�� r Engimmneg DiMisian DTP[+44 eG+rtY wy - C/L i4 12 32 'Y 11 11 12• 9iGiiLOER sv9 tirD1,I wa Fray E%13,NC >ts mG a j T N.94R RAISED I RAISED MEDIAN MEDIAN Ewsn„G CURB VARIES VARIES ------------- `EXISTING CURB EXISTING RUAWAr� TYPICAL ROAD SECTION SR 516 STA. 219+70 TO SR 516 STA 221+26 NOT TO SCALE Mp-lLkm PRMA57 uWMrR�.E R8 CURS yFjOQT sb. CA RfR s:o FLAN i-5G62. PLAN;-l0ASZ 24' ;Y 52' NC1►:E% CEO YNf" 12- iZ 14' stiena We I-IFOo Ru a s11 VARIES- -. ••• VARIES EXISTING ROADWAY TYPICAL ROAD SECTION SR 515 STA 221+26 TO SR 518 STA 222+81 NOT TO SCALE C/L IVARIES O.5 VARIES 1Y 1r LY rM arf 17' i$' 4'-15' 5'-20' RICH " .,a .4Iv 'M .—M slip•! ,a.5• _ .D fRU 9+0ULC R �$PZWOZX� C=►S LANE WnLRE r SWIM x oN r guts S VARIES VARIES JPRECAST DUAL FACED\�, Jy EXISTING ROADWAY SLOPED MOUNTABLE CURB CEMENT CONC,TRAFFIC J 1 CURB AND GUTTER erisnra cuRe TYPICAL ROAD SECTION q En41WG PLANTER i EvSEW6 SIDEWALK SR 516 STA.221+ TO SR 516 STA,223+19 1[ N81 OT TO SCALE C MATCH ►xSst1C NEW EYTENOW uurR rsL mo PRECASF w7urerr�C Cu r PER WSDOT STD. RE�O4E LTh'a?'ING PLAN F-1062 FREERS'SL9?EC' _ MOYtilABLC[;.J" - 1 gM }• EXISTING SECTION A-A ` MEDIAN ISLAND NTS FOR INFORMATION ONLY `e j �J=dI LY • 41"f°� xs nyo" `Yrh ^ �tY�g+ �lM 74TH AVENUE S AND WILLIS STREET - Tronspor[ation Solutions CHANNELIZATION 4 of 4 —� PL>blic Works Department ACCESS IMPROVEMENTS •�•• °°^ FIL NO B+�s.4. er wa ""•"^Q oe.l mr'.> ."4 crr�enw. LCEHT Engineering Division Kerr y ,,,,�,�.,„,�� PLAN f snEer e NO 221050-cHGa SHEETINDEX 1.COVER SHEET 2.NOTES AND LEGEND Exhibit"i ihw�IMT7 Construction P19Gml No.00C 1011 JA 9]]6 3.CONSTRUCTION BID ITEMS AND ABBREVIATIONS SF tfi]I6t6(MP 198L0.]]) 4.TEMPORARY EROSION AND SEDIMENT CONTROL PLAN mroanawrrnn�..tmvs.,<amnn S.DEMOLITION PLAN 6.PAVEMENT DEMOLITION PLAN 7-8.SECTIONS KEY PLAN 9-12.TYPICAL SECTIONS 13.ROADWAY DETAILS ✓" •,� 14.CURB DETAILS ICEN T 15.ALIGNMENT PLAN 16.ROADWAY KEY PLAN 17-22.ROADWAY PLANS W A S H I N G T O N 23-28.GRADING PLANS 29-30.CURB RAMP GRADING DETAILS 31.STORM PLAN 32.STORM PROFILES 33.NADEN AVENUE PROFILE SGO1—SGO5.SIGNAL AND ILLUMINATION PLANS SNO1.SIGNING PLAN PAVEM PLANS CITY OF KENT SHEET 1.HADENI AVENUE S AND WILLIS STREET CHANNELIZATION PLAN SHEET 1.74TH AVE S AND WILLIS STREET CHANNELIZATION PLAN DANA RALPH-MAYOR MEMBERS OF CRY COUNCIL MARLI LARIMER SATWINDER KAUR JOHN BOYD TONI TROUTNER BILL BOYCE BRENDA FINCHER ZANDRIA MICHAUD �- - ;L� gjF ""r r o-.u• }_ CHAD BIEREN-DIRECTOR OF PUBLIC WORKS KIM KOMOTO - CRY CLERK KELLY PETERSON-DEPUTY DIRECTOR-ENGINEERING TAMMY WHRE-CRY ATTORNEY PUBLIC WORKS PROJECT �� i}I{ s CIT y �•�FI ��L�I~T �� Y' {_�. - 1 Lcmm r _ - h i ! ,; I--- r,� 4 l 1 WILLIS STREET IMPROVEMENTS r f�:' Y_ • 11 ,w a i � ��. f ;L . s F, KBowwhat§bC1olA6 PROJECT NUMBER 22-3029 VICINITY MAP SHEET 1 OF 33 Call beiam you ft NOT TO SCALE .W.,t.n... "]V li-d . SJa IV J"+• GENERAL NOTES LEGEND DATUM: I. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL ATTEND A SCHEDULED PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF KENT EXISTING FEATURES APPEAR SCREENED EXhlbit^D^ 9na12 e141 CONSTRUCTION INSPECTION PERSONNEL PHONE(253)856-5500 TO SCHEDULE CONFERENCE- C...ITUei—Agree—No BCe1011 JA 9775 SECTION LETTER OR DETAIL NUMBER SR 16TI619IN'1992I4TT) 2 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2024 EDITION OF THE WSDOT STANDARD SPECIFICATIONS,AND THE KENT SPECIAL wnl.mJ.aeen4m Ave lmprovememe PROVISIONS FOR THIS PROJECT. s DUAR.rvSM� NEEED secnoN OR Hoq¢orvra L oaruM cm of uENT 3. THE CONTRACTOR SHALL COMPLY WITH ALL PUBLIC CONVENIENCE AND SAFETY AS DESCRIBED IN SECTION 1-07.23 OF THE WSDOT STANDARD -� SQJ s.PCS NO -1 N.-1 SPECIFICATIONS FOR STORING OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. oNB MAILBOX VBRTICALDATUN: NAVo ea 4. THE CONTRACTOR SHALL KEEP STREETS CLEAN AT ALL TIMES BY STREET SWEEPING WHEN NECESSARY,OR WHEN DIRECTED BY THE ENGINEER. SURVEY CONTROL %— FENCE S. ALL ITEMS OF WORK NOT LISTED IN THE BIO PROPOSAL WHICH ARE SHOWN ON THE CONTRACT DRAWINGS AND ARE REQUIRED TO COMPLETE THE SURVEY CONTROL 8369 WORK THAT IS SHOWN SHALL BE CONSIDERED INCIDENTAL TO THE LISTED BID ITEMS. x STREET UGHT/LUMINAIRE NORTHING: 141140,3575 B. ALL TREES SHALL FEMAIN IN PLACE,UNLESS NOTED OTHERWISE.CONTRACTOR SHALL PROTECT TREES FROM DAMAGE RESULTING FROM 1 unutt POLE w/Guv BASTING: 1291213,0000 CONSTRUCTION ACTVITIES INCLUDING DAMAGE TO ROOT SYSTEM.ANY TREES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE T TELEPHONE M /VAULT ELEVATION: 44.278 O ANHOLE DESCRIPTION:2"ALUMINUM DISK LOCATED AT NE CORNER OF INTERSECTION OF WUJS ST CONTRACTOR AT CONTRACTOR'S EXPENSE. ❑T TF1f1419RE MKIII L AND NORTHBOUND ON RAMP TO SR 167-MONUMENT IS ON N SIDE VALUS ST 7. TREES AND VEGETATION WITHIN THE PROJECT LIMITS TO BE REMOVED AS NOTED ON PLANS SHALL BE CONSIDERED PART OF CLEARING AND —S— UNDERGROUND TE3IFHONE LINE AND E SIDE OF ON RAMP IN SIDEWALK. GRUBBING.TREES OUTSIDE OF THE RIGHT OF WAY ARE TO REMAIN EXCEPT FOR THE TREES THAT ARE NOTED ON THE PLANS TO BE REMOVED.ANY —I — UNDERGROUND—UNE SURVEY CONTROL: 8205 TREES OUTSIDE OF THE RIGHT OF WAY DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AS DIRECTED BY THE PROJECT NORTHING: 141042.2161 ENGINEER,AT THE OONTRACTOR'S EXPENSE. +ray— O—NEAD PDw UNE EASTING: 1291489,937 P unOOegRDIA10'MA OK ELEVATION: 45-527 & THE CONTRACTOR SHALL RESTORE ALL LANDSCAPED AREAS ON-SITE AND ADJACENT TO THE SITE THAT WERE DISTURBED BY CONSTRUCTION TO DESCRIPTION:2"ALUMINUM DISK LOCATED IN CONCRETE SIDEWALK IN WHEEL CHAIR RAMP ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE COSTS FOR GENERAL RESTORATION AND CLEAN UP REQUIRED IN I UNDMWOUND FIBER OPTIC UNE AT THE SE CORNER OF THE INTERSECTION OF W WILLIS ST AND 74 AVE S COMPUANCE WITH IHE SPECIFICATIONS FOR THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT CONTRACT PRICE FOR THE 0 —IG JUNCTION BOX BID ITEMS INCLUDE['IN THE PROPOSAL. O NEW JUNCTION BOX 9- UNLESS OTHERWISE NOTED,THE WORDS"REMOVE,REMOVAL,EXCAVATE AND EXCAVATION"IN THE CONSTRUCTION NOTES.SPECIFICATIONS.AND © POM VAULT/CABINET SHOWN ON THE PLANS MEANS REMOVAL,HAUL AND LEGAL OFF-SITE DISPOSAL BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. D� G.E LPW A.ID V&A 10.THE ISSUED-FOR-CONSTRUCTION PLANS,THE APPROVED TRAFFIC CONTROL PLANS,THE APPROVED TEMPORARY EROSION AND SEDMENT CONTROL cONNUNIMIIONS CONDUIT PLANS,THE STANDARD SPECIFICATIONS AND KENT SPECIAL PROVISIONS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11 y- FIRE HYDRANT 11.UNLESS STATED OTHERWISE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCE OF CONSTRUCTION AND FOR THE m:cv IRRIGATION CONTROL BOX SAFETY OF THE WORKERS. 0 WATER METER 12.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE UNLESS OTHERWISE NOTED. 0lp: VALVE POSITION INDICATOR 13.IDENTIFICATION,LOCATION,MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER TJ RTC DEFT coo 19-122,REVISED CODE OF WASHINGTON- LWI WATER VAULT 14.THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTIUTIES LOCATION SERVICE(811)AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. �*M — 4TETafL A v&K THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. —DfD— STORM SEWER UNE k CATCH BASIN 15..CAUTION-EXTREME HAZARD-OVERHEAD AND UNDERGROUND ELECTRICAL SERVICE LINES ARE GENERALLY NOT SHOWN ON THE DRAWINGS.THE 9EQr L ■MA.W CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER IN ALL FdtCENNN AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION.INCLUDING BUT NOT UNITED TO WAC 296-24-960,296-54-529,AND 296-155-53408-PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE —s--ems— S1wtu WON we 1---&I THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS THAT MAY BE REWIRED" FL— FIRE PROTECTION UNE 16..ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FROM THE BEST AVAILABLE —-— CENTEquNE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTIUTY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER DITCH FLa,WNE UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, ----------- WETUND BOUNDARY 17,DURING THE PROCESS OF RELOCATING UTILITIES,THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO PROTECT AND N/W uME SUPPORT EXISTING UNDERGROUND UTILITIES AND STRUCTURES DURING CONSTRUCTION. -- ^ PROPERTY UNE AND OWNERSHIP HOOK �S 18.ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND BI MONUMENT IN CASE KENT SPECIAL PROVISIONS.ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT,CONTINUOUS,SAW CUT LINES.A TEMPORARY HOT MIX PATCH _ EP—- 0- mr.A;DK a P.A.C.1 MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION.UNLESS OTHERWISE DIRECTED BY THE ENGINEER THE EXISTING SURFACING MUST BE REPLACED IN KIND(OR 3 INCHES OF COMPACTED HMA CLASS 1/2",PG 58V-22,ASPHALT CONCRETE,WHICHEVER IS GREATER),THE TS ikA11R 9011AL r'A0.40 CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS SET FOR WORKING HOURS,DETOUR AND WARNING SIGNS,AND NOTIFICATION OF ROAD CULVERT ALTERATIONS TO THE POLICE AND OTHER EMERGENCY SERVICES. BUILDING 19_ALL UTILITY LIDS,COVERS,ETC.LOCATED IN THE STREETS AND SIDEWALKS SHALL BE ADJUSTED TO GRADE I'�^ EXISTING GONGRETE 20.IT IS ILLEGAL UNDER WASHINGTON STATE ADMINISTRATIVE CODE 332-120 TO WILLFULLY DESTROY SURVEY MARKERS. STAKES,MARKS,AND OTHER RAMP(DOWN IN DIRECTION OF ARROW) REFERENCE POINTS SET BY CITY FORCES,AND EXISTING CITY,STATE OR FEDERAL MONUMENTATION,SHALL BE CAREFULLY PRESERVED BY THE C� TRAFFIC SGNAL CONTRACTOR.