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HomeMy WebLinkAboutContract CAG-19-058 GCB 2476 Design-Build Cooperative Agreement Responsibilities Regarding Design and Construction 1-405 — Renton to Bellevue Widening and Express Toll Lanes Project This Agreement (Agreement) is entered into between the City of Renton (CITY) and the Washington State Department of Transportation (WSDOT), collectively referred to as the"Parties" and individually referred to as "Party." Recitals 1. WSDOT, in the interest of providing congestion relief in the 1-405 corridor, proposes improvements to 1-405 and city streets in the 1-405 — Renton to Bellevue Widening and Express Toll Lanes Project (Project) as described in Exhibit A. 2. The proposed Project will require WSDOT to perform certain work on the CITY's facilities as described in Exhibit B. 3. The proposed Project will require WSDOT to relocate impacted WSDOT-owned fire hydrants within the WSDOT limited access right of way that connect to the CITY water system and are utilized by the Renton Regional Fire Authority and/or other fire authorities. 4. WSDOT will construct the Project using the design-build method of project delivery. 5. The design-build method of project delivery moves faster than in the typical design-bid- build method of project delivery; therefore, expedited CITY review of the design elements will be required. 6. The Parties recognize the importance of timeliness in reviews, avoidance of delays, and minimizing costs for the Project, as well as the mutual benefit provided in shortening plan and proposal review times. 7. WSDOT issued a Request for Proposals for the Project on January 7, 2019, and intends to issue a Notice to Proceed for the Project in October 2019, and open the new facilities to traffic by the end of 2024. 8. The Parties desire this Agreement to define their roles and responsibilities related to design and construction of the Project. NOW, THEREFORE, by virtue of Revised Code of Washington (RCW) 47.28.140 and RCW 39.34.080 and in consideration of the terms, conditions, and performances contained herein, and the attached Exhibits A, B, C, D, E, and F, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1.0 GENERAL 1.1 WSDOT will construct the Project in accordance with Exhibits A, B, C, D, E, and F. GCB 2476 Page 1 of 11 2.0 ROLES 2.1 WSDOT will enter into a contractual agreement with a design-build contractor (Design- Builder) for design and construction of the Project. 2.2 WSDOT will coordinate partnering sessions that will include representatives from WSDOT, CITY, and WSDOT's Design-Builder to review coordination processes and performance of this Agreement. Either Party may request a partnering session. 2.3 WSDOT shall track and respond to all CITY communication requests in a timely manner, not to exceed thirty(30)calendar days, unless otherwise mutually agreed to by the Parties. 2.4 The CITY Project Coordinator will be responsible for facilitating all Project-related communication between WSDOT and CITY staff, except the coordination defined in section 9.0 of this Agreement, as well as CITY review of all Project-related submittals. All the CITY Project Coordinator coordination efforts with WSDOT will take place through WSDOT's 1-405 Project Engineer or designee. 2.5 Project-related communication, to include all Project-related submittals, between the Parties shall be exclusively communicated between the CITY Project Coordinator and WSDOT's 1-405 Project Engineer. 2.6 WSDOT agrees to make presentations to the CITY if requested to do so by the CITY. 2.7 WSDOT agrees to provide Project updates to CITY staff on a monthly basis. These updates will include the Project's milestones. 2.8 WSDOT will develop a Public Information Plan that ensures Project information is made available to the public. In addition, the CITY and WSDOT will continue coordinating outreach to the business community. 2.9 The Parties agree to fund and be fully responsible for their own respective costs associated with staff time necessary to fulfill their roles and responsibilities as identified in this Agreement, except in the following cases: 2.9.1 WSDOT will contribute funding for a CITY Project Coordinator for the length of the Project. 2.9.2 The CITY Project Coordinator will serve as the CITY's liaison beginning with Notice to Proceed to WSDOT's Design-Builder and will be responsible for expediting CITY review of Project submittals. 2.9.3 WSDOT shall only fund those hours worked by the CITY Project Coordinator for coordination activities associated with the Project. 2.9.4 The Parties will enter into a separate agreement, GCB 2433, outlining the details related to the Scope of Work and reimbursement for the CITY Project Coordinator. 2.9.5 WSDOT shall reimburse the CITY for appropriate inspection costs, as described in Section 10.2, below. GCB 2476 Page 2 of 11 3.0 CITY REVIEW AND COMMENT ON PROJECT ELEMENTS 3.1 WSDOT will provide the CITY with three (3) hard copies and an electronic copy of the preliminary and final design submittals formatted to printing and plotting to scale, as submitted by the Design-Builder in accordance with the Project's Request for Proposals (RFP). The CITY shall review these design submittals and comment on Project elements that (a) require a CITY permit pursuant to the Renton Municipal Code (RMC); (b) will be owned, maintained, or operated by the CITY; (c) will be located within CITY-owned property or right-of-way; or (d) will be integrated with or connected to CITY utilities (collectively hereinafter referred to as "Project Elements"). Each design submittal, including final design, shall consider the CITY's previous review comments to address and incorporate changes as appropriate. 3.1.1 Project Elements include, but are not limited to, design of CITY streets and other associated CITY roadway elements, landscaping, irrigation, sidewalks, bike facilities, trail connections and associated amenities, stormwater, water and sewer utilities, streetlights along CITY roadways, CITY street and trail detour routes, noise variance requests within the CITY limits and right of way permits within the CITY limits. 3.1.2 Designs shall be submitted to the CITY for review. 3.1.3 WSDOT agrees that its design and construction of Project Elements shall conform to conditions of the WSDOT Environmental Assessment, applicable CITY policies, CITY's Municipal Storm Water permits, CITY's Trails and Bicycle Master Plan, design standards, standard plans, comprehensive utilities system plans, development regulations, and other applicable requirements of the RMC (except the approved street modification identified in Exhibit E). The CITY's review and comment will be limited to such requirements. 3.1.4 CITY may require the Design-Builder to apply for an Authorization of Special Billing as part of the Civil Construction permit. The Special Billing covers the CITY inspector's overtime hours for working outside of 7:00 AM to 3:30 PM based on the Design-Builder's work schedule for constructing Project Elements. 3.2 WSDOT will provide the CITY with three (3) hard copies and an electronic copy formatted to printing and plotting to scale, of the Release for Construction (RFC) documents for CITY use in confirming that all of the CITY's comments on the final design submittals have been addressed. The CITY may submit written comments concerning the RFC documents to WSDOT within the timeframe given in Section 3.6, below. 3.3 WSDOT will review all submittals from its Design-Builder for completeness with contract requirements prior to forwarding them to the CITY's Project Coordinator for review. 3.4 WSDOT will provide the CITY with its review comments on Project Elements included in the Design-Builder's plans. 3.5 WSDOT will work with its Design-Builder to give the CITY as much advance notice of upcoming and planned submittals as possible. WSDOT will have the Design-Builder submit a forty-five (45) calendar day schedule of upcoming submittals to the CITY. GCB 2476 Page 3 of 11 3.6 The CITY will review and return preliminary construction, final construction and all right- of-way design submittals to WSDOT within fourteen (14) calendar days of request for review. All other required permit submittals shall be reviewed as required by the RMC. 3.6.1 In the case of infrequent circumstances, such as CITY emergencies and extreme and unusual weather conditions affecting the CITY's ability to perform normal functions, or receipt of project submittals of unusual volume, complexity, or unexpected or controversial content, the Parties recognize the challenge the CITY may have to review and return submittals within the allotted review period. In those instances, the Parties may mutually agree to additional review days. 3.6.2 The Parties agree that additional review days may be allowed if there is no created delay or cost increase to the Project. In these cases, the CITY will be responsible for requesting approval from WSDOT within the allotted review period and articulating the cause for delay and specific additional calendar day(s) needed for the review. 3.6.2.1 WSDOT will review the extended period request for consequences to the design-build contract requirements, schedule, and cost. 3.6.2.2 WSDOT will approve extensions if there is no risk created to the design- build contract. 3.6.2.3 If WSDOT is unable to approve additional review day(s), WSDOT, at WSDOT's sole discretion, may proceed with the design-build contract without the CITY's review comments so as to prevent any delays to the Project due to the CITY's reviews. 3.6.2.4 If WSDOT proceeds without the CITY's review comments, WSDOT shall ensure compliance with applicable design standards and plans as set forth in Section 3.1.3 and Section 4. 4.0 DESIGN OF ELEMENTS WITHIN CITY JURISDICTION 4.1 All plans for the Project will follow WSDOT's Plans Preparation Manual. All facilities within the 1-405 limited access will use WSDOT design standards, except that the RMC and the CITY's latest design standards, Specifications, and Standard Plans (City Standards) as of the Project's RFP issue date will apply to plans for the Project Elements. The City Standards (City of Renton Standard Details dated January 7, 2019) are hereby incorporated into this Agreement by this reference. A copy of these provisions are available from the CITY upon request by WSDOT. 4.2 The design and construction standards of all WSDOT facilities within the CITY's Aquafer Protection Areas (APA), especially within Zone 1 of the APA, must comply with applicable sections of the RMC or as approved by the APA RMC modification and conditions contained in the City of Renton Letter dated October 4, 2018, and the proposed Mitigation Commitments in the Finding of No Significant Impact (FONSI). 4.3 The Parties agree that the aesthetic treatments of the 1-405 Master Plan compatible elements listed in Sections 4.3 through 4.6 will conform to the guidelines described in the Interstate-405 Urban Design Criteria, July 2018 (UDC), incorporated into this Agreement by this reference. GCB 2476 Page 4 of 11 4.4 The Parties agree to the design of elements that are within the CITY's jurisdiction as follows: 4.4.1 A CITY street pavement section shall be in accordance with RFP 2.7.3.1.1, Local Agency Pavement, per the RMC. 4.4.2 CITY sidewalks that will be maintained by the CITY will incorporate standard finishes required by the RMC at the time of the Project's RFP issue date, except where the RMC is in conflict with the UDC in which case, the UDC shall take precedence. 