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/Mk CAG-19-294 Washington State �� Department of Transportation Utility Construction Utility Name&Address • Agreement City of Renton Work by WSDOT — Shared 1055 South Grady Way Cost Renton, WA 98057 Agreement Number Region Control Section UTB 1296 NWR 174303 Project Title/Location 1-405, Renton to Bellevue Widening and Express Toll Lanes State Route Mileposts MP 5.4—Relocate 12-inch water mains in Houser Way N&Lake 405 Washington Boulevard N From MP 7.2—Relocate 12-inch water main&remove/replace 2 fire hydrants at 02.80 to 14.60 May Creek MP 7.4/7.7—Remove/replace/relocate 5 fire hydrants and deactivate/remove/relocate 12-inch water main Lk Wash. Blvd NE MP 7.8—Install/extend 30-inch casing for 12-inch water main MP 3.51/3.53—Install.a spare 3-inch conduit on 2 Bridges (Cedar Ave S/ Renton Ave S) MP 7.5-Install a spare 2-inch conduit along NE 44'h St.at the NE 44th St. Interchange MP 7.5-Install a 2-inch conduit to 3 roundabouts at NE 44th St. Interchange MP 4.9-Remove and install a manhole at NE 8'h St and modify the 12" Sewer Line. Estimated Agreement Amount Advance Payment WSDOT Share CITY Share Amount $366,500 $ not estimated % $366,500 100 % $0 This Utility Construction Agreement (Agreement) is made and entered into between the Washington State Department of Transportation (WSDOT) and the City of Renton (CITY), collectively the "Parties" and individually the "Party". Recitals 1. WSDOT is planning the construction or improvement of the State Route as shown above for the identified WSDOT Design-Build Project (DB Project), and in connection therewith, it is necessary to remove and/or relocate and/or construct certain CITY facilities work (Work). 2. The Work shall be defined as all materials, equipment, labor, contract administration and any other effort required to perform the preparation of engineering design plans, relocation,. construction, protection and/or removal of the CITY's facilities. 3. The CITY is responsible for (1) the cost of the Work for CITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit, or undocumented permission, (2) all betterments, and (3) new facilities. 4. WSDOT is responsible for the cost of the Work affecting the CITY's facilities located pursuant to a documented ownership of and/or interest in real property, such as an easement, fee title, or court finding of prescriptive right, which is impacted by the DB Project, 5. WSDOT is undertaking the DB Project, and the CITY is reimbursing WSDOT, as set forth in this Agreement, for the relocation and construction of certain CITY facilities as outlined in Exhibit A Attachment 2 (Scope of Work). 6. The CITY is responsible for the cost of: (1) May Creek 12-inch Water Main Relocation, (2) MP 7.8 VIC Casing Install/Extension for 12-inch Water Main, (3) spare conduits on the Cedar Ave S and Renton Ave S Bridges, (4) spare conduits at the NE 44th St Interchange, (5) Remove and install manhole on the east side of I-405/NE 8th St in Renton (see Exhibit C-7), and (6) Work affecting the CITY facilities located without a documented ownership of and/or interest in real property (7) all betterments (8) any new facilities 7. WSDOT is responsible for the cost of: (1) relocation of 12-inch Water Mains at the Houser Way/Lake Washington Blvd N area, (2) removal and replacement of two (2) fire hydrants at May Creek, (3) deactivation/removal/relocation of the City's 12-inch Water Main along Lake Washington Blvd NE and removal/relocation of five (5) fire hydrants along the Lake Washington Blvd NE/Lake Washington Blvd N, (4) conduits to the roundabouts at the NE 44th St Interchange 8. It is deemed to be in the best public interest for WSDOT to include the CITY Facilities Work in the DB Project. Now, Therefore, pursuant to RCW 47.01.210 and chapter 47.44 RCW and in consideration of the terms, conditions, covenants, and performances contained herein, as well as the attached Exhibits A , B, and C-1 to C-7, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. PLANS, SPECIFICATIONS, AND BIDS 1.1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall determine and establish the definitions and applicable standards and payments under this Agreement. By this reference this document is adopted and made a part of this Agreement as if fully contained herein. 1.2 Betterment: A betterment is any improvement to the CITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the CITY is solely responsible for the costs of such improvement. 1.3 Accrued Depreciation: Accrued depreciation may be applied to any of the CITY's major facilities, such as a building, pump station, power plant, etc. Accrued depreciation shall not apply to the CITY's primary facilities, such as pipelines, conductors, poles, cable, conduit, etc. If any CITY facility does qualify for an adjustment due to accrued depreciation as defined in Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the costs are calculated according to the formula in the Program Guide. 1.4 WSDOT, acting on behalf of the CITY, agrees to perform the CITY facilities Work in accordance with the 2018 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (M41-10) as amended; Exhibit A Attachments 1 to 3, Special Provisions, as provided by the CITY; and Exhibits C-1 to C-7, Conceptual Plans. WSDOT will incorporate the Conceptual Plans and Special Provisions into the DB Project's Request for Proposals (RFP) in accordance with CITY requirements. The CITY agrees that it has supplied WSDOT with all applicable design and construction standards, codes, regulations, or any other requirements the CITY is obligated to meet, unless otherwise noted. 1.5 The CITY will review and provide WSDOT with the concurrence on the Work Special Provisions (Exhibit A, Attachments 1 to 3) and Conceptual Plans (Exhibits C-1 to C-7) that will be incorporated into the Page 2 of 7 UTB 1296 RFP. WSDOT will advertise the RFP for bids and will be the CITY's representative during the RFP Ad and Award period. When requested by WSDOT, the CITY shall timely assist WSDOT in answering bid questions and resolving any design issues that may arise that are associated with the Work. All responses to comments and requests for clarification that arise during the RFP Ad and Award period shall be managed solely by WSDOT. If the CITY supplied the Work plans and special provisions and standards for the design and construction of the Work, the CITY agrees to provide WSDOT with any addenda required for the Work during the Ad period, to the Parties' mutual satisfaction. 1.6 The DB Project will be completed using the design-build method of project delivery. The final plans and specifications for the Work will be prepared by WSDOT's Design-Build Contractor (DB Contractor) in accordance with the 2018 WSDOT Standard. Specifications for Road, Bridge, and Municipal Construction (M41-10), as amended by Exhibit A-Attachments 1 to 3; adopted design and construction standards, unless otherwise noted; and the Special Provisions and Scope of Work and Conceptual Plans, Exhibit A Attachments 1 to 3 and Exhibits C-1 to C-7. WSDOT will direct the DB Contractor to complete the design of the Work in accordance with such plans and specifications and Section 1.7 herein. 1.7 The CITY agrees to meet with the WSDOT's DB Contractor as necessary to complete the design of the Work. The CITY shall inform WSDOT of all such meetings and WSDOT shall have the opportunity to attend said meetings at WSDOT's discretion. WSDOT shall require the DB Contractor to provide the CITY with the final proposed plans and specifications for the Work. Thereafter, the CITY agrees to review said plans and specifications and agrees to provide written notification to WSDOT and the DB Contractor within fourteen (14) calendar days after receipt whether the CITY approves or has further comments on said plans and specifications. The CITY shall have final approval authority over any plans and specifications for the Work and agrees to work in good faith with the DB Contractor to resolve all issues. 1.8 Any change to the DB Project that may affect the CITY's facilities must be approved by the CITY. 2. CONSTRUCTION, INSPECTION, AND ACCEPTANCE 2.1 WSDOT agrees to administer the Work on behalf of the CITY. The CITY shall have the right to inspect any work pertaining to all aspects of constructing their utilities. 2.2 The CITY agrees to disconnect and/or reconnect its facilities as required by WSDOT when such disconnection or reconnection is required to be performed by the CITY. The Parties agree to define disconnect and/or reconnection requirements, including notification and response in Exhibit A Attachments 1 to 3. WSDOT agrees, as part of the Work, to remove disconnected and/or abandoned facilities at the cost of either WSDOT or the CITY,whichever is responsible for such costs. CITY facilities not removed pursuant to this Agreement shall remain the ownership, operation, and maintenance responsibility of the CITY. 2.3 Salvage: All materials removed by WSDOT shall be reclaimed or disposed of by WSDOT and shall become the property of WSDOT. If the CITY desires to retain such materials and WSDOT agrees, the value of salvaged materials will be paid to WSDOT in an amount not less than that required by the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects. 2.4 The CITY may furnish an inspector for the Work. The CITY agrees that it is solely responsible for all such inspection costs. The CITY's inspector shall not directly contact WSDOT's DB Contractor. All contact between the CITY's inspector and WSDOT's DB Contractor shall be through WSDOT's Project Construction Engineer. WSDOT's Project Construction Engineer may request the removal and/or replacement of the CITY's inspector if the inspector interferes with WSDOT's DB Project, WSDOT's DB Contractor, and/or the Work. 2.5 WSDOTshall promptly notify the CITY in writing when the Work is completed. 2.6 The CITY shall, within thirty (30) calendar days of being notified that the Work is completed: (a) deliver a letter of acceptance to WSDOT which shall include a release and waiver of all future claims or Page 3 of 7 UTB 1296 demands of any nature resulting from the performance of the Work and WSDOT's administration thereof, or (b) deliver to WSDOT written reasons why the Work does not comply with the previously approved RFP Plans and Special Provisions. 2.7 If the CITY does not respond within thirty (30) calendar days as provided in section 2.6, the Work and WSDOT's administration thereof will be deemed accepted by the CITY, and WSDOT shall be released from all future claims and demands. 2.8 Upon completion and acceptance of the Work pursuant to Sections 2.6 or 2.7, the CITY agrees that it shall be solely responsible for all future ownership, operation, and maintenance costs of its facilities, without WSDOT liability or expense. 2.9 WSDOT will prepare the final construction documentation in general conformance with WSDOT's Construction Manual. WSDOT will maintain one set of plans as the official "as-built" set, then make notations in red of all plan revisions typically recorded per standard WSDOT practice, as directed by WSDOT's Construction Manual. Once the CITY has accepted the Work per Section 2.6 or 2.7,WSDOT, upon request by the CITY, will provide one reproducible set of RFP contract as-builts to the CITY. 3. PAYMENT 3.1 In consideration for Work performed under this Agreement, the CITY will reimburse WSDOT a lump sum amount for the actual direct and related indirect costs, including mobilization, construction engineering, contract administration and overhead costs, associated with the Work as shown in Recital 6 items (1) to (8) of this agreement and in the attached Exhibit A Attachment 2 and Conceptual plans Exhibits C-1 to C-7. The lump sum amount for the Work is Three Hundred and Sixty-Six Thousand and Five Hundred Dollars ($366,500), as shown in Exhibit B, Cost Estimate. 