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF IT BECOMES APPARENT THAT A SURVEY MARKER WILL BE DISTURBED DUE TO CONSTRUCTON.THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR CITY SURVEY DEPARTMENT PERSONNEL TO ACQUIRE ADEQUATE { PrpE31P1AN NI BuTmm INFORMATION SO THAT THE MONUMENT MAY BE REPLACED IN ITS ORIGINAL POSITION AFTER CONSTRUCTION. O DECIDUOUS TREE 21..DRIVEWAYS SHALL REMAIN OPEN AT ALL TIMES.CONTRACTOR SHALL COORDINATE TIE WORK SCHEDULE WITH THE PROPERTY OCCUPANTS TO EVERGREEN TREE DETERMINE THE BEST TIME TO FULLY OR PARTIALLY CLOSE THE DRIVEWAYS IN ORDER TO PERFORM THE WORK-IF A DRIVEWAY CAN NOT REMAIN OPEN,AND AN EXISTING SECONDARY DRIVEWAY IS NOT AVAILABLE FOR USE,THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY DRIVEWAY. ssss BID ITEM TEMPORARY DRIVEWAYS WILL BE REMOVED,AND THE AREA SHALL BE RESTORED TO MATCH EXISTING CONDITIONS WHEN THE CORRESPONDING PORTLAND CEMENT CONCRETE PAVEMENT PERMANENT DRIVEWAY IS OPEN FOR USE AT NO TIME WILL CONSTRUCTION ACTIVITIES BE ALLOWED TO PREVENT ACCESS TO PROPERTIES- HMA OVSRUY 22 ALL STORM AND SEWER PIPE PLUGGING DURING CONSTRUCTION SHALL BE DONE WITH SPEED PLUG OR APPROVED EQUAL } P{TLSiNAn LNNrcW£k Poi 23.THE COSTS FOR GENERAL RESTORATION AND CLEAN UP REQUIRED IN COMPUANCE WITH THE SPECIFICATIONS FOR THIS PROJECT SHALL BE WATT .1 L CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS EXCEPT FOR THOSE ITEMS INCLUDED IN THE _fTF— FILTER FABWC FENCE PROPOSAL INLET PROTECTION �1�•, 24.STATION AND OFFSETS SHOWN FOR STORM AND SEWER STRUCTURES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. --aw OLYMPIC PIPBUNE Tr16�lJ� -..,,, °'@ �" '�° � N/A City of Kcnt 33 _BBAL �""�n "T !/�' Public Works Drpamncns NOTES AND LEGEND WILLIS STREET IMPROVEMENTS 2 D` no REVISION D1 DATE "---- KENT Engineering Division - - l CONSTRUCT O61 BID ITEMS; ABBREVIATIONS NOT ALL BID ITEMS ARE SHOWN ON 14S SHEET.SEE SPECIFICATIONS FOR ALL BID ITEMS. ABAND ABANDONED L LEFT SCHEDULE I: STREET SCHEDULE IV: STORM SEWER BW BACK OF WALK MH MANHOLE 1OD5 ICLEARING AND GRUBBING 4015 DUCTILE IRON STORM SEWER PIPE,12 INCH DIAMETER CB CATCH BASIN N NORTH 1010 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT 4060 ALE EXCAVATION INCL.HAUL CDF CONTROLLED DENSITY FILL NB NORTHBOUND 1020 IREMOVE CEMENT CONCRETE SIDEWALK 4060 CATCH BASIN,TYPE I C/L CENTER LINE N/A NOT APPLICABLE 1025 IREMOVE CEMENT CONCRETE CURB AND GUTTER 4120 VANED CATCH BASIN FRAME AMD GRATE DI DUCTILE IRON NTS NOT TO SCALE 1035(REMOVAL OF MEDIAN TRAFFIC ISLAND AND PRECAST SLOPED MOUNTABLE CURBS 4125 JBIDIRECTIONAL VANED CATCH BASIN FRAME AND GRATE E EAST R RIGHT 1040 REMOVAL OF RAISE)PAVEMENT MARKERS AND PANTED AND/OR THERMOPLASTIC TRAFFIC 4135!REMOVE EXISTING SEWER PIPE OR CULVERT EL ELEVATION R/W RIGHT OF WAY MARKINGS 4145 RREMOVE EXISTING CATCH BASIN OR MANHOLE 1013 OVAL C<TRAFFIC%NS 417E jCRUr54ED SAWAONG TOP COURSE_5/9 INCH MINUS EP EDGE OF PAVEMENT S SOUTH 1046 IREMOVE EXISTING BOIJARD 418E[CONTROLLED ED DENSITY}yy EX,EXIST EXISTING STA STATION 1048 REMOVE RONFORCED CEMENT CONCRETE BLOCK RETAINING WALL FG FINISHED GRADE SW SIDEWALK 1050 SAW CUT EXISTING ASPHALT CONCRETE PAVEMENT SCHEDULE V: TRAFFIC CONTROL FL FLOWLINE(GRADING) TESC TEMPORARY EROSION AND SMmENC 5160 LOW—PROFILE PLASTIC CURB AND REFLECTOR CONTROL 1055 SAW CUT EXISTING CEMENT CONCRETE PAVEMENT SCHEDULE VI: ELECTRICAL GALV GALVANIZED lO6B ROADWAY ExCAVAT•0N WCL HAULHMA HOT MIX ASPHALT TYP TYPICAL R#L T07$ A14'L BORROW,QKUJDING HAUL AHD COMPAGWOH 6002 REMOVE EXISTING SIGNAL CONNECTION HP HIGH POINT W WEST IDW Qt1S),'O$URFACNC TYip COURSE.5/0 INGN MNUS 6005 ILLUMINATION SYSTEM COMPLETE JB JUNCTION BOX 1085 CRUSHED SURFAGNG BASE COURSE,1-1/4 INCH MINUS 6D07 TRAFFIC SIGNAL COMPLETE 1095 IHMA CLASS 1/2',PG 5BV-22 SCHEDULE VII: TEMPORARY EROSION AND SEDIMENT CONTROL 1100 IHMA FOR FULL WIDTH OVERLAY CLASS 1/2-.PG 5BV-22 7000 4SEEDING,FERTILIZING.AND MULCHING 1102 !STAMPED COLORED CEMENT CONCRETE PAVEMENT WITH DOWELS 7005 LTERRIC FENCE 7000J7Y FENCE Exhi6h"D" Shee19 o1771105 STAMPED COLORED CEMENT CIXJCREIE PAVEMENT wTHOUT DOWELS 7Q1O ConstructionAgreementNo cec1411 JA gns 111E PLANING BITUMINOUS PAVEMENT 7015EC1" WIIizMatlerN4th Ave lmprovemems1125 HOT PLANT MIX FOR TEMPORARY PAVEMENT PATCH IBMCORSIT=TWH ENTRAIMCS 1145 CEMENT CONCRETE SIDEWALK SCHEDULE VII(: ROADSIDE RESTORATION 1150 CEMENT CONCRETE SIDEWALK RAMP TYPE PERPENDICULAR A 4—INCH DEPTH BOOS TOPSOIL TYPE A 1155 JCEMENT CONCRETE SIDEWALK RAMP TYPE PERPENDICULAR A B—INCH DEPTH 1200 CEMENT CONCRETE SIDEWALK RAMP TYPE SINGLE DIRECTION A 1205 CEMENT CONCRETE CURB AND GUTTER 1207 ROUHOAB04fI T77,1 APRON CEMENT CONCRETE CURB AND GUTTER 1209 E�LST SLmw MOUNTABLE C77RB 1211 DUAL FACED SLOPED MOUNTABLE CURB 1212 jCEMENT CONCRETE TRAFFIC CURB 1213 TRANSITION CURB 1214 PEDESTRIAN CURB 1215 CEMENT CONCRETE PASS—THROUGH,9 INCH THICK 1217 CEMENT CONCRETE PAVEMENT.9 INCH THICK WITH DOWELS 1220 ADJUST EXISTING CATCH BASIN(RATE TD ForI pIADE I= APA151 EXISTING VALVE BOX TOP SECTION AND LID TO FINISHED GRADE 1235 ADAJST EXISTING MONITORING WELL CASE AND COVER TO FINISHED GRADE SI40 ADAMT EMMNG AW0104 BOX TO F"ShM GRADE _L2tL Linutr COORDIHATiw w1m OLI2WIC APELIHE 124G ADJUSTING EXK W MONUMENT,CASE AND 0DvOt TO I-1RT5NED MADE 1250 INSTALL NEW MONUMENT.CASE AND COVER TO FINISHED GRADE 1255 IREMOVE EXISTING FENCE 1280 IINSTALL NEW CHAIN LINK FENCE 1315 iPOTHOLE UTILITIES 1320 CT SIGN MT �naa� City of Kent ra• _I11PAA_'""` "n a" "" - #A Public Works O.cunml CONSTRUCTION BID ITEMS AND WILLIS STREET IMPROVEMENTS KENT PalgirxuingDivision ABBREVIATIONS _ or cw.1u -. r SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. hr�9rr'¢ Sheets of Cl C°nslruclion A9reerr,enl Na GCC 111H1 JA 9775 SR WillmisMetleMffiml IMP 19llh Ave.I77) lmproremmis o TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 1. THE IMPLEMENTATION OF THE TESC MEASURES,INCLUDING CONSTRUCTION,MAINTENANCE, Ld� REPLACEMENT,AND UPGRADING OF THE TESC FACILITIES,IS THE RESPONSIBILITY OF THE 1l '.� I 1 CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY. 2 THESE TESC REQUIREMENTS SHALL APPLY TO ALL AREAS OF THE SITE SUBJECT TO g ) �. ` I y CONSTRUCTION ACTIVITY,INCLUDING CONTRACTOR CONSTRUCTION SUPPORT FACILITIES, CONTRACTOR STAGING AREAS,CONTRACTOR PERSONNEL PARKING AREAS,EQUIPMENT AND g. , Rom® y I >• MATERIAL STGRAGE/LAYDOWN AREAS,AND OTHER AREAS UTILIZED BY THE CONTRACTOR FOR ` WRV1tf Jde XL � � I + Il p I COMPLETION OF THE WORK. '7 I 3. THE TESC FACILTIES SHOWN ON THIS PLAN SET MUST BE CONSTRUCTED IN CONJUNCTION WITH OR PRIOR TO ALL WORK,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER L 1II _ — ! I% O DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE STATE WATER QUALITY STANDARDS.THE d Z TESC FACILITIES MUST BE FUNCTIONAL BEFORE ANY LAND DISTURBING ACTIVITIES TAKE PLACE. 4. THE TESL FACILITE5 SHOW OR THIS PLAN SET ARE THE MINIIWII ftWmEMENTS FOR TM FACIUTkES 70M -- SH ANTICIPATED U 9PGRADFD MEEDE0 FOII UNE]PETE CONNTCNI DVIRI THE�AINFFALL EVENTIOK PERIOD,S AS OrZCTFA BT THE OK4KEE_ _ I 5. THE TESC FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR DAILY,OR AS DIRECTED BY THE —_ ma ENGINEER.TESL FACILITIES SHALL BE MAINTAINED AS NECESSARY TO ENSURE THEY CONTINUE C ' I TO FUNCTION AND OPERATE AS INTENDED.WHEN TEMPORARY CONTROL DEVICES ARE NO LONGER — __4 — — T— I NEEDED,THE CONTRACTOR SHALL REMOVE THEM AND IMMEDIATELY WORK TO STABILIZE THE _ _ AREAS THEY OCCUPIED AS THE ENGINEER DIRECTS. ANY EXPOSED AREAS THAT HAVE BEEN STRIPPED OF VEGETATION,INCLUDING ROADWAY zle.lw _ j J� EMBANKMENTS,SHALL BE STABILIZED WITH APPROVED TESC METHODS(E.G.SEEDING,MULCHING, NETTING,EROSION BLANKETS,ETC)WITHIN 2 DAYS DURING THE WET SEASON(OCTOBER 1 'Iry[+ THROUGH APRIL 30)AND WITHIN 7 DAYS DURING THE DRY SEASON(MAY 1 THROUGH WILLIS ST (SR 516) —r 71Tt5 I y U - — I i SEPTEMBER 30)OR AS DIRECTED BY THE ENGINEER. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE BMP.ALL SEDIMENTS REMOVED DURING THE CLEANING E_ I OPERATION SHALL BE PREVENTED FROM ENTERING INTO THE CITYS STORMWATER SYSTEM OR Q ANY SURFACE WATER SYSTEMS(WETLANDS,STREAMS,CREEKS,ETC). 7010 ;� B. OCCURJZATIIXJ AND SWEEPING MAY BE REQUIRED TO ENSURE LEAN TRACK-OUT DOES NOT ¢ L � 70fO , r 'L •I � I PROJECT. OF THE SITE AND ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE 'i .# fl I I I I r '� 9. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REWIRED,WSDOT STANDARD EROSION I # # 7015� _L.-- L� SEED MIX NITIiQUT CLOVER(45x CREEPING RED FESCUE,45R PERENNIAL RYEGRA55,10x HIGHLAND COLONIAL BENTGRA55)SHALL BE APPL ED.SHOULD THE AREA BE DSTURBED DUE TO r If f K,. / 70t6 RAINFALL EVENTS BEFORE SUFFICIENT GRASS GROWTH,OTHER PROTECTIVE MEASURES WILL BE REQUIRED IMMEDIATELY TO PREVENT EROSION WITHIN THAT AREA.UPON COMPLETION OF CONSTRUCTION ACTIVITIES CONTRACTOR SHALL APPLY SEED TO ALL AREAS OF EXISTING GRASS DISTURBED BY CONSTRUCTION. --�----� 10.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED y�r�, I AT A MINIMUM THICKNESS OF 3 INCHES. 70iS I fF I ) { I I 11.SHOULD THE CONTRACTOR FAIL TO INSTALL THE REQUIRED TESC MEASURES,OR TO PERFORM MAINTENANCE IN A TIMELY MANNER,OR FAIL TO TAKE IMMEDIATE ACTION TO INSTALL ADDITIONAL APPROVED PROTECTIVE MEASURES,ALL FINES,COST OF CLEANUP,COSTS FOR DELAYS AND DOWN—TIME SHALL BE BORNE BY THE CONTRACTOR. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING II PLAN TO THE CITY FOR APPROVAL co I I LEGEND NOTE --FFF— FILTER FABRIC FENCE 7D05 THE TEMPORARY FENCE AND WATTLE LOCATIONS SHOWN ON THIS SKEET ARE CONCEPTUAL ONLY-TO ENSURE THAT TEMPORARY FENCE AND WATTLE LOCATIONS ARE WATTLE 7010 COORDINATED WITH THE CONTRACTOR'S CONSTRUCTION PHASING,THE CONTRACTOR SHALL SUBMIT A TEMPORARY FENCE AND WATTLE LAYOUT PLAN FOR APPROVAL PRIOR ® INLET PROTECTION F7-0-1-51 TO INSTALLING ANY TEMPORARY FENCES OR WATTLES. \ �J STABILIZED CONSTRUCTION ENTRANCE 7035 City of Kent AD—SC-5Public Works Dgartmmi TEMPORARY EROSION AND SEDIMENT WILLIS STREET IMPROVEMENTS 4 or 33 - 4,'�IUs T Engineering Division CONTROL PLAN arw o SR 167 (Na OFF -65 f� AXX cnrq I� n Ulu N 74T AV S 5 A twm NADEN AVE 1 IT W—aM•� _varuw— .T d�ro—dHo—dHo m gm r —may ein — _ { I - � � � r '^ UNION PACIFIC RAILROAD e� m ' i�--��"' + r r ' 2 � r �m L7 m Z O S a SW 1/4.s SEC. 24, T 22.N, R 4 E, W.M. LEGEND l A 12+46.11 51.87'R 44 STA 12+451 7 p 1m0 1p60 REMOVE ASPHALT CONCRETE ® 1010 ,mp 1p5p PAVEMENT-FULL DEPTH 4 REMOVE CEMENT CONCRETE SIDEWALK 1020 REMOVE MEDIAN ISLAND 1035 AND PRECAST CURB UJI PMEUINE (W "7A8D) I FULL DEPTH SAWCUT 1050 1055 TA� M+1.PS,-125.7Yi Smp 1 Q PLANING BITUMINOUS PAVEMENT Yi2.1 Afj7,-]]2.511y Imo � 0 1010 1050 STA x7++99-61,-317-�St 11'LL A.1$22+l3.m-121D5L',p1C ALL CHANNELIZATION WITHIN THE LIMITS IDENTIFIED THAT IS NOT DESTROYED DURING CONSTRUCTION ACTIVITIES -- --�_ ---` --}- - --•---• ` SHALL BE REMOVED.1040 T-r'--9•--� tmo low A.2z.26 9 -113.8SL A 22Bi 36.97,ili5'2n E 1� ---[p U - 'STA 11+10m. - IOtO low - 104 A.I2?.