4.5 Treatment of retaining walls constructed by the Project will be finished as outlined in the 1-405 Renton to Bellevue Urban Design Criteria, incorporated into this Agreement by this reference. 4.6 Noise walls constructed by the Project will be finished with the ashlar stone block pattern treatment on the neighborhood side and the standard fractured fin treatment on the 1-405 corridor side, as described in the UDC. 4.7 If WSDOT's Design-Builder proposes a design change within the Project area or to an existing CITY facility (such as a CITY street, sidewalk, bike, landscaping, irrigation, conduits, pavement makings, signage, trail, streetlight, traffic signal, or utility), WSDOT agrees to present the change to the CITY for review, discussion, and approval. 4.7.1 WSDOT will provide the CITY with plans of any changes to the CITY facilities for review. 4.7.2 These reviews will be conducted in accordance with Section 3.0 of this Agreement. 4.8 If the CITY proposes a change to an existing CITY facility within the Project limits, the CITY shall request a meeting through WSDOT's 1-405 Project Engineer. 4.8.1 The Parties agree to meet in a cooperative spirit to review and discuss the proposed change. 4.8.2 If WSDOT determines the proposed change to be feasible and appropriate, the Parties shall negotiate the responsibilities for payment of costs associated with the requested change based on the benefits of the proposed change to each Party. 4.8.3 If the Parties can mutually agree on the proposed change and payment responsibilities, WSDOT will implement the change. 4.8.4 The consideration of potential schedule delays, which may result in additional costs, shall be of paramount importance to both Parties. 5.0 PROJECT ELEMENTS 5.1 Any protection, improvement, deactivation, or relocation of Project Elements outside and inside of WSDOT right-of-way, required by the construction of the Project, will be covered under separate agreements between the CITY and WSDOT. GCB 2476 Page 5 of 11 6.0 STATE OWNED FIRE HYDRANTS 6.1 All WSDOT-owned fire hydrants along the 1-405 corridor that are affected by the Project will be relocated and replaced with new fire hydrants within WSDOT right of way. All hydrants and water supply lines to the hydrants owned by WSDOT from a connection by a valve to the CITY water system shall be maintained by WSDOT. WSDOT shall flush the hydrants periodically, at least once a year and provide reports to the CITY. The CITY will not require the installation of new backflow prevention assemblies on the water supply line to the hydrants if the hydrants are properly maintained, flushed at least yearly and are repaired when needed by WSDOT. 6.2 The Parties agree that this provision shall remain in effect after the termination date of this Agreement or until such time that it is memorialized in a subsequent operations and maintenance agreement. 7.0 STORM DRAINAGE 7.1 WSDOT, working with its Design-Builder, shall provide a Hydraulic Report that will include hydrologic/hydraulic analysis of water quality/detention facilities and conveyance systems that convey runoff through the Project site and discharge to downstream systems, streams, wetlands, and rivers. The downstream analysis will be required to determine if the Project will increase flows to the existing CITY storm drainage conveyance system and if the Project will result in an increase in downstream flooding. 7.1.1 Stormwater drainage facilities constructed as part of this Project (Stormwater Facilities)will meet WSDOT flow control and runoff treatment requirements. These requirements are deemed to be equivalent to the CITY stormwater design standards and will protect against the degradation of downstream flooding and water quality conditions. 7.1.2 In addition to WSDOT flow control requirements, the design shall verify that detention facilities will not increase the existing two (2), ten (10), and one hundred (100) year storm event peak flow rate downstream of the Project. This will be documented in the Hydraulic Report discussed in Section7.1. 7.2 Permanent flow control and runoff treatment facilities required by the Project shall be located within the WSDOT limited access right of way, shall only collect and treat runoff from WSDOT's roadway, and shall be designed in accordance with the Highway Runoff Manual. 7.3 Stormwater Facilities constructed within CITY right of way shall follow the CITY 2017 Surface Water Design Manual, RMC 4-6-030 Drainage (Surface Water) Standard, and Surface Water Standard Details and Notes. 7.4 WSDOT, working with its Design-Builder, will assure that Stormwater Facilities that introduce new open water areas within ten thousand (10,000)feet of the Renton Municipal Airport are designed according to Federal Aviation Administration (FAA)Advisory Circular 150/5200-33, and grading of the Stormwater Facilities shall be coordinated with the United States Department of Agriculture and FAA. 7.5 Project documentation that demonstrates compliance with Sections 7.1 through 7.4 shall be submitted in sufficient time to allow the CITY a maximum of fourteen (14) calendar days to review and provide comments. GCB 2476 Page 6 of 11 7.6 WSDOT shall be responsible for maintenance of all Stormwater Facilities within the limited access right of way, as well as any Stormwater Facility that connects to a CITY storm structure outside of the limited access right of way. 7.7 Stormwater Facility structures and the limits of each Party's maintenance responsibility for those structures are shown on Exhibit F. A final version of Exhibit F shall be provided to the CITY to reflect any final design changes made by the Design-Builder. 7.8 The Parties maintenance responsibilities in Sections 7.6 and 7.7 shall continue in effect after the termination date of this Agreement. 8.0 TRAFFIC SIGNALS & LIGHTING 8.1 Existing traffic signals will remain operational throughout the duration of the Project, either with permanent or temporary traffic signals, except intersections that are closed. A temporary vehicle detection system should be installed prior to removing or damaging the existing loop detection. 8.2 Existing lighting on CITY streets will remain operational throughout the duration of the Project. 8.3 Proposals by WSDOT's Design-Builder for the use and requirement of temporary illumination on CITY streets will be evaluated during construction by the CITY to determine acceptability. 9.0 TRAFFIC CONTROL AND DETOUR PLAN APPROVAL PROCESS ON CITY STREETS 9.1 WSDOT, working with its Design-Builder, shall submit proposed road and trail closures, detours, and traffic control plans involving and/or impacting CITY streets, as determined by the CITY, to the CITY's Community and Economic Development Department for approval at least three (3) weeks prior to proposed closures. The CITY shall review each submittal and return it to WSDOT within fourteen (14) calendar days after receipt, indicating either"approved," "approved with comments," or"not approved, Design-Builder to revise and resubmit." The Design-Builder shall notify Renton Police, Renton Regional Fire Authority, and CITY Transportation Operations in writing at least seventy-two (72) hours in advanced of any temporary lane closures or detours. 9.2 Unless otherwise approved by the CITY, WSDOT shall prohibit its Design-Builder from closing any ramp, any lane of a CITY street, or any lane of the 1-405 corridor that requires traffic control measures on a CITY street between the hours of 7:00 AM and 10:00 PM during Renton River Days, July 4th, Seafair, Cruz the Loop, Seahawk 12k run, and between the third Thursday in November and the second day in January. 9.3 Arterial street closures shall be per the traffic control plans approved by the CITY. 9.4 WSDOT shall notify the CITY via CITY Transportation Maintenance Manager at(425)430- 7400 at least seventy-two (72) hours prior to any 1-405 corridor lane closures that will impact CITY streets. 9.5 Closures of local roads for over twelve (12) hours in duration, subject to the time restrictions in Section 9.2, shall be submitted to the CITY Community and Economic GCB 2476 Page 7 of 11 Development Department at least eight (8) weeks prior to proposed closures, and require approval by the City Council. 9.6 Closures of local roads less than twelve (12) hours in duration shall be submitted to the CITY Community and Economic Development Department at least fourteen (14) calendar days prior to proposed closures, for written approval from the CITY Community and Economic Development Department. 10.0 WORK WITHIN CITY RIGHT OF WAY OR IN AREAS TO BE TURNED BACK TO THE CITY 10.1 WSDOT will notify the CITY fourteen (14) calendar days in advance of any work within the CITY right of way. 10.2 Although WSDOT is administering the design-build contract and inspection services are included in the contract, the CITY may provide an inspector to ensure proper compliance with CITY requirements for Project Elements. 10.2.1 The CITY inspector shall advise the 1-405 Project Engineer of any non-compliance issues within five (5) calendar days. 10.2.2 The CITY inspector shall communicate with WSDOT's Design-Builder through WSDOT's 1-405 Project Engineer and will follow WSDOT's Design-Builder protocols when visiting the Project site. 10.2.3 WSDOT and/or its Design-Builder shall be responsible for all such inspection costs which are included in the permit fees described in Section 12.1, below. 10.3 Project plantings within the CITY right of way shall conform to the CITY's Critical Areas Ordinance, CITY landscape standards including required irrigation, Complete Street guidelines, and the guidelines outlined in the UDC, and RFP Section 2.15.4.11, Roadside Restoration -- Vegetation Replacement Criteria and Planting Design Requirements. WSDOT will provide plant establishment for Project plantings within the CITY right of way for five (5) years. 11.0 PAYMENT 11.1 Upon submission to the CITY of final designs pursuant to Section 3.1., WSDOT's Design- Builder shall apply and pay for a Civil Construction Permit Application on the form found on rentonwa.gov web site. All fees shall be paid in accordance with the RMC. 12.0 PERMITS 12.1 WSDOT, and/or its Design-Builder, shall apply, pay for and obtain all necessary permits for work within the corporate limits of the CITY and regulated by the CITY, including, but not limited to, the following: 12.1.1 Project Elements that require a construction permit. 12.1.2 Exceptions to the hours for development activity (per RMC). GCB 2476 Page 8 of 11 12.1.3 Civil Construction Permit, which includes all road construction work within the CITY's right of way, including but not limited to, haul routes for oversized loads, proposed road and lane closures, and temporary construction agreements, noise walls, and easements. 12.2 The CITY shall review each permit submittal in accordance with Section 3.0 of this Agreement, and will indicate either"approved," "approved as noted," or"not approved." If the permit is not approved, the CITY will identify the applicable RMC sections or City Standards that the submittals do not satisfy. 13.0 DISPUTES 13.1 In the event that disputes arise that are related to the application of this Agreement, the CITY and WSDOT agree to work quickly and collaboratively to determine a resolution using the following guidelines at the lowest organizational level. The process to informally resolve the situation shall proceed in the following order: 13.1.1 The CITY's Project Coordinator and WSDOT's 1-405 Project Engineer shall jointly cooperate to informally resolve any disputes as quickly and efficiently as possible. 