3.2 WSDOT agrees that it shall be responsible for all costs for Work as shown in Recital 7 items (1) to (4) of this agreement. 3.3 The Parties acknowledge and agree that WSDOT does not have the legal authority to advance WSDOT funds for the CITY's cost portion of the Work under this Agreement. Should the CITY fail to make payment according to the terms of this Agreement, WSDOT shall have the right to terminate this Agreement, charging the CITY for all associated costs of termination, including non-cancellable items, as well as associated DB Project delay and contractor claims. Such termination shall not relieve the CITY's obligation to timely relocate its facilities. 3.4 The CITY, in consideration of the faithful performance of the Work to be done by WSDOT, agrees to pay WSDOT for the lump sum amount. WSDOT shall invoice the CITY based on progress of the Work until the total of all the invoices equals $366,500, together with any cost increases pursuant to Section 4. WSDOT will provide supporting documentation with each invoice. The CITY agrees to pay WSDOT within thirty (30) calendar days of receipt of an invoice from WSDOT. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final payment, the Parties will resolve any discrepancies. 4. CHANGE IN WORK OR COST INCREASE 4.1 If WSDOT determines that additional Work or a change in the Work is required, prior written approval must be secured from the CITY; however, where the change is required to mitigate a DB Project emergency or safety threat to the traveling public, WSDOT will direct the change without the CITY's prior approval. WSDOT will notify the CITY of such change as soon as possible thereafter. The CITY agrees to respond to all WSDOT change order requests in writing and within fourteen (14) calendar days. The CITY agrees to pay all,change order Work costs for which it is responsible, as well as the costs of DB Project or Work delays and/or subsequent contractor claims associated with the CITY's failure to timely respond as required. 4.2 The CITY may request additions to the Work through WSDOT in writing. WSDOT will implement the requested changes as elective changes, provided that a change does not negatively impact WSDOT's Page 4 of 7 UTB 1296 • transportation system and complies with the Standard Specifications, DB Project permits, State and/or federal law, applicable rules and/or regulations, and/or WSDOT design policies, and does not unreasonably delay critically scheduled DB Project contract activities. 4.3 All elective changes to the Work shall be approved in writing by the CITY before WSDOT directs the DB Contractor to implement the changes, even if an executed change order is not required by the DB Project contract. The CITY agrees to pay for the increases in cost, if any, for such elective changes in accordance with Section 3. 4.4 WSDOT will make available to the CITY all change order documentation related to the Work. 5. Franchise or Permit The CITY shall apply for a franchise or permit for those new or modified CITY facilities that will be located within the State's right of way. After receiving the application, WSDOT will issue the CITY a franchise or permit. 6. RIGHT OF ENTRY 6.1 The CITY hereby grants to WSDOT a right of entry, subject to the conditions in permits required for the DB Project including but not limited to Right of Entry Permit and Civil Construction Permit, onto all lands in which it has an interest for construction of the Work as defined in Exhibits A and C. Upon completion and acceptance of the Work, this right of entry shall terminate, except as otherwise provided in Section 5. No access is allowed until such access is obtained through the permit process. 6.2 The CITY agrees to arrange for rights of entry upon all privately owned lands upon which the CITY has an easement, documented property interest, or permit that are necessary to perform the Work. The CITY also agrees to obtain all necessary permissions for WSDOT to perform the Work on such lands, which may include reasonable use restrictions on those lands. The CITY agrees to provide the rights of entry and applicable permissions to WSDOT within ninety (90) calendar days upon request by WSDOT. Upon completion of the Work on such lands, the rights of entry and permissions shall terminate, except as otherwise provided in Section 5. 7. GENERAL PROVISIONS 7.1 Indemnification: To the extent authorized by law, the CITY and WSDOT shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons and/or property), or costs, of whatsoever kind or nature, brought against the one Party arising out of, in connection with, or incident to the other Party's performance or failure to perform any aspect of this Agreement; provided however, that if such claims are caused by or result from the concurrent negligence of(a) the CITY and (b) WSDOT, their employees, and/or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the CITY or WSDOT, and provided further, that nothing herein shall require the CITY or WSDOT to hold harmless or defend the other or its employees and/or officers from any claims arising from that Party's sole negligence or that of its employees and/or officers. The terms of this section shall survive the termination of this Agreement. 7.2 Disputes: If a dispute occurs between the CITY and WSDOT at any time during the performance of the Work, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fail to produce a satisfactory resolution, the Parties agree to enter into arbitration and/or mediation before proceeding to any other legal remedy. Each Party shall be responsible for its own fees and costs. The Parties agree to equally share in the cost of a mediator or arbiter. 7.3 Venue: 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 proceedings shall be brought in the superior court situated in Thurston County, Washington. Further, the Parties agree that each shall be responsible for its own attorney's fees and costs. Page 5 of 7 UTB 1296 • 7.4 Termination: Neither WSDOT nor the CITY may terminate this Agreement without the written concurrence of the other Party: Should the CITY terminate this Agreement prior to the fulfillment of the terms stated herein, the CITY agrees to reimburse WSDOT for all actual direct and related indirect expenses and costs, including mobilization, construction engineering, contract administration and overhead costs, incurred up to the date of termination, as well as the cost of non-cancelable obligations, work order close out costs, and documentation finalization costs, DB Project delays, and DB Contractor claims associated with the CITY's Agreement termination. Payments shall be made pursuant to the provisions of Section 3. Further, the CITY acknowledges and agrees that should it terminate this Agreement, such termination shall not relieve the CITY from its responsibility to design, remove, relocate, and/or construct its facilities so as not to delay or conflict with WSDOT's DB Project. WSDOT agrees to provide to the CITY all Work-related documents upon final payment by the CITY. 7.5 Amendments: This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless put in writing and signed by persons authorized to bind each of the Parties. 7.6 Independent Contractor: Both Parties shall be deemed independent contractors for all purposes, and the employees of each Party and any of its contractors, subcontractors, consultants, and the employees thereof, shall not in any manner be deemed to be the employees of the other Party. 7.7 Audit and Records: During the progress of the Work and for a period of not less than six (6) years from the date of final payment, both Parties shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the other Party, State of Washington, and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the six-year retention period. • • Page 6 of 7 UTB 1296 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. CITY OF RENTON WASHINGTON STATE DEPARTME T OF TRANSPORTATION By C 4J— By Name Denis Law Name Kim Hen Title Mayor / Title I-405/SR 167 Program Administrator Date G r)/` ! Date /' zZA '�Approved As to Form Appro -. As to For p, Z-4:46 By By Name Shane Moloney Name W. Nelson Title City Attorney Title Assistant Attorney General (� Date /0/f 1 j I Date Attest: • Jaso Seth, ity I k Date /0#7 • ``````1N %11111 q14/4 !od �* w3 E fV f+y� �@4 '',\�1\1\1111111b1j .f\f�,r nnm„ s ORA1 ED S,\ss. Page 7 of 7 UTB 1296 UTB 1296 EXHIBIT A Attachment 1 City of Renton General Design and Construction Standards for Water Main Extensions The design of all water main extensions of the City of Renton Water System shall conform to the design standards and requirements of the City and of the State of Washington Department of Health's latest Water System Design Manual and standards for Group A Public Water Systems. Title 4 of the Renton Municipal Code on Development Regulations, adopted in 1998, is the basis for these Engineering Standards for the design and construction of water main extensions and related appurtenances. These standards set forth minimum standards for the planning, design and construction of water mains and related appurtenances. These standards do not include the design of special facilities, such as pump stations or reservoirs. These special facilities require unique design requirements and will subject to individual review by the Water Utility. Compliance with these standards does not relieve the designer of the responsibility to apply conservative and sound professional judgment. The Water Utility may at its sole discretion due to special conditions and/or environmental constraints, require more stringent requirements that would normally be required. The construction of all City water system improvements shall comply with the City Development regulations and standards, the latest City adopted version of Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction as amended by APWA and by the City of Renton Public Works Department. GENERAL REQUIREMENTS FOR EXTENSION OF WATER MAINS Fireflow requirements The fireflow requirements for a proposed development, redevelopment, tenant improvements, or for other types of building improvements or change of building usage shall be determined by the City of Renton Fire Marshal. A. The City Water Utility will determine the available fireflow using its computer simulated hydraulic model of the City water system. B. The minimum system pressure during fireflow analysis is 20 psi at the fire location and 30 psi throughout the rest of the distribution system. New developments or redevelopment of existing sites are required to meet the minimum City fireflow requirements. The developer shall provide information to the City to determine the fireflow requirements for the development or redevelopment. The developer is responsible for the design and installation of all necessary water main improvements to provide the required fireflow including off-site and on-site water mains. The change of use of existing buildings or areas may also require the installation of the water main improvements. Water