+57.61,-97.36'y,Imp Z STA.Ipr91.8.-SLAT, I ;'I O 1010 low Qp l Z •� a 47 ` !1 A 10:84.3?,-174.$2"l 1ma 19`,ap - Iola 1p6a I I = Exnifiil"0�• snMsor al S,-+�� A 22.+4P.S4,_55,24 imo 19xo ConslruRion Agreement No WC 1011 JA 97Tfi ��'��`��•♦�- - - - -• WII'sMatl6eM41hAv<ImPrp)ove men[s 1•-� - A 222�28.87,-47.11y.1ptp IGpp _. � -'�72}.+9-+6,� �,afo 1P7A Y -174.71i �� ' A al.0y,-+7.9p� A 3$3.51.02.-48.727 IOPo lolo I'M 1 I /�1 I - • 1010 111su' to ( 1(Kpq Tk 222+IKO,-Y4,R7� .1 _ STA 27.Or79.58-Siali � - ___ _ � _- '�+��,-4T•T�f. 1PAOTEpr J 1mp 1p60 ,plo 1p26 m30 Iola WELLMON,TORWp STA 27}+7>: r-3a-991 3 $TA.70.79,y7,-!1. - L toT0 1'pyp tttp -� zr WEST WES STREET' Tpss loco ntp >n.ro tvs Prtw[er err. f + llt0 57A 721+p3,2k c 6.86'R 111p 1110 CCT EXISTING AICI9AM t 1 + PAOTCpT '' STA.223+54..]6.A847t 1010 F06p,110 STA 221fffia0. 1OS3 TiM A W*46.2&mil Imp loop$110 TA.2 3+54. 51.41 R -. 1%p 107$lttp STA 221+03.29,13.90' - ,Oip YOSp 111a-' a _, _ tma ,%p 1p5n 47.557! t 10L0 i�a 9Q 62-76'R STA.221+44.50.53.1 tppp 1_1_ �-__•-'. _ i j + 2.K 5g,21R 1a2p J 1 Iola,caa _ y -- A.91 6g9.►693N 19p5 ,'177I\ - i sz2e4s.fB.m7om 1001 47.4SR 108 Ime - ' Imp 1a" I_ 24S tl)Ag IS?,5611 lam 1p56 \ EMISTA.izt+ 64.6 IDf�• �g7A .y�i7.es;6Yt 1plp tam Imo IGaa i M U ° rp[o 1026 1110 STA 221+ 74.4.'l I tmo low ilia v� PROTMT"T. Ma tuMENr T ° 1G76 fa6p p11t0 I A 10. 1p9.r76 •' A,-, 1o261056 4 x7 2ip4d0.1097n'R•_ $r, A- m 222�G,21 IQ7.68Yf Ilfk Ip l0w llsp v a f . 1: , 1 _ - I �� - 1110 TA.221i76.1l9,553. _16n6-. -etw. c fw�� City of Kent 6 or 33 ertAA "-"' _Public Works DcparlmmiI PAVEMENT DEMOLITION PLAN WILLIS STREET IMPROVEMENTS Enginccring Division . G:\Deei V2 M29 N.--Jan- .... - uc-oS Pavcmrnt Ocmu awy+n fifYJW iu.v 40 (N9 R 1 R' AMP) -s- CEP z � � - ��•` s i , Ord ` o O N x � T 1 _ Y � VVAA F N N yS = x 3Atl N30tlN � f m 00 f r� HO �� EA J1 L d p dHO 1 � I � A�� -�dr i �� , •rtG Aq dH0 Z . dH0 dHO dHO .Q 7C Fy p -AA j rriXX r a I •., 32� arri o M I ' i UNION PACIFIC RAILROAD of SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. vv � Ia r g � N EahibK"V S-8.141 a 11 I I LonsWclian A9,ee —No ALL 1911 JA 9776 v 1 6R 1fi)I6161MP 19 fi]/4 rl) a ti 1 WillisMatleMdN Ave lmgovemen[s IX C WCUNE RFN1(N—PoRiL*0)LN10] I g �1 sa lo+oo F I 1 j WILLIS ST (SR 516) , A. 77tapp R 9n =� '1 e+�• N R4^11Public Works Dcpunnent SECTIONS KEY PLAN WILLIS STREET IMPROVEMENTS _ 'w-!("y Engincrring Division •�""-�+= YY .c.• .•x- aen.�.+..v .. 1 � - 1 oa-r,w1y.o.c xv.e.p c,�.r� C IV 1Y 7 6' S7 IV 4' W$THW +6 THIOJ eV M RAISED MEDIAN RAISED MEDIAN EXISTING b}MS E77811fIQ Ci1R6 C7oST1NQ CURB f1051Ria CURB - OW •---- Z- --. FLOW ROW i ---• --T--•._--- ------ ____ ___. 11QQ f110 0.11' �A�WILLIS ST. SECTION .nw. Q sneet9ot41 7 1SR 516 STA 220+75 Conslruclion Agreement No OCC 1011 JA 9775 ��S.ALE; NTS SR 1671616 IMP 1967/4.77) WIlisMa 174th Ave Improvernenls S RN AM C/L 1,35 1' 1 ST0J0 Y 0' 12- 7Y R1� 5' 9' 1$ 13' A1'RR4 SHOIrLp�1 wu THRu wH IHKU RAI'LU EQ$11M0 Le IHfiu 11 IHI1U ]HDULDLX 11Q2 MEDIAN RAISED 1105 MEDIAN 2212 1207 t025 1050 1209 1050 1205 _-__--_ _--{_-_.._-_-____ -- _- I M 0.35' to"9.35' 1095 p.33' 1100 11,0 0.17' low 0.35' 1100 1110 O.tY 1065 A50' - 0.75'1095 1095 Q.36' 1085 S50' ID&5 D.SQ' 1075 8 WILLIS ST. SECTION IQ7s SF 510 STA 221+18 SCALE: NTS ov C RA SO' 4,5' 0W 12' 12: 12' 7' S' 12' 12' 6' 10' 51D[wA1JT PWITER RION' N Tnrcu wn Inrcu CL-T Turcry LL-T rcry E11 TH FXi TFlityl SHO-0-5. u.T IsS 1Q23 1203 1050 a 1205 S1141 1025 1050 -7000 l4]OS 0-5' 1Q93 0.35' 1D45 9.Ya' S1otl ]110 0.17 Q.1r 51]p ,fOp oJ3s'1p95 1995 0,35' 198L7 0.5T 1060 0-1r 1065 Aso' logs o-60' 1Q75 c WILLIS ST. SECTION 1075 7 SR 516 STA 223+00 SCALE. NTS 9.9' C L 1. E.— ]�Ta6sTwc 1(Y 4' 12' 12' 12' 7' 8' I IY 12' Ti AyR — T T— 118 Q1RU M LE"NRH LET CQ Tian n+s 1205 103Q 7000 Sm o,5• 1099 ass I 0.55' 111m 1150 QA7' p,1T 1110 110p .+ so6Q 0.17' 1085 0.50' 1075 0 WILLIS ST. SECTION 7 an r.NTS 2z3+50 �I�la1' X A City of Kent ` Pohlir WGrks Department TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS 9 OF No R-vlsory er DATE " cnnoea. rc�� 4T Engineering Division ++- .. �Tr-wr 1ea>n+vne rp a.6 uw+•.r.1-xiv e4-n�rrr ax e.w. r1.r.1�� w 1.33' 0.5, L71RB CJRB W� � .S11 wA:lf TRUG, S9 LANE NF LANE TRUCK APRON PLAN gNrL Ll 1.r.A•!IA% 1452 A702N 1207 1207 1102 1212 1745 i.SR WAX J�L R _ +.f - EXISTING GROUND 10e0 0.17' 0w 10@y Y 7WO l0O5 0.5' 1065 0-w I=0,35' '0 A7000 8005 0.5 10g5 0.SS $=05' 1075 1095 0.25' 1095 0.25' I1165 0.67 1075 TWD 0-w RENTON PI 1060 PORTLAND PIPELINE) l0l5 0.50' rEEINADEN AVE SECTION 1E.-K.- SNetllgelel 7 /NADEN AVE STA 10+95 Canso di-Agreement No We 1611 JA 97TS \SCALE: NTS SR 16TI616(MP IS SVJ TI) WillisM d, ,itN Ave Improvement. 7]1[7B Li)RB Ib' C 1E• 7' 21)• 10• 9DEWALK PLANTER Tt1 LANE PLANTER 7 TEERURc AM In Ail '116 5 1205 1207 1102 fT12 1 YA>< 1.5%MAX +T yfX 7065 0 - +14;{Sl ppr 05 1 1000 0 5' 70M WN 0.5' Im O.IY 70 OM 5 1095 0.2v 025 67' 7 . 1CN3 R3S• 7+7DD BODSEAS' .�(le WiTON-PORTLAND PIPELINE) F NAD£N AVE SECTION SCALE Nm ' p vAa 5WALE 6D 1N119NRBI.wY IRA;L EXISTING—"Q �` 7pg5 G s3' r EXASIMV OLYMPIC PIPELINE (14"RENTON-PORTLAND PIPELINE) 1000 A5D• G NADEN AVE SECTION 7 A +, s°ALe NT9 _ rl A 1.1.1AT ^ IkCity of Kent a -. ! �; ��I'mNic Works parNml TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS No o= a.�l t t*o-.w' �co a:sr �hr ERgfpecring Division ..,., r:-. j 10. w w awe7,ca Susrea g+r K ig w aM LANT CURB 1R11C10 AI'Nt11 PLANTER AM TRA1l 1207 1102 7000 FLOW L +�.. V. 1pe$O.IY 109s 017' 0.1 1100 'JOW 50` 1212 im Ow 0.3s'fogs MIS 3S 1075 035 1006 ion 100.5 H SECTIDN M \,,$�VLAW Mt5 EAf(c CLTiS W CURB CJRS RAMP 1205 1217 1205 1155 ExlniMl"D" 6fw111..a1 Cans[ructlon Agreement NA.DCC 1011 JA 9T76 SR 1ST1616(MP 19 6V4 77) WIlizMad Mh A- I uwFLOW O.S,Y , M1 1P$00.17, SO[6 50 D.3a toes $baa toes as• lobs .50• am 10Y5 1075 I SEcnor� I TRUCti APRON OLIN CROS"Aix CUM TRUCK 1102 uo7 tZ17 ,207 1t02 1Dd5 ,o03 .W sobs W son la7s spas J S£CFION J 8 9CAI.E NT$ C11 J WHT TLM CUM a.. 1LANE ,207 1102 7,fi'. FLOW 0.1 1,00 tan us 0.s6 tyb5 yy 12t2 D.35 1pg5 1075 1075 azs toes K SECTION IC g St-Al r� Vb(dY a[r �eea_ _elt1_ CiryofKorn nor ss _Mte, �_� �.�— � Public Works OcpalffiIlml TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS No ncA-m9 Jl y1. rpt� �r ! 1 T Engineering Division mz Dlryrs eu fmiwi, v w LMIE AV IsLxgl) c16m LANE 12175 110! f2D5 1 1 66' Im .35' w 10l5 0.1 $1 10L5 o$D' 0.35 togs 18T5 IV$ 0.55 Sogs Ia77 Exhibit"D" 9Mf11 A/11 0.J5 1045 a,35 low SR16r16161MP1961/67F�DCC 1011 A 9Tl6 (T)SECTION I. —Ii—d-94th Ave lmixove — 9pU Km LANf p$ MEDIAN ISLAND CURB umm PA54- IJLR, am A(ptAN AND L1Ni9 11os 71 a5NMI MAI1203 }l05 1205 llpa -�.;• .•1 - ".!.: 'r'_ �10A5 .50' 10A5 k$', %-'1.;:1• i0lS .50' 0.1 `1a85 0.50' iap$ ya' '.'1Cd5 .J.... 0.1 11W I pg$ .35' 10R5 P-$rr Io7$ 050'i065 p-yy tags 1075 D.35 lags 7aT$ a layy m7$ lOTS 0.35 1a96 M SECTION M s Nrs VARES Ru D UEDLOI slap nay 17p➢ 11oD 1110 0.17' lags aas' 11aD n10 a.lY N SECTION N g scM a Mls VARTS VA1r.ES ET1riLVa MFAIAN R'A"i➢wwm lOaa alas 1209 L. �Iaz57 110D Ilia 0.17' (I)SECTION. P — g SCA6L N-S �Irai�4 N/A City of Kent 12 cc 33 Public Works Dcpanmeod TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS Engineering Div6ion 1 r>y rq r xw ew M �..-- -•inm a.u1 •w'M6n 1x1�3F-]]F9 L G]Zt'A oM v.•� It I. ],•r CONCRETE CURB AND GUTTER SEE PLANS FOR TYPE W1DM VARIES-SEE PLAN I 0.75'PORT.AND CEMENT CONCRETE PAVELOIT SEE SPEC:FICATIONS FOR AND PO 58V-22 FINAL UFT E�H D0lL 3AR INTEGRAL CO6a0.17'HMA CLASS 1/2". 300 yOLgRH COLOR pn rA5C XMNT AND 0.70'HMA CLASS 1/2-,PG STAMP PATTERN REOUatEWOIT$ 5BV-22(IN 2 UFTS,0"35'EACH) 1095 STAMPED CEMENT CONCRETE 0.SO'CRUSHED 035•CRUSHED SEE SECTION T115 SHEET SURFACING BASE COURSE 1085 SURFACING BASE COURSE 11065 0.35'CRUSHED GRAVEL BORROW GRAVEL BORROW DEPTH SURFACING BASE COURSE 70B5 AS REWIRED ING75y GRAVEL BORROW DEPTH 7075 AS REWIRED TYPICAL STAMPED COLORED CEMENT TYPICAL STAMPED PCCP SECTION I TYPICAL HMA PAVEMENT SECTION 2 CONCRETE PAVEMENT SECTION 3 ISLANDS AND TRUCK APRONS S:.aLE A".1S scAU9:NITS - SCALE:NT5 FULL DEPTH EXPANSION JOINT Exmbil"0^ ]Nw61]Hfl o,r SAT Ca nsN—ion AS... nN NO GCC 1011 IA 17. N1DD CONCRETE CURB&%D CUTTER SR 16-16 IMP IS 6-77) SEE PLANS FW TYPE LANDSCAPE RES'fOR,t71DN Wini—.-94tn Ave Imp—l—Mz —0.3S CEMENT CONCRETE a SIDEWALK/RAMP e 3� - 1145 ON XUw CSEA 1J2 ��- .� LOLOR RELEASE MINT '-0.1'1"CRUSHED SURFACING - 1050 SAWCUT EX. _ 1Db7 .. _ _ 'GuIr PAVEMENT - -- - -- 0.33'HMA CLASS 1/2',1095 .. N HDR�P:1Y PAnT A PG 58V-22 IN 2 LIFTS LOBS HMA PER TT'P1L�L —O.50'CRUSHED SURFACING 0.50'CRUSHED OSECTON,THISSFffF1 BASE COURSE FOBS SURFACING BASE COURSE FOBS GRAVEL BORROW DEPTH 1075 ROATk6AY EXCAVATION AS AS REWIRED DIRECTED BY THE ENGINEER FILL WITH CRUSHED SURFACING BASE COURSE 7060 LOBS STAMPED COLORED CEMENT 4 TYPICAL INTERURBAN TRAIL SECTION 5 SAWCUT AND RESTORATION DETAIL S CONCRETE PAVEMENT DETAIL ecA1r N15 SCALE NT5 SCALE NTS AN N9_A}ID PRECAST kOPEo 12M 12M MATCH EX3 M—\ STAMtPED VDLORE0 CONCRETE MOUNTABLE C7JR@ BRCA PATTERN PER WSDOT STD EXISTING MEDIAN ISLAHDry PLAN F-10.62-02 1105 MOTH VAPJES'—SEE PLANS 1105 1 BIOME EXISTING PRECAST STAMPED COLORED R.MOUNTABLE CURB CEMENT CONCRETE 1209 SL ,1 10Y SEE SECTION THIS 1 SHEET . lff�� G '0R75'CEMENT CONCRETE PASS-THROUGH 1215 D.55'CRUSHED SURFACING BASE COURSE=1085 .35'CRUSHED SURFACING BASE COURSE LOBS ew: GRAVELBORROW DEPTHBORROW DEPTH AS REQUIRED T075 AS REQUIRED W Dr�MEDIAN ISLAND DETAIL I$1TYPICAL MEDIAN PASS—THROUGH SECTION SCALE:NTS - '� City of Kenl 13 or 33 AC 5 ! Public Wol'ks Dclruv7lNnt ROADWAY DETAILS WILLIS STREET IMPROVEMENTS r al±sloa er oarE iCHF Engineering Division #3 REBAR-REOUIRED ONLY IN 1•R. �•q TANGENT BLOCK.WHEN LENGTH EXCEEDS 30"(1-1/2"CUR. 6 1/Y MIMMI'"FLOW LINE FACE OF CURB BOTH ENDS)-SEE STANDARD y IA- FACE OF CURB WITHOUT VERTICAL LIP SPECIFlCARONS 9-07 15R YA% BETWEEN GUTTER AND CURB 16' 10" Y R I/2'R 1'R MATpi ROADWAY SLOPE Au" $0ADWWY {' 1Y OPE ROADWAY 2" CURB RAtIP� ROADWAY _ 1'R 1/2'R ROADWAY 1/2"R-(TYP.) o a m . 