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HomeMy WebLinkAboutContractCAG -17-131 GCB 2274 COOPERATIVE AGREEMENT Design and Construction 1-405 — SR 167 Interchange Direct Connector Project This Agreement for Design and Construction of the 1-405—SR 167 1 nterchange Direct Connector Project (Agreement) is made and entered into by the City of Renton (CITY) and the Washington State Department of Transportation (WSDOT). WHEREAS, WSDOT, in the interest of providing congestion relief in the 1-405 Corridor, proposes improvements along 1-405 within the CITY in a project known as the 1-405 — SR 167 Interchange Direct Connector project (Project); and WHEREAS, the proposed Project will require WSDOT to perform certain work on the CITY's facilities as described in Exhibit A; and WHEREAS, WSDOT will construct the Project using the design -build method of project delivery; and WHEREAS, the design of project elements in 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 WHEREAS, 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; and WHEREAS, the Project's design -build contract was awarded June 23, 2016, and it is scheduled to open to traffic by the end of 2018; and WHEREAS, the Parties executed a Memorandum of Understanding on September 27, 2004, that describes the Parties' cooperation during design and construction of the 1-405 Congestion Relief & Transit Projects; and WHEREAS, 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, F, and G, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1.0 GENERAL 1.1 WSDOT will construct the Project improvements along the 1-405 Corridor, the general limits of which are described in Exhibit A, Project Description, and shown in (Exhibit B, Conceptual Plans. GCB 2274 Page 1 of 1 t 2.0 ROLES 2.1 WSDOT entered into a contractual agreement with a design -build contractor (Design - Builder) for design and construction of the Project. 2.2 WSDOT will continue coordinating partnering sessions including WSDOT staff, CITY staff, and WSDOT's Design -Builder staff to review coordination processes and performance of this Agreement, as requested. 2.3 WSDOT shall track and respond to all CITY communication requests in a timely manner. 2.4 The CITY Project Coordinator will be responsible for facilitating all Project -related communication between WSDOT and CITY staff as well as CITY review of all Project - related submittals. This coordination of efforts with WSDOT will take place via WSDOT's 1-405 Project Engineer. 2.5 WSDOT's 1-405 Project Engineer, or designee, will be responsible for facilitating all Project -related communication between the CITY Project Coordinator and WSDOT staff as well as providing Project -related submittals to the CITY Project Coordinator. This coordination of efforts with the CITY will take place via the CITY Project Coordinator. 2.6 WSDOT agrees to make presentations to the CITY when 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 Project 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 2197, outlining the details related to 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 9.2, below. 3.0 CITY REVIEW AND COMMENT ON PROJECT ELEMENTS GCB 2274 Page 2 of 11 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), for review and comment by the CITY 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"). 3.1.1 Project Elements include, but are not limited to, design of CITY streets and other associated CITY roadway elements, landscaping, sidewalks, stormwater, water and sewer utilities, streetlights along CITY roadways, CITY street detour routes, noise variance requests within the CITY limits, cut slopes within WSDOT limited access south of 1-405 between SR 167 and SR 515, and right of way permits within the CITY limits. 3.1.2 Designs shall be submitted for review at preliminary and final design stages. Each submittal, including final design, shall consider the CITY's previous review comments to address and incorporate changes as appropriate. 3.1.3 WSDOT agrees that its design and construction of Project Elements shall conform to applicable CITY policies, design standards, standard plans, comprehensive utilities system plans, development regulations, and other applicable requirements of the RMC (excepting the approved street modification identified in Exhibit C). The CITY's review and comment will be limited to such requirements. 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 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. 3.6 The CITY commits to reviewing and returning preliminary and final construction and right- of-way design submittals to WSDOT within a maximum of fourteen (14) calendar days of request for review and final design submittals within seven (7) 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. GCB 2274 Page 3 of 11 3.6.2 The Parties agree that additional review days may be allowed if there is no created delay or cost increase for 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 days 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 days, 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 Project Elements. The City Standards (City of Renton Standard Details dated October 12, 2016) 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 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, February 2015 (UDC), incorporated into this Agreement by this reference. 4.3 The Parties agree to the design of elements that are within the CITY's jurisdiction as follows: 4.3.1 A CITY street pavement section shall be in accordance with RFP 2.7.3.1.1, Local Agency Pavement, attached as Exhibit D. 4.3.2 CITY sidewalks that 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. 4.3.3 The design and posted speed of South 14th Street will be 25 miles per hour. 4.3.4 The design of the relocated South 14th Street between Davis Avenue South and Morris Avenue South will be to the approved street modification identified in Exhibit GCB 2274 Page 4 of 11 C, with a pavement section 18 feet wide described in Exhibit D, and as shown in Exhibit B. 4.3.5 The design of the relocated South 14th Street between rake Avenue South and Davis Avenue South and between Morris Avenue South and Smithers Avenue South shall have a pavement section 12 feet wide as described in Exhibit D, and as shown in Exhibit B. 4.4 Treatment of retaining walls constructed by the Project will be finished as outlined in the 1-405 Urban Design Criteria for 1-405/SR 167 Direct Connector, incorporated into this Agreement by this reference. 4.5 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. 4.6 If WSDOT's Design -Builder proposes a design change to an existing CITY facility (such as a CITY street, sidewalk, trail, streetlight, traffic signal, or utility) WSDOT agrees to present the change to the CITY for review, discussion, and approval. 4.6.1 WSDOT will provide the CITY with plans of any changes to the CITY facilities for review. 4.6.2 These reviews will be conducted in accordance with Section 3.0 of this Agreement. 4.7 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. 4.7.1 The Parties agree to meet in a cooperative spirit to review and discuss the proposed change. 4.7.2 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. 4.7.3 If the Parties can mutually agree on the proposed change and payment responsibilities, WSDOT will implement the change. 4.7.4 The consideration of potential schedule delays, which may result in additional cost, shall be of paramount importance to both Parties. 5.0 CITY OWNED UTILITIES 5.1 Any protection, improvement, deactivation, or relocation of CITY utilities outside of WSDOT right of way, required by the construction of the Project, will be covered under separate agreements. 6.0 STORM DRAINAGE 6.1 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. This report will include a level 3 downstream analysis of GCB 2274 Page 5 of 11 the SW 19th Street drainage system from East Valley Road to Springbrook Creek in accordance with Section 1.2.2 of the CITY Amendments to the 2009 King County Surface Water Design Manual. 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. 6.1.1 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. 6.1.2 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 Section 6.1. 6.2 Permanent highway 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 roadway, and shall be designed in accordance with the Highway Runoff Manual. 6.3 Stormwater Facilities constructed within CITY right of way shall follow the CITY Public Works Department, Surface Water Standard Details and Notes, March 2008. 6.4 WSDOT, working with its Design -Builder, will assure that stormwater management 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 15015200-33, and grading of these facilities shall be coordinated with the United States Department of Agriculture and FAA. 6.5 Project documentation that demonstrates compliance with Sections 6.1 through 6.4 shall be submitted in sufficient time to allow the CITY a minimum of fourteen (14) calendar days to review and provide comments. 6.6 WSDOT shall be responsible for maintenance of all stormwater facilities within limited access right of way, as well as any Stormwater Facility that connects to a CITY storm structure outside limited access right of way. This includes the ` proposed new fish - passable 15' wide culvert, from where it exits WSDOT right of way to the point of connection to the existing CITY 60 -inch storm system at the intersection of SW 19th Street and East Valley Road, and the Rolling Hills Creek channel improvements which will be located in a permanent easement granted to WSDOT. 