13.1.2 If dispute resolution is not successful at the level described above, the CITY's Transportation Director and WSDOT's 1-405 Construction Engineering Manager shall jointly cooperate to informally resolve any dispute. The CITY Utility Systems Director shall be involved in the resolution of any dispute regarding issues of Project Elements. 13.1.3 If dispute resolution is still not successful, the CITY's Public Works Administrator, and WSDOT's I-405/SR 167 Program Administrator shall jointly cooperate to informally resolve any dispute in accordance with the procedures described in Section 13.3 below. 13.2 If unresolved, the CITY's Public Works Administrator and WSDOT's 1-405 Program Administrator shall notify each other in writing of any dispute needing resolution. They shall meet together with appropriate staff from the CITY and WSDOT, within three (3) business days of receiving the written notice in order to resolve the dispute to the satisfaction of both Parties. Each Party agrees to make all reasonable efforts to resolve the dispute in order to avoid delays and minimize Project costs. 13.3 If, after fourteen (14) calendar days of receipt of the written notice described in Section 13.3 above, the dispute is still unresolved, the CITY's Public Works Administrator and WSDOT's 1-405 Program Administrator shall each appoint a member to a dispute panel. These two (2) members shall select a third member not affiliated in any manner with either Party. The three-member dispute panel shall conduct a dispute resolution hearing that shall be informal and unrecorded. The dispute panel shall evaluate the facts, contract terms, and applicable statutes and rules and make a determination on the dispute. The CITY and WSDOT shall each pay fifty (50) percent of the costs for the third member of the dispute panel; however, each Party shall be responsible for their own costs and fees. 14.0 INDEMNIFICATION AND HOLD HARMLESS 14.1 Each Party shall protect, defend, indemnify, and save harmless the other Party, its officers, officials, employees, and agents, while acting within the scope of their employment as such, from any and all costs, claims, judgments, and/or awards of damages (both to GCB 2476 Page 9 of 11 persons and/or property), arising out of, or in any way resulting from, each of the Party's own negligent acts or omissions and breaches of this Agreement. No Party will be required to indemnify, defend, or save harmless the other Party if the claim, suit, or action for injuries, death, or damages (both to persons and/or property) is caused by the sole negligence of the other Party, its officers, officials, employees, and agents, while acting within the scope of their employment as such. Where such claims, suits, or actions result from the concurrent negligence of the Parties, the indemnity provided herein shall be valid and enforceable only to the extent of a Party's own negligence. 14.2 WSDOT and the CITY agree that their 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. For this purpose, the Parties, by mutual negotiation, hereby waive, with respect to the other Party only, any immunity that would otherwise be available against such claims under the Industrial Insurance provisions of Title 51 RCW. 14.3 Each Party shall be responsible for their own attorneys' fees, to enforce the provisions of this section. 14.4 This indemnification and waiver shall survive the termination of this Agreement. 15.0 AMENDMENT 15.1 Either Party may request modifications to this Agreement. Such modifications shall be mutually agreed upon by written amendments and/or supplements to this Agreement. 15.2 No variation or alteration of the terms of this Agreement shall be valid unless made in writing and signed by authorized representatives of the Parties hereto. 16.0 ALL WRITINGS CONTAINED HEREIN 16.1 This Agreement contains all the terms and conditions agreed upon by the Parties to this Agreement. 16.2 No other understanding, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. 17.0 GOVERNANCE 17.1 This Agreement is entered into pursuant to, and under the authority granted by, the laws of the state of Washington and applicable federal laws. 17.2 The provisions of this Agreement shall be construed to conform to those laws. 18.0 EFFECTIVENESS AND DURATION 18.1 This Agreement is effective upon execution by both Parties and shall remain in effect through the design and construction of the Project. 19.0 SEVERABILITY 19.1 If any provision of this Agreement, or any provision of any document incorporated by reference, shall be held invalid, such invalidity shall not affect the other provisions of this Agreement that can be given effect without the invalid provision, if such remainder conforms to the requirements of applicable law and the fundamental purpose of this Agreement, and to this end the provisions of this Agreement are declared to be severable. GCB 2476 Page 10 of 11 20.0 TERMINATION 20.1 This Agreement may be terminated by either Party with sixty (60) calendar days' notice and the written mutual consent of both Parties. 21.0 VENUE 21.1 In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceeding shall be brought in the superior court situated in Thurston County, Washington, and only upon exhaustion of the dispute resolution process outlined in Section 13 of this Agreement. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the latest date written below: CITY OF RENTON WASHINGTON STATE DEP RTMENT OF TRANSPORTATION By: By: i'----- -.. .t -, -, De s L im Henry Mayor I-405/SR 167 Program Ad . 'stra Date: Date: APPR VED AS TO FORM A P AS FORM By: By: Printed: ��v�ir. Jam s Ison Title: ! ssi ant Attorney General Date: 3- Z� Date:3! 1,e--a,,,‘(A-7 2)2 / 2 ATTEST By: a 0F Jaso Seth \,�,,,,,,,,,,,,,,,,,, `r\'... City Clerk = Sr JJ % 4L Date: y •, �' .7 %, e/ '/'s -17'Pf)SEP1• 'e\.'. 'r//lllllllllll�����\\\ GCB 2476 Page 11 of 11 GCB 2476 Exhibit A 1-405 - Renton to Bellevue Widening and Express Toll Lanes Project Description GCB 2476 GCB 2476 Exhibit A 1-405 -RENTON TO BELLEVUE WIDENING AND EXPRESS TOLL LANES PROJECT DESCRIPITON The Project will add a dual express toll lane system to northbound and southbound Interstate 405 (1-405) between State Route 167 and NE 6th Street from milepost (MP) 2.80 to MP13.8, and an additional auxiliary lane in each direction from MP 9.3 to MP 10.7. An auxiliary lane in the southbound direction and a peak use shoulder lane in the northbound direction will be constructed between MP 3.2 and MP 3.9. North of 1-90, one new lane will be added in both directions between SE 8th Street and NE 6th Street from MP 12.5 to MP13.7. The project will include new bridge structures and widening of existing bridges. Bridge widening will occur on: the southbound 1-405 overpass at Cedar River (MP3.7), the northbound and southbound overpass at Sunset Boulevard (MP 4.5), the southbound overpass at SR 900 (MP 5.4), and the northbound overpass at SE 8th Street (MP 12.78). Bridge replacement will occur over 1-405 at: Cedar Avenue S (MP 3.5), Renton Avenue S (MP 3.6), NE 44th Street (MP 7.4), 112th Avenue NE (MP 9.2), and Main St(MP 13.31). New bridge structures will be constructed at: the southbound overpass at Coal Creek(MP 10.2), the northbound 1-405 to eastbound 1-90 ramp over the eastbound 1-90 off ramp and Factoria Boulevard SE (MP 11.0), and the northbound overpass at the Wilburton crossing (MP 12.4). The ramps in the project limits will require reconstruction due to impacts from mainline widening and configuration changes. The project includes new direct access ramp interchanges at NE 44th Street (MP 7.48) and 112th Avenue SE (MP 9.25) to accommodate HOV/Transit/Express Toll lanes. In addition to widening and interchange improvements, the project will address fish passage at three stream crossings, reconstruct the Newport Hills Park and Ride at 112th Avenue SE, construct two segments of a regional trail being constructed in the Eastside Rail Corridor (MP 7.85 to 10.3)with a trail bridge crossing 405 at the former Wilburton rail bridge(MP 12.1), relocate a segment of Cedar River Trail, construct a new trail at May Creek, and four new noise walls. GCB 2476 Exhibit B Project Description Specific to CITY Right-of-Way and WSDOT Limited Access within the Limits of the CITY GCB 2476 GCB 2476 Exhibit B PROJECT DESCRIPITON SPECIFIC TO CITY RIGHT OF WAY AND WSDOT LIMITED ACCESS WITHIN THE LIMITS OF THE CITY Project work affecting City of Renton facilities will include: 1. Replacement Bridge at Cedar Avenue South over 1-405. Bridge construction will be phased with the Renton Avenue South replacement bridge in order to maintain one open neighborhood access at all times during construction of the project. a) Match the existing bridge geometry and approach roadway and sidewalk dimensions. b) Extend the bridge span westerly to accommodate Renton To Bellevue Project widening for ETL lanes and maintain auxiliary lanes c) Increase the wall height for the local street approach roadway west of 1-405 on the north side of Cedar Avenue. d) Maintain and utilize the existing east side retaining wall and foundations for new structure. e) Reconstruct approach slabs for the east and west bridge ends. Reconstruct sidewalk and ADA curb ramps to maximum extent feasible. f) Note: this bridge structure is not forward compatible with the 1-405 Master Plan concept. 2. Replacement Bridge at Renton Avenue South (South 3rd Street) over 1-405. a) Match the existing bridge geometry and approach roadway and sidewalk dimensions. b) Extend the bridge span westerly to accommodate Renton to Bellevue Project widening for ETL lanes and maintain auxiliary lanes. c) Increase wall height on the west side of 1-405 on the north side of Renton Ave. d) Maintain and utilize existing east side retaining wall and foundations for new structure. e) Reconstruct approach slabs and pedestrian sidewalk off east and west bridge ends. f) Note: this bridge structure is not forward compatible to the 1-405 Master Plan concept. 3. Relocate stormwater facility located on the west side of 1-405 between Cedar and Renton Avenue. This is within CITY Aquifer Protection Area (APA) and shall comply with WSDOT's approved APA Code Modification and, other than the modification, the applicable CITY APA requirements in the RMC a) Stormwater facility work is within WSDOT ROW b) Construct spill containment vault and compost amended biofiltration swale c) Realign access roadway to stormwater facility with access to S 3rd Street. 