6• 2"i1/4" J, I I i _ 1, l 2�' ADA RAMP AND SIDEWALK TYPICAL END VIEW COMBIN D CURB AND GUTTER TO SHOULDER TRANSITION SEE WSDOT STD.PLAN F-10.62-02 FOR ADDITIONAL DETAILS. ROUNDABOUT TRUCK APRON CEMENT C€MENT CONCRETE CURB AND GUTTER DETAIL x CONCRETE CURB AND GUTTER DETAIL r31PR€CAST SLOPED MOUNTABLE CURB 1 SY'xE:MTV ,a SCALE NTS ,707 sN:lu.E:KiS � 1209 2"R. 6 Tl. 2 R. R BAR(TYP.) Ez6ihit•V' SI-14o141 6 1/�' ConsVuclbn Aprtemenl No OCC 1811 JA 97I6 FA"OF CURB SR 16r16161MP 186Pp T11 S� ✓ (• 1/2Yi WRII1 414*MI Aw I,prove—, SIDEWALK 1/2'•R 1'R T{IUCK CFYEHi CONCRETE OR n APRON ASPHALT CONCRETE •.3• •r'tf/A� b a TO SIOEWAUC OR PATH 1 S/6"PREMOLDED JOINT FILLER TYPICAL END VIEW (W1¢t1 ADJACENT TO CEMENT SEE WSDOT STD.PLAN F-10.64-03 T/R CONCRETE SIDEWALK FOR ADDITIONAL DETAILS. CEMENT CONCRETE 4 PRECAST DUAL FACED SLOPED MOUNTABLE CURB `� TRAFFtC CURB DETAIL (_v)PED€STRIAN CURB DETAIL SCALE HTS f311 SLALE:NTS 17t2. sr x.HTS 121i IT? ,p�ADD P 04P 100 0 •�URg � e• •. 1 8005 , t ~ 7 TRUCK APRON TRANSITION CURB DETAIL a MEDIAN TRANSITION CURB DETAIL 9 CUR6 COMBikATIOk DETAIL 9rJHL NTS 7213 SCALE rr,x -14i3 SCAIJ Nr5 7rNzY .a.�-M L-—_Aw ,,,zr�nN/(A— - City of Kent r _ .R•°0M5 ,,p,,: _r � Public Works l pnmlcnt CURB DETAILS WILLIS STREET IMPROVEMENTS ti a`33 f .c.•-"rn n• D.1c - ` - •'KEllT Engineering Division '�"� SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. 1 V � U Z AUGNMENT=NADEN AVENUE W I Q Q STA=12+B0.03.0.00= Q l - d N=141379 B576 Zf Z J E=1291407.3167 l Q LD ti910 j was Exhibit"O" Sh.4t 16o141 Construction A9lee-nl No.GOL loll JA 9776 SR 167161E(MP 196x T/) 57COM`7RFIC11(99 GNMEN T=74TH .. SOUTH I Wi6isM ,tl 4tn Ave I,p-.ln.n1. ' $ 11 AtIGNMEN I�SA 516 ROAD CENTERLINE H.11 G07�6 AUGNMENT=NADEN AVENUE 5 I0L•7D+00.00,0.00 AUGNMENT=SR 5T6 ROAD CENTU11AW s69.49'05.92'E 57+U2T1s70,i6�0.00 U-141100.7592 s°9-44 -9A� WILLIS ST (SR 516) Sa1.07' E-In 43'0.16-37 :�16+OD 217+00 00-40 n9+00 220190 ml+00 P2.9-00 m 92Hm 227 1 ALIn�4MENi.9!tai RDA&CEMTOWK SB9.49,O'$ SR SiiBQ A&CENTERUNE SO'10'Si•Q 5+�600 • 9.2-V ES=•M112►92i11�5DA5A13.90716 6i7]17 4Z7B N �Il 1 p00• I •06.09' I E:=1290609.6BOB SIA.0+91.24,0.0D+ A.YEM7'.it 516 ROAD CENTERLINE I ALIGNMENT=SR 511 ROAD CENTERLINE E[.1u°D9-4812 S.141$T+91,�.0.DlY 57A.4Z7+00.°O,O.ODL• E=1291440.1595 14l 1D0.69{O I 1N�u509P-96D2 L+1IS1i50.777i I EY4381959.b750 STATE OF TIA(VACANTI I Ig f j PARCEL RU1®CRS 6000000092 I 8 11] f CONSTRUCTION AUW1E71T.7471-i AANHE SpiTX $CA�y4S6,i7.DO17< 0pMSTF&T10R ALIGNMENT=74TH AVENUE SOUTH 61�150907.6ST3 AN.S9i07 6&7990 74 E=1291190.4487 [�129136Y.Si1f0 CONSTRUCTION ALIGNMENT=747H AVENUE.9WIX 1 S L+}791 sTA�1+S4,eDD.&o- ft CURVE DATA ^1 74TH AVE ' __ is asya-_-� ----_ CLRVE E w 51ATN9N DELTA RApN15 LFNOTH Naa o9ienlF E[wwe ^� J I l l Cl 1+24.66 4TI0'16.62' M15• -o' SO'21'0271'E 1 I ~_ IWO C2 1+73b2 132'2d 2&79' 86.0p 3].{1' N51'03'05.66'E 4 I I CS 2+6L14 1610'a4.5Y 13o0.6d I 140.1Y N63'31'34.65'E 0 1 CONSTRUCTION ALIGNMENT=74TH AVENUE SOUTH I Z s IIIII I I a / 9Th•.1+3Lii3O.00• � Q 1 I I _ 12M- E 1as23r I m } I I i 11 I 7z41x43.+e3D 67r 21 45-69•W w ro� I sa.as II ` Z I I 7r1e�e� City nfxem _�` 'l'"1• M/A Public Works Dtpur7mem ALIGNMENT PLAN WILLIS STREET IMPROVEMENTS 1s of 33 NO RE�nsioN en'� _ �•�,C£NT Engineering Division 1O Y •X+/0 wu.�nR •'^e l•na - u- uy.-.nee.1 1�6 •l+,ti SW 1/4, SEC. 24, T 22 N, R 4 E, W.- I = SHEET 22 ExM1IDA"O" aCC 1011 SM 16o141 -_ _ 1 f g g Conatruclion A6leemeM No JA 1111 t' 1 9R 161I616(MP 19 63/6.1r) Williz &a 4M Ave Improvements y SHEET 21 \ � g I o rn C7y'� LS , :< .•: Z � as j I - SHEET 19 WILLIS ST (SR 516) 217+op 21DF07 Y+ 22(l9C0 + i p2�}pp — II pp 226+00 - $ it tg - - ra - = ---------------- SHEET 17 I �, ho a # Inw it m -SHEET 20 „I -----� r------ 1t ` -.Clt6L•_�_—AMY-- 'a City of Kenl ice° " _aena_"°"'�_" `" °°' ri• ! 1y�Public Works Deb rt ecnr ROADWAY KEY PLAN WILLIS STREET IMPROVEMENTS s or ss ••'IC"T Engineering Division ^+r"4 r..�..r� -.w��.- .a+ees..v6 a•.. ..n. w c•_ .,w...�'pw1 .a w SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. A 1; 1260 TA 212. - �'.11 '12l0 E6hibil"C" She 17.141 C...-di-Agreement No GCC 1011 JA 9776 a 5030 554$STA.219+89,44,-iY.271 7��g SR 1671616(MP 19629 77) Willie ,a ,,74N ove Ave Imprment. •1145 t0� - EpsP 1145 STR I19+68.1!!,-60.g0'L • t e' . Z rw ASTA. 4 O •[a 'i 70017 80D9 _ ._ -.- _524 N 9 1146 Z � I v � CURVE TABLE m ECURVE PC/PCC/PRC LENGTH RADIUS DELTA PT/PCC/PRC 20+74.34,-62.49 L 16.10 100.00 9'13'30' 220+90.36.-61.09 20+25.98.-70.53 L 10.7J 206.00 2-57.17' 220+36,70.-70 7420+26.34,-62 54 L 1011 200.00 2"57'17' 220+36.65.-62.74 W cn LLJ LJ t/1 SR 516 (WILDS ST) + 0 - N a V) N W Z_ IJ U Q � 0 10" 1145 VIA 220+00.9P.�7'6 2�9+Fe+3q 8276'R 1145 7000&]05 a^ �.� e • ,.:a I - 9056 llyy A 7T0+0640,71,24 1" A 220+15.30,70.76R 1145im 4 7frafaY City.£Kent ROADWAY PLAN - _�.. K A Public Works Ikpnrlrn:r.1 WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS 7 of 33 eryy� 1�11T Enginm Ping Division STA 219+89 TO 220+77 - a+Pa✓J^�2-s.,n.nn Qa .I�A� .n n 9 •C.+w.-..1.. ....... .. � SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. C 1 1205 ,2,2' 1OpO gyp, STA.221+3i.10.-74-77Y ns! 1212 ,� 1ffi7 TA.221+37.1a,-7 71Y r212 MATCH LINE STA. 10+75 oss I 6.6e1rD• s6ea16ma 12LD A 271+01.64, I'142•' g Cans...ian Agreement No OCC 101 JA 919 _ _ SEE SHEETT• 21 SR167M16(MP1969477) !!� c,7 1 A x2;+00.61,—T3.7gY 5146 72D5 125$ Ml6izlNatleM4M Ave Improvements J .' A 221+s5. -73.34 tffi7 � STA.220+96.70,_X'a 5146 '/y/ tto2 1 7 A.222+001i p7266Y iM 1297 A 7� •+ • 1305 1207 A.22t+33.01"-95.79Y V yry 1II07 3iA 2z1.94.0. • • ,2p,_A74.D{'� $iA 22t+2A.01 -55.19i 1105 65.42Y 1207 4 l 12Q5 1207 07a 1145 1205 1212 1205 1217 STA.220+90.3 1905 1207 , TA.222+1 Z2s,�53.62' 1145 1205 1212 CURVE TABLE -61-09'L 1145 1206 1205 1205 I C1 121P A 222443,00.-48, 12D5 STA 221,11.65,- .Q ,1SS A 222+ CURVE PC/PCC/PRC LENGTH RADIUS DELTA PT/PCC/PRC 2,g lm7 _ 5143 -4ap2'L 1,45 1213 1212 1207 •',T16 1205t 1g15 7k1'7 ~, - • Cl 20+97,17.-35.12 L 82-61 49.98 94'41'44" 221.4a;aZ-4-10 L A. y 1205 � 1 117 70W a005 C2 221+79-30,-55.09 L 30,00 50-00 34-22.39" 21+90.39,-57,70 L -37.61�1102 A.Z21 C3 221+90 39.-57.70 L 33.17 40.01 4730'13" 22+19.11,-43.06 L -47.33'L 1207 1105 120+ 1206 A 232+-sAOE,-4J.OD'L 1205 1,� 1207 1206 3 G4 221+61.37.-62 60 L 5.14 1.95 151-25'40" 21+65.14.-62.47 L 1.$ iA 222+21.24,-46.8T.'L tx05 1207 I C5 221+6514,-6247 L 20,54 41.53 28'20'04"R21174.64,-44.49 L 1205 220+8460,-35-11'L 12,07 STA-222+04.76, 4d.8YL 1207 CD C6 21+7464.-44-49 L 8.48 63.44 T39.24" 1+80.64,-38.52 L FA 220+97.17,-35.12'L 1207 y TA 12 Ld -STA. 1207 1213 ilil' z 222+2�0.�4• 49'22"L 1146 5305 1212 C7 221+80.64,-38.52 L 0.B6 2.00 139'06'24" 21+79.33,-3501 L cm = A.222+19.51,-43.06'L 1207 Z C8 221+48.35,-35.02 L 4.68 2.00 13411'43" 21+46.92,-35.41 L L0 Tn 22D+79.60.-35.041 1213 STA.221. -Ti,-7.551 4 i (r1 7207 12L3 1¢ll 51lO C9 21+46.92,-3841 L 2843 61.00 2642'25' 221+61,37,-6260 L A.222+1303,-7.{11 W �. v N W 1215 1 38,-7.41'L 1213 -7 LOL ! 4-` C10 21+48-45,5-44 R ,2-79 20-00 3638'S0" Z21+60-38,2-45 R 1213 STA.221+12.38,-7,461 1213 1209 1209 1$t] !'j,1 321I TA 2.22+'2S.53.-7-06'L 61E0 1 D C11 221+67-13,-2-61 L 1285 2000 36'49'01" 221+79.12,-6.60 L - - V SR 516 (WILLIS ST) 11 N C12 21+0328,30.90 R 3188 58,39 3117'17" 221+33.58,4350 R 1,05 R a1s0 I+ C13 221+33.58.43-50 R 53.23 48.00 63'32'11" 221+56,39,88,60 R N CID C16 222+G4.86,88.33 R 75.95 42-00 103'3634"222+45.92,36.63 R N GfW 1 o Q CN 1'apll 1245 1 1ILtypjO PIPELINE a _ C17 221+03 34,-70.29 L 1505 15.00 5730'05" 221+16.61,-77+01 L Q (IC RENFTON-PORTLAND) m C19 to ~ 1209 22+09-87.-55 96 L 14.88 15.00 56'49012" 22+22,07,-48.55 L N t213 STA.221+25.08, ? I r` o r*I Ir g C20 10+69-72,65-33 R 31-20 55-GO 32'30'20" 10+98.14,53.50 R W 103 (/) ?i STA.221+67-1 2fitY $STA,22P•3.0$ I I 2 C21 222+29.66,-75-00 L 44,44 55.00 46'1736" 222+69.42,-58.00 L l2.47 1RI3 A.221+30-080 1200 lb1 37.55'R� m I fn C22 220+8492,61.98 R 1 14.67 2000 42-02'03" 220+98.29,56.77 R P1= I I A Zn.*!L 2. C23 220+9829,58.77 R 14.67 20.00 42'02'03" 221+11-66,51.56 R c] A lzos i s6.63'R 12D3 < STA.22:WA7d. (O C2q 20+84.96.69.98 R 20-54 28-00 42T)2'03" 21+03.68, 52.68 R F- yfy 12e3 Q FA 22 STA.222+27.03; q 36.72'R 1745 C25 21+03.68,62.68 R 8.80 12.00 42'02'03' 221+11-70,59-56 R e,7 1205 41.031R 12p5 i � o C26 22+12 45,9604 R 50.19 50.00 5731'09" 222+40.59,57 02 R STA 2T2+13�80, C27 22+40.59,57.02 R 45.19 100.00 25"53.24" 22+84.33,47-31 R TA,221+41.35,49.40'R 1205 ' 1205 }, l2a6a 1214 STA 221+23.87,SS.COT1 51,484"1275 1 1145 i C2B 220+74,34,-62 49 L 16.10 100.00 9T3'30" 220+90.36,-61.09 L 1145 STA.221+11.66,51.56 1214 A-221+43,36,S,,QIFRFI T806 $ 1150 f .%A 9 "N 1140 3 ,20! 4 _ C23 ••7' tr49.40,59.37'R V) STA.222+05--4, ,. 1205 ; 50-W1t 1205 L[4 1150 '�G 1145 R 55 99'R " • 1145 1095 j m 1214 Q P ..• , y • • 2 A 222} 1 • A 2224-4587,55,70'R 1095 A,221a 71, •' d 60,wR 1214 i s F 1230 1242 • A,221a14-7O, • 1015 1145 R N• � 1145 � c15 � 1205 g -tl4 A p22.]5.74,71.! SOW pM'' 69.98'R ,145 MATCH LINE STA. 0+75 SEE SHEET 20 T�11ir1� City of Kent ROADWAY PLANE' Public Works DepartrslDnl WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS 1B or 3s �, b 5 �^a• a �'1CSNT Engineering.Dif'lsion STA 220+77 TO 222+83 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. 