6.7 The CITY shall be responsible for maintenance of all Stormwater Facilities constructed in the new South 1411 Street right-of-way including the discharge to the wetland tributary of Rolling Hills Creek within WSDOT property (upstream of Culvert 48, between Morris Avenue South and Smithers Avenue South) and the culvert placed in the same tributary to allow flows to pass under the relocated South 14th Street. 6.8 Stormwater Facility structures and the limits of each Party's maintenance responsibility for those structures are shown on Exhibit F. GCB 2274 Page 6 of 11 6.9 The Parties maintenance responsibilities in paragraph 6.6 and 6.7 shall continue in effect after the terminate date of this Agreement. 7.0 TRAFFIC SIGNALS & LIGHTING 7.1 Existing traffic signals will remain operational throughout the duration of the Project, either with permanent or temporary traffic signals. 7.2 Existing lighting on CITY streets will remain operational throughout the duration of the Project. 7.3 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. 8.0 TRAFFIC CONTROL AND DETOUR PLAN APPROVAL PROCESS ON CITY STREETS 8.1 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 of plans, indicating either "approved," "approved with comments," or "not approved, contractor to revise and resubmit." 8.2 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 1-405 or SR 167 that requires traffic control measures on a CITY street between the hours of 7 a.m. and 10 p.m. during Renton River Days and between the third Thursday in November and the second day in January. 8.3 WSDOT shall notify the CITY via Valley Communications Center at (253) 852-2121 at least 24 hours prior to any 1-405 or SR 167 lane closures that will impact City streets. 8.4 Closures of local roads for over 12 hours in duration, subject to the time restrictions in Section 8.2, shall be submitted to the CITY Community and Economic Development Department at least six (6) weeks prior to proposed closures, and require approval by the City Council. 8.5 Closures of local roads less than 12 hours in duration shall be submitted to the CITY Community and Economic Development Department at least one (1) week prior to proposed closures, for written approval from the CITY Community and Economic Development Department. 9.0 WORK WITHIN CITY RIGHT OF WAY OR IN AREAS TO BE TURNED BACK TO THE CITY 9.1 WSDOT will notify the CITY fourteen (14) calendar days in advance of any work within the CITY right of way. 9.2 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. GCB 2274 Page 7 of 11 9.2.1 The CITY inspector shall advise the 1-405 Project Engineer of any non-compliance issues within five (5) calendar days. 9.2.2 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. 9.2.3 WSDOT shall be responsible for all such inspection costs which are included in the permit fees described in Section 10.3, below. 9.3 Project plantings within the CITY right of way shall conform to the CITY's Critical Areas Ordinance, CITY landscape standards, Complete Street guidelines (excepting the approved street modification identified in Exhibit C), 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. 10.0 PAYMENT 10.1 In consideration for the relocated portions of South 14'h Street (Relocated Street) described in Section 4.3 which will not be designed and constructed to City Standards WSDOT will reimburse the CITY a one-time payment (Reimbursement Amount) of Six Hundred Sixty -Two Thousand Nine Hundred Sixty -Five Dollars ($662,965). This amount represents the estimated cost difference, as shown in Exhibit E, Cost Estimate, between the Relocated Street if it were constructed to City Standards less the Relocated Street as it will be constructed by the Project. 10.2 WSDOT agrees to make payment of the Reimbursement Amount to the CITY within thirty (30) calendar days after the effective date of this Agreement. 10.3 Upon submission to the CITY of final designs pursuant to Section 3.1.2, WSDOT shall apply and pay for a construction permit on the form attached and incorporated herein as Exhibit G. All fees shall be paid in accordance with the RMC, as described in Exhibit G. 11.0 PERMITS 11.1 WSDOT, and/or its Design -Builder, shall apply and 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. 11.1.1 Project Elements that require a construction permit. 11.1.2 Exceptions to the hours for development activity (per RMC). 11.1.3 Public works 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. 11.2 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 GCB 2274 Page 8 of 11 the permit is not approved, the CITY will identify the applicable RMC sections or City Standards that the submittals do not satisfy. 12.0 DISPUTES 12.1 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. 12.2 The process to informally resolve the situation shall proceed in the following order. 12.2.1 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. 12.2.2 If dispute resolution is not successful at the level described above, the CITY's Transportation Director and WSDOT's 1-405 Construction Manager shall jointly cooperate to informally resolve any dispute. The CITY Utility Systems Director shall be involved in the resolution of any dispute regarding a utility issue. 12.2.3 If dispute resolution is still not successful, the CITY's Public Works Administrator, and WSDOT's 1-405 Project Director shall jointly cooperate to informally resolve any dispute in accordance with the procedures described in Section 12.3 below. 12.3 If unresolved, the CITY's Public Works Administrator and WSDOT's 1-405 Project Director 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. 12.4 If, 14 days after receipt of the written notice described in Section 12.3, the dispute is still unresolved, the CITY's Public Works Administrator and WSDOT's 1-405 Project Director shall each appoint a member to a dispute resolution panel. These two 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 resolution panel; however, each Party shall be responsible for its own costs and fees. 13.0 INDEMNIFICATION AND HOLD HARMLESS 13.1 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 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. GCB 2274 Page 9 of 11 13.2 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. 13.3 Each Party shall be responsible for their own attorneys' fees, to enforce the provisions of this Section. 13.4 This indemnification and waiver shall survive the termination of this Agreement, 14.0 AMENDMENT 14.1 Either Party may request modifications to this Agreement. Such modifications shall be mutually agreed upon by written amendments and/or supplements to this Agreement. 14.2 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. 15.0 ALL WRITINGS CONTAINED HEREIN 15.1 This Agreement contains all the terms and conditions agreed upon by the Parties to this Agreement. 15.2 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. 16.0 GOVERNANCE 16.1 This Agreement is entered into pursuant to, and under the authority granted by, the laws of the State of Washington and applicable federal laws. 16,2 The provisions of this Agreement shall be construed to conform to those laws. 17.0 EFFECTIVENESS AND DURATION 17.1 This Agreement is effective upon execution by both Parties and shall remain in effect through the design and construction of the Project, 18.0 SEVERABILITY 18.1 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. 19.0 TERMINATION 19.1 This Agreement may be terminated by either Party with sixty (60) calendar days' notice and the written mutual consent of both Parties. 20.0 VENUE 20.1 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 GCB 2274 Page 10 of 11 County, Washington, and only upon exhaustion of the dispute resolution process outlined in Section 12 of this Agreement. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the latest date written below: In Denis L'aw Mayor WASHINGTON STATE CITY OF RENTON�DEPARTMENT OF TRANSPORTATION Date: APPROVED AS TO FORM By: Printed: Shane Moloney Title: City Attorney Date: Ory/ _ C, { I Z -7 ATTEST/ By: ,r Jason r th j City Clerk Date: 7Z-- 2 i 7 Kim—Henry ARA Design -Build & 1406 R 167 Date: APP OVED AS T FORM By: / X04, Sc t Lockwood Assistant Attorney General Date: GCB GCB 2274 Page 11 of 11 GCB 2274 Exhibit A PROJECT DESCRIPTON The Project shall construct two direct connector ramps, one in each direction, between the SR 167 HOT Lane and the 1-405 HOV lane. These ramps shall connect northbound SR 167 to northbound 1-405 and shall connect southbound 1-405 to southbound SR 167. The freeway improvements shall include, but are not limited to, the following: • Reconstructing sections of 1-405 and SR 167 (including the SR 167 northbound to 1-405 northbound ramp and the 1-405 northbound to SR 167 southbound ramp) to open up the medians to make room for the new direct connector ramp. • Constructing HOT/HOV direct connector flyover bridge structure between SR 167 and 1-405. • Realigning the existing loop ramp from northbound 1-405 to northbound SR 167 to accommodate the SR 167 reconstruction. • Widening and seismic retrofitting of the 1-405 bridge over SR 515 (Bridge No. 405/016) or alternatively, replacing the bridge. In both alternatives, SR 515 shall include six lanes, planter strips, and sidewalks. • Rehabilitating