4. Restore walkway and seating area Bridge widening on 1-405 northbound and southbound structures. Work is within WSDOT right-of-way. a) SB 1-405 over Cedar River. • Bridgework is within WSDOT ROW and airspace/foundation easements from BNSF Railway. • Impacted segments of Cedar River Trail will be reconstructed as described in#5 below. b) NB and SB 1-405 over Sunset Boulevard NE. • Bridgework is within WSDOT ROW • Sidewalk restoration will be completed where column construction impacts existing sidewalk. Sidewalk widths will match existing widths at a minimum. Minor sidewalk widening and realignment will be necessary on the south side of Sunset Boulevard NE to provide an ADA accessible route around the new column. • Roadway turnaround within Sunset Boulevard median located on the west side of the bridge over Sunset Boulevard will be relocated westerly where existing turnaround is impacted by the new column construction. Relocated turnaround will match existing turnaround geometry. c) SB 1-405 over Southport Drive 5. Reconstruct/Restore sections of the Cedar River trail impacted by Cedar River Bridge widening. a) Trail/bikeway segment south of Cedar River and west of 1-405 to realign trail around the north side of the proposed bridge column. Trail segment reconstructed will match existing trail widths. Detour during impacts will be provided during construction. b) Restore and match existing sidewalk width a segment of sidewalk impacted by bridge abutment wall widening and foundation work located at the northwest end of the SB 1-405 Bridge over Cedar River 6. Storm water facility adjacent to Houser Way, with an outlet pipe crossing under Lake Washington Boulevard at Houser Way North&Coulon Beach Park Drive. Impacts to CITY water lines will be addressed in Utility Construction Agreement UTB 1296. 7. Storm drainage installation from NE Park Drive going west toward Lake Washington Boulevard N, south of and adjacent to the Marriott property. Facility will connect into the Houser Way facility outlet pipe. Installation includes two subsurface storm water culverts. Utilities to be adjusted as necessary, under separate agreement. 8. Bridge replacement at May Creek crossing. a) Bridgework is within WSDOT right-of-way. b) A temporary construction easement for construction access will be obtained on City of Renton park 4(f) land. GCB 2476 Renton to Bellevue Design-Build Cooperative Page 2 of 4 9. City of Renton May Creek Trail a) Construct 6-ft wide soft surface trail from existing trail terminus on the west side of 1-405 to WSDOT ROW limits. The City of Renton is to obtain the Shoreline and Land Use permitting and provide the conceptual design for this segment. Construction and Construction Permitting of the trail will be by the WSDOT 1-405 Renton to Bellevue Project Design-Builder. b) Construct 8-ft wide soft surface May Creek Trail within WSDOT ROW along the northern side of May Creek. This trail work is permitted by WSDOT and will be constructed by the WSDOT 1-405 Renton To Bellevue Project Design-Builder. c) Construct 6-ft wide soft surface May Creek Trail from eastern WSDOT ROW limit to a point of termination at Jones Avenue NE. The City of Renton is to obtain the Shoreline and Land Use permitting and provide the conceptual design for this segment. Construction and Construction Permitting of the trail will be by the WSDOT 1-405 Renton to Bellevue Project Design-Builder. 10. NE 44th Interchange vicinity: a) Bridge replacement of NE 44th Street over 1-405 to include a direct access ramps and roundabout intersections located at southbound on and off- ramp, direct access ramp, northbound off-ramp, and northbound on-ramp terminals. b) Reconstruct Lake Washington Boulevard N / NE44th Street from tie-In point at NE 43rd Street intersection vicinity to WSDOT ROW limits c) Relocate northbound 1-405 on-ramp access to Lake Washington Boulevard NE north of NE 44th Street. d) Realign Lake Washington Boulevard NE from NE 44th Street to tie in point north of SE 76th Street. e) Reconstruct NE44th Street from eastern WSDOT ROW limits to tie in point on curve. Re-channelize existing 4-lane roadway with two-way left turn lane from eastern tie-in point to NE43rd/Lincoln Ave NE to accommodate 14-ft outside shared use lane and 11-ft inside lanes with 11-ft two-way left turn lane. An inside southbound conventional bike lane will be developed at NE44th Street/NE43rd Street/Lincoln Ave where proposed shared use lane terminates. 11. Install fish passage crossing under NE 44th Street and Lake Washington Boulevard NE.(UNT 08.LW.0283 (Gypsy Creek) a) Fish passage crossing work within WSDOT ROW 12. Install fish passage crossing under Ripley Lane N. (UNT 7.8) a) Restore Ripley Lane N pavement over fish passage crossing. Match existing roadway lane and shoulder widths. GCB 2476 Renton to Bellevue Design-Build Cooperative Page 3 of 4 13. Construct East side Rail Corridor regional trail a) Construct 12-ft paved width trail with 6-ft and 2-ft unpaved shoulders (20-ft total width) from northern limit of existing trestle over Ripley Lane N to Renton City limit. b) Construct 10-ft paved width trail connection from Eastside Rail Corridor to Ripley Lane N. c) Decommission Lake Washington Loop trail from connection with Ripley Lane N north to Renton City Limit. 14. SR 169 / Maple Valley Hwy Interchange: Re-channelize roadway to accommodate dual WB to SB 1-405 on-ramp left turns and modify traffic signal. Re-configure SB SR900/Sunset Blvd N inside lanes from existing dual LT turn to LT and LT/Thru respectively. 15. . Note: All City owned Utility deactivations, relocations, and adjustments are addressed by separate utility agreement(s) between the CITY and WSDOT. 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Park r 4.. / • Mile Post(MP) t it , ';.. ,".p • Proposed Lane Liberty •= Striping t Park f:// t `" ® j Proposed Additional •yii w Pavement ° 1-405 Southbound 3$ -+ Proposed Bridge r S 2nd St Widen Bridge Structure ® -1 Structure Over Cedar RiverProposed Retaining sY C da �, ---- all s u 5a j 1 ,. { m .ti ®Proposed Noise Wall Piazza. t. ._ 3 Park .- co r-'.. ®Relocated Noise Wall `N C f�'pad'p Proposed Trail P..6 , , -:-i'°Iii.: Le,, <_, •, 0Tr,'-0,-�, — Existing Trail '•.•4 Renton Ave Widen Bridge O -1-+-4 Railroad Structure gat Proposed Water P1.5 Cedar Ave Treatment Facility S 4th St Widen Bridge `7 Cedar CM Existing Water Structure River `s==t Treatment Facility o Natural Proposed Stormwater ion oo Area — Conveyance •w54•r<,i. MP 3.4 9� Stream or Natural • v. Drainage s O Proposed Right of Way ,.;, a Existing Right of Way MP3.3 • Park L 7 Municipality Burnett co Linear Park . P3.2 a N a\ S 7 t h St a W+E 0� coS Gta (7 • 0 250 500 1-405 Mainline Feet MP 3.1 Construct One New Lane in Both the Southbound and Northbound Directions1' ` ' MERCER r'0 ,, T ISLAN¢ BELLE- 1 i VUE to i o MP3.0 NEW- . e i ' CASTLE 1- \/ 4E1LIP 2.9 •. Lake Cif 1 ;N2shina(on �) LI MP28 900 • ..�"'..M .. 2.7 • 2 .\\1 s 43) 73 o ® RENTON w GCB2476 EXHIBIT D SHEET 1 OF 5 Legend r • • Mile Post(MP) ' it firrol, , v Proposed Lane r, Striping P 4.i N 8th St �' 'a ' e. ' •,, Proposed Additional Pavement 1 ; °` '# •• Proposed Bridge ( �� �" X'. J Structure• g eVm•or a Proposed Retaining \ '-":„ , ;,,-,.. ,,*'ARK ipw 1, r Wal l e' 4 ®Proposed Noise Wall L` • ®Relocated Noise Wall z ` MP 4.7, Proposed Trail , T • — Existing Trail • an , � - '-., +-> 1 Railroad 3 a ° mit Proposed Water Wit Treatment Facility MP4.6 !{ Existing Water ri,?Treatment Facility Proposed Stormwater Sunset Blvd N -- Conveyance 1ED Widen Northbound and Stream or Natural Southbound Bridge Structures MP 4.5 • 40 Drainage �'' O Proposed Right of Way r El Existing Right of Way MP:a Park j Municipality N 4th St ® P .3 N D • W+E m S - N3rdSt ° 2 I CO P 4.2 Feet • MERCER 14 ''''BELLE- ISLANp j VUE P4.1 • " NE 3rd St i ' . 51.. NEW_ F..,``' r CASTLE W a y N I �'` Bronson a P t t Lake Liberty ', Washington ' 1J Park , i 900 MP 3.9 • Ceda, 2 River dA Park ,,,co G d/ 0 P8 6y i ® RENTON CD GCB2476 EXHIBIT D SHEET 2 OF 5 Legend o Z • Mile Post(MP) 'L Proposed Lane g Striping MP 6.0 Proposed Additional n.. • �" Pavement ti`.; � i, i-+ ProposedBridge ff -1 Structure 1, '' Proposed Retaining r ` ' -�k W a Wall v Qrt k g ®Proposed Noise Wall 4 ; � ®Relocated Noise Wall .14 > ',' Proposed Trail o r`r,/ — Existing Trail `` Z +-+- Railroad i illtProposed Water Treatment Facility Existing Water MP w S Treatment Facility ` Proposed Stormwater Conveyance , w Stream or Natural Z Drainage ¶s 405 > a O Proposed Right of Way r -o V o 0 Existing Right of Way E J. inin Park Get`/gg Coulon Memorial Beach Park - 'L Municipality J MP 5.5 I "4.+[a#�' 4, . • ;. Ze N N Southport Drive -4 t 7_ Widen Southbound .,.. W+E 6 Bridge Structure 4^('s.a S '' r;- 0 250 500 �r is a ,;.� Cl 1 '.t Feet ,\ e j . = i (/ ' • .0 ,Ok MP5.3 MERCER r ,r9 6 ISLANQ 1 BVULEE 1NEW- y r CASTLE `\ \MP5.2 1 4 f�,.. r Lake J _____________7/ .- �: \ ., Washington 1�� .-, r' e �If . MP 5.1 cu '_ a —' 2 m , J MP5.0 • 15 RENTON ,r GCB2476 EXHIBIT D SHEET 3 OF 5 egen. P 7.2 • Mile Post(MP) May Creek Proposed Lane Replace Bridge Structures O Striping 7. 10 i Proposed Additional : MP/A Pavement 9b -. Proposed Bridge 9c -- Structure v a Proposed Retaining 3 Wall 1MP7.O ®Proposed Noise Wall m • 3 uj a®Relocated Noise Wall I w z j m a Proposed Trail > > f i. 4 4 gi. N — Existing Trail IMP 6.9 7. O • 0 o +-i--i Railroad tf. Jiiiii Proposed Water } Treatment Facility Existing Water ,• 7,- 7 ".f t ,"Treatment Facility z t > . '4. ..--" .4. " — Proposed Stormwater 4 3 t 0 Conveyance ru 'a Stream or Natural a Drainage P'"'. O Proposed Right of Way MP6.7 • a Existing Right of Way Park 1 L_ j Municipality MP 6.6 • 1, N 37St St W-E N 30th St May Creek Construct Retaining Walls Park S MP 6.5 • N 30th St 0 250 500 Fee O - (0 4_ 0 P:.4 A nIS AN1R BELLE- I V U E `, NEW- ' CASTLE P 6.3 i `4 'n • t Lake `ti 1 Washington c 1l '3 900 Z c 4 IMP 6.2 r.' d�� 3 2 R • O 1- 7-47)- -- 1. 1 I iI i"s `_` s - w1P61 ® RENTON CD2 ` -I„ t GCB2476 EXHIBIT D SHEET 4 OF 5 Legend - f • Mile Post(MP) Y MP8.3 • Proposed Lane 11 Striping Proposed Additional tLake Washington Trail z Lu Pavement Decommission,Realign and a 1`-• Proposed Bridge co 13 Reconstruct to West MP 8.2 a --i Structure on Eastside Rail Corridor • S i Proposed Retaining Wall Ii h ®Proposed Noise Wall 7 w {ll ,: a ®Relocated Noise Wall �:? i = �1P�.1 = J a "' Proposed Trail CI 1,{ 1 I... 1 U 1. — Existing Trail o \ 1! .- V 05 "i�; +-+- Railroad C G \ i MP 8.0 1 w Proposed Water = Y 13c • t IIPPIPt Treatment Facility _.„Existing Water ,, 'Treatment Facility Proposed Stormwater II-405 c Conveyance Construct Fish0. Ali Stream or Natural Passage Crossing Drainage / O Proposed Right of Way + ,� 12 1 El Existing Right of Way i P 7.8 Q. • a) Park •I-405 c 03 i__1 Municipality @ Construct Fish # - 0 CCS Passage Crossing c o • j MP 7.7 �,r' cu 3 ` • a) N / I W+E / , 10d S 'I-405 .-1 S E 7 6 t h St 0 2e0 500 1 Construct Fish MP..s 10cCI `Passage Crossing, ' eI-405 Feet Realign Northbound . NE 44th St ,a J '-.Onramp M E R CER 0 CDReconstruct Interchange; I S L AN¢ I B V U EEL E Replace Bridge Structure; 3� MP;•5, iLake Washington Blvd NE , Add Direct Access r °y� Reconstruct and Realign 1 G 1la �/ 0'1 N E W- 5 .,..,Qy�� 10e � % C. CASTLE r � i+ 10 Sr a a- � 10b i C. PAP7.4 NE44thSt 4 , __ .� 4', .k. �"� it Construct Fish Washington Passage Crossing a 900 • m W ' z �, `p I > , . .,. , MP 7.3 2 C� • • Q '' 5 o ,► /,',' J 1 45) \\_....)