1 A.22T 5:.03.-74.00' S2B0 17�p A.223+77.08.-74-011 t 7000�� 1145 STA-223+5781,-5..20'i 1i45 Slit 223+47.81.-5&OVL /.=+M31.-54-201 F12057 4 A.`223+63.3%-54.20'L 1145 . 1115. .• a •Q 1r46 A.2131.47.80,-+4W � - .. _� n1� I e • 1205 1146 .,T - A 223+57 B0,-44.20'L 1145 7000 BOOS . -�'i, _ -y1 Exbibil"0" 9�ws11 efil ConshuRion Agreement No W.1011 IA 9T16 A.223+63 30,-42.OVi 1145 SR 1671619(MP 19 6114 7205 1276 �! WillisMatleMalb Ave Impp rovements y, A+'22?3+5&30L-43.001 1205 .V' w N W ! - _ W t^ SR 516 (WILLIS ST) ;f 00 00 22yAW + N 04 a� V - Ld Ld `dry o Z fit&223+11.30,37.44'R 1145 0 J � = 1L 223+19.30,37 48'R 1145 y Q A.223+19.80,36.98'R 1205 _ Q 1205 U F.223+24.61, • y U •� - n45 1205 114s a A.223+24 76,47 50'R 1115 Z A.am223+19-76,47-48'R 1205 700C ill 223+19.26,47.4" i 1f A.223+11.26,47.44'R 1145 # � 1 711�F4 City of Kent ROADWAY PLAN Public Works Degunn:cnl WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS 1a o`33 "o. REVI510N 6r oar. a B S i STA 222+83 TO END rr c� I"T F.n meenn Division "g SW 1/4, SEC. 24, T 22 N, R 4 E. W.M. MATCH LINE STA. 0+75 SEE SHEET 18 1 T I 70flD A.0--.60. I A —11 -24A19•Lp r \ o \ 6ah160•D" 6h-20041 © 44•]SR 1205 � �� \• \ I Co6A—I-A9,mm,t N WC 1011 JA 9Tl6 6R16T/616(MP196]I4n) / 17 4F94. 6265 , W6\i4Ye9n'ib[fi A�FlgieKlmm, 1 1 rI A. 2a99'R 17D6 F. SiA.1+04.1 z,-31,44 Y91WIC PIPELINE 1 ♦, '' Q (14'R1NT0N-PW?LAN0) STA.1a04.27 f -26.0-L I R05 I i��OHP—CHP� ��y�� T7Ns � �----� •-� �—�� — H CURVE TABLE m I CURVE PC/PCC/PRC LENGTH RADIUS DELTA PT/PCC/PRC C13 221+33.58,4350 R 5323 48.00 6332'11' 21+56-39,BB.60 R g v H i C14 0+88.60,24.38 R 5.00 50,86 5'38'De 94.35,24-99 R T Z C15 1+04.27,-26.03 L 20.24 50.00 2311'29` +88 33,-24.09 L C16 222+04.86.8&33 R 75.95 42.D0 103'36'34'222+45.92,36.63 R iC26 222+12.451 9604 R 50.19 5000 57'31'09" 222+28-42,65.16 R 1r�r�r _MM r_1p City of Kent ROADWAY PLAN Public Works DP.Pm'rFnm 74TH AVE S WILLIS STREET IMPROVEMENTS 20 0`33 Iw ,n vn eY CA1c _ - fC6N7 Engineering Division STA 0+75 TO END "' -� • SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. MATCH LINE ' STA 12+63 SEA ET 22 ` e ❑ I I { p I N=141347,1a6 `1 l I 1 aLTNPIC PIPELINE \ �•,*. \ (14"gp1tON-POR1lAHC)1 ¢ g } k J .oaa 7aoo . \ R%111nit•U" S6M 21 o141 \ I I ~ I Gonstructbn Agreement No We 1011 JA 9]i6 7— po SR 16i/616(MP 1847/4 ii) \ \ 1 m Q ■ I Willis Wa 4th Ave lmluovetnems Ce � � ion _ 7000 141M77. � .'• \ 1065 ,� E.1291 WL47 /�y� STA.11+45,01 1� I A tfaa5,♦�'y9,81'R 1095 1205 STA.11+45.00,-It WL ST. 11.4a57.1100 l / /� 1213 1205 1205 1�' iA 114 4 149.81'4 FIDn 1145 STA.11+45,00,_20.b0'L - - t 7 7313 1075 1a' 7im I I4 STA-11+45.00,-30.ODY t 70a11 1213 1207 8005 p•-aF•S 1213 1205 STA.11+20,49,-H.00'i TA 11+20.16.-20. "_ —— 1201F- t�•-. TA 11417.111 71,34 R 1095 I 1212 S STA.114*$Ag.-16.00'L W - - TA 11+14-531 41-40'R 1095. t rr 10 55 p tz1] 12a7 � 1Z13 a •� .1.-�• `i W z. . W 1 Q@ 1212 $ Z fY� •1' 1 ` 1207 .r:• u i cv9 C1s 1102� '.�.'.-. CURVE TABLE STA fa•t14.w,1© '• CURVE PC/PCC/PRC LENGTH RADIUS DELTA PT/PCC/PRC I 4• 1s7 Cl C2 C1 220+97-17,-35.12 L 82.61 49.96 94'41'44" 221+46.82,-89-35 _. 1102 C2 21+79.30,-85 09 L 3000 50.00 34'22'39" 221+90.39,-57 70 �, C18 10+89.32.-40.79 L 3347 50.00 38-21'31" 11+20.35,-30.00 L MATCH LT S f L1+ 5 C20 10+6972,6533 R 31.20 55-00 32'30'20" 10+98.14.53.50 R SEE SHEET 18 City of Kent ROADWAY PLAN z, or 33 Public Works DL•patUm% NADEN AVE WILLIS STREET IMPROVEMENTS ¢,6,a, a• v..•1 � 10EHT Engineering DivisionSTA 10+75 TO 12+63 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. \ \\ 1 ExhiGt"D" Sheet 22 o1 e1 \ \ Cons[ruc0on Agreement No GCC 1011 JA 9776 SR 167516(MP 19WillizMa-thA e 'lmpmvements. \ \\ \ [.i 4113ppi7 \' 1 \ .l' N-141'Z77•55. [.v2a�wr.n� MA�LINE STA 12+63 SEE SHEET 21 CiVorKenl ROADWAY PLAN ` 22 3J "�A �-• Public Works Dcpanrntau NADEN AVE WILLIS STREET IMPROVEMENTS of DAM - �•s'ICEH7 Erkoderiny.DiviMcpn STA 12+63 TO END - - - v : eea..e r.0.. - u••w rq..e.;�re,.�r.,�,. .� �7 � SIR '# � 2 ,@ � (© OFF ©# )P (NB ON RAMP)v ; , . . . :�§ v + I • A-141 ` � � ■ , | , lot R A\ |L ■ | � } 2 _ § | � S s • ( � ! [� o j\a -0 � k MATCH LINE STA. 20+2 SEE SHEET & I � § ©° § 2 § | � ) | . - ! Z } SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. � 1 MATCH odsm MATCH EYS9M1: / / � 1 \ MATCH LINE STA. 10+75 ___-- SEE SHEET 27 -- ---- — IQ2tl 5 Ic- 'tm/4 ` w CURB RAMP PER SS `� CUR 1+6 B RAMP PER _ DE- DETAIL A.SHEET 29 AIL A.SHEET I, dig All W 5 h C g St 1 e-35 Ea.-di 9M1tt[24.771 T .J��`v TL Conshuclion P IS GV n[Na.GCC 1011 JA 9))6 py A 1 1 1 per- SR 19JI619(MP 19- J)) 1,h, :• � ,••• R •. --_.••444... 1 + WillisMatlen/l4lh Ave lmprovemenla 01'WLt3 +a � rl I �'� r tl' �•� -IRS RAUP PER 3 DETAIL A,91EET 29 E> N R 2 W \ d•9y.I1 1 IX-46.W La [li-I[..0 IX-45.4J „Af{}['�11rG da9F01 NA—IXISTNG f-- = MAIM EQFI p�VAipl piffW6 MATCH EASING IA4Tp CCLIb�p Z W SEX=-.. \IX-4SJ0 `- \E%=4G.G9 \EX-.39 E1.4]L1 c e m Ld ual CAKtiHC MATCH EXISTING MATCH IXISTNG MATCH EASING MATCH EASING MAlO1 dYTWE lT-^"R 51 6 (WILLIS ST) rL.4a)t Ex P A7.SS D YATLN ?t� ? r a wATa1 Das1Yp lMWI C0:19MG E.BL!11M im O221+Go •1 ' ice,,, l4Tg1 necTllq iOl Tm 1c 1+ N DD N 1 •a•.w i 7M COEI111C W u ETc-4G.ao Vl MATCN E11W MATCH nC516YG �� 1 4' m MA1CH IXISTNCj 1 •� Z LA La "un _ Q I OLYMPIC PIPELINE ,ti][Nt41 to (14"RENTON-PORTLAND) yAlp,fp^LC 1= FAI N Q MATC CURB RAMP PER (n DETAIL C,SHEET 3 n MAIM MATCH ,A4R• '%�S,y \ .� w CURB_ 7 / F L%--tti 44iING ,CURB RAMP PER p.y, - •^ DETAIL B,SHEET'JY w1p1 Ctl51YA0 -- MATCH LINE STA. 0+75 SEE SHEET 26 7nerxT elEu "a' Avu '�""' .d.c s•.1v CilyofKen[ GRADING PLAN 24 or 33 {=•. PoWir Works fhpannlrnt WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS NO REVI5IG\ GATE ti./ K6HT Enghiccring Divim" STA 220+77 TO 222+83 GY wmrr -xJs.91w E+e.•v A•e',Lw1•as -raM w a.1w. SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. I 1n1 rs9nrw rAla _ r �yLli MATM CaN"19M v i � �• �- -------- ---- 0.� kV w�cH msn c — 1 wja n9ctglp� _ ■�, + C..t.pon Apree,nent No GCC 1011 S A9TT6 WWWM{---I�MT%kc W10is ,&tl AN A- U) 37 1 1 E%-1../ MATCH EXMnNG SR 516 (WILLIS ST) MATCH IX1 NG Ia umnic La I 1n I M I � usapp I 7u99m 04 raQrS YAIOf C0'191C N \IX-ag OB F 6< MATCH E%IGTNG I to I •-� MATCH EASING MATCH E STNG - U r Q u�i aT,TI V � � `�• ra wsnNG I U 1 5 \MATpI SE]0s11Nc I� a I O 7�1gI24 °- +9±+ � aL1a CityofKent GRADING PLAN okk n a 1^. Public Works Deprrtmcm WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS " EngineeEingDivision STA 222+83 TO END 46 r C f.y YJ•TC1a.Art-•*-+ •. .... .ali%:iti p1-4=rqr.,,[mMws�R i .I��og II I s .F4 Ln 74TH mAVE cn zx s n m m d N \ I CA> Z y Z J 1 INTERURBAN TRAIL , r; � F F C N i N i A m 0 3oa Daa m 3 3 z N o n _ d r�i SEE SHEET 28 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. — I �r'u acs we MATCH LINE STD 12+63 iwo5A. loam ¢m o" \ ,cpup } a \\ ra i s TOP \ 10]2 U-... OVUM PIPELINE } 1 \\ Imp" MATCH Ew511NG\ I<a�REIRON-POF,SANOJ 1 } � \\\ 102" D:99 \ ; ,Q GE }. ,Q7l1.1 Il r,rw.,•o• Shttt2T olA1 100}] \ •\' I } 1 J Conshu w.Ag—W.WC 1011 JA 9M 7OE \\ Y... \\ 7EJd9 l } Wflfi-&e( n limo o—11 ,p>se ,a7u J1 a r TM µme\ Y \� 10261 ,RSS] •••. l ul 'gym \ 10319 ,oErV a Ttow 4-4w ,eue 7♦t#3 _ ry am uw10 TZ 5lam �Sl R 5'N ILM "YIN Drmc /MATCH P.Cii` _• _ - - - ` _ .• A 1• A. =e---a—�y�-�T�v wso�pestwa ' .D kY+-� � .•1 '— � y �S pp.n LJ '1'•' ra..xi7 MATCH L0LS7MG 7 _ _ _ _ "%.13057m dgg R• W p R.`.•.•.•. \ ft T FG 'C' r MA + 5 SEE SHEET 24 ""° Aw "?""° 7•.�y City ofKenl GRADING PLAN `a' A"" , ' - �Public Works Deparur,rn, NADEN AVE WILLIS STREET IMPROVEMENTS Harz _ -•r KENT Engineering bivision STA 10+75 TO 12+63 w-• L 1]]f Y,Sx au,•�� •.0�`r.. .nV=-", • .. .._•,C,ew<e•.N; 0 J.w SW 1/4, SEC. 24, T 22 N, R 4 E. W.M. ExNCit"IY' Stleet 78 o/fit tiR 1671L(1O.1A196MdNa(1CC 101t ]A 9T/6 \1 1 %16allilB(MP,fiNO.TI) 1 WillisMatleM4lh Ave Improvements �V 1 ruE rtc %5 •1 1=4 IONS 1 5T Iwla TOP DO MATCH INS STA 12+fi3 SEE SHEET 27 u i� �I+aka CityofKent GRADING PLAN oR y3 "'"" .a?µ •""`'=n_ �._ "�" ,map„a. Public Works Department NADEN AVE WIWS STREET IMPROVEMENTS NO. BENISON or onrE " -` KEl'[T Engineering Division STA 12+63 TO END Y�V vc.n r.. •Y=+-•.tAS I.,r l,• �p,Y IN .'�kvrv-•+�t••.l+••..I�r • ] N SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. JA 9776 4}xbn'Y an.e.a.rii Construction Agreement No OCC 1011 SR 167M16(MR 196L TT) NIRIMM`Y mAH 9np,fw1A91111 A d v Z \\ 1Doos 10001' d 6.43 10003 'T9C St 1DO27 1C032 ! \ sw 35 rn Aim Sw TBC y1r \ -- d 9 --- 4aes 1 \� 1 e 00 a 07 100 1 ° A •yy L a \ ION2 o-. 10006r. C GO` 78 10046 .� IOOOT 4] 66_ �T 100T5 _ y10D31 Ian Q U d SW d O TBC S 6 .71 4 Ipryyy Rgt>Y. 5w 1 M1 l obmr?)4 'a ec $w sx6-92 n 76 c RdC d a c. P 4 LANDING ,A 1 ;15soozcIW4o.ws _ 10044 iE.11 y� sA 1GQQ4 d TDC � a`a ry Q a o o ISLAND R 24 OR 6 46, r d 6, 1002 a 00 11w c o c p 2-1 TM ""9E4 l ipr rIX,YWPIC PIPELINE (14"RENTON—PORTLAND) gr WILLIS ST (SR 516) A WILLIS ST (SR 516) & NADEN AVE 1 B SCALE 1'-5' LEGEND THE CITY VA L I FIN 47A GRADE NOTE SHE CITY N9LL FORTPROVIDE FINISH GRADE CONSTRUCTION STAKING ONLY FOR THE POINTS LABELED 1!� ALL CtW8 RAMP PAY LIMITS OTHER CURB RAMP LAYOUT AND CURB RAMP CONSTRUCTION STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR. �ri61L� NUA °'• ""� " ..e }"e CityofKem CURB RAMP GRADING DETAILS 29 of 33 _ruA a N/A ,Public Works pc;rurinlen' INTERSECTION — WIWS ST (SR 516) 8t WIWS STREET IMPROVEMENTS Engineering Division NADEN AVE .,a. .w, -, •-,..-..o .-. •.gym „_. e_92 nr lrr :-r6 Exhidt"D" sheet 90 or41 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. coy t—tio Agreement Nu ccc loll JA 9776 SR 167/616IMP 19—77) W IlisM.d,,R4th Ave Improvements i S 14'RENTON-PORTLAND PIPELINE a 0053 (DID ¢ TB46. 