Portland Cement Concrete Pavement panels. • Constructing retaining walls in various locations. • Reconstructing a noise wall to the south of northbound 1-405 between SR 167 and SR 515. • Constructing an earthen embankment to the south of northbound 1-405, west of SR 515. • Constructing high performance concrete median barrier from the vicinity of 1-405 MP 2.35 to MP 3.05 and SR 167 MP 25.75 to MP 26.25. • Constructing stormwater treatment and detention facilities. • Replacing the existing Rolling Hills Creek fish barrier culvert in the vicinity of SR 167 MP 26.07 with a fish passable structure in the vicinity of SR 167 MP 25.93 that meets current stream simulation requirements. • Relocating and enhancing the Rolling Hills Creek stream channel along the east side of SR 167 between the existing crossing in the vicinity of 1-405 MP 2.34 and the new crossing in the vicinity of SR 167 MP 25.93. • Constructing mitigation to compensate for unavoidable impacts to streams and their associated buffers. • Providing floodplain storage mitigation in accordance with the permits and the agreement with the City of Renton. • Providing traffic elements such as signing, illumination, ITS, and Toll Infrastructure components. • Reconstructing local City of Renton streets, including South 14th Street and maintenance access, related to the interchange improvements and 1-405 / SR 167 widening. • Reconstructing sidewalks along SR 515 where impacted by construction of foundations for Bridge No. 405/16. • Relocating facilities and utilities including, but not limited to, the City of Renton water mains. GCB 2274 Page 1 of 1 Exhibit A 84TH AVE S ------------ i ------------- *Br.167/128W M.P. 21.31 - 21.35 V 0 BEGIN PROJECT BEGIN SB 167 PAVER CONSTRUCTION SR 167 M.P.21.31 SB 167 TO 84TH AVE S / 167 R1 02166 M.P. 0.04 - 0.28 H cn S 212TH ST TO SR 167 SB r 167 S1 02191cm M.P. 0.17 - 0.45 *Br.167/129 E -S SB 167 TO S 212TH ST 167 R1 02264 M.P. 0.03 - 0.17 *Br.167/129 S -W M.P. 0.12 - 0.17 rl fir i *Br. 167/131.25 M.P. 23.64 - 23.65 SW 43RD / S 180TH I Mr. U.1 s - U.1 r I I I I F_--------------------� I � I I � I I I I -- — — — — — — — — — — — — I KENT RENTON I ; I I I I I I I I I I I I I I I I I _END SR 167 CONSTRUCTION SW 41ST ST TO SR 167 SB SR 167 M.P. 26.26 SB167 252+17 58 20 00' RT Bk — 167 51 02408 M.P. 0.31 - 0.46 NB167 351+99.64 19.00' LT Bk. E167A 10999+42.77 Ahd. END SB 167 PAVER CONSTRUCTION -rim _ �.x�,�,�t,_ �...�_.�_ ____ __ i� _ '■�:. �� tl • � ti I I * BRIDGE NOT INCLUDED, BUT STRIPE THROUGH. I INDEX SHEET NO. PLAN REFERENCE NO. TITLE SHEET NO. PLAN REFERENCE NO. TITLE 1 T1 INDEX AND VICINITY MAPS 39 -" ITS1 - ITS6 ITS PLAN 2 T2 GENERAL NOTES, LEGEND AND CURVE DATA 45 -50 SN1 - SN6 SIGNING PLAN 3 -4 RSI - RS2 ROADWAY SECTIONS 51 -55 BR1 - BR5 DC FLYOVER BRIDGE LAYOUT 5 -10 AL1 - AL6 ALIGNMENT PLAN 56 -59 BR6 - BR9 DC FLYOVER BRIDGE SECTIONS BRI 0 11 -16 PV1 - PV6 PAVING PLAN 60 BRIDGE 405116W FRAMING PLAN 17 -22 EUI - EU6 EXISTING UTILITIES 61 BR11 BRIDGE 405116E FRAMING PLAN 23 -27 PR1 - PR5 ROADWAY PROFILE & SUPERELEVATION 62 BRI2 BRIDGE 405116 DEMOLITION PLAN 28 - 31 DR2 - DRS DRAINAGE PLAN 63 BRI 3 BRIDGE 405116 TYPICAL SECTIONS 32 - 37 MK1 - MK6 PAVEMENT MARKING PLAN 64 BR14 BRIDGE 405116E & 16W ALTERNATE PLAN 38 RWP1 RETAINING AND NOISE WALL PROFILES BEGIN SR 167 CONSTRUCTION ' SR 167 M.P. 24.80 E 167 11075+06.33 DATU 0 500 1000 (NAVD) 88 SCALE IN FEET SR 167 /1-405 INTERCHANGE BEGIN 1-405 CONSTRUCTION 1-405 M.P. 2.32 E405 1186+58.96 Bk.= NB405 1185+95.32, 18.84' LT. Ahd. END PROJECT 1-405 M.P. 3.96 NB405 1272+82.10 a� P. -E. STMP Box 15 Amk wmi� soar Pe.wlmml .P Tran..orwY.n GCB 2274 Exhibit B INDEX AND VICINITY MAPS BNEET SHEETS U E L a' n n V n V WSDOT RIW 8667 4A D �y 13 NA67 RAMP TAPER N -S167 q 0' TO 15' E167 VARIES 8' 11' 11' 11' 11' 8' VAR 4' 12' 8' 4' 12' 8' VARIES 10' 13' 13' 12' 8' 8' TO 14' 15' 4' SH GP GP GP HOV SH SH HOV SH SH HOV SH SH HOV GP GP SH SH GP SH 12' 12' 12' 13' 13' 10' I I I I I 1 I SH GP GP GP HOV SH I EXISTNG EDGE I STRIPE 3 O O 3 70'± 8• ± 36'± O j 11 11 EXISTING FULL DEPTH PAVEMENT O - O - ------------ - - EXISTING GROUND O EXISTING EXISTING 3 EDGE OF PAVEMENT EDGE $ PAVEMENT MATCH EXISTING O -O 13 16 CROSS SLOPE �I, - - _ _ _ _ _ _ _ + l� O ------------ ---- — — ---- — ---- -- 3 11 &RPIVOT POINT & PIVOT POINT 3 ' -- --= _ O O r 13 EXISTING GROUND ----I PROFILE GRADE 11 \\ -EXISTING GROUND ---- PROFILE GRADE PROFILE GRADE & PIVOT POINT \�------------------------- --- \\-- _ - - & PIVOT POINT S R 167 ROADWAY SECTION C NB 1-405 TO SB SR167 RAMP SR 167 ROADWAY SECTION E ROADWAY SECTION A SB167 236+17 TO SB167 240+75 DC -A 22+75 TO DC -A 29+50 DC -13 23+22 TO DC -13 29+50 NB167 336+00 TO N8167 340+50 N -S167 10+00 TO N -S167 18+54 E167 11077+00 TO E167 11079+67 El 67 11106+78 TO El 67 11113+40 SB167 212+40 TO SB167 225+79 WSDOT R/W E167 11075+15 TO NB167 313+40 S A67 I I 12' 12'12' 13' SH GP GP Gam` I I I I O O I 13' HOV SB167 225+79 TO SB167 236+17 VARIES 8' TO 14' MATCH EXISTING CROSS SLOPE EXISTING GROUND E167 11086+12 TO E167 11089+91 E167 11103+23 TO E167 11105+83 E167 NA67 I I I 10' VAR 10' 13' 13' 12' 10' SH�ISH HOV GP GP SH I I 12' TO 15' 8' 1 8'± 1 36'± HOV SH EXISTING FULL DEPTH PAVEMENT I I Off- 0 6 3 I 1 1T ,3 1 PROFILE GRADE EXISTING GROUND & PIVOT POINT SR 167 ROADWAY SECTION B NB167 313+40 TO NB167 336+00 WSDOT R/W VA DITOH I / N -S167 4' 15' 4' VARIES SH GP CISH! GORE I O I I I r�yy 0' TO 12' SBi67 Fll'TO 0' 11' 11' TO 0' I 10' GP GP GP HOV SH 16 O O 17 ^ --r— — — — — — — — — — — II oonou G SB167 240+75 TO SB167 252+17 O DIF I d' 15• R. I d' 15' R. 10' 13' TO 12' 13' TO 12' 10' SH HOV GP GP SH 16 —�, , PROFILEGRADE & PIVOT POINT SR 167 ROADWAY SECTION D NB167 340+50 TO NB167 352+00 VARIES 12' TO 0' VARIES NB117-N 4' 15' 8' OSH I SH SH I I I I I 3 O 11 EXISTING GROUND PROFILE GRADE_ _ & PIVOT POINT __— — — — — — — — — — ROLLING HILLS CREEK NB167-N 13+25 TO NB167-N 27+50 DIF -- I NA 67 4' 15' TO 17' 8' SH GP SH EXISTING EDGES OF PAVEMENT NB 1-405 TO NB SR167 RAMP ROADWAY SECTION F N -N167 11+47 TO N -N167 16+70 ♦ EXISTING GROUND C - PROPOSED POND S2 —' PLANE BITUMINOUS PAVEMENT 1 CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS. 8, THE AREA BETWEEN THE EDGE OF SHOULDER AND THE CONCRETE BARRIER SHALL BE PAVED AND HMA OVERLAY v IN ALL LOCATIONS WHEN THE DISTANCE BETWEEN THE TWO IS 15 FEET OR LESS. THE PAVEMENT ODISTANCE VARIES, SEE PAVEMENT MARKING PLANS FOR LIMITS. SHALL BE THE SAME STRUCTURAL SECTION AS THE ADJACENT SHOULDER. PCCP GRINDING OSIDE SLOPES SHALL BE IN ACCORDANCE WITH CHAPTER 1230 OF THE WSDOT DESIGN MANUAL. BARRIER 9 PCCP GRINDING IN ACCORDANCE WITH SECTION 2.7 OF THE TECHNICAL SPECIFICATIONS. AND GUARDRAIL LOCATIONS HAVE NOT BEEN DETERMINED,AND ARE NOT SHOWN ON THESE PLANS.THE NEW PAVEMENT DESIGN -BUILDER SHALL DESIGN AND CONSTRUCT ALL NECESSARY BARRIER AND GUARDRAIL IN <,� THE DESIGN -BUILDER SHALL DESIGN THE PAVEMENT SECTION IN ACCORDANCE WITH SECTION 2.7 OF THE GCB 2274 ACCORDANCE WITH CLEAR ZONE AND GRADING REQUIREMENTS. SUBGRADE IS NOT SHOWN ON TYPICAL TECHNICAL SPECIFICATIONS. SECTIONS. ADDITIONAL GRADING MAY BE REQUIRED TO PROPERLY DRAIN SUBGRADE INTO ROADSIDE Exhibit B DRAINAGE DITCHES AND FOR GUARDRAIL/BARRIER INSTALLATION. 13 SAWCUT EXISTING PAVEMENT INSIDE OF EXISTING EDGE STRIPE. a -REMOVE AND REPLACE EXISTING CONCRETE BARRIER AS REQUIRED. ,a CONSTRUCT CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH WSDOT DESIGN MANUAL CHAPTER 1510. FILE NAME c:lcaddliblpwlazappe135096_405ph2ldms02231\167pr200_rs01.dgnTIME 1:30:40 PM RENON STATE FED.AID PROJ.NO. ropy DATE 11/25/2015 10 WASH 1-405 / SR 167 INTERCHANGE RS1 5 - 0.15 FEET PLANE BITUMINOUS PAVEMENT AND OVERLAY. ,5 SEE SHEET RWP1 FOR WALL HEIGHTS AND EXTENTS. PLOTTED BY azappe TUAL DESIGN DESIGNED BY A.ZAPPE JOB NUMBER Project DIRECT CONNECTOR 6 ` REMOVE AND REPLACE SHOULDERS WITH FULL DEPTH HMA. 76 MEDIA FILTER DRAIN, SEE SO SHEETS AND RFP. O ENTERED BY R. GREENLEE SHEET INSTRUCTION CHECKED BY C. BARNETT CONTRACT NO. LOCATION NO.�_ Washington te -/' Deportment .'f'Transpanotion of 17 PLANTER STRIP PROJ. ENGR. R. FENTON DATE DATE ROADWAY SECTIONS SHEETS NOT TO SCALE REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX O q E405 NB405 I VAR 12' 12' 12' 6'-10' VARIES 7' 13' 11' 11' 8' SH GP GP HOV SH SH HOV GP GP SH VARIES I � SB 1-405 O I ' I 13 I O I 77 E405 1191+00 TO E405 1193+40 SBI05 DL D�F DL C I I I I I I I I 11'11' 12' 10' VARIES 4' 15' 8' 4' 15' 8' VARIES GP GP HOV SH SH HOV SH SH HOV SH I I I O3 11 I 71 4 O ----- -- _L_ ----- O NBCD I I VARIES 4' 15' 8' SH GP SH I e j DAH I O I O O 3 I OI I 1-405 ROADWAY SECTION G NB405 1186+17 TO NB405 1195+75 NBCD 10+00 TO NBCD 19+80 q q q SB405 NB405 515-N VARIES I I I 10' 11' 12' 12' 8' VARIES 8' 11' 13' 11' 11' 11' 8' 4' 12' 12.5' 12.5' 8' SH GP GP GP HOV HOV SH O SH HOV HOV GP GP GP SH SH HOV GP GP SH EXISTING ' EXISTING GROUND - - - - -EXISTING EDGE OF PAVEMENT ' \ EDGE OF PAVEMENT - --- O EXISTING GROUND � L �� 1 13 �-------_-_-� 4 __--_�-- 13 � 3> _0 -----1------ O PROFILE GRADE 11 PROFILE GRADE 11 PROFILE GRADE & PIVOT POINT & PIVOT POINT 11 & PIVOT POINT 1-405 ROADWAY SECTION K SB405 1213+00 TO SB405 1220+50 NB405 1211+50 TO NB405 1218+50 515-N 53+50 TO 515-N 58+50 NOISE WALL RNV RNV I I I I I 18' 2' SH I I CDITCH NBI05 NBD I I N167 -N VARIES! j EXISTING GROUND VARIES 10' 13' 11' 11' VARIES 14 TO 0' 8' TO 0' 0' 12' 13' O O SH HOV GP GP GORE GP SH O GP SH - - - - - 4'SH - _ ----- - -----------1 _yam 1 I 11 17'� 11 PROFILE GRADE _ PROFILE GRADE PROFILE GRADE PROFILE GRADE & PIVOT POINT & PIVOT POINT & PIVOT POINT & PIVOT POINT 1-405 ROADWAY SECTION H SB405 1201+63 TO SB405 1209+00 NB405 1195+75 TO NB405 1204+50 NBCD 19+80 TO N167 -N 38+75 O 14 R/W SBI05 413 4C NBd05 E c 1 8' 0' TO 15' 11' 11' 11' 12' 10' 4' 15' 8' 4' TO 8' 15' TO 12' 0' TO 8' 13' 11' V o SH GP GP GP GP HOV SH SH HOV SH SH HOV SH HOV GP al j I I I I n I I I 8 I I � I EXISTING PAVEMENT I I O I I c EDGE OF O CL �O O 3 O a - 3 @ 11 73 PROFILE GRADE PROFILE GRADE F & PIVOT POINT & PIVOT POINT I-405 8 ROADWAY SECTION J SB405 1209+00 TO SB405 1213+00 NB405 1204+50 TO NB405 1211+50 s 1 n V n V LEGEND: NOTES: 14ST 10+00 TO 14ST 17+75 NIS -N RNV 5' -SEE SHEET PR5 RIW 7 U' U' / FOR TOP OF BERM SH I NOISE U v MIN ELEVATIONS I � MAINT I 11' VARIES 12' TO 11' 13' TO 8' EARTHEN BERM ACCESS j GP GORE GP SH SEE RFP SE RE SEE �s f 2' SH SECTION M I /1� O I I i EXISTING GROUND ----11----------------- OSIDE SLOPES SHALL BE IN ACCORDANCE WITH CHAPTER 1230 OF THE WSDOT DESIGN MANUAL. BARRIER -- - N167-N 38+75 TO N167 -N 43+64 14MA2 23+00 TO 14MA2 25+50 O V SBi05 NBI05 5A N I I I 10' 11' 11' 11' 12' 12' TO 0' IN 8' 8' 11' TO 0" 13' 11' 11' 11' VARIES 12' VARIES 14' TO 8' SH GP GP GP HOV HOV SH SH HOV HOV GP GP GP GORE GP GP SH EXISTING GROUND I I I �j EXISTING -13 —0 — O EDGE OF PAVEMENT --- O ommff -------------------------------- IT---- \\\\ O --------- 9 1 11 -- - =PROFI O61 & PIVOT POINT SB405 1220+50 TO SB405 1226+76 14A RNV R/W T_ 8' 4' 2'II SH I SHI NOISE WALL -- 11 > EXISTING GROUND PROFILE GRADE & PIVOT POINT S 14TH MAINTANCE ACCESS ROADWAY SECTION M 14MA 10+25 TO 14MA 14+04 14MA 15+24 TO 14MA 17+75 ROADWAY SECTION L NB405 1218+50 TO NB405 1223+71 14%A RIW RNV I 8, THE AREA BETWEEN THE EDGE OF SHOULDER AND THE CONCRETE BARRIER SHALL BE PAVED 7 U' U' ���7 SH I NOISE U v WALL OI I I _ - - 11 I 3 EXISTING GROUND PROFILE GRADE & PIVOT POINT DAVIS CUL-DE-SAC ROADWAY SECTION N 14MA 14+04 TO 14MA 15+24 CL DAV CL 14ST Ct WHIT Ir 2' VARIES 1 VARIES 2' SH I H I I 11 EXISTING GROUND PROFIL�GRADE� & PIVOT POINT SEE PV SHEETS LOCAL STREETS ROADWAY SECTION P LOCAL STREETS DAV 10+00 TO DAV 10+65 WHIT 10+00 TO WHIT 11+00 PLANE BITUMINOUS PAVEMENT CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS. 8, THE AREA BETWEEN THE EDGE OF SHOULDER AND THE CONCRETE BARRIER SHALL BE PAVED AND HMA OVERLAY U v IN ALL LOCATIONS WHEN THE DISTANCE BETWEEN THE TWO IS 15 FEET OR LESS. THE PAVEMENT ODISTANCE VARIES, SEE PAVEMENT MARKING PLANS FOR LIMITS. SHALL BE THE SAME STRUCTURAL SECTION AS THE ADJACENT SHOULDER. PCCP GRINDING OSIDE SLOPES SHALL BE IN ACCORDANCE WITH CHAPTER 1230 OF THE WSDOT DESIGN MANUAL. BARRIER 9 PCCP GRINDING IN ACCORDANCE WITH SECTION 2.7 OF THE TECHNICAL SPECIFICATIONS. AND GUARDRAIL LOCATIONS HAVE NOT BEEN DETERMINED,AND ARE NOT SHOWN ON THESE PLANS.THE NEW PAVEMENT DESIGN -BUILDER SHALL DESIGN AND CONSTRUCT ALL NECESSARY BARRIER AND GUARDRAIL IN <,� THE DESIGN -BUILDER SHALL DESIGN THE PAVEMENT SECTION IN ACCORDANCE WITH SECTION 2.7 OF THE GCB 2274 ACCORDANCE WITH CLEAR ZONE AND GRADING REQUIREMENTS. SUBGRADE IS NOT SHOWN ON TYPICAL TECHNICAL SPECIFICATIONS. SECTIONS. ADDITIONAL GRADING MAY BE REQUIRED TO PROPERLY DRAIN SUBGRADE INTO ROADSIDE Exhibit B DRAINAGE DITCHES AND FOR GUARDRAIL/BARRIER INSTALLATION. 13 SAWCUT EXISTING PAVEMENT INSIDE OF EXISTING EDGE STRIPE. a -REMOVE AND REPLACE EXISTING CONCRETE BARRIER AS REQUIRED. 1a CONSTRUCT CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH WSDOT DESIGN MANUAL CHAPTER 1510. FILE NAME c:lcaddliblpwlazappe135096_405ph2\dms02231\167pr200_rs02.dgnTIME 10:44:47 AM RENON STATE FED.AID PROJ.NO. ropy DATE 11125/2015 10 WASH 1-405 / SR 167 INTERCHANGE RS2 5 - 0.15 FEET PLANE BITUMINOUS PAVEMENT AND OVERLAY. is SEE SHEET RWP1 FOR WALL HEIGHTS AND EXTENTS. PLOTTED BY azappe TUAL DESIGN DESIGNED BY A.ZAPPE JOB NUMBER Project DIRECT CONNECTOR 6 ` REMOVE AND REPLACE SHOULDERS WITH FULL DEPTH HMA. 76 MEDIA FILTER DRAIN, SEE SD SHEETS AND RFP. O ENTERED BY R. GREENLEE SHEET INSTRUCTION CHECKED BY C. BARNETT CONTRACT NO. 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R.5E. W.M. 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I I I I I I I ' X I I I �^I I X- -x-❑ .• x -----fes - ------------- _-='------- ------- - ------------ _------- ------- -------- ---- - _ -------- -- NOTE: -------- FOR CURVE DATA SEE SHEET T2 GCB 2274 I Exhibit B = I D 1 rn a ri f I a _ � 1 Im n 1 •` \ • I 11• E a V .1 G T 1 a i IE 9 1. T n � , I n I CL R I I Q I 1 a T I U J O 1 1 D ' I 1 I I LEGEND: i FT� I 1 1 - - - EXISTING ALIGNMENT FTI 1 I CL N CONSTRUCTION ALIGNMENT I , -•--•--•--•--•--•-• IMPACT AREA LINE r I 1 I - - SECTION LINE - - - - - - - - - - - - - CITY/COUNTY RIGHT OF WAY I 1 1 1 - - - - - - - - - - HIGHWAY RIGHT OF WAY n -- - - - - - - - - - -- r EASEMENT b AD COPY RIGHT OF WAY AND LIMITED ACCESS n _ 15% CONCEPTUAL DESIGN """""""""""" LIMITED ACCESS n NOT FOR CONSTRUCTION V RIGHT OF WAY 0 50 100 SCALE IN FEET NB167 341+43.64 PC .LICv,CI�.G! I N167 -N 10+03.00 PC I DC -B 29+50.00 POE .G! I I I I I I I ' X I I I �^I I X- -x-❑ .• x -----fes - ------------- _-='------- ------- - ------------ _------- ------- -------- ---- - _ -------- -- NOTE: -------- FOR CURVE DATA SEE SHEET T2 GCB 2274 I Exhibit B �mm u z v n )o n V A V 7 r \ \\ \*per 7-7-77 /�_, , , 46 - _.-� _ _ ,,,/ / '� SECTION 19 %' I" \ ii Y• v vv v v v q'. I _ E� / BEGIN 1-405 CONSTRUCTIO %, E405 1186+58.96 = I I \ \ _ ^ v I-405 M.P. 2.32 / v1 2 NB405 1185+95.3 \� i V A � �� `" •�.tie/ vvv vv vv -�-Y vvVvv __ - __�� �" - `y ,'/ / '�\ �� � �`,'`,� ;% I .�� [ - _, _ - _ V / \\ n =- , / \ \ M �, 112 � --$e- C/ TO ;v v v \ \ \ MP 2 �w ycv 4Q� Y ^O NB405 1185+95.32 NBCD 10+00.00 POB o; \ ^/ @ - �'o E405 11.86+57.6 (57.84' -RT) l l '%lv NB405- 1186+65.32 PI- TON ° _n ®1 �67 T - 10+00.00 PC---------- _-N-N167/ \�\ C O NB 140 BDC 10+61.75 (14.00' RT) _ �5 NBCD 12+14.29 PC `� NB405 1187+19.06 PC \ \ \------ ;�, N v v *U 91 P g u7 �v E405 1190+05.89 PC \ S 6 18.3 SB167 252+15.60 POE 6•. END SR'/1'67 CONSTRUCTION N 86. / E167A 10999+42.74 \ \ - �w� SR 167 M.P.26 26 loQ vvNB405-1� - � N6167 351+99.64 POE ° v � ' PI v - V _ � __ :� NBCD 10+00.00 POB j v � �� _ v v \ \ v ��� 195+56.37 PI - _ ' SB167 252+15.60 20.00 RT a / Mp �\ \F� �� --�� E405 1201+20.75 97'LT)- i \ S \ \ o \ \40\ \ \ - \ B405 12 1 62.701P B \ NB167 351+99.64 19.00 LT 11gQ* �� NBA 16+zs:65 Pte\ 9 7 \ SB167 251+20.00 PT 2 WN167 10+75.84 PI 0 \ WN167 17+94.99 PT 2 \ \ y � F �.,N 5167 20+70.00 POE N6167 350+99.17 (44.88' RT) S \ \ NB405 1193+a71 DC -D/53+50.00 POB0 I 00 WN167 11+48.57 PCC * \ \ DC -F '53+50.00 POE BK \ p . \ \ 2 45 \ _ \ \ N 80°49'27" E �� v �, DC -C 53+50:00 20.00' LT Ahd I / /r / ° „ N 50°38'13" E .z� DC 47+86.59 -PT �w v v �T &9 DC -D 53+50.00 (24 00' RT) Ahd / DC -D 59+37.52 PCC / N 1 4048 E.� _g9 v v v �7 ��E4 - TT - �^� / N -N167 17+33.62 PI r NBCD 14+20.65 PI ����.� v \ / SB40 1203+56.13 PC �o II O5 'S 8 °-01- Y X77 1 i DC -D 56,+06.23 PC - \ + _ _ NB167 349+81:98 PI N167 -N 20+52.52 PI d9 25.a I t�C_ _ - _ l� I y 45 ? S 07+1/372 P NB405 \ ------------ / ' I i 49,. - �fr/ N 57°54'02" E / _ - DC-C`5�56.00 POB BC �/ O V[ N F - �� �� �� DC -C 56+4746 PC 5 n / / 4-!5167 18+33 33 PT- _ _,-�T 12 NE / � _ _ _ v, � � �E46,$ _ - _ - � � l7• AT� DC -D 61+22.49 PI �.� o / -V'� 177,7. irk - l r N/ y DCF NBCD 17+42.55 PC a ` - _-_ - + N 71°5737" E k y / WN167 16+70.44 PCC / - - _ _ �_ 50+ j $8 -40 NB405 1200+75.55 P1 r , �� D � 7 72.1 PI r \ \ \ \ / / LINE - - --- --- _- ` ,t OQ N0� 5 NB405 1208+28.69 PI SB167 249+30.91 PI / N167 -N 25fQ:__-- _ a 80° / 5 9 - 8+8 - - - � NBGD 20+21:73- PT- 33'53 ---- - ?0+ �� DCF N 81°7 / NB 1 2.35 PI E -- -_ ,-_ \ •__; \ � ", n�O /' �' 0'r0 � '°/ "_---- 8,U9•E\,: , - - -_ 5.89�PCC P SB167 247+41.58 PRC , / 00+5 6 ,' / ' - E N167= 27+01.13 PI -= 1V6405 199+22.75 �� , x00 =' %> 3 8q 3 R r - • N-5167 16+34.06 PI "S' � 0 � 0+0 -- -_ ti ,- / -...- ` � -- 0 X70., - -_, E 53too 03 N167 -N 28+95.82 PT 6.0 -__ - N 65°15'49'--- N ° 1r�,���" _ _ --_- 0 E '�_ {E' - 0 60+0o- `; --- - - - - -- / I / NB167 347+64.17 PC / / it \ / 8 50'1 E �.rr kx� sy �� - - - _ r . 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N6167 345+11.46 Py/ O % \ k / \ /., POB co ,._ IT/ 14MA-2 23+85.86 PI 14MA-2 22+92.80 POB _ 92.14 (0.00'RT) � [ �� 14ST 16+ ' �' / `l / / w _ = �_ ,�� ��� - �O� "'�/145T 17+90.74 POE / Y / �k k; � .; 114MA-2 23+35.23 PC / W \\ l r _ 4ST 10+00.00 r / � / / N167 -N 14+58.38 P X Z�/ r � �Z : k 51 .. / `Y'L' �� s° 14MA-2 23+19.43 PT a 14MA-2 22+98.44 PC : `� - k�� l / - 1 - 1 ' 14ST 17+18.57 PT A- A- 414 mak' LEGEND: y 47H 1NB167 343+27.59 PI k F --- - Tx /ti k� '`/,- :: j �' Z STA t' /;' ---- EXISTING ALIGNMENT 343 \ li F k it 00 SEF k ki / �� / ��lk �k L ���kl CONSTRUCTION ALIGNMENT 443 - - -- - -- - - IMPACT AREA LINE / k / \ '-_ k . , SECTION LINEk ❑- r - - - - - - - - - - - - - CITY/COUNTY RIGHT OF WAY - - - - - - - - - - HIGHWAY RIGHT OF WAY - - - - - - - - - - - - - EASEMENT NOTE: FILE NAME c:lcaddliblpwlazappe135096_405ph21dms0223W 67prl00_a104.dgn TIME 8:38:12 AM REGIO N STATE FED.AID PROJ.NO. v RIGHT OF WAY AND LIMITED ACCESS FOR CURVE DATA SEE SHEET T2 r,nTF „/25,2n,s 11 NO. 0 50 100 SCALE IN FEET F� Ln J a w Lu 2 rn Lu w 0 0 2. o N Ln m 3" E z a cn Lu z J x U a GCB 2274 Exhibit B cm■ u n kyr T.23N. R.5E. W.M. �♦ /�� END 1-405 CONST 1-405 M.P. 3.28 NB405 1237+08.00 SB405 1242+72.57 PC �l 0 1, _°- S GRA DY r +an no oc , le/ -fill lll / . i Y / / �%" /% • .9 � i C SAM'S CLUB - i _-- SB405 1230+65.30 PT /_ ! ' G05 - ry rr� A,9 - a 'n�nrrr�rrr�rrrrrrrr�rrrnfrr�rrr�rrr�rrnrr�nrrr»rn�rmrrr�rrr�rrnrrr�rrr�rrrnrrrnrfr�rrerr.