main Sizing The diameter of transmission main(s) shall be determined by hydraulic analysis to verify that the main(s) can deliver the required fire flow demand for a proposed development or redevelopment project. The minimum size distribution system line shall not be less than eight inches (8") in diameter and for a looped system and for a future looped system. The minimum size distribution system in single family residential areas shall not be less than eight inches (8") in pipe diameter when the main is serving hydrants and domestic water services. Exception to the minimum diameter might be made in short cul-de-sacs and in areas where looping of a water main is not feasible and when no future extension will be required. In these cases the main stubs could be a minimum of six inches (6") in diameter if no fire hydrants are connected. The sizing of dead-end water main without fire hydrants shall provide sufficient flow to the domestic meters and water services. Water mains in multi-family residential and in non-residential areas shall be sized to provide the required fire flow demand and shall not be less than eight inches (8") in pipe diameter. Water main Oversizing If it is determined that it would be to the best interests of the City and the general locality to be benefited thereby to install a larger size main than one then needed or considered by the owners or developers immediately abutting the street, alley or easement in which such a main is to be placed, then the City may at its own discretion, require the installation of such a larger main in which case the City shall pay the difference in cost between the installation cost of the similar main and of the larger main. Any party required to oversize the water mains may request the City Water Utility participate in the cost of the project. Pipeline Velocities In accordance with the Department of Health (DOH) recommendations, the City of Renton requires that the design of new distribution mains provide for operating velocities less than or equal to eight feet per second (8 ft/sec) under fire flow conditions and other emergency demand conditions, and under peak hour demand. Water Main Extension and Location All water main extensions within the City of Renton will be extended in a manner in and along routes which comply with the City's comprehensive water system plan. All water main extensions shall extend through and across the full frontage of the properties to be served and shall also be extended through and to the extreme boundaries of the properties being developed or redeveloped. Whenever possible, provisions shall be made for looping all existing and new dead-end mains associated with the proposed development or redevelopment projects. An easement with minimum width of 15 feet shall be provided to the adjacent property line or right-of-way for looping of a temporary dead-end main. Preferred location for new water mains in City streets, absent conflict with other existing utilities, is as follows: (a) Water mains to be located on the north or east side of the street • (b) Water mains with diameter of 10 inches or less to be located within the paved area of a roadway and 4 feet from the face of the curb line. (c) Water mains with diameter of 12 inches or larger to be located within the paved area of roadway and 6 feet from the face of curb line. • UTB 1296 Exhibit A Attachment 1 Design& Construction Standards Page 2 of 9 • (d) Fittings (horizontal bends and blocking) shall be used when necessary to maintain the uniform offset from the face of the curb line. Pipe deflection may be used on long radius curve (radius of 500 feet) and shall not exceed one-half of the pipe manufacturer's recommended maximum joint deflection. (e) Water mains shall be installed with no less than three (3) feet cover from finish grade for pipe with diameter of 10 inches or less and with no less than four (4) feet of cover for pipe with diameter 12 inches or larger. Water mains shall have no more than six (6)feet of cover from finish grade. (f) When water mains are constructed on private properties and within paved areas, the water mains shall be located outside of the parking stalls when possible. (g) Easements are required for all water mains to be located on private properties and shall have a minimum width of fifteen (15)feet. (h) Water mains shall be encased in a steel casing when crossing under improvements where the ability to remove and replace the pipe without disturbance to the improvement is needed. Casings are required when water mains crossings occur under rockeries over 4 feet high, under retaining wall footings, under reinforced earth retaining walls, and under railroad tracks. Casings shall extend a minimum of 5 feet past each edge of the improvements, or a distance equal to the depth of pipe whichever is greater. The carrier pipe shall be supported by casing spacers, where casing length exceeds 10 feet. The minimum clearance between the bottom of the rockery and top of pipe casing shall be 2 feet. The trench for the casing pipe shall be backfilled with crushed rocks. (i) Building setback requirements • 10 feet minimum from building and retaining walls to water main • 5 feet minimum from covered parking to water main Clearances from Other Utilities A. All clearances between water mains and other utilities listed below are from outside edge to outside edge if each pipe Utility Horizontal Clearance Vertical Clearance Sanitary 10 feet 18 inches Reclaimed Water 10 feet 18 inches _ Storm 10 feet 18 inches Gas, Electrical Power, 5 feet 12 inches Telephone, Fiber Optics B. Water services shall have at least 5 feet of horizontal separation from sanitary and storm sewer stubs. C. At points where thrust blocking is required, the minimum clearance between the back of the concrete blocking and other buried utilities and structures shall be 5 feet. D. When water main crosses above or below a sanitary sewer line, one full length of water pipe shall be used with the pipe centered for maximum joint separation, and in accordance with Washington Department of Ecology design criteria. E. Horizontal and vertical bends and blocking shall be used when joint deflection would exceed one-half of the pipe manufacturer's recommended maximum deflection. UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 3 of 9 • F. Pipe joints shall be restrained where slopes are 20% or greater. Joint restraint on slopes shall be Megalug restrainer for mechanical joint fittings and tie/rod retainer clamp assemblies for DI push-on joints, or other methods as approved by the City. Anchor blocks per City Standard details shall be used in conjunction with joint restraint system where slope are 20% or greater. Restrained-joint ductile iron pipes shall be used when more than one standard pipe length is installed inside a steel casing. The restrained-joint pipe system shall use a mechanical locking assembly between the bell interior surface and the retainer weldment on the spigot end of the pipe or with an integrally cast restrained joint bell. Gaskets for push-on joint pipe with integrally molded steel teeth or locking segments shall not be allowed for restrained joint pipes. G. A blow-off assembly shall be installed at the end of all dead-end lines 6-inch or less in diameter. A fire hydrant shall be installed at the end of all dead-end lines 8-inch or larger in diameter. H. Air/vacuum relief combination valves shall be installed at local high points in the water main. I Fire Hydrants The following information is provided as a guideline to be used during the design of water main improvements and extensions. The final number of hydrants and their location shall be determined and approved by the City of Renton Fire Marshal, in accordance with City codes, development regulations and good fire engineering practice and standards. A. All buildings constructed within the City of Renton shall be served by fire hydrants installed in accordance with City's codes and development regulations. B. No building permit shall be issued until required plans have been submitted and approved by the City. C. No construction beyond the foundation shall be allowed until.hydrants and mains are in place. D. Existing hydrants that do not conform to current City standard shall be replaced with new conforming hydrants as part of the development and redevelopment projects. E. Buildings, other than single family residences, located with portions of the building more than one hundred and fifty feet (150') in vehicular travel from a fire hydrant shall have additional hydrants installed at the owner and/or developer's expense. F. Fire hydrants shall be located at intersections of public and private roads. The lateral spacing of hydrants along roadways shall be predicated on hydrants being located at the roadway intersections. - G. Single-family residential: The maximum'spacing of hydrants in single-family residential areas shall be 500 feet apart. Hydrant coverage shall be no more than 300 feet to any residential dwellings and the distance shall be measured from the hydrant and along a traveled roadway, access road and driveway to the dwellings. H. Multi-family/commercial: The location of the hydrants and the number of hydrants shall be determined by the Fire Marshal. One hydrant will be required per 1,000 gallons per minute of fireflow requirement. The maximum distance between hydrants in multi-family (including duplex), commercial, industrial areas shall be 300 feet. These hydrants shall UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 4 of 9 be located no closer than 50 feet from the structure and no greater than 300 feet. The primary hydrant shall be no further than 150 feet from the structure. I. Buildings that have a required fireflow of less than 2,500 gallons per minute may have fire hydrants on one side of the building only. J. When the required fireflow for a development or redevelopment project is over 2,500 gallons per minute, on-site fire hydrants will be required and the fire hydrants shall be served by a water main which loops around the building or complex of buildings and reconnects back to a distribution supply main. K. Fire hydrant runs over 50 feet in length must be 8-inch in diameter and be terminated with a tee, plug and hydrant assembly. Fire hydrant run less than 50 feet in length shall be 6-inch in diameter. L. The pumper port of the fire hydrant shall face the street or fire access road. A 3-feet minimum clearance shall be provided around the outside of the hydrant for operation, A 5-feet minimum clearance shall be provided from the outside of the hydrant to concrete walls, structures, utility poles and above grade electrical enclosures. M. A fire hydrant is required within 50 feet of a fire department connection to a fire sprinkler system. N. Fire hydrants shall be installed in conformance with the latest City standard details and specifications. Water Valving A. Water valves for twelve-inch (12") diameter and smaller water mains shall be resilient seated gate valves. Butterfly valves shall be used when water mains exceed twelve-inch (12") in diameter. B. Water valves shall be installed along the distribution water mains at a maximum spacing of four hundred (400) feet and at the intersection of lateral lines. Additional valving may be required for area isolation in order to maintain water service to hydrants and water meters when a section of the water main between the valves is isolated for repairs. C. At water main intersections, valves shall be placed on 4 out 4 legs at each cross, and 3 out 3 legs at each tee (unless tapping an existing main). Water valves shall be located in clusters when possible. D. A water valve may be required near the end of the water main where future extensions are anticipated. E. Water valves should not be placed within the wheel path of vehicle traffic. Water Service All water service and appurtenances shall be installed in accordance to the City of Renton latest Water Utility standard details and specifications. 