100fi4 C �no�ooc7 DD A 1805E E4 vCGQU d Q" RAVP 1. •' y \ 100s1 Q1 I _ft ' 7�a 1� s%op6p 10047 � 4&49 11 TBC V '4&0 40.09 ' TBC P sw SN Qj a 4 - .............._..— 0 6c ma RAMP= LANKmc Qc•� TBc Gq 4d DT J3 sW ` !•�a � 7..AS p•"� 19wL'� a[a1 Rmm En 5� 1 sec ` 4 10069 � / 45 1 G04B .14 �� ¢ C C 4 6 Q dip l�(YSW .� 12.Z• 13.5 SW F C ! TDC 4 6 _� 4 4 g WILLIS ST (SR 51:6) & 74TH AVE S c WILLIS ST (SR 516) & 74TH AVE S u 1 B 9'.A.fE 1-0 1HE CITY WILL.PROVIDE FrCSH WAM CONSTRUCTION STAKING OHLY FOR TIME PORHIS LAE0,1ED VATH 10 .ALL OTI ER CUM RAMP LAYOUT AND CIM RAIIP CONSTRUCTION STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR- .� . T�I�h Arit City of Kent CURB RAMP GRADING DETAILS RnL AAA �TL NA _ Public Works Dapartman INTERSECTION — WILLIS ST (SR 516) & WILLIS STREET IMPROVEMENTS NT Engincaling Division 74TH AVE S ..+v- SW;/4. SEC. 24. T 22 N, R 4 E. W.M. 7 g NOTES: I \\ { 03 \ } g 1. SEE SHEET 32 FOR STORM DRAIN PROFILES. n.•.. ` P \ \ I J 2 o I STATIONS AND OFFSETS SHOWN ON PLAN PER ALIGNMENT PLAN SHEET 15- 3, SEE KENT STANDARD PLANS 3-22,6-64,AND 6-66 FOR TYPICAL STORM DRAIN PIPE TRENCH SECTIONS. / \ I ¢�1 1 4. STATION AND OFFSET VALUES FOR STORM STRUCTURES } ARE TO THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. 1 ' 1 5. TYPE I CATCH BASINS PER CITY OF KENT STANDARD PLAN 5-1. _ W 4 qqyy I� �j -�•T- I E.hi00"C" Sh-31 of 41 • Q _ _ c ' Ce..1,.dion Agreement N.CCC 1011 JA 9"S SR 1671616 IMP 19 6]/477) I W S Wiliil/N. n4lhA..lmpm.em- 1 Op ±�Z •P - •j I 4 } 4m 41213 CB In r1PE SSSO R/.W Il 61 • a • ��' CB y5 TYPE02 P e •.• • •S i••I `� I` - - _ - 025 4-ON Q :t' 32 � € Yam• r` - 1 LIM p3 nPE 1 4080 4120 E 1 M2 TYPE T ITYP 4080 4120 WILLIS ST (SR 516) 412p g SS EXISTING OLYMPIC PIPELINE { i (14`RENTON-PORTLAND) 221 too I i - mom City of Ktnl - " Aublk Works 0CpRf1111ew STORM PLAN WIWS STREET IMPROVEMENTS 31 a`33 U Gn _ r a a e �'-�+'10ElIT Enninwing Division 14 _ aeyr-VJ-w 9 6�� ...�.,..r -, - ...-c 91r•,Hv'93.dnY.Tr�J� 50 ' I I 4 I so so 50 rr�ROWSED GRADE O OF PIPE GRADE O rE L.PIPE E00STING GROVND P CE C1P PIP( I SELDD I _ _ GR GWYND O 9F P09 45 45 45 — 45 �' f 39CF i2`FM,P 0.7BS ]6 LF 12�LIP 1.43R- I.F�1�QI O - 40,IF III$ QI O L.22R 1 Y a5}F 1 DI•5-22£ I 40 40 40 - i61=46.41 40 -17, I =43.47 KIM I i�1..43.�4 A i j I IE-4].4�12 - I 1 1E `.3Z 1i I �I ST 10+ -1 DL -- I 1 43.a 1j NW �'iLfC OLyk C 4" 35 I — 35 35 I j 35 (R)STORM PROFILE 01 ox STORM PROFILE 02 31 �:,•.lu R , _a5'[�f 37 �"�' •1 1 .z EaM1ib¢"D" SM1eet 02 o141 C...—tiop Agreement Np OCC 1011 JA 9775 SR 1671516(MP 19 629 77) Willis —4 ,tth Ave Improvements 50 50 GRADE O CE Of SWA:[ I 1 EXIS G GBOUND O OF S1rN.E I a r6a f](1511NG SWALE 45 45 1 — ._ 4i!!F — - - I......_ .— .sth'gym.e - —BOTTOM b`SWALE 00.007. 1 to r- 40 - . _ -.. 1 i. 40 i 11 1 1 � I y5 35 03 STORM PROFILE 03 31 SCAM: 1-=10'(H),1'=2.5'(V) aw" , x y- AIIN Nr 13-]Gjj L1•.10' City of Kent 32 or 33 1'=z5' Public Works 7� Depxtmvps STORM PROFILES WILLIS STREET IMPROVEMENTS _ 1 a, ^ 'I Engineering UiviSi!tia 'n b, . mil••- .1:s>n1 0��4-.�t-i..1y al 71a•,j3-J,:.`0!.+-�:qmn f4aWt¢nl+ 1C,1�.�Y Elhilft"" Sheet 93041 Conzl—ian Agreement No DCD 1011 JA 9771 SR 1671616(MP 19.6T/0.77) W,11i,M.d,,7Mh Ave Improve M END RuAbm� 60 � _!I lEDANir.,,1y40-v .NMMi P+SS-7nRGJG1 � � aTA'11;:iSCt.� ._ •C,.Zt .—FG o llA::�e a:5fl.!•L ..... _�... 50 � _ -$1 a�h31 •,i _.._.—!,. .. SrA i0rsa.Ta� ... ........ 40 —.EG n ADEN 6+SEL'4:E 1 CO 10+20 1DM0 10+60 10+80 11+00 11+20 11+40 11+50 NADEN AVENUE r -10 H.vl 4 ,p6�Zy OR1'A A9W vea c'1pr- City of KCnl 33 OF 33 _ .1a Public Works Deynmeni NADEN AVENUE PROFILE WILLIS STREET IMPROVEMENTS D.1E o..u�ua• _ [C@H.T E7lginogring DIVISIOD °L N° nn+m - '•WX*:a• ^•••.s u=s �iF-XJ. 1A'—11,r.�I Iev LEGEND EXISTING PROPOSED SIGN LEGEND SIGNAL DISPLAYS ALL VEHICLE DISPLAY HEADS SHALL VEHICLE SIGNAL HEAD 51 1 BE STABILIZED POLVCARBONATE PLASTIC oEDEFTRIW&IGNALHII,fp . . R R 2 HAVE VISORSF.T BLACK INSIDE I DARK GREEN OUTSIDE PEDESTRIAN PUSH BUTTON - i M 3. USE ALUMINUM LOUVERED RACKPIATES BACKPLATES DISPLAY SHALL INCLUDE A 1"WIDE RETRO-REFLECTIVE STRIP IN TRAFFIC PREEMPTION ERCTOR - TYPE Q 8� ACCORDANCE WITH STANDARD SPECIFICATION 9-29.16. TRAFFIC CONTROLLER CABINET O 84 SERVICE CABINET � �- -_ Q USE 1T'LEO TYPE DISPLAYS KENT STD.PUN fi-BS __ 5. SEE CT'OF KENT SPECIFICATIONS FOR SIGNAL HEAD TRAFFIC SIGNAL POLE I POST �;�� DISPUYS 36•x 114• DISPUY 46,4],16,- JUNCTIONBO%(TYPE 1,2,&8) -m NOS 41,42,63,61,82 ]1 21,22,61,62 NUMBERS 68,69,08,B9 52 - ALL PEDESTRIAN DISPLAY HEADS SHALL BE COUNTDOWN TYPE OVERHEAD SIGN 4.. i-L WITH Z-CRATE VISORS IN ACCORDANCE WITH STANDARD _ } - SIGNAL DISPLAY MOUNTINGS SPECIFICATION 9-2920. BLANKOUT SIGN I.Lh,: S v"110Aopon }T510 J-TS]11 CONDUIT =..ti Imo_ ! ` Aver\V �.+ yip rypE C B 15 K L SPAN WIRE -- �� l+- ` 46,4] 48,49,6S 69 61 21,22,41,42 E •p Sheet 04 oI41 I! rr Y F Gon 67MI6( R196 eM No.00C 1G11 JA 9T)6 LUMINAIRE FrL _ DISPLAY NUMBERS �� fi1,62,]1,81 SR tsi/616(MP 1962/411) STRAIN POLE ,,. KENTSTO PLANS nWNlgw•�4h AYelrnprre4nr4�/e 36^x1u- INDUCnON LOOP •- Q CONSTRUCTION NOTE O# POLE NOTE O 516. LUMINAIRE SCHEDULE FOR CONTACTOR CABINET @ STA 221i234,923'LT.CABINETk WIRE NOTE p lUM J�CIRCUIT STATION TYPE-DISTRIBUTION IES DESIGN FILE POLE POLE TYPE COMMENTS KENT STD PLAN 6.65 NO. O (OFFSET) ) -WATT HEIGHT . COBRAHEAD-R3 SIGNALPOLE 14B e'LT) BO LED ATBM P10 MVOLT R34K NL P] 40' TYPE III ® b INT% m'164 COBRAHEAD-R3 ATW6YIowAxTRD4C1;Pr 40' LIGHT (57.1'LT) I BD LED STANDARD i1•-LT COB 80 LEA6R3 LIGHT 6 INT% ATBM P10 MVOLT R34K NL P7 40' (31 6'LT1 BO LEO STANDARD 0,fi2 B COBRAHEAD-R3 i INTX ATBM PIO MVOLT R34K NL P] Q. LIGHT (431'RTI 0a LED STANDARD ONLY R- 30•x 30" se BREAKER SCHEDULE NO. LOCATION:SR516WESTOFNADENAVE 240 VOLTS 1PHASE 3WIRE T SERVICE:LIGHTS AND SIGNAL 150 AMP MAIN BREAKER f� LOAD DESCRIPTION WAKVA LOAD DESCRIPTION NO. ONLY 1 SIPIA4-sn S,6614THA1¢S 22 1s30 LIGHTING INTERSECTION 2 3 FUTURE TRAIL LIGHTING 19 N_0 20 LIGHTING SPARE 4 46"x30• 5 LIGHTING SPARE 30 20 1.8 GFCI 6 S6 ] SPARE 161 REMARKS: PEAK LOAD: 4BKVA 413AMPS g NO BUSSWORK SHALL BE RATED AT 200 AMP MINIMUM CANTINUOUS LOAD: 30KVA 215AMPS RIGHT TURN ON RED R10-11z(MOD) 3 4B' BLANKOUTSIGN 1G'a4:YR'NA9lE AAFA SIGN NOTES: RH ^ 1.FOR SIGN FABRICATION AND INSTALLATION REQUIREMENTS, SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS T AND PROJECT SPECIFICATIONS RLT!luliJlONa:NIn 2 FOR MAST ARM MOUNTED STREET NAME SIGNS,SEE CITY + � $OIYfIOns DP'aNi Si AND IRAmL y IOUL� ��xmrro w.�xwuP p _ _ _xo xulemnxl•«»w� fiuexw� nus__ `"`°`� a,,,,,e o�wA_ City of Kent F-E., SG01 1i°''wt m""""'�.^" Public Works176implt SIGNAL LEGENDS AND SCHEDULES 74TH AVE S & WILLIS STREET (SR 516) M� — - — TRAFFIC SIGNAL DESIGN — PO#170364 Nls �,.,wA wow..a,No R-S— 9v DATE "" `" ��r.x�xe�R °"' - KPNT Engineering Division SG WIRING SCHEDULE SIGNAL POLE NOTES: VEH E.V. PIED LED TEMP $ARE. O CONSTRUCTFOUNDATION PERMOTSTD.PLAN J-26.10.PROVIDEAND INSTALL SIGNAL POLE TYPE IIWUH 50-FTMASTARM.INSTALL(2)TWO VEHICLE SIGNALHEADS,(2) CONDUIT LOOP PPB SIGNAL 1LLUM POWER PULL TRACE AMIAL ALLOW ALLOW TWO EMERGENCY VEHICLE DETECTORS,(1)ONE LANE CONTROL SIGN,(1)ONE BLANKOUT SIGN,AND STREET NAME SIGN ON MAST ARM.INSTALL(1)ONE BUILT IN TERMINAL DET DET HEAD BLANKOUT VIDEO N8 NOTES CABINET ON POLE. SIZERYPE 014 2CS 20C Me 2/0 STRING WIRE FILL, FILL 26% FILL 40% NO. 2CS 3C5 5C 6C CABLE GND O2 CONSTRUCT FOUNDATION PER MOT STD.PLAN J-26.10.PROVIDE AND KSTAM"SrA"POLE TYPE IB WT11`95-rt MA.STA W.WCM,Ig.F'T LIAMIA'RE ARM AND FIXIURE t wII*iT 1 1a PER LUMINAIRE SCHEDULE.INSTALL(5)FIVE VEHICLE SIGNAL HEADS,(1)ONE EMERGENCY VEHICLE DETECTOR,(2)IM O:AWW7$03m.AND"TREE-MAW W1 OU IIIINe ON AM MASTARM INSTALL(4)ONE LANE CONTROL SIGN,AND(1)ONE BUILT IN TERMINAL CABINET ON POLE S'PVC 6Glq / O Opt�i ['t♦�MI♦GI�TpA/pF-R MM SM.pyNtJd6.l0.P OVIE N17 INWALS SIGNAL PpF roe 11 WITH QM MW ARIA.INSTALL(2)TWO VEHICLE SIGNAL HEADS,(1) Y Pvc SGHm Yi 9/ O1IEEMERGECY VEMLI.E GETELTOR(1)ONE LAW 00N`riX99W..ANOSIRLET NAME BIGH DN VAST A0.1l B{51N.L(1)VEHICLE SIGNAL HEAD.(1)ONE PEDESTRIAN ] rWt a i!i Oi SY�[VAL HEAD.III ORE APS PU9 1ITMASSOWYPf,R1P(rlIC14TION5,AND(1)ONE BUILT 01 TEPOAN CAWWtDN00ur- 4 rPorc C9H q� i CONSTRUCT FOUNDATION PER MOT STD PLAN J-2110 PROVIDE AND INSTALL SIGNAL POLE TYPE PS INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APS PUSH T rAveF ]m Y4i BUTTONASSEMBLY PER SPECIFICATIONS. i rl rc 0 ] 017041 O CONSTRUCT FOUNDATION PER CITY OF KENT STD.PLAN 6d93 PROVIDE AND INSTALL LIGHT STANDARD WITH B-FT MAST ARM PER CITY OF KENT STD.PLAN 6-B6 SEE SGO1 i 1# li FOR LUMINAIRE SCHEDULE. N rRec Cee 4i ] ] t in '1 Ofi CONSTRUCT FOUNDATION PER CITY OF KENT STD PLAN 6J93 PROVIDE AND INSTALL LIGHT STANDARD WITH B-FT MAST ARM PER CITY OF KENT STD.PLAN M6 SEE SGO1 rWC1CI1p 1 ] Op 1M. FOR LUMINAIRE SCHEDULE. 1 rrVC 9plb ] 1y an II 1 O CONSTRUCT FOUNDATION PER CITY OF KENT STO PLAN 6d93 PROVIDE AND INSTALL LIGHT STANDARD WITH 16-FT MAST ARM PER CITY OF KENT STD PLAN 6E6 SEE SG01 FOR LUMINAIRE SCHEDULE. 13 rF-- -tl- -- ; 1a NffiR O CONSTRUCT FOUNDATION PER MOT STD.PLAN 120.1I-PROVIDE AND INSTALL SIGNAL POLE TYPE PS-INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APS PUSH BUTTON ASSEMBLY PER SPECIFICATIONS. T Pvc 6CH M1 2 ] 1 i t 10 17A 11 YFIC FlI tq leAAE O8 CONSTRUCT FOUNDATION PER MOT STD.PLAN J-2110 PROVIDE AND INSTALL SIGNAL POLE TYPE PS INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ME An PUSH 1% BUTTON ASSEMBLY PER SPECIFICATIONS. R as 16 BUTTONCONSTRASSEMBLY PER SPECIFICATIONS. WDOT STD.PLAN J-21.10 PROVIDE AND INSTALL SIGNAL POLE TYPE PS INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(D ONE APS PUSH BUTTON ASSEMBLY PER SPECIFlCATIONS. 1} rFM Mal i0 1 ] EXIsnNG 3' ] 3L ]IR 11 CONSTRUCT FOUNDATION PER MOT STD.PLAN J-21 10 PROVIDE AND INSTALL SIGNAL POLE TYPE PS INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APB PUSH rlhC[G! R0�t1i.IlU�gl6 BUTTON ASSEMBLY PER SPECIFICATIONS. 