�s�r>rrrrrrrmrrrrrrmrrmyrrrnrrinrr.•rrrrnrrrrr��' _- - .- Y /` �J% -" � / ', �„ �.. ---' - - -- - - ------ 0 — - - --_-__ - - _, 0X0 -° 3 - 5 1 -- -- - - - - - ---- ---- _ - BENSON RD S ------ .��7 - - ♦ / -------- - _-- -- - N - - ' 227+01.41 PI " SB405 1223 .62 PCC ---- �y • ` NB405 1230+98.46 PT ♦ `�' _ ---------- - - - --- - - 1220+00 - --- � � SB 405 -- _ ' 6= 2951-220+ • DO ----- --- - 2504 N 2g 7 _ - K 31 ------ r - -_ <._- 27+56.40 PI — — NB405 12 ♦ �. ---- -� / ----------- - - --� -- - NB405 1224+07. PCC 55 PCC 1218+64.81 PI \ //////�!y / �%' ♦ 515-N 31 0 0 S.SSEPI NB405 128 PIV�N 61+70.25 NB4 512 0+65.63 (58.67' RT) \ NB405 1220+96.35 PCC ���'�cu'c��'\'�'�.cr \ rl/�[r�a1�/11t[!��v1rt1� � J1� �E �Y�c',�i,������1/���11f1%1 \\ . • �'-,'-'.-' F �'� vy / ' : �♦ \ NOTE: FOR CURVE DATA SEE SHEET T2 GCB 2274 ��NTS \\ i / \\\ i�-� /mss ♦ - �.. Exhibit B 0 50 100 SCALE IN FEET cmm u n T.23N. R.5E. W.M. SECTION 17 CEDARRIVER ti K PARI S6405 124 ;K V , 1 S . j NB4 1248+71.58 P \' GE �mfii7T7Tj ` ' ,, �� \ i i \ p RK \h.IBERTY _ _ '� '��/1 \ /j% 'rim- RFN d \ \ \ - - - _ \, •• �' ,��_/ � � \ � � � __ TO � - '<, .� I i.' I -- - .:--- may--�; •�� •� ---- A \ .� � jiI -�j � ftp � ` lI �j"' rj��• N A!/��� Olin /�� \ ' `� I' � �' I , - - -- - ''sem \moi �`\, � _ '-" __ � II END PROJECT I 1-405 - jilt, 1n� � 1� `' �7TTil7Tl?1 _- 1 � / I �/Tj \,\ �, .,., '`<_�` -�,,� �—__� U I I ___ —_ -- -__ _ _—� �' , �., _ : - v - A� - _ NB405 272 86 - 6" =I _--' +2.10 61 -- SB405 1254+18.86 PT �nj f O�- \ . 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RENTONCARCOUCENTER/////// 1111111 -� i3 � ��,• , / X111 111` \ CENTERVV 1 1 , 1 1 V 1 , \ VV SHARPS 8/4 VFR Q OBD ANN 1 1 1 1 1 1 1 1 / • 1 1 1 1 / • 1 1 1 1 / 1 1 1 , 1 , 1 , 1 1 / / '• 1 1 1 , 1 , 1 1 /•• 11'1 / 1, 1 , LEGEND: 1 / 1 / •• 1 1 1 / 1 1 , 1 , - — - — -- EXISTING ALIGNMENT 1 1 1 1 CONSTRUCTION ALIGNMENT 1 1 -•--•--•--•--•--•-• IMPACT AREA LINE / SECTION LINE 1 1 1 ------------- CITY/COUNTY RIGHT OF WAY / \ - - - - - - - - - - HIGHWAY RIGHT OF WAY I FOR CURVE DATA SEE SHEET T2 0 50 100 SCALE IN FEET GCB 2274 Exhibit B °o �i R.5E. W.M. ! ., 1 1 11 It 1� t '1 , 4 " r �i R.5E. W.M. ! ., 1 1 11 It 1� t '1 , 4 v \ \ T.23N. R.5E. W.M. ! 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J f ��� - - - - - - BEGIN SHOULDER TAPER 74.1 �I I i pq _ _ ----- j BEGIN (RAMP NE TAPER :1 ( I i I ❑ t7 _ - 1Q - --__ — vim._ _ _ _ 4`r_ --- �.J i I I _ - - - - - - _ ----•-------------- l I a I J I j ••-'-- ----�' ,, - I !1 ''� �-_ r ' - —.1 -1 Z1 I \, - SB167 24(2+12 -SB167 226+53 � I I L" -- - —__----04D-LANE-TAP€R 393 _ �; _ +----------------- SB167 --- `- - ----_ I -', _J- END SHOULDER- 1 f I— ! -, 219+97 I 1 I 1 1 p- --'=— -----_ --- __—, _ --- - - ° -- _ ---------_ \ I SB167 240+77 j e ' ' --- ----- ---------_ -- -- -- - - - - — _- - _ - - _ _ -- ( 6a A , END SHOULDER TAPER !' 1 ------- _ — _ --- - _ L� __ 4 - ` rte— -_-- - i BEGIN SHOULDER TAPER 68:1 J111 I I SB767 214+45 I _ i� END SHOULD (TAPER f Id I J - - J , ► -- - - — �- - - - - ------ _ _--- --------------_ = . - - - 1 I� 1 wl r-- 7 -- - - -- ----- -- -- - �r---------- _ _ -- - - - - r --__ - -- f I, 167 213+51 i i I I SB167 222+61 - - ___ -- — __---_ _ 111 __ _ 1/kJ _ . LI/!/!L!/1!!/!/Il!!!!!!/U/1//1!L//L�Il//1/U/U/1! "'. I la's ,s`� __.SR1ii7-2�9+44- -11 _ BEG( I - J 4_1_ __ _I '4 3, �I SEI -167 219+67 = --__, Itr D LANE ADD TAPER--!!�/��//l��y!/!!!!!/! ll7Trrf.�/1{_tty��`/fht'sr/ �i�/yiui -- K_ BEGIN RAMP LANE TAPER 50:1 —"__ _ ' _ -_-- - ------ - ---- _ - ----- ---------- --- / I J € BEGIN ADD LANE 7ll?JTT?lTl?1Tl<S7 L _ y ��ulC!/ I r I Ifj ! BEGIN LANE ADD TAPER 2 _ I BEGIN LANE TAPER 392:1 \ ! I l II BEG( U TA :1 1T?fTl?! 1 �� '�� - /v/<<vly/I�sisll7�jl7• - _-- —_-- - - _----___- I II - �O ll?lT1'?1Tl/T1Tl?7 i77TT/77 ---------- m - I 1Ti771T 1T?71Ti77 1 _ Tl?llTi77lTi77Tl?11Til7Tl?7Tl?1Tl?lTTi771T?lTT/TllTi77 _ - - w 1T/771T?7TT?1TT I »— _ —_ — -- - - - 2 — _ - - - - ----- -z— _-- __ - - - --_- — - —_ - -„-. -I--I � rr�n rr�nrrn�rrrnrr rrT _� -�- - _- = - - - - _ _ .._._-._.__.».�--- 1_ 39+00INE Y 1Ti77Tl?71Ti77Tr/n�"1TiTl1T » - - - - - - - — — — -------- -225+00- 1T?11Ti77TllT7Tl?7 ---—' - - ------------------------- 12'- - --- --- I I --- +00 � � 11' 235+0� _ "1,� •'�s.�s,�s�,xs,�lr�,,�, � .- . ��� e, ?1lT/77T1 i 1T/77TT/77 r — _ - 1 - - - _ _ 12' I- m 12' ----- --- -_---------------------- - - 14 ---- - w - - — _ ---- SB167 LINE — -- r79�1ss�r, cn ---- w 12' rn 12'- 0 12' - - - - - 0 13' 13' 10'- tO 8' MP 25.45 w 12' y 12' w 12 z IJ U I - - --- 12_- 12_ -215+00 .................................... ._.----•-----•-•--•-----•--•--• - — — — — — — — — — — — — — — -------- 10, -- --iWNB167 - - 31500 -- ----- - F- � ��iii�t�/11L1/1!L!/1l11.X1111✓11L1.�11L1.�1lLL/11LL/1111/11L1/11L1/11LL/1(!1/11L1/1(!1/11 I BEGIN LANE TAPER 185:1 BEGIN SHOULDER TAPER 120:1 I I I I I 1.41a. END SHOULDER TAPER END LANE TAPER L1/11LLi11LLi11 LL1llL11L1ii1l I - - --------- - - ---- ---- - - ----NB167 LINE ----------- 19`---- - - 13' 1 _ — — — - - _ —�--�- -- -- --- - --- ----------- MP 25.85 --- ------------ - - ------------- - -- - Yuu I I I NB167 334+65 _12' 4' — BEGIN LANE ADD TAPER 21:1 °`� i - 1 X1/1L/.LlLL/11LL1�1lLL�1lLL�11LL/1111/11LL/1111./11LC/11L1/11LG/11L1/11L[/1lLL/ LL/11L1./L/LL/11L1./1!!L!/1111/11L1/111L/11L1/ LG/l1LC/ I - - '13'• �1llL•LlL1./11L1./1lLGf1lG�/11L1/1!!1/•L�LL/1111�LLlLLL111L/1111.LL(1LLLl1L/1111 1L/1l11C11LL/111L/1111/111L/1/11/.Llll/11LL/1lLL 11LLl.C1LLj�/ _- 1 1�`_/J �Lv.G! I DC -B 28+90 --- -------------- .L! .C! - - - - - - IL.G! �� � DCA 28+9p x N167 -N 10+03 X 12 LINE y 1 ------------------------------��-- �u��{CCi GGi BEGIN LANE TAPER 52:1 1 --------- NB167 330+02 J ---- I-�GU,G� x- _X 1p• Ni .N ff, - - - W I NB167 324+04 NB167 326+54 BEGIN LANE TAPER 98:1 J ---I _ 1! �y -, _r 5' 1 BEGIN LANE TAPER 52:1 O BEGIN SHOULDER TAPER 21:1 END SHOULDER TAPER I --- _ �-�GU,���� y BEGIN LANE ADD TAPER 21:1 END LANE ADD TAPER J I -- '�/L.lf�BEGIN 10+55 OU _X I; J -----_ BEGIN SHOULDER TAPER 101:1 F I NB167 337+15 -- N0167 340+87 0 50 100 SCALE IN FEET I END LANE ADD TAPER BEGIN LANE DROP TAPER 45:1 J BEGIN LANE TAPER 644:1 J I DC -F 30+40 I I END RAMP LANE TAPER --- --- N167 -N 11+60 J----- ���---------- END LANE TAPER -- N167 -N 12+57 ---- I J ---�' ------END SHOULDER TAPER I I I I I x I ' X I I I nn I _ � X I ___ -?--_---------- - - - --- ------------------ -' -->Y --------------------- ---------------- ---------------- 10 -----------_______-__-_- 10 w w _1 v=i w w 15' h 0 'o 10 M 3 M b �e M Z Lu Z J 2 GCB 2274 Exhibit B T.23N. R.5E. W.M.:\ SECTION 19 11 1 L \\\''_• �Y \ \ ,�, \ 7\ - _ - > 'M.l/ /I �. �, I1 11ng q� c r �� • I� iI i ' / \ A� �f�,- � � � ��> <\ \ ' �J��,� � �\ � �\ \-��\�� \\ \� Mp\ \\ •'- \\ '- �EG -4405 B405 118 -JS . / IL - TING ��. 2.3 v ti BEGIN LANE TAPER _ rPA040 1;/! /4o, 5'14tSF95. 18.84' ' , - •,'.k�11 v�1i _ ,' �, \ �y / i �r > C\��` \\ \ ' e / \ \ \ \ v v �<LJ � mar < l J O:� TA 60 � , o �A l l �9 vv v�yAv 405 1186+6i --- BEGIN SR TAPER/NFM <,� % J ---- - �J' �, �� y� �• A\ o° // ,y/ ��� -^ -�� v vv !LJA� E TAPER N 1188+29 VA �b� \ V'� 8 o ° // / / ! ��- S 67 `TO N \\\ 3 \\ END LANE TAPER \ �os �� / / - / i! l•-/�\ \meq _ B \ — \ o v ! 5 '? END SHOULDER B 1- � \ o J� �l � �. � ^ /' S 40 Iyp�BTCH e ?e EXIST! END S f�STRUCTION ��� , x ,r��z' 1� v��s - RF,yT /r i v r 7 E 1670 999+42.74 11• N 191+00 P \ _ er / / \� • / . / ! )�-__ � � �+pp �j � 4 ,� Ne 2�S v� _ BE61 DER .__ \��. � O�c -3 � � , �- / /�/ ��, SR' � 1 4 M.P. 26.26 r`f' �4' /.4p -v- 'y� TAPER 609v�/ �� S X152+17.58 20.00' RT = 1 1y 3• ��� ` RgMp v ��� / / l l ' - �; ,� =� , - \ \1\0 \ \ ,\ \, ,_tel I / / l a \ N/B167 351+99.64 19.00 LT �RqM�� - c C 3, /N -S167 20+70 , \ I MATCH 'EXISTING SB167 251+23 NN167 10+80 END SHOULDER ER 8 � \\ \\_g.Ox < BEGIN LANE TAPER 9.1 � _ N -N167 17+95 �v v �_ J I -,_l / TO v _ _L, - - , N SB405 1204+24 �'� SB767 250+74 /." . I' -v _'2� v v v v v �v --' SB405 204+24 •°� BEGIN RAMP TRANSITION END LANE TAPER - v - 0 •� , 1� \ ' ` \ \ \ \\%' \ �• BEGIN SHOULDER TAPER 50:1 CF END LANE TAPER zi r �V N -N167 11 57 - ��_ v _ vv v� v MATCH EXISTING '"� MATCH ,EXISTING + /LjP\ 0 \ / - 2.v v - - SB495_ 120,3 6 _ B1 7 2 + /. END LANE TAPER �` 4$ �' 1N,SID R T R - .dfi1 + '� BEGIN LANE :1 \� _ ` S 6 50 57r I V \ %LANE �v E TAPER . .. :., - T„ _ - . _ � �� �T -C�- -r 't.• END ADD LA _ - v N - r N 4. 16 �� o :� �*- vv �i'�y%7�j. //SB405 1206+ 0 END LANE TAPER TING SHO TA , \\ \ � MATCHIEXIS1_I �- / / / /lrEND SHOULDER PER \ / _ D SB767 250+18 - ���`� ,'� --�-- - __ -`\- _`�` \� � �- iTj�j� � I _�� /,<, / / �_ _� / ��1? 1 ,-t• -� _ ;z �,\ � , �/ '„ � / k \ -:� -�_ � �- \ � � �, SB405 12('F2+99.25 i� / T � r 77" '' ``'.`---'ENO.S 10U E - \\ r \ END LANE TAPER / I ;/irJ y - �r 9 - / ^G fJ/n MATCH EXIS NG p - T, Z .- R -_ DC -C 58+75 _ 18+ PER 67 6+7 / �� 1y` �� �_ _ Ti _ / END SHOULDER T PER i Ht LDER TA / U BEGN LANE TAPER 140:1 �� 1 - �� - v U Ll - -- _ - �� SB405'a20�+53' \ __ , , . ... ....... \ 1 _ _ N6167 350+69 p • -- ='=-_ ---�� �� o � ' - � � _ BEGIN RAMP TAPER 20:1 r N LI E 25 / ER TAP %,- - 12•. _ 1' - OULD E m < +60 BEGIN SHOULDER TAPER 27� �-�% -_ _ � b _ � 11' - - - �\ SB167 247+54 . ,�/ BEGIN SHOULDER N167-N- �_ \ \ \ 1 " TAPER 123:1 / /! / END SHOULDER:- ER N76 -- % r/l� / / �/ / .' 