......3 ; -• RENTON MP 7.2 15 • ivolGP 7.2 a". .. a GCB2476 EXHIBIT D SHEET 5 OF 5 GCB 2476 Exhibit E Approved City Street Modifications GCB 2476 DocuSign Envelope ID: 11 FDA634-A1A0-4676-B45E-578185D2838C GAT Y. O . DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT PENT0 ADMINISTRATIVE STREET MODIFICATION X APPROVAL DENIAL EVALUATION FORM & DECISION PROJECT NAME: 1-405 Renton to Bellevue Project PROJECT NUMBER: LUA18-000669 PROJECT MANAGER: Brianne Bannwarth Community and Economic Development Development Engineering Manager APPLICANT: Sean Quarrie Washington State Department of Transportation 600 108th Ave NE,Suite 405 Bellevue,WA 98004 ZONING CLASSIFICATION: Urban Design District C(COR) and Commercial Arterial(CA) PROJECT LOCATION: Lake Washington Blvd N, NE 44th St, Lake Washington Blvd NE and adjacent Cross streets. SUMMARY OF REQUEST: Pursuant to RMC 4-9-250D the applicant is requesting an Administrative Modification from RMC 4-6-060 Street Standards for Lake Washington Blvd N, NE 44th St, Lake Washington Blvd NE and adjacent cross streets as part of the Washington State Department of Transportation (WSDOT) 1-405 Renton To Bellevue Project.The modification request is described below: • Installation of four round-a-bouts located within WSDOT Limited Access at NE 44th St and Lake Washington Blvd NE; • Frontage improvements beginning at Lake Washington Blvd N, NE 44th St and Lake Washington Blvd NE; BACKGROUND(provided by Applicant): The 1-405 Renton to Bellevue Widening and Express Toll Lanes Project, includes 1-405 corridor improvements from 1-5 in Tukwila to just south of SR 520 in Bellevue, Mile Post (MP) 0.0 to MP 14.60.The improved 1-405 will include a dual Express Toll Lane (ETL) system and two general purpose lanes in each direction plus auxiliary lanes in select locations.This is a mobility project that supports the implementation of a Bus Rapid Transit(BRT) system along 1-405. The project is funded and will be delivered as a Design Build Contract. WSDOT anticipates construction to start in 2019. Additional project descriptions specific to each location where a modified street standard is requested are included in the project overview by location sections below. DocuSign Envelope ID: 11FDA634-A1A0-4676-B45E-578185D2838C City of Renton Department of Community and Economic Development Admin.Modification Request Report&Decision 1-405 Renton to Bellevue—STREET MODIFICATION LUA18-000669 EXISTING CONDITIONS: NE 44th St/ Lake Washington Blvd N Street Conditions (West of 1-405) at Location of Proposed Modified Street Standard Within the project area, NE 44th St/Lake Washington Blvd N,west of the 1-405 NE 44th Interchange,outside of WSDOT Limited Access,consists of a two-lane roadway.An existing eastbound left turn pocket is present for eastbound to northbound left turns to Seahawks Way. Currently no contiguous accessible pedestrian pathways exist along this stretch of roadway.There is a 250- foot long segment of 12-foot wide sidewalk located on the east side of Lake Washington Blvd N from the north side of May Creek Bridge to a point of termination approximately 200 feet south of the intersection with N 43rd St. Striped roadway shoulders are marked for bike lane use south of N 43rd St. Varying width roadway shoulders are available for pedestrian use but are not accessible from the curbed facilities, see Exhibit Al. N 43rd St and Seahawks Way Street Conditions: N 43rd St consists of a two-lane roadway with existing 5-foot wide sidewalk on the south side of the street. No pedestrian walkway conditions exist on the north side of the street. A new trail marked crossing and access to the Eastside Rail Corridor Trail was recently constructed at the prior-existing railroad crossing. Seahawks Way consists of a two-lane roadway with paved shoulders. Rolled curbs with paved shoulders exist at the intersection returns to NE 44th St. No separated pedestrian facilities exist present day. For existing conditions within the NE 44th St vicinity west of 1-405,see Exhibit Al. NE 44th/ 110th Ave SE St Street Conditions—East of 1-405 (Outside of WSDOT Limited Access) Within the project area, NE 44th St east of the 1-405 NE 44th Interchange, outside of WSDOT Limited Access, consists of a 5-lane roadway section with 2 traveled lanes in each direction plus a center two-way left turn lane. The outside westbound traveled lane is dropped via right turn only lane and the outside eastbound traveled lane is added at the NE 44th St intersection with Lake Washington Blvd NE.The outside westbound traveled lane is added at the driveway access to apartment complex at 7920 110th Ave SE, and the outside eastbound traveled lane is dropped via right turn only lane at the NE 44th St intersection with NE 43rd PI / Lincoln Ave NE.The paved westbound shoulder between driveway access to 7920 110th Ave SE and the NE 44th/ 110th Ave SE intersection with NE 43rd PI/Lincoln Ave NE is currently utilized for on-street parking. There is a 5-foot wide sidewalk on the north side of the street and a 6-foot wide sidewalk on the south side of the street. No roadway planters are present, but the remaining ROW beyond the back of sidewalk is vegetated. No in street or separated bicycle facilities exist on NE 44th St within this segment of roadway. For the existing conditions within the NE 44th vicinity east of 1-405,see Exhibit B1. Lake Washington Blvd NE Street Conditions Within the project area Lake Washington Blvd NE, east of the 1-405 NE 44th Interchange consists of a 2-lane roadway with a paved shoulder on the west side and curb and gutter with 5-foot wide paved sidewalk located on the east side of the street. A center turn lane is developed approximately 500 feet north of the intersection with NE 44th St and extends through the limits of the project area. A contiguous pedestrian facility does not exist on the west side of the street directly adjacent to WSDOT Limited Access ROW, see Exhibit B1. DocuSign Envelope ID: 11FDA634-A1A0-4676-B45E-578185D2838C City of Renton Department of Community and Economic Development Admin.Modification Request Report&Decision 1-405 Renton to Bellevue—STREET MODIFICATION LUA18-000669 SE 76th(NE 48th)St Street Conditions: The existing cross street conditions at SE 76th (NE 48t") St consist of a three lane roadway with center left turn lane. Existing 5-foot wide sidewalks are present on the north and south sides of the street. For existing conditions within the Lake Washington Blvd NE vicinity,see Exhibit B1. PROPOSED NE 44th St/Lake Washington Blvd N Street Improvements at Location of Modified Street Standard Future land use development of the undeveloped and underdeveloped parcels located east and west of NE 44th St/ Lake Washington Blvd N will warrant intersection improvements at N 43rd St intersection. At this time WSDOT proposes to provide an interim street section within the area of future intersection improvements at N 43rd St and construct the street section per City Code to the maximum extent practical between N 43`d St and Sea hawks Way, see Exhibit A2. An in-street bike lane will be constructed along the south side of the street. To address City concerns regarding bicycle safety for bicyclists traveling southbound on NE 44'St/Lake Washington Blvd N between Sea hawks Way and N 43rd St,the weaving movements imposed on cyclists and vehicular traffic by the drop lane condition with a developed inside bike lane at the right turn pocket will not be constructed.To mitigate not implementing an on street bike lane, a 12-foot wide sidewalk will be constructed on the north side of the street. Bicyclists can access the existing southbound on street bike lane at the south side of the intersection with N 43`d St.A contiguous 12-foot wide sidewalk will be constructed on the south side of the street connecting to existing facilities at May Creek trail vicinity. An 8-foot wide planter will be constructed on both sides of the street between N 43'St and Seahawks Way. Due to anticipated future intersection improvements, WSDOT proposes to not construct planter areas where future intersection improvements will be warranted once adjacent parcels are redeveloped. This planned approach does not preclude future planter areas being constructed where feasible as part of future warranted intersection work or any other future project work that extends beyond the limits of the WSDOT 1-405 Renton to Bellevue Project. Proposed modifications to the street standard for NE 44" St / Lake Washington Blvd N are as indicated in Table 1, attached. NE 44th St/110th Ave SE Improvements—East of 1-405 at Location of Modified Standard WSDOT proposes to meet City street standards to the maximum extent practical within the areas where roadway profile and alignment adjustments require reconstruction of the curb lines and new or widened pavement be constructed,see Exhibit B2. The lane widths will be reduced to 11-foot traveled lanes and an 11-foot center two-way left turn lane. A 5-foot wide conventional bike lane will be constructed on both sides of the street.Additionally, 8-foot planters and 8-foot wide sidewalks will be constructed. Beyond the limits of proposed reconstruction of the curb lines and new or widened pavement,the project proposes to reconfigure lane widths within the existing roadway width to accommodate a 5 lane section with shared use "sharrow"vehicle/bike lanes that will extend to the intersection of NE 43rd PI/Lincoln Ave NE. The lane widths will be reduced to 11-foot inside traveled lanes and 11-foot center two-way left turn lane, 5-foot wide bike lanes will transition to 14-foot wide outside shared use lanes. Existing sidewalks will remain in place. The eastbound shared use "sharrow" lane will transition to 5-foot wide bike lane at the north leg of the NE 44th St./ NE 43rd PI/Lincoln Ave NE intersection where the outside lane is dropped via right turn only lane to NE 43'Pl. No modification to the west bound roadway channelization and on-street parking on NE 44th St/ 110th Ave SE is proposed. The proposed configuration meets the recommendations in the City of Renton Trails and Bicycle Master Plan and will not preclude future private property redevelopment frontage improvements outside the limits of proposed roadway work for this project. Proposed modifications to the street standards for NE 44"St are as indicated in Table 1, attached. DocuSign Envelope ID: 11 FDA634-A1A0-4676-B45E-578185D2838C City of Renton Department of Community and Economic Development Admin.Modification Request Report&Decision 1-405 Renton to Bellevue—STREET MODIFICATION LUA18-000669 Lake Washington Blvd NE Street Improvements—East of 1-405 at Location of Modified Street Standard WSDOT proposes to realign Lake Washington Blvd NE to the east of the existing roadway and construct a new northbound general-purpose traffic on-ramp. This ramp terminal intersection will include a roundabout intersection that intersects with the new Lake Washington Blvd NE alignment approximately 400 feet south of existing SE 76th (NE 48th)St.The realigned portion of Lake Washington Blvd NE will match into existing Lake Washington Blvd NE approximately 380 feet north of existing SE 76th (NE 48th) St, see Exhibit B2. Providing a pedestrian-accessible facility on the west side of the Lake Washington Blvd NE is not desirable as it is contiguous to the 1-405 Limited Access ROW. Pursuant to RMC 4-6-060G,this location is candidate for exceptions,given establishing a pedestrian facility in this location would be a)contrary to public safety, b)would be excessively disproportionate to the need or probable use,and c)no long-term need is identified. Thus WSDOT proposes to not construct sidewalk facilities on the west side of Lake Washington Blvd NE between the intersection with NE 44th St and the northern project limits on the local street. An 8-foot wide planter and 8-foot wide sidewalks are proposed along the east side of Lake Washington Blvd NE from the intersection with NE 44th St to the SE 76th(NE 48th)St intersection. WSDOT proposes to match the existing roadway and east-side sidewalk section on Lake Washington Blvd from the intersection with SE 76th(NE 48th)St to the project limits.Constructing sidewalk