20 Pvc scH fin 3 ATI M 12 CONSTRUCT FOUNDATION PER MOT STD.PLAN.F20.11.PROVIDE AND INSTALL SIGNAL POLE TYPE PS.INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APB PUSH T ( rsw N pw m ATE WAUPJI BUTTON ASSEMBLY PER SPECIFICATIONS.PUSHBUTTON SHALL HAVE ARROWS POINTING IN EACH DIRECTION. TXISTINGY ] ] tw i4g z3 vISTW6a 9 ] T 515 CONSTRUCTION NOTES: M rAVG Mile 1 1N1✓•B TMgt. INSTALL 6-FOOT DIAMETER INDUCTION LOOP PER CRY OF KENT STO PLANS 6-%,6-%,AND 6-100,INSTALL 2"STIIBOLITS PER CITY OF KENT STD PLAN 6-99. rre ev�.� Ay eJi 14 EXTEND CONDUIT INTO EXISTING JUNCTION BOX. EeBidl"D" St—i 35 o141 n rwe Lap L ] oi9 'IM 10001i1G L>]tllC�gPl+if�1 L' .A47a Kfe MLN! 15 INTERCEPT EXISTING CONDUIT AND EXTEND TO PROPOSED JUNCTION BOX SR 16 u161 Agreement NO GCC t011 JA 9TT6 SR 1fiT516(MP 19.W/I.T7) 16 PROTECT AND MAINTAIN EXISTING STREET LIGHT YWMLAM6TNi4tNAwVpeAynN 1T DIRECTIONAL BORING PER WSDOT STD-SPECIFICATION 620.3(5)E4. 1B STA MIn 4,923'LT,CONSTRUCT FOUNDATION AND INSTALL 150 AMP SERVICE CABINET PER CRY OF KENT STD PLAN E-% 19 COORDINATE WITHE PUGET SOUND ENERGY(PSE)FOR SERVICE CABINET POWER CONNECTION CJ REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX 21 WSTALL TYPE R1 W INDUCTION LOOP,PER WSDOT STD PLlN4 JS As INSTALL T STUSOUT PER CITY OF KENT STD PLAN 6-99 OINSTALL(2)TWO TEMPORARY VIDEO DETECTION CAMERAS FOR NS AND WB VEHICLE MOVEMENTS ON EXISTING WOOD UTILITY POLE CAMERAS MUST BE INSTALLED PRIOR TO DEMO OF EXISTING LOOPS AND REMAIN IN OPERATION UNTIL TRAFFIC SIGNAL TURN ON 23 INSTALL STREET NAME SIGN ON STREET LIGHT POLE PER CITY OF KENT STD.PLAN 6-85 S. F. I B8 y iC�M� �=TlOrSpW fGUOlI SDlYT1006 i {$ JGGir rrr�a�Ye•• Ndu O]sw�q cr n4mi T NA _ ^ City ofKcot 74TH AVE S & WILLIS STREET (SR 516) SG02 , wr= Public Works l7eps[RgnN SIGNAL NOTES AND WIRING SCHEDULE= X — TRAFFIC SIGNAL DESIGN — PO#170364 nw ,y spy MAC _ k"fi Engineering Division n:6slsa EMERGENCY VEHICLE EXISTING SIGNAL SHALLREMAINOPERATIONAL JUNCTION BOX SCHEDULE PHASE DIAGRAM UNTIL ALL NEW CONDUCTORS ARE READY TO BE 1 PREEEMPTIONSCHEDULE PULLED THROUGHE%ISTIN)RSARECONDUITS ADY �I I H ,I STATION OFFSET TYPE CONDUIT FILL ELEV. SR167 ]4THAVES CONNECTED TO EXISTING SIGNAL CONTROLLER. li I 1 uyP,EL PHASE 26W 90T[i It ! .6a [VPA = ] 1 NOT NOT I ' 3l1R{.3 1{!Li • m 4181 01 T USED USED EW-e lyr- m-,rf arlR • fi 41,v + eYhS { �- •,ill { .'Ni�a1• KFt• ] • M.e! eV►A B ,.� .i.',..yYylll', k}i fe t31 .1 i[.YIT 3 a aYl NOT I j }}I-• - : l •.Ayl _::4�• 53 1 Ill Ll l USED rI •� 53 23 6 { {�j pD mly p.3Mr s ;..1 1'• �j '•L' [�•]fJ M!'IR i aY0 NOT NOT . 4 - it Z �'.• .F 'i ` 6 >4HI-]sa if�ilF • ■ CA �i (YI USED USED 07 artT • 1 - - soErA>Le I :,.600 3.,�T 1 , 63 �6 3 0 {1,_ •1 Y �K3 aati = G4 PED -rM1-� P OLC o le Z + �],.p•A 13pN NI • wa GB G4 FYA_ G1.0B SEE DETAIL i91 •�•1 ]JO�i 1YTR 3 • kM OLA (D� 11 N je 11 ✓�T !' d u Y '1 I I ; ( lTailo[,vsar,WS lottlrtblpz,Ru[nAL'I • �PROTECTED NOVEMENi MI PERSSIVE MOVEMENT l _+, 8 rn!®6i1WN eOYBIFIT i g — 5 r .IN4.WAW4ff l,tOG9N: PHASE G7 SHALL BE LEADING S, vw �r ,r Y,. M1, - -- 421 E%.622_ (j� a lz yy 16 V��I � � I � Y �i � Ex 423'� aj R 13 yyyy Ex.an=: ,a R—� •sai u•. r IA l a'an �••SR 616(WILLIS ST) V - EX.a1z( i E �• EX 413(= EX.PH i-e gSg1 1 A -is ifiS■ A' r 1 S3 ICI` ' i _ EilYC11-Cr Sh-36o141 C-sk...l Agreement Na GCC 1011 .IA ms SR 16T1S16(MP 19621477) �+•+.eaL=w�..... _ J •_ "+ L� . i,-• c - _ + _ w�nU:m,ae�nam Aye ImP�w•m<�I: Q� IY i ! — _ -`ram' —NIA •�� J' 4_---___-__-_ Ex PH �.i• I �• ey1j( 1` , / 0 11 r 1 •1_1 J `� 1 ffi 1!1 la l[ GENERAL NOTES: � 15 e � ,e!lOnS OlLO(iOn$OfI1f10N6 ] 1 SEESHEET SGOt FORLEGENDS AND GCHEOl1LE5, 2. SEE SHEET SG02 FOR SIGNAL NOTES AND WIRING SCHEDULE. DETAIL S DETAIL' Iasslaw'� DW er. sCPiE. t sCALE.t a City of Kent SG03 74TH - � _ P&JO Works Department SIGNAL PLAN w aysD. v a1n: '^"'"a TtT Engineering Division TRAF AVE S & WILLIS STREET (SR 516)FIC SIGNAL DESIGN — PO#170364 FaENo n NOTES: LEGEND: O 1'-0'MIN.TO 2'-6"MAX. O FOR POSTMOUNTEDSIGNS CL OMOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART a VEHICLE DISPLAY FROM POLE CENTERLINE THERESHALL BE2'-0"MIN.FROM G FOR ttPENMOUNTB ONLY,DRILL I"DIA.HOLE IN MAST ARM ANOIrvSTALL h MAST ARM MTO.SIGN TO SIGN EDGE THEFACEOFTHECURBORTHE J I PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE I STREET NAME SIGN EDGE OF THE SHOULDER tl PRE-EMPT DETECTOR TO THE EDGE OF THE SIGN O2 FIELD INSTALLED SIGN SIZES SHALL NOT EXCEED THE MAXIMUM a POST MTD-SIGN 1 YASisSuSTpJ)H9WE: f LUMINAIRE O 0 g PEDESTRUW DISPLAY 4 � h TERMINALCABINET 7 rrt;J 6T'3M fE10•R MA0141 i. APS PPE / r2~ 1Q 1 G SO Fi 14fA ]aT aO.FT. )- HANDHOLE pl If t 30 PT $M AD W.M, v /? N3L 3A FT iSA fl4 R. ffi m LUMINAIRE MAST ARM STANDARD ETANM00 PLAN RFj/ S IN 6AS XVZ(ff3) TYPE POLE TIOU g�T�,K E 1 f MAETARM XYZ(0) 41R1/ C p10 li LENGTH FU(ED J-20.10 J-20.10 J-20.10 - - --_ - , 4 6: _ 19 S MEASURE ATTACHMENT POINT ANGLES CLOCKWISE-- B' 264 J-20.15 J-20-15 J-20A5 - _ E E u FROM POLE ORIENTATION LINE(Et LOCATION 1Q y1L PS J-20.16 J-21.10 J-2020 POINT)TO THE ATTACHMENT POINT LOCATION 12' 396 a E2 RE, as 2 1 111.15 J-2110 J-2120 SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY fe tfi' 5- Rmad.ILSD NIA � WA NIA M . WX �F OR F NOTE: FRnmsrov LwE' �t ALL 40 lB, I so' q2�'B TYPEEMOUNTSSHALL BEUSEDFORPEDESTRMDISPLAYSONTYPE II OR III 3 SECTION 12" 16s' ITS19 2' .SIGNAL STANDARDS,WITH THE FOLLOWING EXCEPTION:PEDESTRIAN 5SECTION CLUSTER 12- Al DISPLAYS MOUNTED ON OCTAGONAL IS SIDED)SIGNAL STANDARDSATAN4 SECTION 1T 165' 17.0' 10.0' 19.7' N 4 1l ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE AMOUNT 40. > ATTACHMENT POINT FOR TWO PEDESTRIAN DISPLAYS,ORA TYPE B MOUNT FOR A SINGLE SSECTION I2" 16S' 17.0' 1]S' 105' 196 PEDESTRIAN DISPLAY b 7 .lor T 61 l tnOTTnY OF 14iAa ii%19fY1 T17 FIaAwrATELEVATION6; 0 wALL HANDHOLES AT TOP OF. IS T1�lY� FROM E1 i 9 1� POLE ORIENTATION Llk� ET ANCHOR BOLT PLATE CURB OR EDGE OF 9FIDlkLER h (El ATTACHMENT POINT) 0 iO 1 y� I II` I j t 1 � ROADTWY PO LE ORIENTATION ANGLE IP.DA) €�J- 6p L II t LIMITS 0&VERTICAL CLEARINCIE DEGREES CLOCKWISE"MU - 0 FSET LINE TO POLE ORIENTATION LOZAT*m STArm LINE(EI ATTACHMENT POINT) O DMS OR SIT NOT TYPE S ANDA OS 3'-ITMIK v F IXWC-Mw fppM FACE OF CURB OR EDGE OF SHOULDER; O 3'-6"MEASURF FROM ALLOWED ON THESE POLES. SIGNAL STANDARD 3'-B'IMI fR 6QNOF G,ND Ac SIDEWALK SURFACE TO TYPE PPB TYPE PS TYPE 4'-0"Lila fgDM CONC 6'rPo9F1l TIOE2(MEASUREO FROM APONT WHERE THE POLE ORIENTATION AND ATTACHMENT POINT DETAIL CENTER OF PEDESTRIAN PPB POST PED.HEAD VEHICLE HEAD BARRIER 616E MEETS THE SHOULDER SURFACE (TOE)MEASUREMENTTN(EN PUSHBUTTON STANDARD STANDARD FROM TRAFFIC SIDEDFBARRIER:TOFACEOFPOLEI SIGNAL STANDARD DETAIL CHART SIGN&YAST A91Y DATA L 7JYr fYAl� POLE ATTACHMENT POINT ANGLES tl lL6L +T FIELD LOCATION TYPE EEIW FTI (ep-) FOiFLGATI[MI MlPllp RYD ATTAE�IT Mlt6} wit"I Am"IFT mm r Apply �F) ALIWIATLI ALSEN�MAIIx 61'ATM OFMT L7 Iun'.f JLl Al H 52 ay ai of a. or Ri m ma al5 R1 Mimi"l 06 1 W aT ea 14 1"0'all c •r A m it Ol OQ N� f�l '1 rRI1_ Ilia. T RO, rim. l 10-0 728 X *46,79 S' 1 180 49.5 1"35-5 Ua-5 315 10 92 92 63 j 12.0 105 1525.5 0 IS 180 1900 1000 ise 10'-0"low t 221+116 01 X x41.79 352' P 110 40 50 4ps!"N 22 145 6 92 W U 120 12D 285 16 163D2 0 352 lob 1900 1000 1"10,0' 1" 1 222.380 509 X *4640 0' 0 180 WE Zfi 33 0p5 10 92 9.2 10 B83 11984 0 E 215 270 _ 180 270 1350 1000 tt'-0" WO 1'd O 272+376 57.5_ X a4665 PS !8{ 5� 222.164 57-1 X +4646Y 0' LT STD 40 16 a? t^e/ 10.76.B 316 X *4636 5' LT STD 40 16 a V 6.62B 431 X *4465 0" LT STD � 16 Exhibit"D" Sheet 37 of 41 — Cpnshuctm A6reement N.00C1011 JA 9775 p. 0.60.0 409 X 44.BB PS SR 16r1516IMP 1962/lTr) tl WillizMatleM41M1 Ave ImprovemenC 1 0.598 426 X -4632 PS 10.67.9 466 X *4657 PS 367 X *4627 pS `1 10.448 24 X 4fi.32 PS •••• a t TOP OF FOUNDATION IS 0.1-BELOW FINISED GRADE FIELD VERIFY : CALCULATED POLE XYZ(FT')IS THE SUM OF THE TOTAL XVZ(FT)FOR a ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS THE SIGNAL ARM AND THE xl'Z(FT')FOR THE LUMINAIRE ARM(IF PRESENT) a I �n9�� Tr6nspor[atian Solutions 441M tYIM/alww� ��MlalneF .Ms City Of Ken[ 'n1e1 SG04 Public Works DV— SIGNAL POLE DETAIL PLAN 74TH AVE S & WILLIS STREET (SR 516) w 11eanzl Ifr pArE KEi�IT Engineering Division TRAFFIC SIGNAL DESIGN - PO#170364 TO rips ill ■ hO+sL HF IOM 610Ks41tfA04 11— R SERVICE O R NO 1 p 1 G ]CJN D 0 TURN j ■ 6 ,Ij • w ■ w 9M REO 1 w a I A LT STD OO 9++ Pmttwu wa 1 w Np nnr a1 R 1 ) ExhiWt'IT' She W.r]t TO a p C 1 ■1[ 6L I C on6Vuctbn Agreement No.WC 1011 JA 9776 CoNTROO LLER 11k{r�7 N v I O 11F 1 SR16T/616(MP19.UATT) tt-zc6H axsN TIDE■J6 =�"` •r y li 1 .O _ I WillialNaAeM�N Ave Improvements i-t Pit lsXt ■J■ 'AIl1L O E.v.P- Eve-c i H 1w1[ 'sic aalc I rl I D w .wlwAcc 1 v o■ I 1 I PS POLE '{ PP■• + 10 PS POLE xc,o-,tvn lsXi.zne (I + I y 6,n I 1nP.wtn 1qC Pm NE M r6�11t] °• tw__Jc--1 Aw. I� I TYPE II POLE j yMryzl 3 0 ' .tn'b vow LT STID O5 rwe 6 n y TTJT O2 TYPE III POLE I �FAOE as+f=o■+n ea.es9 vT a ]aer �Dc ` PI■n I 1 a *trq I�q ( 1 ar ` yj L]Cbw z-acsH,,-mc,tcC,z-t PR(sHl.z.xe II � 1 A' s+d y PS POLE 04 1 t tio9� � 12 PS POLE a a a .+� Z PED NEAR td C i e11R�6� R t1 w a Zw 1dC ■M T1 FJ)N 41 N O i K In Amaii 1 A ■ T�+SS IY�O KOsI. � G g P ■ 9 k,6611��_J 0 a rj �� y IN■�a1�E � i p +t 3 � � SR 516(WILLIS ST) wee ryr y Z� v � Y • � ' ta=w-J�y �—► � IR` �� it �tea0os w xo W L'rr^1y. o. 'a 51 PED t1FwD a TYPE II POLE 03 e•o+a,r LT STD 07 F -■ e15 ` R PFD NEAO 69 � ,■ . � ,� 91GNAa r--- -i —W peppy 13 =ACE I `TTK■J■ ■ fLl: 1s Ir NO-'—SPARES MAYBEMOVEDTOEND OF a G TERMINAL STRIPS IN POLETERMINAL me a 1 R R I i 61GNAL COMPARTMENTS,BUT NOT MANDATORY it O 1 O O 1 1 o a 1 ■ . ,kt MaNeAnw 1 � 'a ' w + A I w PS POLE PS POLE smrur. 1 -PR IsHI �611 HMO V N ■ _ ti�* rw 1 1 W 1 rnet6M4 u� --- i T1T'i■.