25+12 END'RAMP AN T 'PE - 3 �/ @ -N 1S 7PER 50:1 SB167 2 54 r / EGIN RAMP LANE A END HOU DIE _J BEGIN to TAPER IN SHQULDER'APER 84:1 w 11 w 56167 246+61 � � � � � / ' : / 4Q � ., 4� LINE � - EG �.....: ----- _ _ \ � D . � - - _ _ ... BEGIN EDGE LV APER 76.1 1 / �- - 1 _- . - -- W / NB167 347+55 _ - NB - _ -- _ - - _ / G END LANE DROP / / � END LANIS TAPER - - _ w N S167 16+26� 1 " / END LANE TAPE a T - k _- '` _ CD BEGIN SHOULDER\ \ == --___ TAPER 35:1 �� / • / �,' ky / ENP _RAMP APER - 70r — _ _ s.::::::: N / / N-00 - 167- / / END HOULDER'' - - - — — — — 15' , F , S \, TAPER N167 -N 20+41 = _ _ - 1 � � � , ' � "°_::. NB OS 1202+74 - - - - -_ - - - - -0- - / /! EGIN'SHOULDER TAPER 70:1 k / �- _ BEGIN ` TAPER 25:1 / J1 LINE - ......... - ••k - 14ST 167-N 19+89 � � / 1f N167 -N 36+10 12' - �N6 SHAULpER T _ \4 _ / . �h.. �'''N -' --- ->`--- - - - - J W f 7i I I ^� I I / / / �X 1 Si X STOP BAR N167 -N 36+60 r OS OS 72 J ' S0`167 243+84 / / _ B �iIN ADD LANE TAPER :1 IY Q / !i%� ?5+' 'j' ! -- / �_ - X= -t T 2 END RAMP TAPER _ F F! -� I' 1 j =` k k/ 38+76 BEGIN RAMP TAPER 24:1 N167 -N 38+87 - vBEGGCiIN SHOULDER TAPER 15�:'1 167-N 17+76 k END 7 -NRA4M0P+07L ANE TAPE R END SHOULDER TAPEREND RAMP LANE T ER N -S167 14+01 -EGIN SHOULDER TAPER 35:1 /A r / / / sy b' ,• / � � ,/ . � / � - - � �� -� - , /� , R' � � - - ,/C;�` / ,:;'/•% y' _ / / / /- - .1 LLi.LICv,Glly,��y� 'O c, -_/ - 1 / rpt �� /�•. �� + NB167 344+22 i l 09 � ;. J r� % IN RAM NE TAPER 23:1, BEGIN LANE T PER 333:1 � - - / -- /� _LEGEND: EXISTING PROPOSED AD COPY 15 0 CONCEPTUAL DESIGN NOT FOR CONSTRUCTION V EDGE OF PAVEMENT GUARD RAILco �, -" Z RETAINING WALLAq CN / Y �\ G_ g` l( / ROADWAY BARRIER167 I'\\ X RAILROAD -TROLLEY TRACKS 343w00 y� / / k v r_ /�� l /k - lk;-r' nth k r) .ham: / � � PAVEMENT MARKING (SKIP STRIPE) S F / / w / \ \__ k' Ok, X' ! PAVEMENT MARKING (SOLID STRIPE) K3 / k X \�� \_ _ " ,%k ` _� _i ,\ �' /(� PAVEMENT MARKING (STOP BAR)cj (CROSS WALK) PAVEMENT MARKING LL/1lL1/1lL1/11L1/.LlL1/1 RIGHT OF WAY AND LIMITED ACCESS GCB 2274 k ?' � ;A \ G k k u l \` LIMITED ACCESS Exh i b i L B - - - - - - - - - - RIGHT OF WAY FILE NAME TIME 10:48:31 AM RENIOON STATE FED.AID PROJ.NO. DATE 1213/2015 M K4 PLOTTED BY azappe 10 ASH I-405 / SR 167 INTERCHANGE DESIGNED BY A. ZAPPE JOB NUMBER iProject Team DIRECT CONNECTOR SHEET ENTERED BY R.GREENLEE _ Waahinglon Stot. OF 0 50 100 CHECKED BY C. BARNETT CONTRACT NO. LOCATION NO. ? Depo '6'2 1' of TmnspoHa ion SCALE IN FEET PROJ. ENGR. R. FENTON DATE DATE PAVEMENT MARKING PLAN SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX -ii T.23N. R.5E. W.M. END LANE DROP TAPER BEGIN RAMP TAPER 50:1 END SHOULDER TAPER BEGIN SHOULDER TAPER 62:1 END HOV LANE TAPER Y-' i- ' BEGIN LANE DROP TAPER 24:1 END LANE DROP TAPER \ NB405 1223+40 / , ,� END LANE DROP TAPER /(y E �- '' ' � '�""•' BEGIN LANE DROP TAPER 251 �� ............. SHOULDER TAPER BEGIN HOV LANE TAPER 1091 ` - / END SHOULDER 515-N 60+60 END SHOULDER TAPER / ter,-;•' ,,�� �' /�� � BEGIN SHOULDER TAPER 10:1 S BEGIN LANEDROP TAPER 27:1 41� END ADD LANE /N; v� I k J I 0 50 100 SCALE IN FEET llool e/- / i r / 6 e. 40or l lie 1po- GRA Dy IV .l Op" ,�,5.11;• ate` �y� ,,� ,y�'s{- �'"" f '" `� lo / NB405 1237+08 MATCH EXISTING NB405 1236+50 END RAMP T ER 0, y / GCB 2274 Exhibit B MEN �u u n fff ♦; / r ♦ ♦ kyr Y �+ i 4 � � rvi •n�, � i' J .r T.23N. R.5E. W.M. SECTION 17 �\ \ /wry' r V v I I 1 01 -END PROJECT- -- � r , r v r ° - _ - 5 M.P.. • . _ P 96 \\ $4 -1272+82.103 20 IX "� � �._� u `` -i_ -e- _-- ��� l " ° -' ___ -- =_K _-- s � ���� ��� -- \Ill �•�, •, _\QQ�\ .\ \ "- ���- _ ��� i ' �/ � r i,/ �� / �' ;` -', Icy I GL/.l1LL•GL(LL/.Lf LL�L!!1/111.X1111/11LL/11LL�1lLL/11LU1!lL1lLL�11LL�11LL�1lLL� 1lLL/.Lll1J.L!!l_ 1!!1,/ �' /! �,<•� „%' �,�° �� � \ L�- LL/ 11LL/1lGL/1lLL/.��11L411LL�1 Tul AD 11---'t_—, • -' I I i i �-" --_lp-- I 11 1 � � � .{I �� � I I I• III I�1 '-- \I 1 1 / 1 \ 1 1 /1 1 \ / 1 / 1 1 , / 1 / • 1 1 1 1 / 1 , 1 , 1 , 1 , 1 , � 1 /1 , / • 1 1 1 , 1 , � 1 / / • 1 1 1 1 1 , 1 , / • 1 1 11 J� 1 , 1 1 / • 1 1 / 1 1 1 , 1 / / • 1 1 1 1 / 1 1 / • 1 1 1 , 1 PAVEMENT / / 1 1 1 ZAIL 1 , G WALL 1 1 � 1 1 \ 1 Y BARRIER 1 � J -TROLLEY TRACKS / • 1 / �, \ 1 IT MARKING (SKIP STRIPE) 1 IT MARKING (SOLID STRIPE) 1 � 1 IT MARKING (STOP BAR) 1 1 IT MARKING (CROSS WALK) / 1 ) \WAY AND LIMITED ACCESS / 1 ACCESS 0 50 100 SCALE IN FEET -------------------- GCB 2274 Exhibit B DEPAR I ME19 I uF C:VIGIMUMI I Y carr Or AICD Ew190—I01iL DEvE[urIGIEIC i enton LUNNELTADMINISTRATIVE STREET MUDIFILATIVN 7 APPROVAL F7 DENIAL EVALUA I iuM FURIIM & DEFLIbluM PROJECT NAME: 1-405/SR 167 Direct Conned Project PROTECT NUMBER: LUA16-000457 PROJECT MANAGER: Vicki Gruver City of Renton Public Workb Tranz,poi tabun Planning & Programming Manager APPLICAM : Ross Fenton Washington state Department of i ransportadon 60010alh Avenue ISE auite zMn Bellevue WA 98004 ZONING CLASSIFICATION: 116-RuAdential j6 DU/ACI and 118-Rciidential (8 DU/AC) PROJECT LOCATION: South 14'h Street betweeii Lake Avenue South and SmiLher5 Avenue South 3thwITIARr OF RhAuEai: Pursuant to RMC 4-9-250D the applicant 6 ragzm5tin6 an Adrnini3trative Mcdifi4Ptiun fr;,n1 RMC 4-6-060 Street Standard3 for South 14`h Strect, a rEAdential Street, a3 part of the Wa3hington State Department uf Transportation (WSDOT) I-405/SR 167 Direct Cunl'ect (405/167 DC) Project. The modification requC.,t 6 described below: • Maintenance access between Eake Avenue aauth and Davis Avenue south (Private); HarnrnencZad cul -de -3a% at the north end of Dayi3 A,,cnae South (Privatu); Alley Street between Davis Avenue South (Private) and Shattuck Avenue South; • Alley street between ahattuck Avenue south and whitworth Avenue aouth; Allcy Strect bctwwcen WhitYrurth Avenue South and Morri3 Avcnuc South; and Maintenance access Between Mus rizo Avenue South and Smithery Avenue SuatFi. BACKGROUND (provided by Applicant): I he q0a/16/ DC Project is the next step towards completing WaDOI's iukwila to Kenton Improvement Project in the Renton area. The purpose for the 405/167 DC Project is to provide a high zcZapan4r vehi%le jHOV) diruct cummucti—Wn that hclp3 tv rulicve Incma3ing curigurtium and detzriurating mobility through the curridur. The 405/167 DC project will construct a new direct cunnectur ramp for the HOV/EApresa toll lane (ETL) traffic travelling in each direniun between the interchange's SR 167 South leg HOT rity of Renton Department of rommunity and Fconomic Development Admin. Adod f'cotio- B -q ... St a -part A 0e111�1e^ 1-aQs/-SR tS7Direct Connect Rrofect-sTRFFTMQD1FlrarrQu IUAIA-WIM7 °eport os ceptemine• 8, 2016 Paye 2 of 5 lannc and thn I-Ap5 nnrth leg un►i lanes. In addition to the direct Connect ramp. kev project elements include reconstructing sections of 1-405 and SR 167 to alien up the medians of these two roadways and create room for the direct Connect ramp. and reconstructing sections of South 14th Street that are impacted by the I-405/SR 167 DC Project. Existing South 14th Street Conditions at Location of Proposed Modified Street Standard Through the project area_ Snuth 14th Street runs continuously for apprGvimataly 1,800 feet from the intersertion with South 15th Street and Lake Avenue South nn the west and the intersection with Smitherc Avenue South on the eact. In addition to the above identified intercertion, South 14th Street alta- hat tee- intercartinnc from west to east with Shattuck, Whit%Ainrth, Marric Avenue South, recper'tively. For thic -actino of Snuth 1A'`- Ctreet, the existing right of way width varies between A7 -feet and 6A -feet, but is =_ cn-netant F0 -feet width bntw_en Whitwnrth and Smitherc Aug=L.es. South lAth Street is a Residential Access and currently consists of a 2 -directional roadway that varies in width between 22 and 26 -feet. There is a no sidewalk or provisions for Darkinp on either side of the existing South 10 Street roadway. Along the north edge of South 14th Street there is a arecast cement concrete barrier that fronts the existing 1-405 noise wall. An open storm water drainage ditch runs along most of the south Side of South 10 Street With arra„ional breaks for property arresS. South 14th Street South Irnproverneatc at LDc2tinn of Propoced Modified Straet Standard The majority of the evicting South 14t Street right of way between Lake Avenue and Smithers Avenue SE will be impacted by the Prnj_rt a=d the adjar-e=t pra-perty will be acquired. a-roperty 1. _nrth of South 1 a4-- ctro_t is within I -AOS limited acr arc. is n1un_d by ►A14ZnQT a=d d^_r net H=ue 2cence „ ff of e_uth 'Ath ctre_t, - At least the first row of adjacent residential properties south of South 14th Street. are being acquired to accommodate the Project. The acquisition area includes all parrelq that have ar-ress off of the impacted portion of the South 14th Street right of Way. The existing arces” to and from City street,, for properties not being acquired for the Projert Will remain ac rurreotly configured. Access to and from thece properties is, and will continue to be, from the evicting crncc City ctreetc (Shattuck, Whitworth, Mnrric, 5mitherc and Davic ctreetc), In order to minimize b^_th the amount _f prapectin= -^--d number of Talbot Hill neighborhood racid--&r, ►AICQQT is prnposing to replace the portions of South 14th Street impacted by the Project by constructing the following alone the south side of the revised 1-405 right of wav: Maintenance acre,,,. between Lake Avenue South and Davis Avenue South (Private); • Hammerhead Cul-de-sac at the north _ad of Davis Ave=lie c=uth (Qriulto); • [Alley] Street between Davis Avenue South (Privatel and Shattuck Avenue South: [Alley] Street between Shatturk Avenl,e South and Whitworth Ave -011e South; • [Alley] Street betweso Whitw-rth Avenue South and Mnrric AV -moue South: and • Uaintenance access between Morris Avenue South and Smithers Avenue South. GCB 2274 Exhibit C Page 2 of 5 Dry of rventon department o1 Lbmmunny ontl rconomrc aeveropment Hamm. M0Zr f.