1. Domestic Water'Service: A. Ownership: The City owns and shall maintain the service line from the tap at the main to the meter, the meter setter, the meter tailpiece, and the meter box. The property owner owns and shall maintain the connection fitting to the meter tailpiece, the service line downstream of the meter tailpiece, and other appurtenances such as pressure reducing valves, backflow prevention assemblies, etc. behind the meter. UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 5 of 9 B. A separate water meter and water service line will be required for each single-family residence, detached accessory dwelling unit, townhome unit, and commercial building. C. All meters shall be the same size as the tap and service connection, unless as otherwise approved by the Water Utility or as shown on the Water Utility's standard plans. D. The minimum allowable size for a water meter to a single family residence shall be 5/8" x 3/4" with a 1-inch service line from the main to the meter. The developer shall verify that minimum pressure can be maintained when service is flowing at anticipated maximum levels and shall increase the size of the meter and the size of the private water service line as necessary to reduce friction losses and drop in pressure. E. The minimum allowable water service to a single family residence with a residential fire sprinkler system shall be 1" x 1". The developer shall check with the fire sprinkler designer to verify the adequate size for the service line and for the water meter to provide the required flow for domestic use and for the sprinkler system. F. The minimum meter and service line for all commercial and multi-family development is 1" x1". G. Water services and meters of three inches (3") and larger, including meter vaults, full- size by-pass piping, valves, and associated piping will be purchased and installed by the developer/contractor under City observation. H. All new mixed-used buildings shall have separate meters for the multi-family portion and the commercial portion of the building. I. If a property owner has an existing meter and needs a larger size service and/or meter, the property owner is responsible for the upsize of the service line and meter and for the abandonment of the existing service connection at the main line. All existing meters that are no longer needed shall be cut and capped at the main line. J. The location and size of the meters shall be shown on the project plans. The sizing of water meters and service lines shall be determined by the developer based on the most recent adopted version of the Uniform Plumbing Code. Water meters shall be located in a level unobstructed area as close to the City main as possible with the distance not to exceed fifty (50)feet. K. Meters to single family residences shall be placed in landscape strips, or behind the sidewalk, and within the right-of-way. Meters shall not be installed within driveways. L. Meters to commercial development should be located near driveway entrances within the right-of-way or within public utility easements in landscape areas, and near access driveways. M. An individual pressure reducing valve assembly (PRV) shall be installed downstream of the water meter in accordance with the City standard details and with the latest edition of the Uniform Plumbing Code when the service connection pressure exceeds 80 psi. 2. Fire Sprinkler Service: A. Fire sprinkler service to all buildings, except for single-family residences, shall be installed by a separate water main connection and service line. B. Fire sprinkler system connections to the City's water system shall be owned and maintained by the property owner, beginning immediately downstream of the gate valve where the system connects to the City's water main. UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 6 of 9 • C. A backflow prevention assembly equipped with detector check meter, also known as a Double Check Detector Assembly (DCDA) shall be installed on all fire sprinkler lines as required by and in accordance with the latest revisions of WAC 246.290.490 or subsequent revisions, the City of Renton Development Standards and Regulations, the City's Cross-Connection Control Program Manual and the City standard details. A Reduced-Pressure Principle Detector Assembly (RPPDA) shall be installed on fire sprinkler line equipped with a fire pump and/or on fire sprinkler system in which chemical addition or antifreeze is allowed. D. When the distance from the point of connection to a City water main to the fire sprinkler riser assembly is less than fifty (50) feet, the backflow prevention assembly may be installed as part of the sprinkler riser assembly and be placed within the building riser room that is adjacent to an exterior wall of the building. The interior installation of a backflow prevention assembly for the fire sprinkler system must be pre-approved by the Water Utility and the installation must conform to the Water Utility standard plans. The location of the backflow prevention assembly inside the building shall be shown on the building plans and on the fire sprinkler plans. The detector meter on the backflow prevention assembly shall be a Sensus Iperl meter with a 520 M radio read conforming to the City's water meter standards. The radio read battery-unit and antenna shall be mounted on the exterior building wall. The building plans and the fire sprinkler plans shall show the cut-out hole on the building wall to accommodate the installation of the radio with battery unit and sensor plate. E. A post indicator valve (PIV) shall be placed at the property line for the fire sprinkler connection between the public water main within the right-of-way and the private fire sprinkler supply line. A PIV shall also be placed behind the backflow prevention assembly for the fire sprinkler system. F. Fire Department Connections (FDC's) shall be placed within fifty (50) feet of a fire hydrant assembly or as directed by the Fire Marshal. G. The fire sprinkler system and supply line shall be designed by a Fire Protection Engineer. Separate plans shall be submitted to the City Fire Marshal for review and permitting. H. Underground fire sprinkler supply lines shall be installed by a Washington State Certified Level "U" contractor in accordance with WAC 212-80-010. 3. Landscape Irrigation A separate landscape irrigation meter and service line shall be installed for all multi- family, mixed-used, commercial development where water is used for landscape purposes and will hot enter the sanitary sewer system. Backflow Prevention Per City Ordinance No. 4312, all irrigation systems, fire sprinklers and other water uses which may or will cause the contamination of the potable water supply by backflow, shall be required to install approved backflow prevention assemblies to meet the requirements of WAC 246-290- 490 "Cross-Connection Control Regulations in Washington State:, and the recommendations of the PNWS-AWWA Cross Connection Control Manual, latest edition, and the City's Cross- Connection Control Program —Appendix G. Requirements may include premise isolation, point of use protection, or a combination of the two. UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 7 of 9 All new multi-family, multiple-use, mixed-used, and commercial buildings or all tenant improvements to existing multiple-use, mixed-used, and commercial buildings shall have a Reduced Pressure Backflow Assembly (RPBA) at the water meter or as near as possible to the water meter for premise isolation. Premise isolation at the water meter by an approved air gap or a reduced pressure backflow assembly is required for all sites utilizing an auxiliary supply. Multi-family and mixed-used projects that require backflow prevention protection are strongly recommended to provide a bypass with equal backflow prevention to avoid interruption or loss of water service during maintenance, testing and repair. All backflow prevention assemblies installed shall be on the State of Washington DOH list of approved backflow prevention assemblies, most recent edition at the time of installation. Satisfactory testing shall be completed upon the installation, repair, or relocation of all backflow assemblies, and annually thereafter. A complete test report must be submitted to the Water Utility or Plumbing Inspector prior to final acceptance. Connections to Existing System A. Connections to existing mains including the installation of in-line valve(s) shall be done by a cut-in tee and valve(s) unless otherwise approved by the City Water Utility. B. When a "wet-tap or live-tap" of an existing water main is authorized by the City Water Utility, water mains shall be tapped by a City-approved "wet-tap" contractor and under the City's observation. Materials for tapping tee and valves are described in the following section for Material Requirements and Construction Standards for Water main Pipes and Appurtenances. Tapping tee shall be made of stainless steel, or full bodied cast-iron Mueller-type tapping tee, or ductile iron mechanical joint tapping tee with outlet flange. C. Size on size tapping tees are not allowed, unless a shell cutter, one size smaller than the existing water man is used. D. Connections to existing mains smaller than 8 inches in diameter shall be made by cutting in a tee, unless otherwise approved by the City Water Utility. Easements for Public Water Main Improvement and Extension A public water utility easement to the City is required for the installation, operation, and maintenance of water mains on private property. The easement shall extend a minimum of seven and one-half(7.5) feet to each side of the centerline of the main, water meters, hydrants. The easement shall be provided on City's standard easement form. Legal description of the easement along with a sketch of the easement shall be stamped and signed by a licensed land surveyor and incorporated in the easement form as exhibits. UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 8 of 9 GENERAL DESIGN STANDARDS AND REQUIREMENTS FOR DESIGN PLANS A. Each fitting or valve shall have end-attachment type listed such as: FL (for flange), MJ (for mechanical joint), FL x MJ (flange by mechanical joint), FL x FL (for flange by flange), PE (for plain-end), etc. Call-outs in order, # of each, diameter, fitting,joint type. For example:1- 8"Tee (MJ x FL), 1- 8"Gate Valve (FL x MJ), 2-8"45° Bends (MJ x MJ) B. List pipe length (from center-of-fitting to center of fitting), size, and material alongside each pipe, i.e.: 150 LF—8" DI. Pipe lengths can be listed on a table shown on the same plan sheet. C. Dimension existing and new water main locations from right-of-way line and/or property line or label stations and offsets. D. Each fitting, valve, hydrant shall have a reference stationing and offset from a street or right-of-way centerline or from the centerline of an easement. E. Blocking- Reference Standard Plans: Blocking