■1 c Lia6wrf____ --J Ik� 7I�Trnns orfafion SOWDans 6 R Om wam mum M n�EX JB Imleewiv i...n.•..m. laedna Nis " I"" City of Kent °1�T SGOS TRAFFIC SIGNAL _ ti wy. °"ty:a Public Works Dep-m witl WIRING TERMINATIONS T AVE & WILLIS STREET (SR 6) TRAGNAL DESIGN - PO#170364 RensloX y I DnTe KEK'f Engineering DlVlsIOD FILE NO. pp9t.5G SIGN SCHEDULE SIGN NO STATION, LOCATION W.4cow DESCRIPTION SIZE COMMENTS OFFEST 1 219*B2.B3, WILLIS ST W23-2 NEW TRAFFIC PATTERN AHEAD 36.36 INSTALL ON WOOD POST W/ORANGE FLAGS 3]95'RT (EASTBOUND) 2 22-59, ixo-EN Av[ Ti33 NO PEDESTRIAN CROSSING(SYMBOL) 1Bx 1B - 5O 36'LT (SOUTHBOUND) R93bP(L) USE CROSSWALK(WITH LEFT ARROW) t6x12 221.26.T/. AVG R9-3 NOPEDES�RIANCR-U rv•G(aYRlnuLj 18x18 1 I 3 4452'RT (NORTHBOUND) R9-3bPIR7 USE CROSSWALK(WITH RIGHT ARROW) 18x12 I Z25+42.95, WILLIS ST INSTALL APPROX 16O FEET EAST OF DO NOT STOP 4 W23-2 NEW TRAFFIC PATFEW7 AHEM 36x36 ONTRACKSSIGN INSTALLON WOOD POST W/ 45.]]'LT (WESTBOUND) ORANGE FLAGS 11 T'■■� .'.'��.'`{, 1*]B,15, 74TH AYES -- F� f W23-2 NEW TRAFFIC PATTERN AHEAD 36x36 NBTALLON WOOD POST W/ORANGE FLAGS 54'LT (NORTHBOUND) 1 WILLIS ST Y1 .e 6R (EASTBOUND) STOP SIGN - REMOVE SIGNS AND POST W Q } NAOEN AVE >f1 ■� nQA< '7 1 T t0.B9.6T RELOCATE SIGNS ON NEW PORT 40.6]•RT ISOUTHBOUND) 'eFce9[RK.AE0616NA1 RRAILS7GH1 W • B ZZ2.69.0O, WILLIS ST DRIVER LICENSING FIE1ni7aTr WMpN NEWPi1Yf 01 595ZI-T (WESTBOUND) I-�t Z ` 9 222.9E 00, WILLIS ST KC METRO BUS STOP RELOCATE SIGN ON NEW POST �r 5952'LT (WESTBOUND) 10 WILLl WARNING PETROLEUM PIPELINE COORDINATE RELOCATION WITH AND BY UTILITY � - --"-- - - -- -� - -- - �• � tit -. " . ..I. - -- s ■ - — ■ SR 516(WILLIS ST) 4 Illllllllr __ BM1rel39 ofIC 41 " + - SR 1671516(ABreemenl Na.GGC 1011 JA 91]6 6R 1fi11616(MP 19 6]/4.]]) WIIIIs/NdBmn41M1 Ave Impr°vemenls B a1 _ = 1 � SIGN LEGEND: GENERAL NOTES: I O-NEW SIGN 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL SIGNS WITHIN THE PROEJCT LIMITS NOT NOTED ON THE PLANS jrXXR -REMOVE EXISTING SIGN 2. SEE CITY OF KENT STANDARD PLAN 682 AND 6d2A FOR SIGN INSTALLATION r NEW SIGN LOCATION INCLUDING SIGN PORT 512E,TYPE,ANCHOR,AND BASE UNLESS OTHERWISE NOTED `-EXISTING SIGN LOCATION 3. SEE CITY OF KENT STANDARD PLAN 6.83 AND 644 FOR STREET NAME SIGN INSTALLATION E i •EXISTING SIGN 4- SEE WSDOT STANDARD PLAN G-20-1010-04 FOR GROUND-MOUNTED SIGN NEW SIGN PLACEMENT,ADJUST STATION LOCATION AS NECESSARY. Cg 9RE I • 3 p r i 5. SEE WSDOTSIGN FABRICATION MANUAL,AND MUTCD 2023 FOR SIGN CODE REFERENCERENCES AND STANDARD DETAILS, 6 ALL SIGNS SHALL BE MARKED OR STAKED PRIOR TO INSTALLATION FOR �a Transportation Solutions e--- AF &BT vu cc n a �o mm e•r �I�� ivmwma�.e.x<a �asmum IEDGE(S)OF SIGNS SHALL BE 2-FROM THE FACE OF NOTED CURB UNLESS OTHERWISE ADJUST STATION LOCATION NECESSARY —1. Cityof&em '"uT sNa1 n - �*' ^4' `^"T'�" .a � "° Public Works Depmmenl SIGNING PLAN 74TH AVE S & WILLIS STREET (SR 516) N --- --- -- --- F41m�T TRAFFIC SIGNAL DESIGN — PO#170364 ;� onTe ""°`° e�w Engineering Division HL6 rvD vmsl-sN SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. 5� iRAFF1c oaati A1aq cu E,hibit•'D" sheet ao n141 HATCH LEGEND: P 1 «1 1+74. 1 a• Construction Ag--t No WC 1011 JA 9776 Be I 1 I CENTERXINE �,LONG CURB 11tAf971/El I NOTE SR 1fi]161fi(MP 19 fi1lan) ® STAMPED COLORED CONCRETE-B-DEPTH . Im ' SR 167V16 IMP 11 Ave Improvements m A F I 1. ALL SIDEWALKS RAMPS SHALL MEET BRICK PATTERN B1 TRAFFIC AMW TYPE 25R ly DOOKE YELL CURRENT ADA REQUIREMENTS TO THE rERLwe MAX MUM EXTENT FEASIBLE ® STANPED COLORED CONCRETE-B'DEPTH N +53.01 11 7 A^.Z YELLOW EDGE LINES I -- --- SQUARE PATTERN 'ONLY 1v D RIGHT-OF-WAY PLANS FOR 2. DETECTABLE WARNING SURFACES SHALL TRAFFIC CURB AND. �7'b m FMIAL UNITED ACCESS LINE BE INSTALLED PER WSDOT STANDARD i 45. to 7S z 1 RAt,SED 1W11FFIC ISLAND WITH E PLAN F-45.10-02. .; SIDEWALK 15'LONG CURB TRANSITION 1 +TAWPED COL71RM 7€ 1 STAMPED OXORED CONCRETE 5 r� LAND MMC CURB AND Gyr1EH WA T�y�731 e PLANTER TRUCK APRON"TI9"-LED� 1 1" TRUCKSTAMPED R%COL WITH CONgt�7E I` rRlit7C AP'kOH W1TH RRLFA CURB TRW9C APAOFTWE 25L D2 C END STOP SIFT 15 16 CROSSWALK' 0 i TRAFFIC CURB AND GUTTER 1 C BECTN STOP UHE O T TRAFFIC ARROW TYPE I 4 5 F716 CROSSWALK PCC 82 �.np D •• A TR A'Rf7N G 6ECN p<p6aWALK E710 Tf3LOY!EDGE t END WlOTE W1IIR LANE UNE I i A ENO YELLOW EDGE UI[ F210 11YA7E EDGE ONE ETIO RIOETT STORAGE 0. SLAND 372E1 PER BEGIN WIC EDGE 1119E �+ EDGE UPC TAPER AP TAPER END LEFTET� IAME D APR�019�CO CURB ENO lF£T STORAGE 1 I- x 1�1 if G£LINE d 1 N A wcTE EO t 6E[iN pK55W4LK O 7Ar __ rr7 n777iar��7rrr>Ar rr�rrrrrnr /� rrrrrsrrNG Ara rr /7 Ld w Vl 1 E EDGE iY1E 17 - - R IPEE➢ESTRIAA MM �, BEG NN 9.1:1 TkROI L7d1E Y H MATCN FXISTENG Nr1B' •!�. 5 LONG CUR$TRANSITION l�i� - W lai a N fA - I `I•_• AND GU`rMRSYOP,AG£, 12r + illl A aECW 1r•rTE ETxE LuaE - SR 576(WILLIS ST) TRUCK A�PRONo VI D CONCREM ROLUED CM I { I - { I '- !2_ - 1 i'.I 214F7i.65_i4.00_L_� EMSTIMG EDGE LINE N ♦ I } h } K N `-13EflMI Y1FAI 7E GNE[,RjE E (V N DDSTWC CURB AND CUTTER DA MIk7E LAHF UNE 21 Q _ wQa.;= G ��D25Z4 �4�p _ ` 51�r49'OIrE - _ _8 222+00 -—- to T.,_. _ �. -._�.. w-�. c ~ - S1aRw0E - _ _ fA W EXISTING CRD05YAHX STOP BAR I __ -_ I I ,I '�-�y E106'BI10 CO11CI6TE CURS - Z Z J 5 8 a �.10 —_ E10STMC LANE IAEJ f N: 141101.63 E.7 I E 1291155.27 R Q ...1` .� '•i_..__. EMSTNG RAISED MEWW p { I C A CU AND GU 4 d BEGIN PROJECT EXISTING LANE El1E I { END STIP�T�-- BEGIN OHITE EDGE LPC � fig•�r� SR 516 MP 4.73 cxwr G ot/m AMD EE1TiEf1 y ITE C A ENO..EDGE LINE m '� ` TA 219+71.65 EXISTING STOP UNIE " I I iy I I I .';�� BEC+N RIGNi STORAGE E ENO WHITE LANE LIRE LL E%.SW M)0:1 -E*7tl10 STOP LINE y Gtli 1Wi7E UNE CURB f✓16L if44tL!•,.•rCJI�C1 ACCESS �•�•lfia'�/sfl L�' Y 1 YP 4.77 2<" ;y C I+ 13• 16" .• Klf sm WHITE LANE ONE A BEG"WNT1E EDGE1a'4 1: } CHANNELIZATION NOTES NADE49 A%E.10+00 BEra+STORA _ a 11 [WSDOT STANDARD PLAN SHOWN IN BRACKETS] Eµ714110a75 1 '3 t BEfq!570P C AA A E OF PAYEWf1 I A EDGE UNE[M-20.10-02] _ Q E O BEG7N'NOTE E➢GE ONE END PRQIEC.T t BT TBAFTIC ARROW 2SR[M-24.40-02] D SEGE9 LT/065WALK f. 1 R r I`�{�s` �t.1 EIm CRC65w O A pp warE E'DOE tnEE SR 516 MP 4.8� B$TRAFFIC ARROW 2SL(M-24.40-02] EXIrnNc srW ONE f n `fJ I END E71D u:1 TURN LAW TWER STA224+55.02 C 5W LINE(M-24.60-04] j Elf 9L 1 HW>' I i 1 WSOMNORTESTREGION O.TRAFFlC D CROSSWALK EM-15.10-011 /• APPROVED CHANNEte7AMNPW! o- ARROW LAW ONE[M-20.t02] J � / ARROW f1 Y Y/ � I 1RAFi1C -AF€A OPFA.�T1 I F DOODLE CENTERLINE[M-20.10-02] led FFONi �•0rrs u J1 I O WIDE LANE UNE[M-20AD-02] �+ {- 1 1} N OE4Y(M-B0.10-01] -A.� -- 'I + 20 10 0 20 40 �p 7 4 I CETECTABLE WARNING SURFACE[F-4S7G-02] SCALE IN FEET OAT[ PRINT 3 v s' t ao1� „a1,z r-m Gtity of Kept 1 Public Warks::;e , NADEN AVENUE S. AND WILLIS ST, NADEN AVE. S. AND WILLIS ST. ..Mo o AAA A s AGENT EngineeringDivision ACCESS IMPROVEMENTS CHANNELIZATION PLAN j J KENT.K111G COUNTY EEHRUART s.2019 -.¢_'3 Drawer 245 Sequence 12 HATCH LEGEND: SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. _ NOTE CURVE DATA STAMPED COLORED CONCRETE-B'DEPTH _ _ 1. ALL SIDEWALKS RAMPS SHALL MEET BRICKPATTERN CURVE pPI BTATION DELTA PADwSTANGENT�LENCTH CURRENT ADA REQUIREMENTS TO THE •A _ Ct 2+6214 61D'J4.S" �300' e.at' rt40 MAXIMUM EXTENT FEASIBLE. SIDEWALK a L2 117.e. 32'2B'2B 79" .ai 66, 06 91' ` 2 DETECTABLE WARNING SURFACES SHALL BE • n -- 3� INSTALLED PER WSOOT STANDARD PLAN 1 7 BB h7'h0'16 B2 76' 75 24' 63 36' F46 10. �914 6 Z ttt 3 ALL STAMPED COLORED CONCRETE SHALL BE QDESIGN VARIANCE m •` B"THICK(MIN) DESIGN DECISION MEDIAN _ DM 1239.%,MARCH=22 Z E�I11lR�' SN 410141 [� ! Construction Agreement No.000 I a 11 JA 9776 m _— SR 1671516 IMP 19 6214 77) WillisMatlen th Ave Improvements II - �1 e m � EX-SW R .'fy •__ .. ` N > BEGIN PROJECT .•';r,T., - _ _ = F, /-EXISn NG CURB AND GUTTER SR 516 MP 4.J ,.;-' •, "r •• - !-� - - •-. W STA 221+00 •`-PA[CAST DUAL •[y7 HIGIN-VISIBILITY YILLO*TwnC END PROJECT In '•r SR 516(WILLIS ST) 1 FACED SLOPED Al2A'M CURB WITH FLEXIBLE POSTS In '•^- NAQEN AVE 1QiQQ I MOUNTABLE CURE (CRE PN•Gf PE11 4p'riW1Q SR 515 MP 4.80. y 1, EXISTING EDGE LINE N: 141I00.7s [:}Hlpl"A$�LIt, EL 0.ENO CAP STA 223+20 \ I &EDGE OF TRAVEL WAY N E: 12911434.17 - _ $59+00 � 220+00 w721 W $ ♦ M1 C0 -____ • ... _ }1f 1 SB9'49�06"E a .. __ _ �1 ±-_ 2�3+_.___vJ-- �_ — �2241 00 ..ter) CP iu .No; + n — - SEE SNEE -' eIP tO'54.09"E Ytl - S - y - N STING dr056WAR1e�k EIVSIWG STOP LINE r yE>JIl];ISLAND- K�� X ie C' EXISTING CONCRETE UK ysa•� - Il N e7 �— 16 f+ 77 TRAFFIC CURB =. { EbiB•OF 1RAYEL WA _ AND GUTTER M - Q h ■ F-S 66 ',�Jyj{� ., fr�'^EXISTING LANE LINO - H W. 1i14;AII3 "-; N: 1a11pQ,77 �N __—_ _ E: 12914�Q.Sa E G WLCLY N M - EXISTING)MlrS Q 1.9AN — - - \ EXISTING EDGE W \ OF PAVEMENT Z ="--�--_jr ._ EXISTING LANE LINE ✓5 _ � \ J ' EXISTING STOP LINE14 1 CC57 VG STOP LINE 22 43�Y CO1 T}Tee FJ LT E " gj W Z Fl LIMITED ACCESS Q BED" Q R/W 1 A 19.6• aQ 9' F72QrAlx CHANNELIZATION NOTES I'llIn E •E fllfl S OP LRIG L-1 [WSDOT STANDARD PLAN SHOWN IN BRACKETS] - i g A YtWM EOtiE LNEill END DOUBLE IS TRAFFIC ARROW 2SR[M-24401 `4.. 27 5- YELLOW CENTERLINE G STOP LINEIM-24 b0] _ BEGIN DOUBLE 1r5a.8C_ a tt 9 1s 8 S.tD YELLOW CENTERUNE PC[ END WHITE EO.OE iWE CROSSWALK[M• I ' 7'.11.79'L ��! E ONLY IM-B Dj T. !] R TR K:Altr*ow�--I S I' A'gE.^tW lkn EOCE LINE DOUBLE YELLOW CENTERLINE[M-2010] ■ a. YELLOW DETECTABLE WARNING SURFACE IF45101 LIYTED ACCESS R/,W E EXISTING CURB AND GUTTER 14Q$.a1' In.-1 r E P21 3 74TH ACE S. 2+00 APPROVED NORTHWEST REGION 7' A APPROVED CHANNELIZATION PLAN It TRAFFIC ARROO 1'1PE Y - Ex• Y -d+i- E Tv 1 'L A .._.. enl� .. C r.rkr ZO' 10' 0 20' a0' f - SCALE IN FEET ..• �e�C SEE PW C�II]'O=Kent �! .4'10,« r✓ e_ - Public Works DepaTtment 74TH AVENUE SAND WILLIS STREETTransporlalion Solutions CHANNELIZATION 4 • 1 — \�� ACCESS IMPROVEMENTS _ rw��` PLAN m/2B/2022 KENIT Engineering Division KEN,KING COUNTY DULY 211M�" 0 221050-CHOI