[at:e.. KcZ;m—t Ncport &ace; 1-405/SR 167 Direct Connect t%ject—arRrerrvrourr tMF7MV [OR16-000Mss n=Pert er sept....6er 6, ,Z6i6 Page 3 of :; Because no properties will have direct access onto the relocated South 141h Street, WSDOT 6 proposing w rebuild south 1zF`h street using the F►Iley requirements in the Renton City Code. The proposed roadway would allow for access to Davis iprivatc), Shattock, Whitworth and Morris Avenue south for residents and emergency vehicle;. Out3lde of the3c four avenue3, a maintenance access will be provided for accu55 to umderaruund utilitie3. The proposed du5irm for South 14th StrEet would be 18 -feet wide. This propu5al is wider than thz 16-f;-,crt mini -mum width fur a commercial alley as required in the City Code. The additional VVIdth vvill allow for Safe vzhicle passing along the length available to general traffic. A noise wall ,rJII bE constructed along the north edge of the relocated South 10 Street- with a roadside barrier between the nalse wall and traveled way. The revised City of Renton right-of-way will be a minimum of 43 -feet wide between Shattuck and Morris Avenues. Along the maintenance access_ the paved surfface will be 1/ --feet wide. and the overall richt-cf- way width will vary with a minimum of /-'v-feet. In these areas, the primarT ir3c V"ill be tv provide access to underground utilities, relocated from the impacted exl3ti% South 14th StrEet, and non -motorized connectivity along the north aide of the Talbot Hill neighborhood. All ingress/egress from the public atrcct tz; the maintenance from the publiz street to the maintenance access will be protected by bullard3 to prevent access by unauthorized motorifed vehicles and will include rrm�vabl-C bollards with lucking base a55embly (Ballard Type 1) to fur maintenance and service vehicles when authorized by the City. EXHIBITS: EnhibiL A: Site Plan Exhibits 31 & 6c: Roadway Cross Sections ANALYSIS OF REQUEST: The Section 4-6-060Q.1 allows the Administrator to grant modifications provides the modification, meet the following criteria (pursuant to RIOIC-y-«DD.2): Complian+.e Street Modification Criteria and Analysis a..)u8srandaIjy implements tRe polimy direction of thG policies and ob;Ective3 of the Comprehensive Plan [and Use Element anO tRe Community Design Element anti rRe proposed modification is the minimum adjustment necessary to implement these policies ansa oR;ecti.es. ,i Staff Comment: The Comprehensive Pion sand Gse rlemenr has opplicoare po,icies ,isreff unuer a separate section labeled Promoting a Safe, Healthy, and Arrracrive Community. These porkies auaress walxaare neighborhoods, solery and shared uses. One specific policy supports the approval of the modificarion request. rnis porky is roticy c -.Ste wnicn srates that the goal is to provide "complete srreer'. The requested srmer modification is GCB 2274 Exhibit C Page 3 of 5 rite of Renton Department of rommunitv and Fconomic Development Admin. Modification Reauest Report & t-05/SR 167 Direct Connect Project — STREET MODIFIUI TI^_,u i p e+s_npnn c7 Oeirrt of ceete—!22� n, 7Q, --- -- _ Rage a of s GCB 2274 Exhibit C Page 4 of 5 consistent with the intenrlei use of the street as defined by the complete street standards. b. Will meet the objectives and safety, function. appearance. environmental protection and main*-ainatility intended ky the rode requirements, based upon sound engineering judgment. Staff Comment: ✓ The City's Public Works T-a^sa^—*-'*on section an,4 rommunity an,+ Economic Development section reviewed the proposed South 14'h Street and the surrounding area and have determined that an allev section and a utility access section is suitable for this location. This d-term-'nat'on was hose,4 on the close proximity of t-AQS and the additional properties that were purchased to ensure that remaining properties would not maintain frontooe from the Qronosed alley section. c. Will not be injurious to other propertv[iesl in the vicinity. �t^ff comment: There are no identified adverse impacts to other properties from the requested modification given that WSDOT has Qurchased the nrooerties surroundina the 12--12osed Cou*+h 1 "th street. d. Conforms to the intent and purpose of the rode. ✓ Staff Comment: See comments under criterions 'a' and V. e. Can be shown to be justified and required 'For the use --nd sittua*-ion int -ended: and ✓ c±aff romment: 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 criteria- V. GCB 2274 Exhibit C Page 4 of 5 C.'ty of Rc..ta.. Ucpvit...e..t of UU7Jcrp...c..t A$—d... TWvaTmC.a.. Rcyac.0 Repan & Uv— ..fv., r-wus/aR167VrrectConnect rroject-3jX& Tm0arr1 rrary C13x16-01X1457 Report of September s, ZA page U of D DECISION ThE propo3al satisfies 6 of the 6 criteria li3t1d in RMC 4-9-250D.2 fur the reque3ted mudifia.ativn. Thcrefvre, the street ...udificatiuns fur the 1-405/SR 167 Direct Connect Project located at South 14;h Street between Lake Avenue South and Srnither3 A„enue South, Project Numbzir LUA16-000457 6 approved as proposed. 08/15/2016 Brianne Bannwarth_ Development Engineering Manager Date i he decision to approve the motlificadon will Become final if not appealed in writing «gether with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady way, Renton, WA 98057 on ur before 5:00 pm, on Ausu;t 26, 2016. Additional information regarding the appual prucza3 may be vbtalncd frurn the Rcntvn City Clerk -5 vfficz, Rcntun City Hall — 7th Flour, 425.430.6510. If you have any further quebtionb regarding thio dEcision, feel free to Contact City of Renton Public Work, TranbpoUtadon Planning & Programming Manager_ Vicki Grover, at 425.430.7393 or vgrover@rentonwa.gov. GCB 2274 Exhibit C Page 5 of 5 GCB 2274 Exhibit D Washington State Department of Transportation 1-405 / SR 167 Interchange — Direct Connector Project REQUEST FOR PROPOSAL Technical Requirements December 17, 2015 2.7.3.1.1 Pavement Sections Local Agency Pavement The compacted depths of new Local Agency pavement shall meet Local Agency design requirements. If the Local Agency does not have design requirements, the minimum pavement thickness shall be as shown below. The new pavement type shall match existing adjacent pavement that is to remain: • E Valley Road: 0 0.85 foot HMA Class 1/2 -inch, PG 64-22, over 0 0.65 foot CSBC. • Concrete travel lanes and shoulders: 0 0.75 foot PCCP with epoxy coated dowel bars, over 0 0.35 foot CSBC. • S 14th Street, other HMA travel lanes, truck parking, and driveways for truck traffic: 0 0.50 foot HMA Class 1/2 -inch, PG 64-22, over 0 0.50 foot CSBC. • Shoulders: 0 0.35 foot HMA Class 1/2 -inch, PG 64-22, over 0 0.65 foot CSBC. • HMA driveways and parking for passenger vehicles: 0 0.35 foot HMA Class 1/2 -inch, PG 64-22, over 0 0.50 foot CSBC. Concrete driveways or driveways in combination with concrete sidewalk shall be constructed in accordance with the appropriate standard plan. Miscellaneous Pavement Minimum thickness for pavement not specified elsewhere in this Section, such as emergency vehicle U-turn and maintenance access roads, that will carry vehicular traffic shall be as follows: • 0.35 foot HMA Class 1/2 -inch, PG 64-22, over 0 0.35 foot CSBC. South 14th Street Mitigation Estimate ESTIMATE unit costs based on bid tab analysis for past year & June 2016 construction cost recap, adjusted upward for small quantities South 14th Street amenities not provided sidewalk ((length x 5 ft wide) / 9 sf/sy) x $150/sy $75,000 curb & gutter length x $50/If $45,000 ramps 6 each x $4000/e $24,000 luminaires & power lump sum $35,000 subtotal $179,000 Maintenance Access cross section and amenities not provided HMA Ovolume x 2 tons/cy x $90/ton $21,184 CSBC Ovolume x 2 tons/cy x $30/ton $7,061 sidewalk ((length x 5 ft wide) / 9 sf/sy) x $150/sy $55,167 curb & gutter length x $50/If $33,100 ramps 4 each x $4000/e $16,000 stormwater pipe length x $80/If $52,960 catch basin 6 each x $1800/e $10,800 excavation ((length x 4 x 2) / 27 cf/cy) x $30/cy $5,884 luminaires & power lump sum $24,850 subtotal $227,006 TOTAL $406,006 PE (8%) $32,481 Mob & Profit (15%) $60,901 Contingency (4%) $16,240 Right of Way (see Parcel Value Analysis) SF = 12,550 @ $11.74 $147,337 GRAND TOTAL $662,965 [RECAP: $76.58/ton] [RECAP: $23/ton] [avg low bid $130] [avg low bid $35] [avg low bid $3615] [avg low bid $67] [avg low bid $1687] [RECAP: $21.14/cy] GCB 2274 Exhibit E Cost Estimate Page 1 of 3 South 14th Street Mitigation Estimate NEW South 14th Street 14MA LINE (Davis to Shattuck) 14+05 to 17+95 14ST LINE (Shattuck to Morris) 11+82 to 16+92 NEW Maintenance Access 14MA LINE (Lake to Davis) 10+00 to 14+05 14MA-2 LINE (east of Morris) 22+98 to 25+55 extrapolated GEOMETRY Conceptual Plans -- RS2 (roadway sections) and AL4 (alignment) Roadway Pavement Sections per RFP 2.7.3.1.1, Pavement Sections width (ft) depth (ft) South 14th Street 18 0.50 Maintenance