shall be shown on the plans at all horizontal and vertical bends, tees, end caps. The sizing of the blocking shall be as shown on the Standard Plans. Joint restraint at fittings and pipes in addition to reduced-sized thrust blocks may be required due to conflict with other utilities, lack of adequate space for support, poor soil, or lack of sufficient soil bearing area for standard size blocks. F. Connection details to existing water mains shall be per the Standard Plans. Reference to the applicable connection details shall be shown on the plans at each connection to the existing water system. Temporary blow-offs and vertical crosses for "poly-pigging" stations shall be called-out on the plans and with reference to the applicable Standard Plans. G. Existing water mains to be abandoned in place shall be capped at each end with a mechanical joint cap or plug. H. All water vaults (for large domestic water meters, backflow prevention assemblies, pressure reducing stations. etc.) shall include design for floor drain piping to daylight, or, if daylight is not feasible to the storm system. Where vault floor drain cannot drain to daylight or to the storm system, consult with the City Water Utility during project design review to determine the best alternative. I. Outside-installed Reduced Pressure Backflow Assemblies (RPBA's) shall be installed in above ground enclosures. RPBA's shall not be installed in vaults. All RPBA enclosures shall be provided with a bore sighted daylight drain sized to meet the flow requirements of the RPBA relief vent. Meter vaults shall be located outside the sidewalk whenever possible. J. Service connections or water utility distribution system piping shall not be used for grounding of electrical or for the maintenance, integrity or continuity of any grounding attachment pr connection. K. Manufacturer's certification of testing and accuracy shall be provided for all large (3-inch and above) meters installation. UTB 1296 Exhibit A Attachment 1 Design & Construction Standards Page 9 of 9 • UTB 1296 Exhibit A—Attachment 2 UTB 1296 EXHIBIT A Attachment 2 City of Renton SCOPE OF WORK The Work involved under the terms on this Agreement shall include but not be limited to the following: Engineering Design Drawings Preparation of engineering design plans for the relocation of City of Renton utility facilities described herein, in conjunction with WSDOTs 1-405, Renton to Bellevue Widening Express Toll Lanes Project Mile Post 2.80 to Mile Post 13.8. Plans(plan and profile)shall meet the City of Renton standards enforced on January 7"',2019 for plan submittal. Final plans sheets shall be on 24"x36°or 22"x34"Mylar, matte on both sides.CAD software used will be AutoCad 2014 or later. Plan scale shall be 1°=10', 1'=20', or 1"=30'for horizontal and 1°=5'for vertical. Electronic Pdf files of drawings are also required. CITY Utility Facilities Deactivation/Removal of 12-Inch Water Line in Lake Washington Blvd N and in Houser Way N (MP 5.4)—Houser Way N 12-inch Water Main Relocation (WSDOT's Cost Responsibility) Refer to Exhibit C-1 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Furnish and install 3 concrete dead-man anchor blocks on 2 12-inch existing water mains in Lake Washington Blvd N and in Houser Way N • Furnish and install 2 12-inch gate valves and 3-12-inch tees on existing 12-inch water mains in Lake Washington Blvd N and in Houser Way N with shackle rods restraint to above new dead-man blocks • Removal of approximately 50 feet of existing 12-inch water main in Houser Way N for installation of new storm lines • Furnish and install approximately 60 feet of new 12-inch water main in Houser way N over new storm lines and connections to existing 12-inch water main on north and south ends including vertical bends, concrete blocking and shackle rods to dead-man blocks • Furnish and install approximately 100 feet of new 12-inch water mains and related fittings in existing paved roadway south of the new storm lines crossings in Houser Way N and in Lake Washington Blvd N and connections to the existing 12-inch water mains in Houser Way N and in Lake Washington Blvd N • Removal of approximately 100 feet of existing 12-inch water main for installation of new storm lines in Lake Washington Blvd N Page 1 of 6 UTB 1296 Exhibit A—Attachment 2 • All pipe shall be Restrained-Joint Pipe Class 52 Ductile Iron, Cement Lined;with poly-wrap and a bury depth of 4-feet minimum and 6 feet maximum.All mechanical joint valves and fittings shall have restrained retainer glands and/or restrained with shackle rods. Backfill within the pipe trench zone shall meet City of Renton Standards. • Trenching, excavation, import/export trench backfill, shoring, dewatering, backfill, connections to existing water mains and final restoration of roadway surfaces per City of Renton Standards. • The Work also includes: removal of existing water lines and thrust blocks as required by permitting agencies, all traffic control, erosion control,sedimentation control, and the restoration of public and private lands Construction of 12"Water Line Relocation (MP 7.2) -May Creek Water Main Relocation (City of Renton Cost Responsibility)-Refer to Exhibit C-2 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Furnish and install approximately 307 feet of 12-inch Restrained-Joint(RJ) ductile iron pipe (DI)and restrained-joint fittings, connections to the existing 12-inch City of Renton water line located within the unimproved right-of-way of May Creek • Furnish and install 2 12-inch gate valves (RJ) inline connected to concrete deadman thrust blocks • All pipe shall be Restrained-Joint Pipe Class 52 Ductile Iron, Cement Lined;with poly-wrap and a bury depth of 4-feet minimum and 6 feet maximum. Backfill within the pipe trench zone shall be consistent with City of Renton Standards • Trenching,excavation, import/export trench backfill, shoring,dewatering,backfill, connections to existing water mains and final restoration of roadway surfaces per applicable City of Renton Standards and/or WSDOT's standards. • The Work also includes: removal of existing water lines and thrust blocks as required by permitting agencies, all traffic control, erosion control, sedimentation control, and the restoration of public and private lands Removal and Relocation of WSDOT's hydrants at May Creek(WSDOT's Cost Responsibility) Refer to Exhibit C-2 for Conceptual Plan Work Includes, but not limited to: • Removal and/or abandonment of approximately 175 feet of 8-inch water main and one fire hydrant on west side of 1-405 and south of May Creek • Furnish and install approximately 150 feet of 8-inch water main and one new fire hydrant assembly along west side of 1-405 with connection to existing 12-inch water main • Removal and/or abandonment of approximately 70 feet of 8-inch water main and one fire hydrant on east side of 1-405 and south of May Creek Page 2 of 6 UTB 1296 Exhibit A—Attachment 2 • Furnish and install approximately 15 feet of 6-inch Restrained-Joint(RJ)ductile iron pipe(DI) and one new fire hydrant assembly along east side of 1-405 including connection to new 12- inch water main • All pipe shall be Restrained-Joint Pipe Class 52 Ductile Iron, Cement Lined;with poly-wrap and a bury depth of 4-feet minimum and 6 feet maximum. Backfill within the pipe trench zone shall be consistent with City of Renton Standards • Trenching, excavation, import/export trench backfill, shoring,dewatering, backfill, connections to existing water mains and final restoration of roadway surfaces per applicable City of Renton Standards and/or WSDOT's standards. • The Work also includes: removal of existing water lines and thrust blocks as required by permitting agencies, all traffic control, erosion control, sedimentation control, and the restoration of public and private lands Deactivation!Removal/Relocation of 12"Water Line in Lake Washington Blvd. NE at Gypse Creek crossing (MP 7.4/7.7),(WSDOT Cost Responsibility)-Refer to Exhibit C-3 for Conceptual Plan To remove the identified 12" DIP water main in Lake Washington Blvd NE,the water main in SE 76th St will need to be connected to the existing 12" DIP water main extending northward from the intersection of Lake Washington Blvd NE and SE 76'h St. Work Includes, but not limited to: • Removal of approximately 675 feet of 12" DIP water main,appurtenances and thrust blocks within new WSDOT Right-of-Way for Lake Washington Blvd NE • Removal of 2 fire hydrant assemblies and laterals south of SE 76'h St along Lake Washington Blvd NE • Removal of existing valve vault and all interior piping and laterals including for existing detector check valve for fire sprinkler system to demolished Denny's building • Removal of existing hydrant and install a new hydrant assembly behind back of proposed sidewalk along Lake Washington Blvd NE north of SE 76th St • Relocation of 2 existing hydrants and service to back of proposed sidewalk/or planter area along Lake Washington Blvd N/NE 44th St(west side of 1-405) • Furnish and install approximately 180 feet of 12-inch Restrained-Joint(RJ)ductile iron pipe (DI) connection to the existing 12-inch City water line located within the improved and paved right-of-way of the City of Renton for Lake Washington Blvd NE • Furnish and install a 12-inch gate valve on existing 12-inch water main along SE 76th St • Furnish and install a 12-inch tee and isolation valve on new 12-inch water main • Install Bends/Fittings as designed per City of Renton Design Standards • All pipe shall be Restrained-Joint Pipe Class 52 Ductile Iron, Cement Lined;with poly-wrap and a bury depth of 4-feet minimum and 6-feet maximum. Backfill within the pipe trench zone shall be consistent with City of Renton Standards Page 3 of 6 UTB 1296 Exhibit A—Attachment 2 • Trenching,excavation,import/export trench backfill,shoring,dewatering,backfill,connections to existing water mains and final restoration of roadway surfaces per applicable City of Renton Standards and/or WSDOTs standards. • The Work also includes: removal of existing water lines and thrust blocks as required by permitting agencies, all traffic control,erosion control, sedimentation control, and the restoration of public and private lands Install/Extend 30"Casing on 12"Water Main(M.P 7.8) (City of Renton's Cost Responsibility)-Refer to Exhibit C-4 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Furnish and install approximately 65 feet of welded split steel casing 30-inch in diameter around existing 12-inch D.I.water main on west side of 1-405 at Sta.7715+46 beyond the limit of new embankment and/or new retaining walls, including casing spacers and pipe runners and connection to end of existing steel casing. • Removal of approximately 45 feet of existing 12"D.I.water main and fittings on east side of I- 405 outside of end of existing 30-inch steel casing • Furnish and install approximately 30 feet of new 30-inch diameter steel casing along east side of 1-405 at Sta. 7715+46 and connection to existing 30-inch steel casing beyond the limit of new embankment and/or new retaining walls. • Furnish and install approximately 50 feet of new 12-inch D.I. restrained-joint water main inside the above new section of 30-inch diameter steel casing • Connection of the new water main inside new steel casing to existing water main at both ends, including special fittings, vertical bends with concrete blocking and with city-approved restrained system for pipes and fittings. • Trenching, excavation, import/export