and planter widths to the current City street standards would further impact private property and current land use on the affected parcels, including existing private storm drainage detention facilities. Proposed Cross Street Improvements—N 43`d St,Seahawks Way, and SE 76th(NE 48th)St: Anticipated cross street improvements as part of WSDOT 1-405 Renton to Bellevue Project are minor and major grading is not anticipated beyond the intersection area. WSDOT proposes to match existing conditions at the cross streets and construct, to the maximum extent practical, the minimum intersection radii as per RMC 4-6-060.This planned approach does not preclude street improvements related to private development(s) or other City capital projects that are beyond the scope of the WSDOT 1-405 Renton to Bellevue Project from being constructed at a future date. Proposed modifications to the street standard for N 43'd St, Seahawks Way, and SE 76th (NE 48th) St are as indicated in Table 1,attached. Proposed Intersections WSDOT proposes to install four round-a-bouts that will that will be owned and maintained by the City of Renton. Current design is to have the center of the round-a-bout landscaped, with the option for the City to install signage which would include the need for power and irrigation.These round-a-bouts are required to meet City of Renton municipal code including the City's undergrounding code, RMC 4-6-090. ATTACHMENTS: Exhibit Al& B1: Existing Roadway Conditions Exhibits A2 & B2: Site Plan Table 1: Code Modification Matrix DocuSign Envelope ID: 11FDA634-A1A0-4676-B45E-578185D2838C City of Renton Department of Community and Economic Development Admin.Modification Request Report&Decision 1-405 Renton to Bellevue—STREET MODIFICATION LUA18-000669 ANALYSIS OF REQUEST: The Section 4-6-060Q.1 allows the Administrator to grant modifications provided the modifications meet the following criteria (pursuant to RMC 4-9-250D.2): Compliance Street Modification Criteria and Analysis a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives. Staff Comment:The Community Design Element has applicable policies listed under a ✓ separate section labeled Promoting a Safe, Healthy, and Attractive Community. These policies address walkable neighborhoods,safety, and shared uses. The intent of the policies are to promote new development with walkable places that support grid and flexible grid street and pathway patterns, and are visually attractive,safe, and healthy environments. The requested street modification is consistent with these policy guidelines. b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. Staff Comment: The City's Public Works Transportation section and Community and Economic Development section reviewed the proposed NE 44th St and the surrounding ✓ area and have determined the modified section as described above is the most appropriate for the area. This determination was based on the close proximity to 1-405, adjacent properties and the future development within the area. In order to provide maintainability and appearance of the round-a-bout City staff recommends a condition that WSDOT shall provide lighting conduit and irrigation to the round-a-bouts where landscape islands are proposed. c. Will not be injurious to other property(ies) in the vicinity. ✓ Staff Comment: WSDOT has purchased the portions of the properties surrounding the proposed onramp at Lake Washington Blvd NE that would be affected by this project. No additional impacts to other properties have been identified. d. Conforms to the intent and purpose of the Code. Staff Comment:See comments under criterions 'a'and'b'. e.Can be shown to be justified and required for the use and situation intended;and ✓ Staff Comment:The revised street standards provide a safe design for vehicles and pedestrians. f. Will not create adverse impacts to other property(ies) in the vicinity. Staff Comment:See comments under criterion 'c'. DocuSign Envelope ID: 11FDA634-A1A0-4676-B45E-578185D2838C City of Renton Department of Community and Economic Development Admin.Modification Request Report&Decision 1-405 Renton to Bellevue—STREET MODIFICATION LUA18-000669 DECISION The proposal satisfies 6 of the 6 criteria listed in RMC 4-9-250D.2 for the requested modification. Therefore, the street modifications for the 1-405 Renton to Bellevue Project located at NE 44th St between Lake Washington Blvd N, Lincoln Ave NE, and NE 48th St, Project Number LUA18-000669 is approved with conditions. The following is the condition of approval: 1. WSDOT shall provide lighting conduit and irrigation to the round-a-bouts where landscape islands are proposed. —DocuSigned by: Brianne Bannwarth 11/20/2018 1 11:16 AM PST `—F11E13CEr3E1444 Brianne Bannwarth,Development Engineering Manager Date The decision to approve the modification will become final if not appealed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057 on or before 5:00 pm, on December 12, 2018. Additional information regarding the appeal process may be obtained from the Renton City Clerk's office, Renton City Hall—7th Floor, 425.430.6510. If you have any further questions regarding this decision,feel free to contact City of Renton Project Manager and WSDOT Coordinator,Justin Johnson, at 425.430.7291 or jtjohnson@rentonwa.gov. DooSign Env ••.ID:11 FDA6a4-A1AD-e18-45E-57B155D15:1SC •+�,��� \ *.., '- �s + rSnewux • • ^w. .���... • ti.. -•...... .\•,'` ��`�\\ • ° 49�' 4i r. r . 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'°.'7k*'', • ,f �' ' yr° D sGLE M FEET 100 $�n1'�J CONCEPTUAL DESIGN '��►wa3hin, 5roro I NE 44TH -EXISTING CONDITIONS pin,p,yp,• ' ,tM3,� I- - � NOT FOR CONSTRUCTION v.DRpartn a t of Tron.po,mtlan ll1E t:RENTON REaIpT FOR ROPANE IRAIIK MEET■OOfACADON 111111 'n•n UNE 2.WENT n 111111111111 DorSign EnvNaps.D'.11FDAS34A1A0-18784145E-57818502838C 71 .., \�...,, ...:, ,,,"M�„ ' ems,. y�r. v ., 4:6_ > N. 47,ia .-.. .'Ar......_ tistF�-.., , `k•. ......„...._ i.,,,..„ .....,......„,N .... �r •. w�pO,u.tED„ccEm ,,,----„...... c.,,,.„,,:.., -' -''',0, 11,&,‘„ "--o.. \© • '\ o'FUTURE N ORD INTERSECTION: \�t: IMPROVEMENTS BY OTHERS: Qfa `. e � � `i .a,�•�� �` �;: a ``\. 6 i '_ .--. ;C: .-•_`',-..00_--.. '-.',-_-.-_._.,`....'.i.„-.-..-. ......'''—,'''."..'.'._',- _.,0.„.a- .,„ 0 --. :,,;,,1') `_-.:•s._.._._'__1..,_' _ �t t;s — e -..-..— .......-..,.„o Vr`.e, .-,,—,--,—_.3..'i.;,...,,,...,-,,,• .,,r... ....„- ''','''',.. 1f,. ,i r— ,-,,,`.....'..'\'','"-...-'..'"' ........,..: — +_' ,-t-i-k..-.-*-.." .-' ..7. '- 4 ® # !r .i`` `sew` jviv DFF M "•E _' 1- NB IJBS nee 7fi90 ``8 1 B SEE E%WSrt Bsp 100 sc.=IN FEET iii CONCEPTUAL DESIGN �F,� ,... NOT FOR CONSTRUCTION �w°.Winston smtp NE 44TN -DIRECT ACCESS UC E1MM1 . ,ARILA D.portrn.nt o!Transportation ll!!1:MII'ON R[DII/ST FDI1 ApRNTMTM STII/.R YDDERCAilp1 ItNb L mDlrr AS DocuSigr Emelo,e ID t1FDA634-AIA0 a67G6J5!y...185D2838C -‘14 �p�' R�. S _ noo_ .. B Nos I-4W---A0 Er TilaVV7"....1- --F;nfillii 'r-4fa'-''IVS'll"t";:: :1 SP-1r:1.,7-- ----------- ------ -------------- - - 77t15 ' i r ,j H i, l-+n.1: -NB Nis......00410 7 .,...... .. ....r.. ___„,____ . __ amn �u • — Irs C w� f� ' Z � .� 6a r PE \ :`� / r , t `t! � { N _ 4 ' A % �`�f J el. /'b ^ 1101 �0.°' A • • r.v- cH Exi • C=,i i \ / M om. A • f i •\ �7!' .3 '"':' COI ?"' ° \' „{``,Q '.a xi? \ ° \\ * ....tin: . -,iic,A,.-- \ '-,.1,: 1 i ' * ......" S'•'" ,- IN i '. `L1lJ)'}IJ� NrFR:'.I¢'J �» \1,,r1 1 ,\\L 1, \1,,1,1+"`,`„ 1 ,q � 4•` T\ ... — g.(7.[� )t 40 .2, . ..„.10 F Q i�F%,r'y .,wrc br.I ill !!PuI '' ,31,.•` ,,,,'1+1'+0Lt1•-• •kj� , Sr..-''�-,1(Y'-'�] 1,1\'1 11 �' \ r• .. iR L lS:i11:.. ii.-:cr', _: ,,,- lk ,mot e � ° w tao � ; ' SCALE IN FEET w'' CONCEPTUAL DESIGN NE 44TH •DIRECT ACCESS IIC loop.n.r'•rr nee lien rw �•'Y.- (' .+tHi NOT FOR CONSTRUCTION ��//.wa:wn•ton sraro . -" ''6:- ,,,�{��`•Mr �I/ D•Parim•nt of TronsPortation L rear PoI1 AGIMmTMTIYE mHT IIt10FICeTlp1 DocuSign Envelope ID:11FDA634-A1A0-4676-B45E-578185D2838C TABLE 1: Renton Municipal Code WSDOT I-405 Renton To Bellevue Widening and Express Toll Lanes Project Section 4.6-060(92 Modified Street Standard NE44th St./Lake Wash.Blvd N NE44th St/110th Ave.SE tEast Lake Washington Blvd NE (West side of I-405 Interchange,side of l-405 Interchange, (East side of I405 Interchange, Outside of WSDOT Outside WSDOT ROW/Limited Outside of WSDOT ROW/ Adjacent Cross Streets ROW/Limited Access) Access) Limited Access) Design IwsnoT Inns BOW to NE 43rd Pi. ibegin nroi.to WSooT w05 ROW) /uncoin Ave NE end Orion) (WSCOT Laos ROW to end Project) N 43rd St. Seahawks Way SE76th St/NE46th Standard Neighborhood Limited 'Residential Access/long. Description Minor Arterial Collector Arterial Residential Access Residential Access Neighborhood Collector Arterial eitnbomom cdm Minor iecr Arterial Anerial Residential Access Residential Access Residential Access 4 lanes-9t' 2 Lanes-83' 2 lane,-53 tam-45' vac EU min Match Existing veer 60 min Match Eusting ear 56 min MatchEbing 60"Match Exiting " PO"Match 6rstmg Right-of-Way 5 tires-103' 3!ores-94' WA memos crossing) (R-0•W) 6 lanes-113 2bnes begin prof- NE43rd 5lanes 2 lanes-WSD0T R0W to SE76th Rank 2lnes 31anes 7 eras-126 4 tares NE43rde WSOOT R0W 3 lanes-SE 76the proj.end area) 8'both slides(within area of g net side 06500T ROW Bo propwe0 rea0000 wok) SE76th) None,north side,Mesas existing Sidewalks' 8'both aides' 6 both sides' 6botn sides 5'both sides" iT both side 6'north aWe, slide,Metn 6.net side,Herb existing(SE7tth existing r south aide,protect In None,Meth caste 6'both sides.Match existing existing(within area where arty t Pied orb) Place r""In'o/exbblg raadxaYb No ,west side,Match enable pronowd) B.north side(within ewe of imposed roadway work)Mc 6 min.toe'south side(within area react aide ONSOOT ROW to Nona both sides,begin prof.to N of proposed roadveY work.6 min. SE75Ih)6 between cab a 6 between cub 9 6 between cab 6 6 between curb S 43rd St. porter talked where Edging ROW R06e Yvet aide,Meth e. None,both sides.Meth walk both sides walk both sides walk both sides wee both sides 8'both side,N 43rd St.a w1 not accomodate 6'porter vMIM tasting Area behind No re,both at et Mato eoskng None,both widen Match outing Planting 5trps' WSOOT ROW None.both aWa,Maine (SE78theprolbehind exit/walk is v (within area where only resblpiry of Now,wet side.Matchausting coding roe4wa is proposed,eraa behind sidewalk b rogemed) Tree grates and lerdacape may be Maybe reduced if approved by substituted for Wrong stop area it Administrator` approved by AdmbksDaior. Per RMC44-070 MC Per RMCd--070 MC Per RMC49070 MC Street Trees Scoured see Street Trees Standards RMC 44-07Q (outside WSDOT Limbed Access (outside WSDOT Limited Access (outside WSDOT Limited Access Now,both aides,Melon costing Non,both sides.Math existing None,both sides,Match existing oW') OW) wan Match existing,aab ail side,no cab weal vide Proj.begin to N 43rd Curb both sides,Match existing, Curb both sides,Match existing Curbs Curb both sides Cab both sides Curb both aides Cab both sides St. Curb both sides r•. curb both sides M. Curb both aides Mc. roYtl movbbb curb MO MC Curb both side,N 43rd St to WSOOT ROW Varies".north side,Math existing Norse,south side.Match oozing Parking Lanes Allowed at 8' 6 both titles 6 one side° 6 ore side° None,Match sowing ee"'real parking between Lake Now,Macon exiting None,Math swims None,Match eoeeng None,Match existing Washington Bed NE and7920 110tn Ave NE.maintain exiting °Nest paMg where present r conventional bike lanes.prd. 