Access 12 0.35 0 6.0 0.15 Maintenance Access reduced geometry width (Owidth x length x depth) (6.0 x 662 x 0.50) cross section (width x length x Adepth) (12.0 x 662 x 0.15) 0 HMA & CSBC volume 0 = 27 cf/cy feet 390 510 900 405 257 662 cubic feet 1986 1191.6 3177.6 cubic yards 117.69 GCB 2274 Exhibit E Cost Estimate Page 2 of 3 Parcel Number Lot Size (SF) Land Value cost per SF 33404-01530 6,120 $80,000 $13.07 33404-01535 5,782 $80,000 $13.84 33404-01573 5,318 $80,000 $15.04 33404-01577 9,135 $104,000 $11.38 33404-01578 5,882 $80,000 $13.60 33404-01607 9,031 $85,000 $9.41 33404-01600 9,631 $85,000 $8.83 72316-00040 4,678 $74,000 $15.82 72316-00045 6,000 $80,000 $13.33 72316-00125 6,000 $80,000 $13.33 72316-00100 6,000 $80,000 $13.33 72316-00205 4,000 $74,000 $18.50 72316-00215 8,000 $80,000 $10.00 72316-00285 6,000 $80,000 $13.33 72316-00280 4,000 $74,000 $18.50 72316-00390 14,000 $85,000 $6.07 72316-00400 6,000 $85,000 $14.17 72316-00460 8,000 $5,000 $0.63 72316-00445 12,000 $10,000 $0.83 PARCEL VALUE ANALYSIS Average $/SF $11.74 South 14th Street Mitigation Estimate Right of Way Differential (SF) 1,650 3,270 180 585 1,352 1-405 336+53.86 (322.28' RT) 638 275 145 - 30)([336+541 - [334+36]) = 3.270 sf, 4,600 0 Lots sampled for land value �15 3 `ill ya4D 15115 \ `3340#©15 4 \ 3 04 01 0 Jr, 3_401 `+ 9 3ti'4 r,-Fpl S� I 3 334090154 3 34 040 15- 0 0 r n 3 P1404D 15 v 6D1� I: 1111= 4D4011595 I C3133404015 s 3940,01597 I 3340401585 160031 7I2316001-0 _�1_e0Pp 207231600140� z;1 PDD3v 1 I I 7231600195 7231600/30 231600035 72 31600 zs 7z 316002oG 731 nDi7'_r 1 I-i'r�40 lr 25 ,1 G0 _31ii II _1 7231600220 231500060 7231600 4S 7231 -7231600225 231600066 72316000§5 II 7231600230 23160006 7231M)[) ..5 7231600245 231600070 I I I F71316 [b0 _' i 1i�1�04C� zs16�aD43u7 o 723160042577 r F-71316OG424 L�5 - 334 D4 014 5 222000311 334040124D 722200631 MoU027- 334D 7 220002 5 40+40533404014 634 D4 0141 tr334Da 01417934040 1-715 N 72220402.07222 - 334D' D14P7 0 0 _ �23G 00313 7122000307 N h 34G4�124639404U 12;75 3340401426 72220002fS. ®o :722200 0216 IYIY� 3j4D4D 14 L'� �, r.l data from King County Parcel ViewerProperty Report -- 2015 assessed values 1-405 340+89,33 (269.60' RT) +, 1-405 340+63.361 j 117-9RT) 23610 , 1-405 340+29.02 (275.43' RT) J +97.03 289.23' RT - [(17 + 5)1 2](1339+681- [339+10]1 = 638 sf /11J1 E y� T 236173 ( ) 23613CK 1-23616 d 11f� 1,-236126.5' 1-405 338+26.15 (316.19' RT)-�� _ f .' 1- (45 - 40)1[340+233 - [338+68]) = 275 sf 12,550 ` 30' '3+31.45 (335.44'RT) 1i45x8pr2=150 - i- 3606 4-405 337+17.41 (373.4"TY7�- -1-405 334+36.05 (344.97' RT) Davis' w w 334+311- [333+66]p 1 GCB 2274 Exhibit E Cost Estimate Page 3 of 3 .. 3.a... z. Drr- 39+10.44 310.82' RT) $ + 1-405 340+22.90 (315.78- RT) r� = r ' 1-405 337+42.38 ( 376.85' RT) .. 5E P� ; 1 E SEG. 191 CO U q SEC.19 T.23N. R.5E. W.M. DRAINAGE REFERENCE SUMMARY DESCRIPTION PROFILE/DETAIL SHEET(S) TRUNK 3 DP02 TRUNK 4 DP02 TRUNK 5 DP03 TRUNK 6 DP03 TRUNK 7 DP04 TRUNK 8 DP04 0 50 100 SCALE IN FEET PRELIMINARY NOT FOR CONSTRUCTION FILE NAME c:1pwworking\nail_x_ejacksonXd0321992XC8811_PS_DR08.dgn LEGEND DRAINAGE STRUCTURE ID DRAINAGE STRUCTURE ID 1 CONTINUED ST ST STORM SEWER PIPE UD UD— UNDERDRAIN PIPE — DP — DP — DRAIN PIPE ❑ CATCH BASIN m GRATE INLET ® DROP INLET Q MANHOLE > - DRAINAGE DITCH - COMPOST AMENDED JOB NUMBER BIOFILTRATION SWALE ® MEDIA FILTER DRAIN - EXISTING STORM TO BE REMOVED OR ABANDONED FILE NAME c:1pwworking\nail_x_ejacksonXd0321992XC8811_PS_DR08.dgn \ \ i `'_ �� i f o 49794 �p x,'ISTC� �� 0 DATE P.E. STAMP BOX DATE P.E. STAMP BOX � MA Washington State Department Of Transportation 1-405 /SR 167 INTERCHANGE DIRECT CONNECTOR TIME 1:01:18 PM REGION STATE NO. FED.AID PROJ.NO. PLAN REF NO DR08 DATE 1/23/201717 10 W AS PLOTTED BY EJackson DESIGNED BY J. TURCOTT JOB NUMBER SHEET OF SHEETS ENTERED BY E. JACKSON CHECKED BY J. ZIGWEID CONTRACT NO. C8811 LOCATION NO. PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 1/27/16 DRAINAGE PLAN REGIONAL ADM. L. ENG REVISION DATE BY 0 0 0 C:, v z SEC.19 T.23N. R.5E. W.M. DRAINAGE REFERENCE SUMMARY DESCRIPTION PROFILE/DETAIL SHEET(S) TRUNK 18 DP09 TRUNK 19 DP10 TRUNK 20 DP10 TRUNK 21 DP11 TRUNK 22 DP11 TRUNK 23 DP12 c4 TRUNK 24 DP12 I I TRUNK 25 DPI TRUNK 26 DP13 L_ TRUNK 27 DP14, DP75 TRUNK 28 DP15 TRUNK 29 DP16 NOTE: 1. SEE PLAN SHEET DD141—DD145 AND DP141—DP142 FOR DRAINAGE RELATED WORK ON 14TH ST. -- i�� 0 50 100 SCALE IN FEET PRELIMINARY NOT FOR CONSTRUCTION FILE NAME c:\pwworking\nai\_xjzigweid\d0321992\CB811_PS_DR11.dgn LEGEND DRAINAGE STRUCTURE ID RI �1 DRAINAGE STRUCTURE ID I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR CONTINUED —ST—ST— STORM SEWER PIPE —UD—UD— UNDERDRAIN PIPE —DP—DP— DRAIN PIPE ❑ CATCH BASIN LEI GRATE INLET ® DROP INLET 0 MANHOLE — DRAINAGE DITCH — COMPOST AMENDED BIOFILTRATION SWALE ® MEDIA FILTER DRAIN EXISTING STORM TO BE REMOVED OR ABANDONED FILE NAME c:\pwworking\nai\_xjzigweid\d0321992\CB811_PS_DR11.dgn \i \ I Tr' KdSp�l � ,� - f 39714 Ff, c'ISTez� 10,\L e` DATE P.E. STAMP BOX DATE P.E. STAMP BOX Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 3:25:23 PM REGION STATE FED.AID PROJ.NO. PLAN REF NO DR11 DATE 1/24/2017 PLOTTED BY JZigweid 10 WAS. DESIGNED BY J. TURCOTT JOB NUMBER SHEET OF SHEETS ENTERED BY E. JACKSON CHECKED BY J. ZIGWEID CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A — PRELIMINARY REVIEW 1/27/17 DRAINAGE PLAN REGIONAL ADM. L. ENG REVISION DATE BY SEC.19 T.23N. R.5E. W.M. - TRUNK 23 SB405-SB STA. 25+79.94 (47.95' LT) I)RAINAGF RFFFRFNCF SUMMARY DESCRIPTION PROFILE/DETAIL SHEET S TRUNK 22 DPI1 TRUNK 23 DP12 TRUNK 24 DP12 TRUNK 30 DP16 TRUNK 31 DP16 TRUNK 32 DP16 DP17 TRUNK 33 TRUNK 34 DP18 DP19 TRUNK 35 TRUNK 36 DP19 TRUNK 37 DP20 POND S2.3 DD11A, DD11B CABS S2.3 DD22 NOTE: 1. SEE PLAN SHEET DD141-DD145 AND DP141-DP142 FOR DRAINAGE RELATED WORK ON 14TH ST. 0 50 100 SCALE IN FEET — • LEGEND � A,y� DRAINAGE STRUCTURE ID �� N167 -N ST EXISTING MANHOLE)//l//// �'� jY� DRAINAGE STRUCTURE ID _� �/ a �.� � CONTINUED co ADJUST RIM TO GRADE J J///� d %/�y ST ST— RIM T — STORM SEWER PIPE RIM ELEV. 55.51 UD UD UNDERDRAIN PIPE G S >� -- DP — DP — DRAIN PIPE SEE NOTE 1/ 5 O/��� �'�l'--- ❑ CATCH BASIN LS m GRATE INLET ® DROP INLET O MANHOLE > - DRAINAGE DITCH - COMPOST AMENDED PRELIMINARY BIOFILTRATION SWALE ® - MEDIA FILTER DRAIN NOT FOR CONSTRUCTION EXISTING STORM TO BE REMOVED OR ABANDONED FILE NAME c:lpwworkingXnail_xJzigweidld0321992XC8811_PS_DR12.dgn TIME 9:46:28 AM RENd REGION STATE FEDO..AID PROJ.NO. r \\ \ I PLAN REF NO DATE 1/25/2017 10 WAS �. Ns/j �� PLOTTED BY JZigweid � �- - ; � I-405 / SR 167 INTERCHANGE DR12 DESIGNED BY J. TURCOTT JOB NUMBER DIRECT CONNECTOR Washington State SHEET ENTERED BY E. JACKSON ti 39714 CHECKED BY J. ZIGWEID CONTRACT No. LOCATION No. �'r ��13TCA�\'v' Department of Transportation OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 1127/17 C8811 �\ DATE DATE DRAINAGE PLAN SHEETS REGIONAL ADM. L. ENG REVISION DATE BY I I P.E. STAMP BOX P.E. STAMP BOX CITY 4F DEPARTMENT OF COMMUNITY Renton AND ECONOMIC DEVELOPMENT 0 SUBMITTAL REQUIREMENTS CONSTRUCTION PERMIT APPLICATION PER ORDINANCE NO. 4345 Planning Division I Development Engineering Section 1055 S Grady Way — Renton, WA 98057 Phone: (425) 430-7200 1 www.rentonwa.gov 1. Fill out Construction Permit Application form and Construction Permit Cost Breakdown form. It is required that you provide your best estimate on the cost of proposed improvements to water (if the project has City of Renton water service), wastewater (if the project has City of Renton wastewater service), stormwater, and transportation facilities, both on-site and off- site. 2. Pay the inspection/approval fee, as determined on the attached Construction Permit Cost Breakdown form, at the 6th floor Customer Service Counter of Renton City Hall. You may call (425) 430-7266 beforehand to verify the fee. You will be given a receipt for the payment. 3. Deliver a copy of the inspection/approval fee receipt to the 6th floor Customer Service Counter of Renton City Hall along with your sets of utility plans. 4. At permit issuance, a 3% Technology Surcharge Fee will be added to all permit fees. This fee will NOT be collected at the time of plan submittal. I H:\CED\Data\Forms-Templates\Self-Help Handouts\Public Works\Construction Permit Application.dou 08/2015 Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY CITY OF AND ECONOMIC DEVELOPMENT P1tn (--'-R) CONSTRUCTION PERMIT APPLICATION Planning Division I Development Engineering Section Phone: (425) 430-7200 1 www.rentonwa.gov ❑ New Building ❑ Addition to Existing ❑ Tenant Improvement Project Address: Work Description: King County Tax Assessor Number: Legal Description: Square Footage of Entire site Impervious Area Property Owner: Address: City/State/Zip: Phone/Fax: Applicant: Address: City/State/Zip: Phone/Fax: When applying for redevelopment, credit Water meter size: Account No: Information provided by Utility Billing (425) 430-6852 This application does not constitute a permit to work. Work is not to commence until a construction permit is issued. I certify that the information on this application is accurate to the best of my knowledge and I will be responsible for any additional fees resulting from a different valuation. Print Name Signature Date 2 H:\CED\Data\Forms-Templates\Self-Help Handouts\Public Works\Construction Permit Application.dou 08/2015 DEPARTMENT OF COMMUNITY I'll 11of AND ECONOMIC DEVELOPMENT enton =