trench backfill, shoring,dewatering, backfill, connections to existing water mains and final restoration of roadway surfaces per applicable City of Renton Standards and/or WSDOT's standards. • The Work also includes: removal of existing water lines and thrust blocks as required by permitting agencies, all traffic control, erosion control,sedimentation control,and the restoration of public and private lands Installation of spare 3" Communication Conduit on Cedar Ave Si Renton Ave S Bridges (M.P. 3.51, M.P.3.13) - Conduit in Bridges(City of Renton's Cost Responsibility)-Refer to Exhibit C-5 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Furnish and install approximately 250 feet of spare 3-inch communication conduit,fittings and connection, including trenching and backfill to connect across the Cedar Ave S bridge and extend beyond approach slabs Page 4 of 6 UTB 1296 Exhibit A—Attachment 2 Furnish and install approximately 250 feet of spare 3-inch communication conduit,fittings and connection, including trenching and backfill to connect across the Renton Ave S bridge and extend beyond approach slabs Installation of spare 2" conduit at the NE 449'Street Interchange(M.P.7.49)(City of Renton's Cost Responsibility)—Refer to Exhibit C-6 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Furnish and install approximately 1,580 feet of 2-inch spare conduit, fittings and connection. including trenching and backfill to hang under NE 44th Street bridge and extend beyond approach slabs along NE 441h to the limits of WSDOT Right-of-Way • Furnish and install approximately 85 feet of 2-inch communication conduit,fittings and connection, including trenching and backfill to cross under NE 44th St,just west of the interchange outside of WSDOT Right-of-way. Installation of 2" conduit to Roundabouts at the NE 44t° Street Interchange(M.P.7.49) (WSDOT's Cost Responsibility)—Refer to Exhibit C-6 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Furnish and install approximately 70 feet of 2-inch communication conduit,fittings and connection, including trenching and backfill to provide conduit to NE 44th St Roundabout Center Island west of the interchange. • Furnish and install approximately 70 feet of 2-inch communication conduit, fittings and connection, including trenching and backfill to provide conduit to NE 44th St Roundabout Center Island east of the interchange. • Furnish and install approximately 50 feet of 2-inch communication conduit,fittings and connection, including trenching and backfill to provide conduit to Lake Washington Blvd NE Roundabout Center Island northeast of the interchange. Manhole Removal and installation at NE 8`h St(M.P.4.9) (City of Renton's Cost Responsibility) —Refer to Exhibit C-7 for Conceptual Plan Work Includes, but not limited to: • Mobilization and demobilization • Removal of existing Manhole to the 12"Sewer on the east side of 1-405& NE 861 St that is in conflict with the DB Project widening. • Removal of approximately 38 feet of 12-inch Ductile Iron Sanitary Sewer Pipe between the existing Manhole and proposed 60-inch manhole that would be in conflict with the DB Project widening. Page 5 of 6 UTB 1296 Exhibit A—Attachment 2 • Furnish and install approximately 30 feet of 12-inch Ductile Iron Sanitary Sewer Pipe inside of 20-inch steel casing. Connect to existing pipe and casing. • Furnish and install a new 60-inch Sanitary Sewer Manhole with inside drop connection approximately 10 feet clear of proposed retaining wall. • Trenching, excavation, import/export trench backfill, shoring,dewatering, backfill, connections to existing sanitary sewer and final restoration of roadway surfaces per applicable City of Renton Standards and/or WSDOT's standards. • The Work also includes all traffic control, erosion control, sedimentation control, and the restoration of public and private lands Page6of6 UTB .1296 EXHIBIT A Attachment 3 CITY OF RENTON WATER ENGINEERING STANDARD PLANS February 2016 W Z Li >W- I 4 1 i a ! TESr!ttG DETAIL w I , • 1 • . . NEW O... 'WATER LINE ii 4 Ir I • • TAPPING TEE (MJzgLj UERTiC.3.. 05S(MJ6L) FOE TAPPING GATE VAL':E (F'_ 'Atl.ij 1-cuNE FLANGE ON TOP ?ATi- 2" Tay .'-C 2' PLUG TELIPURA?T PLUG (542) Vd Tk 2-NCH TAP I-cU''IO :LAIIGE 011 90-TOM ACID 2-MCn Et.OW-Gr' ASSEUELy 1-PLUG(•.U) 457'-I 24TAP & 2" PLJYJ-C:: CONCRETE ?LOCX:NC, rEld'OP0r ?i_OC1< i C (.l FI11.1. I.'�:-'.11•_'11 O:1..1,1 I � I " I i.. I l II - C' i':.TER I � ' I Pp'_ F:G, .:r5:_RE !ES • n'S.NrECT,�'1. PE c.s .1' .'1• .CK fl • iT i i=,=T IC 'JA VE All- J.I SI LC.E j:! & C I S=.O 5 71N i=1eJE-r!OI, ;Irr FI: ,_r_ • TrR?''G -EES S -E V1J7: OF C-Si !=C+v EPC 0?`EO STE E' TS 1'4 NUTS -_ EC CCP-TEN Ar-C V1LV,^_S 9t'A_L SE V,1TIA riTSTSG ' :RE T:? Y,'E:, EI'E CII SEE TAPS :,`I Cs;"-PCi; )TITER _r,Ei T1- S-p_L E_ 11 LEAS' 2' S'i li LEP D .E-C,'' "_tl TrrE EAIE''INC WE: 71; i.+' ,S:ESTOE -E'..ui r.E CP 5-E- C1: • grT-Ts=c�;,C, GP EY.311t1T2. SEER "1' 'rP SLPEF!CP ---CP -x;LL °G"L= - 'iIFr i" S ry-Sl 1r.0 ER ii. >t1c`1u4 E55 r G G ST_° G --ILL. T1F n, _ , THE NEW L!IIC AT _ 2.ti!E w.ONES' AMC. ._°AirL 1U': ')F T^_ _Y!SiA S CITY Fi'2Cc5 nU_ cCP.F=-II 12 'UiAL hYE? '_t'.E TO THE i.'- r._r WV-4 Clt S_'_E't LIII u' SPS'L Sl'U. PLAN - 300.1 LIC 'aC i•. CONNECTION TO WATER MAIN WITH '°4' ''r TAPPING TEE & VALVE _ 1 UTB 1296 Exhibit A Attachment 3 Page 2 of 18 �-- EX)Stl":0 WA'EP. LINE F , -i L_ VIEWII I iES i'Cii C_i.il_ 00 I fL`�11 rY 1 1 ` C.05Srk0J4 Lr 0,1, c GTE 5%i _l= `10E 0'• 3C-0'J I \ c:iE ; _, �: G ,rie 2 TA? & 2' 70.:=CPae• 3.Ca-2_. r -EE (': FL }4ir :G+C L' Z SiLiC. c_co.r :N:1 R:-�n-,. C]�:PY;5 1- FC '::J h!'e7-= �.c:Er.m yrn•h---- .. Er3 ...; ha - 'I • • F="Cr. 5 STD CONNECTION TO WATER MAIN CUT PLAN 300.2 \_' ` 1 g IN-LINE TEE & ONE VALVE UTB 1296 Exhibit A Attachment 3 Page 3 of 13 -— EXISTING 'DATER LINE 1 PL6CI VIE'J I -_ ii TESTING DETAIL ± 00 FIr"---7-7 _ffy\0 I f NEv WATER LINE VERTICAL CROSS(MJ.rL) FOR POL'/P iGGING --IL ONE BLIND FLANGE ON TOP WITH 2-TAP L 2•PLUG ONE BLIND FLANGE Ot: BOTTOM ONE (RJ) PLUG WITH 2' TAP I 2' TE"FOPA2v 2LOV-OFF TEK,ORAP'( BLOCK CUT-IN (B( CiTY FORCES) TEC. Cr LcL) 'J- CONC. BLOCK 2- GATE VALVES (.L.MJ) 2- SOLID SLEEVES NJ) OR RC--MAC COUP-TUGS I- ADAPTER (rL X NJ) I- PLUG (NJ) V/2•TAP 6 TEMP BLOV-OFT TI TEMP BLOCK EY.iST I'IG VA-E2 LINE E<ITrifG W-.r'- LINE I FINE_ CEN'_.'IO:: DEIA:L pp I F j fit f- 1F— - AFTER ALL TEST:NC, CLEANING r'_.LYcl1. AND D'ii`r=ETICN RE:00VE TEMP BLOC:< : BLOV-C-F I CCVIEC'WITH SLEEVE UIJ) L DI, SPOOLS FINAL CONNECTION nY CITY •-ORC_S L_i_1 t -- C<ISSTING v4T a LINE � O � ; ., PI'BL:C wnRi: CONNECTION TO WATER MAIN CUT STD. PLAN - 300.3 ,` DEPARTMENT IN-LINE TEE & TWO VALVES F,7T MARCH 2OI0 UTB 1298 Exhibit A Attachment 3 I Paop 4 of 18 E%3Tr7G VATEK LIFE ' ��— — PLAN VIE'.' -- -- TESTING DCrAI,- 0 _ i ` F7 z �-77 i1\ I it ♦` •\ vEmc AL CFaSS:HJ.F_) FC.P PD_YiGar:G Gu_ BLIND FLANCE uH TG? YiiH 2'TaP 6 ?'PLUG i((_ BLIND FLAN FJGE C'1 3 T TL1 1 ::•IJ) PLUG Vi = TAP : 2' 73ti37?=3: 3LT1-CFF• (E7 C.:. FORCES LEE CF_x�11 :- CONE :_OF. - ( 3- G VALVES ( ..`F' !J) j / 2- SCLI3 SLEEVES (MDE' RE-MAC I- ?L.JC i:J) •:2'1AP S TE P 2LGV- _.. . i I i 7E''P .._ C: ExiST':IG -� i a :ill. - - J_ 4F T[% -LL T_C i:hE. C =_:,ii,G a! o:l�r� •u S r.i S°"' _ CG`., u'iCt: 3' _• i_+ Ei B[.IC t 7 ;: CONNECTION TO WATER MAIN j PLAN - 300.4 I CUT IN-LINE TEE & THREE VALVES� I 1 1:•RC1" UTB 1296 Exhibit A Attachment 3 Paae 5 of 18 TESTING DETAIL ±10 F7 _ g $ P:E,:' WATER LINE E::ic 'lNG WATER LI I= i�i ! LI E?:,STING TEE, DEAD END LINE. CAP OP PLUG • DO NOT DISTURB B_OGKING `%ERTICA'_ CROSS (NAJ FL) FOR POLYPIGGING I -BLIND FLANGE ON TOP WtTi I 2 'TAP & 2"PLUG • 1-BLIND FLANGE ON BOTTOM 1-? 1JG'MJ 'N/2"T.A° & 2 BLO•:' -OFF TE:JP BLOB:, I:NAL CU;\IilrCTION DETAIL P,EN+ WATER LINE EX sr r:.T.EF. LI :E 1 -�I )' ` , AFTER _ P _.,?l_ -`.iC! EISii "ECT,Ot, PEMO'.E TES.MP ELD'T/- LOl-0=F TO EXISTING ;n;nT--. _;r .NT-' - - Ia: AND 0.`. SPOOLS FINAL COI•••••ECT;'Ola -•r r- FOES 1 1 II STD. PLAN - 300.5 tf PUBLI;: t'Orl• CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP C 1'c sic• _Il ='J i 0 UTB 1296 Exhibit A Attachment 3 Page 6 of 18 • • • f." ••4 • 4_1:1-il 1 I i \ T•EsPr2r.AP• 2 !• 10 2 T.:4-S vALki: 7.•iiT,;=_D GPACE E•_E.)=.TIC•'; i 1 I . iSTIL. 2 ?LUC'. Ot• TOP 1 I / A:7E-7 .7...D,C.;.:._ cd7 ,',.:3.:-.77•ILT 2 FT t.,!', .2.'2.:P (1-..1—,NT.,•-i DIPAE7F.•=• A 4C: ii•.OEF, I 1 / 4 ii ....s, :6,.,E.:, (12-:t.c,i ,-,...,..,..7,.:p. t.;,:, :- .7,. 1 i / -------7, _--- , .). {I . j ----- '--- -------...! 1 I • I . 1 1 I C 7.-).:•:-: .:%4 ;2.:71CL. r.:: 1 1 STD. PLAN — 300.8 POLY PIG STATION FOR CLEANNG OF I r WATER MAINS UTB 1296 Exhibit A Attachment 3 Page 7 of 18 • MAXIMUM DISTANCE BETWEEN SPACERS--,., SHALT_ BE 10 FEET ON CENTER. - -----„-----,) c —SEAL BOTH ENDS OF CASING WITH A \ MANUFACTURED RUBBER SEALING. DEVICE. �/ r� \ �— PLACE END SPACER MAXIMUM I +�'�, \ OF 12" FROM END OF CASING .\ \(TYP.) � � -- 11. -'111111eli#6.. 11111111- --------- \1. �� r.--- L--ONE SPACER SHAI_ BE /'� L PLACED ON THE SPIGOT \ ' ) �1 _ END OF E .CH SEGMENT AT THE LINE MARKING i THE LIMIT OF INSERTION INTO THE BELL. 4'�-REN i l - THE JOINT S COMPLETE, THE SPACER SHALL BE I IN CONTACT WITH THE BELL CF THE JOINT SO ( THAT THE SPACER PUSHES THE JOINT AND l ', ' RELIEVES COMPRESSION WITHIN THE JOINT, / '\ / `— STEEL PIPE CASING (MILL PIPE' OR DUCTILE IRON. L--USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PfPE AND 1 ON CASING PIPE) `— CARRIER PIPE (DUCTILE IRON) CASING SPACERS ;SEE APPROVED MATERIALS LIST) CARRIER PIPE DIAMETER ____ 4 0 8" 12" 16'd CASING CAME TER (PUS'-'_O\I JO:NT Ca,RRIET PIPE) 10" 17" i 14" 16" )0" 26" CASING DIAM7 TER ( RESTRAINED JOINT CARRIER PIP?:) 4" i 0" 1 b" 20" 24" 30" STEEL CASING TH'O.RNESS 0 25" 0.25' 0.75, 0 25„ 0.25" 0.25" SPACER BAND ',yIDT 8„ ] NOTES: . O` S NG SPACERS SH.Ai L BE CEN TER P'OSIT;ONiN:' _tiP` 2 l,.i!:I UM RUN`NER t0111D T H SH ALL BE _ INCHES l.,3 r^ ,E H GHT HT SHALL BE SIZED TO P;?OVD F; A. MiNIV'JV 0 75" BET'Ai_EP CAP ,iER P'IPE BELL AND _ CA PRE WALL A I p_ TIB MiNIMU ? 1 . CLEARANCE qE- ,FE`; RUI _PE AND TOP OF CASING WALL TO PREVENT J.L.,.vs/v-:, CURING INSTAI I_AT;ON .:1 5T - L 0A`':".; DIAMETERS ARE "OUTS DE -:� q,;;tT�= FOR 15' AND L=�rEp - PACER BAND ''MDT— BHA' ' Tr"� _L 8= 2 FOR (`iiPl+'_� PIPts THAT AR_ 3^_ DIAMETER (_;r; S FOR STEEL CASING, PROVIDE SHOP-APPLIED ANTI-CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWINA C210. MINIMUM COATING THICKNESS 16 MILS DFT (DO NOT EXCEED MANUPACTURER'S MAXIMUM THICKNESS). PRODUCT SHALL BE EQUAL TO TNEMEC HI-BUILD TNEME-TAR SERIES 46H-413 GI_ b1296uBLIC woRKS Exhibit A Attachment 3 STL�,PLAN-- p DEPARTMENT CASING INSTALLATION E NTO:� tip GT ruamn su DATE 1 7:FiE HYGRt.I,? 5 ALL BE rG-:r_TYPE E: TO i0V9- F-- OP r'PE SU''- AS C'_ : UEOALUO1. yr.: &' 2e.^••i SJ=c= i�Jni Gli 20A ANC ^.C:' ', iH E vE_. -`fi0AL i ItJi r' ? :T yr' IIJ'_S. ]-i �I" Li:f;; VALVE O'P`_'(r'N: :'r i- - =CSE G:- i'_C,Cis5 ;.i?Ot;'r, 'iiis qC ;;p:_=DE •o - _ - .o_. : �S.lrc C•;p:= .CFI Ci- OF VfiL 7u__L=` .a SiJc_ ▪2:_. -E _ f1 rFc' Y. 5 ]1_'1 Ail"S!•_ � :tom 1' C-�. 57E0-5 CT'r! -t Y'.IC [iCSS SA-_T', T'.i__ _ Op ▪ 'Irri. TC- f2o ?n �' _- _ �_ _ '_ '_ _ . . :ivy EE I i i if-- _ 2C =EnI1L 8=:. �J=n __- - _ ryyr LI' -ri_ 21;• c:" • i • • • ms r � I • • Sl PLAN D PN - ?tO.t - FIRE HYDRANTA�SEhIB_Y JTB 1)96 Exhibit A Attachment 3 Page 9 of 18 MARKER MARKER K • • 4 /MAPER t I TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20. OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4' FROM MARKER IS TO BE INSTALLED DOTS,OR PAINTED LINE) ON THAT MAIN STREET /4-M ARK ER r 'ARKER ' '/• d FOUR LANE ROAD OF SET FIVE LANE ROAD OFFSET MAFF.