6'convndo el bike lanes begin to N43m St (wed,"srea of proposed roadway All cbes6kainm M Arteriab will haw Gass 6 conventional Dike lane.6 sided work) 6'convenowal bike lanes, Bicycle Facilities I.ar Class ll,or Class 111 bkyck ecibty. Pore None street 43rd St.to WSO0T R0W 14'outside shared use lanes(within WSOOT ROW to Proj.end None,Matchaluttins ho None,Match existing M,. None,Math existing ILL None,N etas of street 43rd Sr to area where NINON of entry MC W500T ROW(12-It sidewalk roadway Is proposed present) Mc 4 times-54' 2 lanes-3U Genes-Sr lwaitn area of proposed Paved Roadway 5 lanes-66 3 lanes-41' clans-wt.9336,Meech ending roadway work) Width.not including 61ares->6 21erez-20 1ere_12.s (begbptoj.NN 43rd St 6 lanes-61',Match existing(within a n 91an -46',Match misting 2 lanes•36',Math existing 2 lanes•43',Match some, 9lannes-36',Match anteing 4 parking erea-51'M43rd St.to WSDOT °nowhere ntMNg of eoseg M1c MC 7laros-68' ROW) roadwYh Proroead) DocuSign Envelope ID:11 FDA634-A1A0-4676-B45E-578185D2838C TABLE 1: Renton Munlol pal Code WSDOT 1-405 Renton To Bellevue Widening and Express Toll Lanes Project Section 4.6-060(F)2 Modified Street Standard NE44th St./take Wash.Blvd N NE44th St./110th Ave.SE[East Lake Washington Blvd NE (West side of(.405 Interchange,side of l-405 Interchange, (East side of l-d05 Interchange, Outside of WSDOT Outside WSDOT ROW/Limited Outside of WSDOT ROW/ Adjacent Cross Streets ROW/Limited Access) Access) Limited Access) Design (W$DWT IA05 ROW to let a3rd O. (begin Prot-t0WSWT MOS WWI /ligroin Ave N6 end Project) 1W5DOT l<05 ROW to end woiea) N43rd St. Seahawks Way 5E76th St./NE4Bth Standard Neighborhood Limed Residential Accessl Limited Description Minor Arterial EoRelxoe Arterlgl Pegident(al AettM,ResldentielAeeess Neyhborbood Collector Arterial eiebbnrrwdcdlenor Arterial Minor Arterial Resldenual amen Residential Access Residential mass 11'P.P lanes 11'carter left turn lane 5'dike lanes(with area of proposed roackwayWerk) II travel lanes 11'travel Lares,S 1D travel Yrez,S 11'travel Wces MC 12'realm left hen lam 15'ta re,taros Match existing 12'tra vel lanes Match existing 12 ravel[area Lane Wdthi bike lanes,and 12 bike lanes,are 1V Id..11anes navel lens-12'° Sbike panes 11'k,stla lanes 5'bike[arcs 12 center left turn[ale center left tom lanes.center left turn laces 11'center om left turn lane 14 sherd sea outside Lanes(Mahn Pre where marching of edslkg made'at S proposed) MC R=35'et N.12rd 35'turning radio 35'hang radius" 25'tuning radius 2S turning radius R=35.and 50 at Seahawks Way WA R=35 at SE MENNE 46th R.35 Ra35'and 50 at Seahawks Way R35' to accommodate design vehicle to accommodate angry vehicle Intersedron Radii° At the intersection of two classes of streets.the radius for the gphe(class street is to be INC MC MC used.Where larger trucks,trareA and wino! buses areacipated,further design Ca MC M1a� required to datemtre an adequate radius.The minimum curb radius is 15.. 0.6-3%(where nen proposed 0.6.8%(where new poposed profile grade b established) prosy grade iseetebyhed) Maximus Gradesu 05-B% 0.5-10Yo 0.6-g% WA,MdcM1 eating 02-16% 0.6-16% Minimum profile grade*less than MC Mesknrea poly grade exceeds 6% ML MC MC 05-15%,greater than 15%ony allowed 05%at meth inc existing M match Into existing willvn approved hillside aWO.bagte.13 125'Irom 125'fram >125'(existing Pan Abode Ste) .126(McDonek%end Vet Clinic) a125' SWA WA WA Site Access intersection ,mlersecl,on WA NA MG MC Streetd Pedestrlan per RMCA.0.. (outside WSDOT Limited Access) Lighting Street Odorg Inquired par RMC4-6-0601.as N. or may be amended. Mc Note:WSDOT Raqukemwy within Lim4M Access ROW TABLE I Modified Street Standard NOTES: 11 Mr-Meets or exceeds Renton Municipal Code 21 for description of existing conditions,see narrative in Request for Admirvstative Street Modi6utlon.Many existing conditions do not urreMy meet City of Renton Municipal Code Mction 056O60.WSDOT will not address existing conditions outside of the project scope footprint as pan of INS Project 3)for foot rotes 1 through 13 from RMC Section a-6-0601N2see Mi. INOTES AND CONDITIONS:MINIMUM DESIGN STANDARDS TABLE FOR PUBLIC STREETS AND ALLEYS per RMC 44-080(n2: Minimum design standards may be altered to all...metire stonmwater management a.low unmet development techniques within the RBW by.Department. 50re01k width will belt feet on both sides in the City Center Community Planning Area.This sidewalk width includes street tree grates for hating street trees.To accomplish law impact development best management practices,permeable pavement may be allowed by Me Administrator. ° Sidewalk areas may bercquired at a wider width to accommodate required multi-use path lacilities when a Class Imulti-rue path is required within a street ROW by the Department.The width of a required SIool bicycle lane will be transferred to the sidewalk area to create a Class Imu,thuse path.To accomplish low Impact development best management practices permeable pavement maybe al,0wed be me Admin.... a Maintenance Responsibilities.Unless otherwise agreed upon by the Cityof Renton,maintenance of landscaping velthin the panting strip area,including but not limited to element such as graundcwer,turf solace,and hardscape,is the imam-Mb,ity ofthe adjacent prpperelmEter.Maintenencero erne'trees withlnthe Punic rghtoh way shall be the responsibility W the City of Renton. s Panting strips may beredued it one of the rellowingcoedlliwn is menial when RU-W acquisition is problematic or(bl when crltlral areas word b impacted.if approved,a permanent alternative landscaped area should be provided equal to or greater than the allowed planingstdp area reduction that is in addition to any minimum listing code requirements ° second a may be required by the Administrator. r Class II bicycle efanbties(bike lanes)included in roadway width for both sides.Bicycle facilities that are shared ravel lanes,Class III bicycle facilities,require less roadway width.Class III travel lanes are a minimum of le het. e Requirement'Fther are sprinklers shall be provided as approved by the Fre Department or a clear roadway area shall be provided for emergency vehicles miblak.el of the clear area must be 20 feet In width for vehicular movement with a minimum length of 50 feet and maximum length of 100 feet,spas to provide emergent,access to homes wimin 150 tam.Along the clew area oat,the planting strip would not be required and the Mar area will be in place of the landscaping area. uire ferent ensions to te and requirement,for state routes roa rant p Turning The City di dimensions represent the vehicle turning paaddress h.The smallest curb radius shoultlae used whilelmaintaining the specified turning radiusfunding Lam width and the presence d a bike lane and parking lane Preece vehicle's,tuning path.On streets with more Man one We In that direction of travel,large vehicles may encrowh into no more n of cent r eta urn. nArterialsand Collector Anerials,encroachment into oncoming taw,lanes is unacceptable.The minimum curb radius is 15 het. tt Turning radius streets which include i.ustrhlcaccess mzyincreasee to0 feet. ra Sidewalks sMil be provided on both sides Of the street;however,the Administrator may approve xiywalkson one side MEW street Pursuant MRNK 6-6d060. to Sidewalks may Or designed to Sr reverse sloped away Porn the street;provided,the the sidewalks nave.matlmueAn.slope of 2%and are desiVed to drain towards a publicly owned Use impact development facilityalwethe roadway Instead of mrecny into the street. Exhibit F Stormwater Facility Structures Maintenance Responsibilities GCB 2476 • <, T.23N.R.5E.W.M. fNHORELIKE BOUNDARY MUM POO R'110M AAA.oIt, - • CEDAR RIVER •• PROPOSED SPILL • ° • ` `•R'00•._ CONTAINMENT VAULT I . AB%6p I ' 5.(2 ` CRY OF REMON PROPOSED COMPOSTAMENDED • /' MUSEUM WO FILTRATION LES(Cwe6) iy • ,.Y <el A • ? �/�m� 4L 933'` /�6+ BELLL OONf MYEMF ''((`� • • ' l S VJC =� �. (�\ t V CE pARK R 111 • \ • `� . ' ____ j... I `` '``� ., I 1 '`il :f -A e, � . per;, = \ � �. �.:". Iii_ ;/ .-i ! � i,1 `3 � fP�,y.f. . ,` ,, , n AtfaA6H/![Ylvtfl 1 ., "''' a ! WyWb /� \ �\ 0' ;Y;.�y'/:>'°'r . t�,' -7Y�_ 1 �x.„ri A--;.. Y^ r ..'';tee-\ 1 / . , ll e „s. .. .,. q>R%S!. E MINA Ng1E61gN AIM-1a11 t ,. ._.. \\ ROOM .'\/ \,J Imo'_ ��: ,. ) / 1 • • I GCB 2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 1 of 9 LEGEND. .— WETLAND _ crYMTEWWCE 200 MOOT MOMT-OF-WAY D SM SCALE FEET WETUND M STREAMCENTEBR 1rNE ' EDISONO STORM fi ,,,« „WARY RIOT VASTER -R R- PROPOSED STORM MARK BOUNDARY GHT OF WAY ANO �A I-405 STREAM SUFFER "i uMITEO ACOESS RENTON TO BELLEVUE POISONED CULVERT AND RIACi OF WAY CORRIDOR WIDENING A EXPRESS TOLL LANES S PROPO G cu ULVE "'�""�"�" AR LIMITED ACCESS Wnti IFton Stab _ AQUIFER PROTECTION AREA-ZONE 1 Department of TranaperfatOn Ya E -•-•---•---AOURER PROTECTION AREA-ZONE z STORMWATER UTLITY MAINTENANCE RESPONSIBILITY 2., animmismiwiwiliiiiiii T.23N.R.5E.W.M. • EXISTING SPILL CONTAINMENT N `ss ._.-2-:C � ,,^-,!....,•.-,--�—� - -_ '— POND TO RFYAM . . i.(M' ' , f `�"• A\/ 44A k —,"- { .R--- �_ 1 F pyQlt NlF _ A' 3 -P4-444���`��'��1��1,,,...,,.. ` ,�, zwwlulw- is - _ _.._v , � Q/''� /f/ a•�.. 6 n .•! 1 — .. .. -• — ,,. _sir ` •;—{ ; •� _ ✓; k�r x _ J _ 'r ...`. i,{•, r �rtv rdvu+ I. 4'''' rT 'TTS .1,:....' . •`:sq..iP .! '...' ,,��1‘� I 14 APAR r elwTplQ emu R1LR / oleoi, . DRAIN TO 5 AMI 6 r"ws +ar Lx ,N 'Jr' � : �_ J,,,.,.. 11S'X 1T i QAR. . RROROSEU COMPOST AMENDED • - RATION MALES(CASH) AQUIFER PROTECTION AREA 2.125 . 'SEX 11' ZONE 1 • • • I GCB 2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 2 of 9 LEGEND: _ gE MMNTENANGE WETLAND MOOTTON T-OFAN BUFFER MOOT RIONT-0F�WAY 0 1W T. CENTER IJNE IXISTNG a SCALE IN FEET N :xrv. Mingo TER _R—rt- PROPOSED 6TORM zceueuueue EX RIO.os WRY AND .11111. 1-405 STREAM SUFFER LIMITED ACCESS RENTON TO BELLEVUE PROPOSED CULVERT PROPOSED RIONT%WAY s EXISTING CULVERT """"'•P"' N+D uMITED AccEss Washington Stab CORRIDOR WIDENING A EXPRESS TOLL LANES •.. e .. AQUIFER PROTECTION AREA-ZONE I Department of Transportation t -•-•-•-•-••AQUIFER PROTECTOR AREA•2ONE Z STORMWATER UTLJTY IWNTENANCE RESPONSIBILITY .l. ,4- L ,'�' 7; �.. T.23N.R.5E.W.M. rd \1/4,, 2-4f ' • ,ira, ---,!.,,, *le.t, ''''.2•,..!,,,,:._ '-'--L_., ---7 �b1 % / a/ran 1. .,.i � v :. 'n),nn/ lr 'rti i� 'y+,/q b" n,r i i ,% 1 �iW uF , yy��yl� /�' =1/'r`�V +ilr''rr e°an ''i'i�_i I .l,- " �'---�- Lei\\ -� ! ,3,.. , 214 kip, `atv . ). tb l , ,,er" A \\44444444 1if S g `� .... -4'�L.+.la -... =f�'n l. nYi• ! )ter 6'. ➢`"i "" iP`f'11 j1 T rr-. . . � `` — HOusFN we. \f ▪ zr' r. < <- 4 ..4 ! '\ �y.,�� F - :..-- '. AYnA)' '111n9111 /l T9)1nAAHl ?TllTll/l7 y 1 41 J�jy` � 4 \ `'� IIJJ/lyAll111 .7777 ` lJ: / ' �` ..�\� -•_ lL_.. _. ...a J"A11,77,A1NAA S'TAl17�AY17A/AJnAT'!7 __ _-_--- _—_— -- • 4*"dFr�. -; -y7 FWf ETp7.4 ,,AMr,uuu„ Icuruurru r...... Dui.. _..ram-....._.._.._..... .....eg.,,,,. ,,. it' ' ,.. .... „ ( 6 ,„,'„c /k— • Aou FER PROTECTION AREA � - �; , l_ O -, ' `t— 'I k n ��• ¢" t TO IMYM .'. • N 'i [ T a�a,a it ",:�� �:( "j,> `q ,,,,--,-,,,k 0- --'-' , '1/44-P" t -ei- '. --1 0 ' ' GCB 2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 3 of 9 i LEGEND: c ai• WrIwD Illiii crn MAINTENANCE ()ROGATION win.. WBDGT RIGHT-OF-WAY I I D tw xoo SALE FEET LAN WETD SUFFER TING BTORM W TR CENTER LINE S r E%I8 " BROINARV HIGH WATER _R—rt— PROPOSED eTONM „ MARK BOUNDMV ` I-405 STREAM BUFFER ezutedear/i LIMITED ACCESS HT OF Y AND '- PROP08E0 CULVERT PROPOSED RIGHT OF WEE 1171 RENTON TO BELLEVUE • EQUIIER ROTERr .A-20N^'���, u+0 UNITED AccEss WuhlnpWn Stab CORRIDOR WIDENING &EXPRESS TOLL LANES AQUIFER PROTECTION AREA-20NE/ Department of Transportation _ -----AQUIFER PROTECTION ARFJ.