•C=R TO INDICATE WHICH MARKER TO INDiCA T= WHICH SIDE 0, STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4' FROM DOTS OR ON (4" FROM DOTS DR PAIN TED LANE DIVIDER) PAIN TED LANECIWER) HYDRANT MARKER \Li /(1 • /n `i i L.- ; I • RAISED PA.•./ErIT DAR'ti=R TYPE SE AS STISISOI•II TE TNO-WA'+ (5_UE) �s PUBLIC WGRi: STD. PLAN — 310.3 ,,�`fi DEPARTMENT HYDRANT MARKER LAYOUT A"� i MARCH 01u UTB 1296 Exhibit A Attachment 3 Page 10 of 18 FLA:: \i `ef17 ' -1"•::7 C't:. viA 7_7 ••1 iHTC, 17 • F7.7. . n , L -•jr.: • r I •-• .• rir per, 1. 1:1CR =,!:4'.'7 : !! I. I ' • I • i •. , 7 • 1 1 : - -- • . — - - • _ _ I • • • i. .•••'-= •-_7 7-.:1- sT.D. PLAN 2331- ! VALVE E3J-:: MARKER & OP'ERATI'-4G - t* 'i -7: 7- C E)4.1-Et'iSIC3N UTB 1296 Exhibit A Attachment 3 Page 11 of 18 • 1---', (-------) li_ _10! ..,,, -- -'".:----- -- N1R, 11-lia. BEND -)2-11;" En`r, GENC- - ,...,-.-", \ 1 / -----: l'"• !,• • r'-`• i l• _ !IT,-.'" - i ri-----ril--1-l--75"--n •--,- \----ri7-7•• 1 114 L, •ilr 1 F171,-1- 'N(1-7k --L .5=-- _ ...=,-. . Id j 77.7 . , . i 1-.,..p...,s- E„,cc.J.7 a.E2,Fi.,7, .43F.A n -3:7..“.RE FEET (5E€ s ,,3;F,3, ...c.5,,Ecta,,i. .010 D.:,t•,:b.,A2C. lEzT7i- 3E•!..7:7.. 1 1-- , FIFM SIT Cg I I E.:JP L 17.7-,.ILTA:i 3.kr. I . RV SiL'i 5 1J'ip I ,L•7JE,,:, I !I j 'LT! E''..NO 1 •• -• . . 9- , ,_ 42-' 7.'"-''' 1 ' ,',',, 1...7.',..1 _ .1: ' r2, z....i...71-25 22 12 EE.%:. ''.E 1... - 2t• r•-•._•_".1 1 2.: .,. ,..1c,._. 7:-.t. ...k- 7,•!- PL,u5 I& .,,,,I.,, ...., i j I I I ! SIJ I I i 1-,t, 4' A 7 0 : 17. 1 47: t 17 171, 121 I 77 —I IC I 22 1 1E 1 13..7,T.T1!;_al J,i 1 3.4 1 3a .) 1 3 5. 1 3 5_1_;1715.‘ 1 51 1 3 a L531E: I 63 l• 12: 12.JC 375; 375 ' 1G T.F.67:-.717:Tr- 153 ; 75 120Cit.ic..I I(0 _l__ 55 4;07 CAij.1!.ATE!: C': .1:'7, PS! TES-PF':3::'..: 3 -7- ,Jj'T ZT.T'fiL7 !v+-,:Ptel!: 'SliS TL-LPI .1.LL/-.Tr_Pki!!Li 1.7. CP C-7,..7.75P , ..”.. ,i2C0-17 a.= 1...E...S. 5..7C, j ' .. 0". + J7:--.FT' r'.- j . I `.!!T 'Llj jj'L' .7.' 7.-•=.5' E....-..:-' ',E7-• - 7,7' -'..•-. .----..).-.-- . ( ____.----"-'• • . „ • ,.' 1 • -..." .. . ''. --5-....- / ___. . . .. . I ,- ,........- .. ., '7-- . . • 1 1 _.....- '.I i,..,-,-. ..; • • .• ,. I . . . I ..!•-,---.1.'n ' „, , '• ..' . 1, , ."• ; ,:: '' 1 •C"2-7, 1 _ LL:L_. i'.::-.'r.: T. =-: -:,-.' ..)-,. 2 D,i-:-.:* ,",": r.'r ..,:• .•':'771 I 1 v_. 7-. : - • s.:-••.r EJ•r.... ;: F :. T.:, IT. , ..+' "%L:35 -L'_ "...7.P-.7. 742, o:4-...—r— ‘'.17.' 27.. 7::',... ,2 E.5.7-7.2 .12.•:.1. 1 :_7z..5...i 5 r 2••••__ .. • .: ••.'' 7.. E..7...2-; Y.... CC; JF ' 5.7• ; -• 2 ,,•;"-:7'..1C.: -7::::57 -. :-..--, ,4:- :-., ,2".: '',LL I iE "L'.=.;.:-.':. ' 1 , :7 CONCRETE BLOCKING FOR : STD. PLAN — 3;30.2 I i:: -. 1 HORIZONTAL AND DOWNWARD „...r_Lirt! i ,2Er 1,,V7...1•••• .- ', ! VERTICAL BENDS , 1 UTB 1296 Exhibit 'A Attachment 3 Page 12 of 18 • I 'TYPE A E.LOC,'<t.::::, F',)=. I% Ii.. .14 22 I,'.2- VE:FTICII_ E+7:iDS' i .-- rdi-------‘-__\' -/ f f ! — z ( „ ill; p--... / - - 1.....= .1 ck- c-='. k 10 i --, --F ; •::: I , ,...:....±--.2 ‘,- '- /'.f 1,:ii--------7,; ...-L,,,, //,' -...,,,,, •-•--... ,;-Zi 1 .2'72 I', i'i IT i E''.;- .1 F,C-i I ,.; I i3,..,7-#. 1 ,=., ,--_,''''t--- i 2 5,.C-.;-..E.:2--,vi I . !i'' ---- -----• —i i 1 E.:%i 1 '3- i :'--:'1' 1 t- I -.'' i '+. '9.';---.I ''5--4--.. '---__ !/ . 1 I„.., :* ; S 2. 2'. . 11- 1.12 4e..,/i::1;';1• - 1 .. /. __ ,2.. 1 . 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Is 74' %!.1 tri t, I ft s,a, 7:5- ar i- -sat sat If-, t1.7 'ars-r• Ts-sue rsss o: 75-10 feet sorra.: Ist 314- no's sgr 771 IT kr 313. is 3ir Al: rri!ll t,s far I- rat .1 To- 1 1 ,. s04 liscs,o-,gs eft ss" rsds th-r.sazd sans; cislonss 111 I 2c,v.,crr;m ''ra-gs Itsts4s 3,s-rills:salt, a:stns.} (no 0,71 ASIt' AsEa, 3,.•.1: a. c,...-Ye,. cars, to 51.str3rsr Ti,-t. 3345 tar 5/5.. 3/1- 11-. I- I Talste c ktorst..tsctst srs tr.tsss-tssi •--t .sn,s a- t.t'tng tr or--h-a tnIn sla s 1';: -T. inalts i.-.5'erl z' hzies, v 'lanced saIts trtt". 1 f11.1.3e a-.3 iistsst.osna WC- rtssIss it''s ma-stn.:at:al to rt asca'sr sr.al tr.s uses nstsra ss ss t: ptc•irr sirs7.-_111 4511' ,z,aa G sas 5 C:--Trr., tst.st 14- 51..r..14Sts. ,...::-;::',5, 50", fr.. Jr,:qt.11 !tons" 553 ts, 5/5 , 3/4. Tr's!' 1' r,2,-.11 A isnsa •-"tore a con;-1,_,c.,:! ,L..- :: 0y :± tS ,!lla'r t7 lc Cs restrss: nc r.ts sr .s,t,s,s.s.: sst-o! ;7'1'11 be grts•n• :Fan 515 'tst tr 1:!7'1 7:t...! rip ‘1r.-,.." -as 'z' ts -tng ts _1_.:t.1 ;sr Ott :1st' -:r; or-a. IV.1 strs.e.1 ss ',rot rs: 3' ',..,..;!, ..n.: I, ,,•1%7. '.!"3.2. tt 3711 t 55E Ct'is 5 .1c.' -rs Ins•-.1 IT 5 Jos-51st 1.1!•.:1 'fr.31u ', '.^t 53 las' ,r7,1•77.71 '7' 5/3-. 3'4- 7:5' l• qss . -- .ts•is- rt 't r..- s• .• t..'.71. sus; sn'st 04 I-r --s-r44s1 , n•-• 5 , s C ss.nat I 06 ttrasits s"st Cs ^V.:.,31 II ,>: 1, -'s- : 3..sz'S:1 Tr•as s EIS'T '7, !',•F'.. 2,',. 7',?.. : :S...-.1 1.:; .N-T PS --.. 7331 i Ei,:l irlii.:f*, ‘./'2, V.-.1:1.:3::,':';', • ! 0:fril rS. : 4 E s 15 •2 14 71 ' F 2 -25: a,F 2 2.-1• -1 1 4 . • I I a 7-A; 2/4• — It) 5..--13 311 -! I- 37 IT I 7- ..; — -1 . ' -) 2]-1. i ar .._......_..••,: _ ..-..--- ___.. -,- 1 r i "5•1- i Til• _- t, so 1511 — 1' 1 • 12 2a.. ,• t-- t_ t, ?X . II • • sr C-a% --C.-"•••:-. ' -..r75----4--___• t- - I is 7 i tt :h i !I • •F '' •''i '• • •'i • '" ,:I ' C,.'I i _, G_s:..f -----=—______-- . ._ ..._,--, / . / (i•-- ..... ..-; 1 SHACKLE ROODS STD. PLAN - 330.5 ,--1.J -!! ... wc.,-).•..z. i•1/4.an i. , - , ,! ,7-,._..p;‘ir,•...7 AND TIE BOLTS , ! „,SC'-• ::::,!I: i •••::,.,i"7„.:, 1 --.1 UTB 1296 Exhibit A Attachment 3 Page 14 of 18 • • i,L"EF: +.11I: --7 :- E LD::::':..L_ LD..;_,51...•;:$,T IE, 1 ,' ?E'D•27E9 INST.I,$,._ 2-2' CI_DEIE ' I / / ';,==...E L(.10 2-2 : 2 - 7 7 •i .2 $:_r....E.: •. --'=••:_:: I -LL'••:$$.-..,••• D- _LE, =._. - ..t•D'$• '; =••• -E$E.; • . I I ' . _A 6 ::= "E•D'IC=IE7E' L$=E.L.II ...- ---- ....... - -/ = -------- 2 '-I_7:S.! I.I•:-='. ,_ .-, - 1 I E'_EI•D.•,-------- • ' --- ".• 7 :7' •, ..- .7:'.$:-=E_-7 E'...•DI'..--$-_- ---- •=2. t I I . 1 I . I I I I 1 $ 1 I 4 I ' ' . . =.-- _$ _ _s_____ - -_, • 1 .. • -- --- • 1 I _ _ i i i 1 1 FT:D. F LAS ..:— - ! 2" BLOW-OFF — 340.1 7-- PERVArAE‘.:T ASSEMEILY ! , -=-.r 2: : i • UTB 1296 Exhibit A Attachment. 3 Page 15 0118 CONCRETE DEAC MAN BLOCFIDIG 'nTH SHACKLE RODS TO CAP. BLOCK SHALL BE POURED AGAINST UNDISTURBED EAR iH, SIZE OF BLOCK TO BE DETERMINED EASED ON TEST / PRESSURE OF W.TEP LINE AND SOIL CHARACTERISTICS , � IRDr• CAP OR PLUG WITH ' �2' IPS TAP SHALL J: A I I': ROCK9;ELL 482 END • COUPLING PiATEF MAIN J /- 2" G-LV. NiZEED ;ROIi PIPE AS F.EDUIP;D 2" CLOSE NIFDL / �) 2' C:+D ELBOW -�/ \- 'GALVANIZED IRON PIF,r, LCI1 FLAN • 1hC - EA` ] CT C�'I .ALE: Or . 3FI, .\ ,PIS F'`L 13 - ED \ ; ?II'-r 2" __. SCPEJ,_ / ,- - _}; _ 'rf ly ', - — �'f? L� _ .. I==: , 'L -C- �G 'I Z 8=:;1 Gi TT: i,� L \_ 'n sro. PLAN — 340.2 ( Am L3L:_ 2' d r,:. BLOW-OFF \!E'47 TEMPORARY ASSEMBLY a - U T B 1298 Exhibit A Attachment 3 Page 16 of 18 2 -r ; - 1E3 /—7 :3:,._,:veZ77. 1=3'' :7-FE F'71_C. ' N. 477:70. I1E11.1-'711 EC, 1=C%; E 'EL:13.E;C E.CE 3EP.1773 '73E- ECE r5 1 t,'PPLE 7 f/ • rtr: 2'3":7- I 2 3717 :tirE _ r, 1, FEE.3 • - • , 2..c. E '-_T•7 _2 • ;ir STD( k.ti 34-3.3,7WIR‘ 1" AIR & VACU1JM RELEASE PL — ASSEMBLY UTR 1296 Exhibit A Attachment 3 Page 17 of 18 • .---2• CIPEt. P4 T3EPt.. RE%IP:4 BENC - ISO' i 2 GAL-iltil3F-J• 1PC,P. PIPE FIELC, ' // /I ,---- 2' PC1 ELEC,, . / / / ,_ Cu T CPEI,IE; 1.-1 Pi0UI3PE, AT 74 ' T ,A TI^i" Gl'+..11' J.FIDlitr ctp1.- // / / L.' - -'". -' • - i i r i ,— 2- iiIEHIIE STP.;.T.za-., // / / i 3,+EP i• 'PPP'S \ // / / /,; —' •'-•-- l''''',''' ' / /7 a° i--- 7 1 t'll':.,t'--- i,' , I !,• i - ''\.• • /••,I• , , // / , .-- 7.,t131• Pt,,..5.;- 'E.P: 2C',.. EC;5._ rz i,i:0 5 TA,-ES 1 . // / I / .:',_1E.IC, it'CF 5E71E3 •73-3-15 "0-i-I 2- rHic,, DU:TILE / ii/ / i',/ j j / : 4 C'ANAOCr•', Pl.4'I: I 5"/3,' 'ASCE': 173.3P 13 •••,, : , // / / ,•,.. / i ;',. / i / — .3- E.P;NZ,: C3 TE •,4.2.;;;. 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A,r _ . 2" AIR & VACUUM RELEASE PL14 — 340.4 ASSEMBLY 1 -:',::'::_...-;;T—,.. , • ,‘,1,-;::,,,..i-. e-..-.,.•: • UTB 129,6 Exhibit A Attachment 3 Page 18 of 18 UTB 1296 EXHIBIT B COST ESTIMATE 1-405, Renton to Bellevue Widening and Express Toll Lanes CITY's Cost Responsibility SUMMARY MAY CREEK Water Main Relocation— M.P 7.2 TOTAL= $ 85,160 (CITY's Cost Responsibility) - Conceptual Plan Exhibit C-2 MP 7.8 Vic Casing Extension — M.P. 7.8 TOTAL = $ 47,350 (CITY's Cost Responsibility) - Conceptual Plan Exhibit C-4 Conduit in Bridges — M.P. 3.51/3.13 TOTAL = $ 7,500 (CITY's Cost Responsibility) —Conceptual Plan Exhibit C-5 Conduit at 441h Street Interchange— M.P. 7.49 TOTAL = $ 26,250 (CITY's Cost Responsibility)—Conceptual Plan Exhibit C-6 Manhole Removal & Installation at NE 8th St—M.P. 4.9 TOTAL = $44,890 (CITY's Cost Responsibility) —Conceptual Plan Exhibit C-7 CITY SUBTOTAL = $211,150 Sales Tax (@ 10%) = $21,115 Engineering and Design (@ 20%) _ $42,230 Construction Management(@ 8%) = $16,890 Construction Cost Escalation (@7.5%) _ $15,840 SUBTOTAL = $307,230 Contingency (@7.5%) = $23,040 WSDOT Indirect Costs (@11.78%) = $36,190 • TOTAL= $366,460 USE TOTAL= $366,500 Note: Jan 2019 (index 288.3)to July 2021 (310.1)=7.5% Cost Escalation UTB 1296 EXHIBIT B COST ESTIMATE Page 1 of 4 EXHIBIT B COST ESTIMATE • 1-405, Renton to Bellevue Widening and Express Toll Lanes City Cost Responsibility MAY CREEK Water Main Relocation New 12-inch D.I. (RJ) water main 307 feet @ $210/ft** = $64,750 12" Waterline Service Connection 1 each @ $5,500/ea = $ 5,500 Remove exist. 12-inch water main 293 feet @ $30/ft* = $8,790 12-inch gate valve 2 each @$3,200/ea = $6,400 Total $85,160 *Unit cost includes all labor,materials per Conceptual Plan on Exhibit C-2. ** 12"restrained-joint DI pipe and fittings,import trench backfill,concrete dead-man blocks,and related fittings and appurtenances. USE TOTAL $85,160 MP 7.8 VIC Casing Extension - Extend 30" Casing Install 30"casing on existing 12-inch water main 65 feet @ $330/ft* = $21,450 Remove existing 12"water main 45 feet @ $30/ft = $ 1,350 Install 12"water main (R.J.) and fittings 50 feet© $210/ft** = $ 10,500 Install 30"casing on new 12-inch water main 30 feet @ $285/ft* = $ 8,550 12"Waterline Service Connection 1 each @$5,500/ea = $ 5,500 Total $47,350 *Unit cost includes complete casing installation including all labor,materials as indicated on Exhibit C-4. ** 12"restrained-joint DI pipe and fittings,import trench backfill,concrete blocking,and related fittings and appurtenances. USE TOTAL $47,350 Conduit a(� Bridges — Install conduit crossing 2 Bridges at Renton Hill Cedar Ave S INSTALL One Spare 3-inch Conduit 250ft @ $15/ft = $3,750, •Placed under the bridge deck $3,750 ▪ Conduit to go from pull vault to pull vault located beyond approach slabs,includes vaults "'Cost includes all labor&materials Renton Ave S INSTALL One Spare 3-inch Conduit 250ft @ $15/ft = $3,750 •Placed under the bridge deck $3,750 • Conduit to go from pull vault to pull vault located beyond approach slabs,includes vaults "'Cost includes all labor&materials USE TOTAL $7,500 UTB 1296 EXHIBIT B COST ESTIMATE Page 2 of 4 EXHIBIT B COST ESTIMATE 1-405, Renton to Bellevue Widening and Express Toll Lanes City Cost Responsibility Conduit at 44th Street Interchange NE 44th Street from Project Limit West to Project Limit East INSTALL One SPARE 2-inch Conduit 1580ft @ $15/ft = $23,700 Crossing NE 44th, West Side of Interchange INSTALL One 2-inch Conduit 85ft @ $30/ft = $2,550 TOTAL $26,250 USE TOTAL $26,250 Manhole Removal and Installation at NE 8th St Remove 12" DI SS Pipe 38 feet @ $30/ft = $ 1,140 Remove existing manhole 1 each @$2,565/ea = $ 2,565 Install 12" DI SS Pipe and fittings 30 feet @ $150/ft" = $4,500 Install 20" casing on new 12" DI SS Pipe 30 feet @$240/ft' = $ 7,200 Install 60" Sanitary Sewer Manhole w/Drop Conn. 1 each @ $9,850/ea = $ 9,850 Testing Sewer Pipe 30 feet @ $18/ft = $ 540 Str. Excavation Class B incl. Haul 117 CY @ $60/CY = $ 7,200 Shoring or Extra Excavation Class B 592 SF @ $7/SF = $4,144 Gravel Backfill 69 CY @ $115/CY = $ 7,935 Total $44,894 * Unit cost includes complete casing installation including all labor,materials as indicated on Exhibit C-7. ** 12"restrained-joint DI pipe and fittings,import trench backlit!,concrete blocking,and related fittings and appurtenances. USE TOTAL $44,890 UTB 1296 EXHIBIT B COST ESTIMATE Page 3 of 4 HOUSER WAY Water Main Relocation- M.P 5.4 (WSDOT Cost Responsibility) CITY TOTAL= $0 LWB Water Main and Hydrants Relocation and Removal-M.P. 7.4/7.7 (WSDOT Cost Responsibility) CITY TOTAL= $0 May Creek 2 hydrants Relocation and Removal- M.P. 7.4/7.7 (WSDOT Cost Responsibility) CITY TOTAL= $0 Conduit to Roundabouts at 44th Street Interchange -M.P. 7.49-M.P. 7.4/7.7 (WSDOT'Cost Responsibility) CITY TOTAL= $0 UTB 1296 EXHIBIT B COST ESTIMATE Page 4 of 4 • ::,,, � / UTB 1296 EXHIBIT C-1 SHEET 1 OF 2 • r11GH PRESSEiR't;• •'•,'SE - •'•7 '< ‘7<' �` � / b • 1? INCH StEL! •;'•:f.