-ZONE 3 STORMWATER UTIUTY MAINTENANCE RESPONSIBILITY .... k\ xW t T.23N.R.5E. .M. \ �. uU Lll LLLLLLl I ' I � _a, ' eouxoulr �r�� aIlk.,,,.° �1 I PROPOSED COMPOST ANEROID] --- .'... II / O — -- I I i.-h._.-. NLL ) ICAasI ' ! '' \ /f�. -L _ VARYi ..l - -W\ CLFEN � P` LIOFanurNfN 6W . LIS ^ 11 t I YS ARP"!axENSR1N8 00 MTINTEryryAA C GA ON { h 1 , 'ON NEW COPMYTAOKE ASSOCIATED "'.� I _ .h. WTH 11AOE l J N K T.I I 1 - _ t14 ;Ail; ki off :�----_-- E C -� �j R :�4 ..�.pr..a 3uePR ..^' r-tF• F .1 (ADD EXISTING POWER of oss r--xi.J ,. Z) 1-. • rrT���pSIa��ra'Y Y++a =c^ __... ... .. -r: ♦ ,I + o 0 I ra L s\• "3 ,Aid1..vl'C4+ - __ ice= -�- ', Ili,:� P ICI.l PROPOSED GOIEWOE O ICONS) E. tam p -I- - - ) `� .;. i;• BIGFnnM.nDNawAlid PARS) -�� E ml' mmm�mmm� m mnr _` AeAwox EJrtnxo r 1� ; x-vs'z ts• �'n• v1 Fr. aTORrwATE AauTr / ,I li p` t„„„, (i I ! 1 ',,, ,, G)SM}I 11 •/ �f/nAIZ j YM _ d _ .-. .:Ifni: -- - �^w..''I in'nmr'n'nTn 'y�'�r"l'.f�'. Q_I .�. . ._ __ NB I�f15 ice. • ].iF 3:O" .I 'C- /:i S, f 9 JOHNS WWI"nuoururr \\ N.- ;'1,) p j, _. -�'�""� r;' / co ut y c _s i III • • 1�' N", Oil Y' 1 • / ..Y4\ /(A1 •/ S'•''' t CO S.IT OIL / , \ {I' '' ,Jlr ` OOIFER PROTECTION AREA • \y(,' V ZONE 2 \ie.l' TRFATMENTTTO REYAIN `j�A / -_` .�-a' / rW°0 ) c. - GCB 2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 4 of 9 LEGEND: CITY MAINTENANCE WETLANDOSIJOCTION Wtn)W WSDOT RIGNTOF.WAY O 103 ROO WETIAND BUFFER SCALE IN FEE tr. STREAM NG STORM CENTEORgNNARY NIONRWATER ar Sr PROPOSED STORM OUNDARV E RI OF 1a05 STREAM BUFFER ;;•,::,,;:;,`; u%MDEOo HT AccEseWAY ANp T:'P"` RENTON TO BELLEVUE --__ -- PROPOSED C PROPOSED RIOM OF WAY - ROCOCO CULVERT T """"""" AND uMITED AccEss CORRIDOR WIDENING &EXPRESS TOLL LANES Washington State AQUIFER PROTECTION AREA-ZONE 1 Deparhnent of Transportation f -•-•-•-•-••AQUIFER PROTECTION AREA-ZONE Z STORMWATER UTILITY MAINTENANCE RESPONSIBILITY ..L. T.23N.R.5E.W.M. • . x .• TIr ITI •E.:A"� ,}., `Nr-. -_ :� l.,_�,-7 .11 T1 ::7--��`, __�.� ,�a;,J''•. ��,-e.:"'rnTr� co sx T �.''--- r;, .4 •- �� r'IC-JI�Lt 1 Y'. :! Tr7,?I\Y. /L Q S�' �' �mn mn„mmn m+nm>-snm. mmm�m� ,t,_..]T��'� 2 rnmmrnmmTmnirmmnlJ mnlmammm�l '1,...iYin r�irirrir�ij�rrrrrri ,�+ [/ s""'y� mnlli'1T/n�✓„7„,llm,,,,,,,,,,,,,N)1'AIAn , y _..;.. ,.-.-fir_..-e-_.__�. .__...-.__.. ..:_.. -_ MF-61 - F bYr w --A1Fi'25 -- A7P-.S - -N•. -' N8 1-/05 F 4 4ES _ v ca - '" �.wa'''''g r�ubcur rer.4'AW rru�N ':�f l[uKlcr4 1 .,tz'.. .- .} sd 1 _ tL 1 _t_� ` : 1 0-- 1 U1 - . si ..... - 1• �1- ' I L -'1 ! ;iu.... ;r j* t. y L , r-— „..._.. .'[b'!+ [r 17 +u f-,1.1 Hi 1 Ir�-r f .�q .T? �.�_�_ d __ __ .. a= I I__ _ r • } Y .J • Ti 1 GCB 2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 5 of 9 LEGEND: WETLAND 11111111 cm NN WDIN WETLAND BUFFER WSDOT RIGHT-OF-WAY 0 MIN 3Lb t ----y STREAM CENTER LINE " E[ISTINO STOPM =I pRr OP inn HIGH WATEq -R-R- PROPOSED 6TOHM SCALE IN FEET MTRK BOUNDARY Nu'uiAD E%RIGHT OF WAY AN' a .405 STREAM BUFFER 'iiiiiiiir LIMITED ACCESS PROPOSED CULVERT iiL ,,, PPOPOSEO FIGHT GF WAY RENTON TO BELLEVUE S Ex!snNG CULVERT """"""" A D DOTED ACCESS Washington State CORRIDOR WIDENING&EXPRESS TOLL LANES .1.'AQUIFER PROTECTION AREA-ZONE 1 S -•-•-•-•-•-AQUIFER PROTECTION AREA-ZONE Z Department of Transportation STORMWATER UTILITY MAINTENANCE RESPONSIBILITY a..,. T.23N.R.5E.W.M. T.24N.R.5E.W.M. CO 6.24 F AOIA1 AIOR90N AIM-mIM 7 t -":::-;2"-g-. v +• � I la z ::1:till • � �i �' i tar ( ? n„ • a rari� )I +�-y +x l* CJ- «b � . 4 ...__��d6S.. _. r_T-_r - _' - _ .-77.1'.11P--------;:;---B-1U'----1-1-1-;-7;;;*:"; '� -MP6?B- --.. 6�1 __ -MF4-3�—lF1a��.6'35-. '. -:':____ cam_^�",�_ 1 }-''' I * ''� ,�_FE 1 =I ., r p-r yry ,,,,u.. surd ru" ""i'cv icu. _(�"!� J I LT „ CD Gal • . ., k it �4 ' 5L �' rl�� III i �1, ,#-- ,- ---- .p =I a =vim. „—, 1 !�1 r 1! ""c'�I y vow ILI "e (c• 1 1 6OBOUNOARY • • I GCB 2476 Stormwater Facility Structures Maintenance/////R////////esponsibilities Exhibit F Sheet 6 of 9 LEGEND: cnY MNNTENANCE n WETLANDWEILAN DBLIOATIQN WITHIN WSDOT RIHr17WAY 10N 0 BUFFER S STREAMCENTER LINE s' ' EXISTING MORN GALE FEET]OD ORDINMY HIGH WATER -NE-ST- PROPOSED STORM "' NARK BOUNDARY u�y.uvtui EX RIGHT OF WAY AND I-40$ STREAM BUFFER i UNITED ACCESS {' RENTON TO BELLEVUE PROPOSED CULVERT •,,,,„,,,, PROPOSED RIGHT OF WAY - EXISTING CULVERT """"""" AND UMDI:D Access Washington Stem CORRIDOR WIDENING 4 EXPRESS TOLL LANES -•--- - AQUIFER PROTECTION AREA-ZONE 1 Department of Tnn{POrtatlOn Z -•-•-•-•-••AQUIFER PROTECTION AREA-ZONE 0 STORMWATER UTILITY MAINTENANCE RESPONSIBILITY .2.. T.24N.R.5E.W.M. _-_�__3.-- SHORELINE BOUNDARY • MAY Cllr OD 11S Ite Ye / . CO earn . , iSrGl A -,,,, ...' • 11 m se uos dA w 1 F/AAmA[mtim ....- M1 E➢S __---____ .7._____________________-________ .--,,.• {I __ _I Z.2 5 2 T ' /,/y. YT; MY BIB! ♦. i . _ i..�SN6t 7U4_N0 J._.............� 1 ......................•A--� _ •'• 1 SHORELINE BOUNDARY T ,I 1 AM NFER PROTECTION AREA-ZONE 2 ••.•„>\ --- 1 AI i q + Y 1 .. i GCB 2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 7 of 9 LEGEND: CITY MAINTENANCE WOUND, Ell. OBUOATION WITHIN ! •W' .w 'I` Eg'"RIGHT-0FiAY 1W ZOC r VATID BUFFER SCALE FEET N ------> STR CENTER NINE �_rt IXISDNO STORM ORDINARY HIGH WATER - PROPOSED STORM K EOUNDARY rtu IX RIGHT OF WAY AND I-40$ STREAM BUFFER i LIMBED ACCESS RENTON TO BELLEVUE ® PROPOSED CULVERT PROPOSED RIGHT OF VNY IXIsnt.CULVERT """"�'�' 'DAD UNITED ACCESS Washington Zir CORRIDOR ORDERING&EXPRESS TOLL LANES S pton Stab N AQUIFER PROTECTION AREA"ZONE 1 OOpaNnantMTranaporbtlOn -•--------•AQUIFER PROTECTION AREA-ZONE z STORSIWATER UTILITY MAINTENANCE RESPONSIBILITY ..... T.24N.R.5E.W.M. aLJNE y 15' 1r �ppMEDARy "�^..�. •A \-`�_±�� PROPOSED COMPOST AMENDED �',.y ,• _ BOFILTRATION SWALES(CABS) �" OD 7 59A •,'• h`_4 '••lIS wnNp�C1UNXELED HREbTOMTMM,PASSIBLE R .11 1. :I.•�' 4 '*T .• '` tea UCTURE ._lid ',ti aNBA�LE SEA km x;. ' i ,,,, 0- _ �,.as i7 3 - ^'_�--- tip t • i•ii t _ 1 -X. itt' r, As nisi i•�.,," m :::I 1: Ri�id _ \ "mo •J1:::: F .�®• ry�m ilik O L ] L PROPOSED RUxOFF -� _✓�lla.(5W� ;L �'� ���-p :� ereeN R. ��(.4 .\ F� �I II ,I�'. I)1 /�/J I 9,I i,I ,,-" STREASI ark ��/ "., e i, \\i PROPOSED COMPOST AME'.2. `. �" I F 1 1`f,,� EXIST NO PRNAT!- �� i �• ii MOFILTRATNM SWALES(CABS) wEMND TMI C E vl x us �, tr III 11? "j "'� TO '� RERAN Imo'. y o- y ... r J . ,I` f sED COMPOST AMENDED vll!� t\/� tS•�1 REPLACE EwrMo 13 W ,� Vo°,104 (CAB.) ,a(�) • CULveaT c Nw �" r IRAnGN BwALE �.. ij I'It 3lyj U ; .. ' I, �• ,4` ,�,r uNr OS LW mes GCB 2476 t,, 1 i/ °` "I F_ Exhibit F Sheet 8 of 9 h•,Y FISH NPASSIBLE eE�NTHL BTREEOTMCROSSINO,LI,KF LEGEND: WASHINGTON BLVD NE,AND I405 CROSSING STRUCTURES. 050 0 NrENANOE ��. ew ew WFTIAND OBI,GINI NITHIN � ( W9DOT RIGHTOFAWYPROPOSED COMPOST 0 WETLAND BUFFER AMENDED BR#iLTRATION SCALE IN IXISTING STORM > STREAM CENTER LINE _N ,WAIL luml FEET OMW- ODKNARY XIGX WATER PROPOSED STORM r21'A 115' BOUNGRY IX RIGHT OF WAY AND 1-405 STREAM BUFFER i uMITED ACCESS Stormwater Facility Structures RENTON TO BELLEwE PI10Pp9Ep'LW.' u��������� pROPO6E0 RIGHT OF WAY EXISTING CULVERT ••••••••••••�• AND LI EI&O ACCE66 Maintenance Responsibilities Oi AQUIFER PROTECTION AREA- Washington Stab CORRIDOR WIDENING &EXPRESS TOLL LANES ZONE t Department of Transportation �•�•�•�•-••AQUIFER PROT£CTON AREA-ZONE J STORMWATER UTILITY MAINTENANCE RESPONSIBILITY ...,. AMMO T.24N.R.5E.W.M. - UKE WASHINGTON SHORELINE KING COUNTY) CULVERT CULVERT MAWR 4413 S ERC IOC A t 2izveRT CO L13 4 CULVERT OD CD SON EPIC SIG CD 446 / / CULVERT CO SAS CD 431 ERC 2 CO LSI LAKE WASHINGTON SHORELINE CD re, , .._,. . en,-"t-oi NS nt,-rg--TF , . I .11...' - — v.....--... ERC 1 .p OK - 4 , U . 0 r, „„,„,,,,,, !fflatti,..„„,„. if ...., MilfAina ,rnyom."- ---molamar " 1.. _-- potifilegall ,— .....€ giii,,,a.,...,,;,...-.., " _____ ,....-00-0.r•-----7----• - roo. '"4". :111;-•: s".....,....,,,...........,,,i,,7'` ,..j ........ • . _ • -•- ,, . .. . .._- I-- I1.iI1u,. , 4lk, 4 4._.p-..•47.'":.T.----•-- '.-4'4 1 4 4-.•' ....' 41 C--i,t3_19_,--,1'1 111•_1-.,-.,i':4-'---/- GCB ///-_:'./•\1.-':1\'1I':'',i L-1• :•.2476 Stormwater Facility Structures Maintenance Responsibilities Exhibit F Sheet 9 of 9 LEGEND. MI riusami4o":7=irn E WETLAND WSDOT RIGHT-OF-WAT SCALE IN FE T WETLAND BUFFER 3 .. STREAK CENTER UNE 4/ ' .4.4'4. ::4°4/.4 ti -SI—ST- PROPOSED STORM AMA I-405 14 gen 2112.11111,L=WATER eta EA RIGHT OF MT AND TED ACCE ;7774 RENTON TO BELLEVUE STREAM BUFFER 'A.m.-A/MA, MESS NV w= = a W hingt State CULVERT CORRIDOR WIDENING IL EXPRESS TOLL LANES ...., Trr=WAY ason 3 STING 1 Department Of Transportation---- AQUIFER PROTECTION AREA.ZONE 1 STORMWATER UTILITY MAINTENANCE RESPONSIBILITY tlf RESOLUTION NO. EXHIBIT "A" GCB 2476 DESIGN-BUILD COOPERATIVE AGREEMENT DESIGN AND CONSTRUCTION 1-405 - RENTON TO BELLEVUE WIDENING AND EXPRESS TOLL LANES PROJECT 4 CITY OF RENTON, WASHINGTON RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION ("WSDOT") ENTITLED "GCB 2476 DESIGN-BUILD COOPERATIVE AGREEMENT DESIGN AND CONSTRUCTION 1-405 — RENTON TO BELLEVUE WIDENING AND EXPRESS TOLL LANES PROJECT." WHEREAS, the City and WSDOT are authorized, pursuant to RCW Chapter 39.34, the Interlocal Cooperation Act, to enter into an interlocal government cooperative agreement; and WHEREAS, WSDOT, in the interest of providing congestion relief in the 1-405 Corridor, proposes improvements to 1-405 and City streets in the 1405— Renton to Bellevue Widening and Express Toll Lanes Project ("Project"); and WHEREAS, the proposed Project will require WSDOT to perform certain work on City facilities; and WHEREAS,the proposed Project will require WSDOT to relocate impacted WSDOT owned fire hydrants within the WSDOT limited access right of way that connect to the City water system and are utilized by the Renton Regional Fire Authority and/or other fire authorities; and WHEREAS, WSDOT will construct the Project using the design-build method of project delivery; and WHEREAS, the design-build method of project delivery moves faster than in the typical design-bid-build method of project delivery; therefore, expedited City review of the design elements will be required; and 1 RESOLUTION NO. WHEREAS, the City and WSDOT recognize the importance of timeliness in reviews, avoidance of delays, and minimizing costs for the Project, as well as the mutual benefit provided in shortening plan and proposal review times; and WHEREAS, the City and WSDOT desire to enter into an interlocal cooperative agreement to define their roles and responsibilities related to design and construction of the Project; and WHEREAS, the City and WSDOT intend on simultaneously entering into an additional agreement to document WSDOT's commitment to reimburse the City for the coordination of the Project; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO RESOLVE AS FOLLOWS: SECTION I. The Mayor and City Clerk are hereby authorized to enter into an interlocal agreement with WSDOT entitled "GCB 2476 Design-Build Cooperative Agreement Design and Construction 1-405 — Renton to Bellevue Widening and Express Toll Lanes Project," attached hereto as Exhibit "A" and incorporated by this reference. PASSED BY THE CITY COUNCIL this day of , 2019. Jason A. Seth, City Clerk APPROVED BY THE MAYOR this day of , 2019. Denis Law, Mayor 2 RESOLUTION NO. Approved as to form: Shane Moloney, City Attorney RES:1795:1/2/19:scr 3