�. `.a\� j •_ /NlNSTA�CONCRETE DEAD-fVlAN BtOpC(DMB10Y I �,C� •^tOftSit2'TEE WRFf 3 GATE VANES 9•I' j EXISTNGI2"WATERfrlAlN ANOSHACKLEEXISTING � . • 111 i '�` IIIII ✓� 12" FQ OM8 BEfORE REMOVAL Of EXIST2NG PIPE }N'ALL12"PLUG(GSJIQN50UTNENOCfTEE , � -• +d` It •• NECTTOEXIST12'WATERMAINN. � • / W/TH12"SLEEVE(MJI • NOTES: "KAYO. ALLMECNANICAL101 NOS SHALL NAVE 1\ `� * , $ C), ff BURIER L R + lN�OGE-TYPE ETAWERGLANDSIN 'd V 4� I / 2INCH •`•► m yy� QL ADDITION TO 00NCR BL NO PER RENTON 1 y \L 4 ., ` ,.PS i 8 13•"Gv' STANDARD PLANS. r, B 1 GTRI �4 \4 o ., 8-1 Ci: 1) / h .•-C •OF A 1 TON + y'.. v QL y , • ,: 3 1 .NCH •Q CTILE IRON �. t -�-• 1: EMO Vt EXISTING WATER M4IN PRIOR To ,d M JEAPPROK100IFOF EXIST 12`CS WATER1 AIN ���'� • '• ' '� INSTALLATION OF NEW STORM LINES •• �•�� � SRO K I '' - �; C V OF •,, .INSTALL APPR07L 60 LF OF NEW I2"'WATER MAIN OVER • d } [It. 'FD T' IINEV✓STt?RMUNES-VERTKALBENOS AND BCOQKING • L)� ' ' C , + Qt.I), lit NOT SHOWN AND WILLBEREQLRRED FOR VERTICAL S T' I. 14' F c.� " • �ELOCATE --; OF R •y + * ED rxA Pc R' 12 Dr ER' LINE 4 � �ITf,OF RENTON �� � !Kir ANCH CAST IRON `+ . ,ua =•u---n -+�y—u— y�' I STALL12'x22"TEE(MJxMJJIRER 11111111116, � �U'IED CONDUIT AND THRUST OLOCK NIIIIk QL 13 SHACKLE TEE TO NEW VALVE AND Tl7: _ * tclik '. L: • 0,MB N - m" `\ - •CAPE « ; txxiz"TEE(FIXFLI 2 Ara .� 1 �.,�. .cart Bcoa .- .. � 4 ti0 � � � CITY OF RENTO� 2.12"WTEVALVES(FLrMl1 =C9 _ �4 s/�1 pav yy -+ `"`- ,-.FNCH DUCTILE IRO: .1_12•FiKMJADAPTER z 1t1"WTEVALVEAND ! , ys " j� Y�. ,/(IBURIEF) FIBERy y. \1•�B 201FOF12'O.I.WATFRMAJN- •.a 2 INCH CON LT, p• ` " j -MANII • BLOCK ON POSTING 12" � � 1, RMAIN 3 � ire �- �. `` �t �� 3 % FOREREMOVALOFEXISTRsGPIPE �� fs A \ {/N�Af11YW�y�VEA,Jo QO�� ` DEADMANBLOCKON / L gl y `N, EXISTING WATER MAIN y" � INSTALLAPAR=100LFIY0f S I S PRIOR TO REMOVAL Of ^� /I WATER MAIN Z ` (EIOSTTNG WATER MAIN / /",°3' 3,�� u•-aS BEND(WWI• ) ' �\ `. 1 / CONtn BLOCK ,REVISED 8Y CITY OF RENTON WATER UTILITY-12/13/18 3 CONCEPTUAL NOT ° e 1105 RENTON TO BELLEWE -"riff ��, SCALE IN FEET Department State FOR CONSTRUCTION I.MY!1:LAli!YMAstNNOTON RVD.N WATER LSE AT FlIOPOfl[G tTORMWIITl4 fN1061I1q D�partmmt of Transportation --- ---- - - - —. --. -- - --- .. •• uNe r. UTB 1296 EXHIBIT C-1 SHEET 2 OF 2 - -- ----- • u) EXISTING GROUND LAKE WASHINGTON BLVD NN 1- HOUSER WAY N \ r - co 0> w a U! 40 , , re.W. . E----40 a w �aLL Oro vi a; w a w • O - - n NEW 12"WATER OVEF / J `� N�- N m STORM LINES • 1- f 1 • 1 _ t_.-- ` --.- .— o 30 / - \ o I 6 36 INCH PIPE ` 30 } n f 1 • • / i 1 , ; - i ------ • 20 _L JACK & BORE ± JACK 8 BORE___' —' --_20 „.._ \ -�y4 3 -42 INCH PIPES 1 10FT W X 21FT L ?�1) V I ` 10FT W. X 21FT L i ;_ KING COUNTY CITY OF RENTON 1 ISS 96 INCH DIAM. SS 8 INCH DIAM. ---- STORMWATER LINES PROFILE 1 1+00 2+00 3+00 4+00 i MP 5.4-HOUSER WAY Water Main Relocation REVISED BY CITY OF RENTON WATER UTILITY-12/13/18 1 1-405 RENTON TO BELLEVUE Pt.oTTEo Rv awlw = Washington State IDATF: atsao+e TIME. �:at:rs PM 3 1E 7: WNGTONR Va.Deportment of Transportation LINE 2'PROFILElAKFWAS AT PROPOSEDRLVD STORMWATFRNWATERLINE CROSSINATPGOPOSED STORMWATER CROSSING UTB 1296 Exhibit C-2 Sheet I of 4 ., CONNECT TO.EXSTING 124N WATE MAIN\ 1 243137 { NNEWE-1JJ HYDRAPIT,AND WATER- 2 !S UPPLY-LINE WITH NEW 4 24338 . 8X12•IN TEE AND 84N VALVE I ACKtE NEW 11•INCNGATE '(WSDOT COST RESPONSIBILITY) ' v VALVE AND BEND TO EXISTING r T REMOVE R ABANDON%IN-PLACE i f � DEAD-MANStDCK - 84N II HYDRANT AND +p / A. WATER SUPPLY UNE / 'ICI' C' EXIST 12"DIP WATER • __„— j(WSDO COSTT-ftESPONSIBJLITY) ..;, w--• -. mnm>'„a•,,,,r»m„m mrrommr,firommmn. j I ,rrr,m,�mn 11 1 . s rr r 7r` k 7.77,,......,h,„7.„,„,..•„„„.,,„,,,m„.,r,•„7„,„.•,,„...,,,,•,..„.„,„,„,„„, . . . . J., if .7,,-;/-/,.. -. . . .. _.., a �+" . i 1 i r 293 FT OF EXISTING 12-IN WATER .• ; 1 i; MAIN TO BE REMOVED _ �._� RELOCATE ATE APPROX.307•IF OF 124k WATER REMOVEEXISTINGCONCRETEDEAD d ( - MAN BLOCKS MAIN WITH NEW 12-IN RESTRAINED-JOINT u --- . '1 - ?•` I - CLASS 52 D.1.PIPE AND FITTINGS.PROVIDE r 1 , `r MIN.3-FT OF COVER FROM FINISHED GRADE 3 I 1 I —� (CITY OF RENTON COST RESPONSIBILITY) IZ 7 �5 REMOVE OR ABANDON IN k I.,�I,ttl ilimolmos PLACE EXISTING 84N HYDRANT �— .. I -- - AND,WAIER,S11PP_LY'-UNE • - REPRESENTATIVE ID 'i (NIBDOT COST RESPONSIBILITY} STREAM ' � � I � REPRESENTATIVE SECTION CUT _STREAM SECTION CUT NEW 8-IN HYDRANT AND WATER IF A • • - SUPPLY UNE WITH NEW 8X12-IN TEE AND x i i i ; • NB 1-405 IN VALVE (WSDOT COST RESPONSIBILTY) •" -. , ........emer,J. ,i. , t.) . .. . . . . + -4 .J. _A II n •, -.. - - � -1 A. A ♦,-A A. a EX 12'DlWA a • : g i NEW 224NCN GATE VALVE " (11.41.` v.eurerzerrcrrrrrarsrAuccurrrrursuurgrrrrrru•,,,,,,,,Nue.wruruurrrcurrcw.c.“c• ., ruu n CONNECT TO EXISTING 124N WATER MAIN n s / I MP 7.2-MAY CREEK Water Main Relocation ° 25 SCALE IN 50 FEE 9 REVISED BY CITY OF RENTON WATER UTILITY 12/12/2018 r CONCEPTUAL NOT �erTEo BY: to. t FOR CONSTRUCTION 1-405 RENTON TO BELLEVUE 1't- Y�/�Washington State - - -- Y OBTE_%Imie TANS 10:56:51 AN _ . 7 Deportment of Transportation LINE l:MAY CREEK YIC.WATER LINE CONCEPT LINE 2:UTE 1296 EXHIBIT C-2 • UTB 1296 Exhibit C-2 Sheet 2 of 4 PROVIDE MINIMUM 3•FT.OF COVER - OVER NEW 12•INCH WATER MAIN, REMOVE ALL EXISTING CONCRETE MATERIALS WITHIN PIPE BEDDING AND PIPE TRENCH ZONE,AND REPLACE WITH BANK RUN GRAVEL BEDDING AND BACKFILL. -EX GROUND PROPOSED BRIDGE CLEAR SPAN -.es+G '.� _ ROPOSED ROADWAY mot . . -� -EY GROUIVD r EX 12'D.I.WATER MAIN 8'WTDE SOFT PROPOSED GRADE— t. SURFACE IRAIL • / TO BE REMOVED OR ABANDONED IN PLACE ABUTMENT/FOUNDATIONRELOCATED 12'DI /EX BRIDGE— :,, rOtM?.f `, •� IX BRIDGE WATER MAIN / A8UT1dEN7/FpUNDAT1pN MIN.3-FT COVER ±:fir... EX BRIDGE PIER AND "''"" FOUNDATION REMOVED / EX FOUNDATION REMOVED BRIDGE PIER AND FOUNDATIO WHERE EXPOSED 8Y / WHERE EXPOSED BY UPLAND EXCAVATION TO A UPLAND EXCAVATION TO A POINT 2-FT MIN.DEPTH POINT 2-FT MIN.DEPTH FROM PROPOSED GROUND IX 36"RCP LINE KING CO.SS LINE PROPOSED GROUND MAY CK.INTERCEPTOR (PROTECT IN PI.aC) EX PILE SUPPORTED FOOTING (DOWNSTREAM FROM REPRESENTATIVE iN Ts. SECTION) S i 4 MP 7.2-MAY CREEK Water Main Relocation REVISED BY CITY OF RENTON WATER UTILITY 12/12/2018 g 01-405 RENTON TO BELLEVUE PLOTTED BY. lo,w CONCEPTUALEDAM Y70]01E 711E:D:u:u AM Washington of State LINE 1:REPRESENTATIVE TYPICAL STREAM COCOON-NO IN WATER WORK CONCEPT NOT FOR CONSTRUCTION Department Transportation UNE 2.CITY OF RENTON WATER UNE AT MAY CREEK CROSSING UTB 1296 Exhibit C-2 Sheet 3 of 4 EXISTING CONDITIONS I I ro ' - I l ., ±1 , 1 Y RR; r , t� �i r'I _ E o_ . 1 ;;' , %, . ; CI I . I 14--,',..,-,/,, : • 0 -T i 1 '' I �— �' ail-r-r-' 11, I,ii ,I I ,:ic /"A/P PEGEASf YACYf • CITY OF RENTON {NYINit•1 W-390B I-405 FIRE PROTECTION mielgolEMI Wel.114*+I"0* SU& r JF/'AP+MEN!,t/f/fW IVS Fief f'RN:fEIA9V /i/KW/IA to iI/04'/A tom, v f w JYS/FN 3 1 SC IA] .i-S/4 • MP 7.2 I MAY CREEK Water Main Relocation i UTB 1296 Exhibit C-2 Sheet 4 of 4 SECTION 32, T24N, R5E, MA ;WI;e. EXISTING CONDITIONS ..,., -——. 0-0 , -...d i r4 • :2":A''j .., ! i —4-- - 1 • . 1; 3,12.131 NY I r ..,DEA*IiIIII 1-12.BOW SLEEK : I__ I Ai..nes..WAR11 MX./ EEPICIBER ISOM. E. 1 . . , , L sw.ca BUZ To SEAB 0. . : ! • . • I i _ ____ ,_ .W/C.CREM 1.111159----.1 I ! i ,.,,...1 11,1, ii•1,14. V i A.M. V • '• ,, LL,V±TION ; A' IdnACE WM. .• ama--e.f, • .1*.o../. W.mums wi ... , • I -- --- i' '-'721-aradynegus, , • -. •SIA 442410 L Lb,;EFT a* 4.R.Nc;-A,44,h, ow,9 ptigori • .= • .. ..,.....,. i FM.1.1=Alt•A.STALL Fell BIORAWE 1 ! ro a IT a mg t11- BERM WALL BIABSIDCW SO COWER POPE :44,1 1 / • .,'• v.-yr 0.1.,„Rum :nu IAA FPO,a1A,E.0 i ER=52-42r,,,,,LOP,CVLAND PAM ..„,, , i f r CAW VALK EFIE.4 r.,--..70,,„,-......--7.2,1„. ,.,, , , ..........,... .,1 , / CON.EIE WOMB., ',.: ; FACE PM.OCRT low.,MAO , We.•-2/r•WEB22 ,mow.IN,...M ClEAAANCY. — - : _ ......L , Pr.EITOBAJEE MU./CUBISM% E IKE*.WA,re 31111.1l/NAL : PIEW011,At MIEN.... _ ...) '. \ . . MIA*.VIILK 1 — . - tF ir DI IN VW: ......qr. 2:..,,(EL*. PLA , --. • —. ... .i • DEAD-MAN TYPE BLOCK DET • ..1,12 I A_ ....1.3.1T FACE or wALL ,5.1ELLC,LBAL(ARM M.Fa —ir STA OW!, - - 2,...IlLiltwili It, -- -- •t -1 • —. I-Eyt.:.01.WI,/14 11.11•421.35 .... , ,SIMON STANDAR°RAW WE-25,. BE.WAIL rt. ./ -... --E..1 S ''' ..9.5.701.,IsAll.t.c.E144..,CV. /•E' ...r.,.A.,, .,•,...,, . EA--VrA 445411, . , MM.fkiw Wm..'E........”.--. • ___T__ Peva N.,ek IWILECATT '''.'.. ..-. ,..• ,,'a.,a. _ • 141—:, ,..,,..,.'23:_q4 Al. ...-- , r . i rr ,..., ....._i_,+___,I.r.Y.N._,....r.NOG. . =ewe"Torwrip 12 11•4 I/1•F.****) ...----•Zt7.;Urg r, • 2 LE 12.SI I I-Er.20 iEFAIWIE . ,.. ..I' :! , . .. -. t•4f.h.4Rtr., ;Wig ° ''' GRAPHIc sCALE mice CREEK --- . , 7 ekr 4 • • • 4 4 '.'r *- rl I r T, •,././ 51 ,. . I a - . r., ' '. ''' - ." -,,•,.z.,.....,// "---WAY-.•01/0C•A"42 ..... . . Ii• , r ' . 4C 5 i: : 1 ; WATERLINE ;; • 1, ; ., TBENCH BACKFILL DETAIL() ;r . .. ..L....i.r... 1 ., : ; • ,CaLMERAL.N9TE5 le•Sai...Fow'WE,0110,,Ali...,,s4-•,•31.1,rAY•,,,e,..E.EE.1.•,..., ,•••IMA,..,IN VA..,,AA r^..,111.A..A:WI,.....•••.•.. 10.2185 0/ (E.L,..•Pr [BCE.,LE.i:1,,f *..e...iat,,,./•,w1 wkw wow 2. NEL w.f...RA.•.•••.A.,MK,...414.1 AIL V.1 YARLAI.a1 A, io1,14.5 1.1..,,•I.WI-I* -,•c aolkA,I.E.,,A.,•Ig...11.NAN Mgr. I ... •s1.11.P1,OM*A*.....NW I OR KELE.I CAR• r—vvr;fe,...01;CE!ETV.,SEAMAN; HAMMOND,COLLIER at WADE It 01, RENTON 1 i • 'K.'in...SI.,...n.,Ai,/sw,...Arn wr Its1,4 C OULU! AW..A,A...,AI,....1 Il•10 WWI••,,IL.1,, LIVINGSTONE ASSOC.,INC. . ',..c.:›4 ..,...,,ItruaN r La, NE P etIPLIC WOW,* 11110165 Q.WIGS MR..r....Au:..._,,../....1 W.W.I.•-14.1_,ti (:;.211 •1....,..-• 'iciFV.- (,' ..A.A -- MAY CREEK WA TER MAIN , HET r,1[A• IX.:WI x./,st.u•All.,T4.01,MAMMA WO.... 'i.201rt — *or . RELOCATION 1...1,1,141141 YE*MIA!i ty...•of .E.E.,*,Al MI.qr.=s-amlu.15.X•1 11 AN ANO{VITAE. .•A,ME AWw E.A.u.twOf.. It"N.Y..ini.,r a llifiC,_,„, r..,1.67E, DL•E , . - I r .. , Ire.Rif_p• 1/17;95 1.,...., .. iY. . r.xt;r:t:i.,':urstgs'ff•i':.t'-.•.lv7Ki"Wttr,,':'V::":Z.,to.K...., -2,i.....rr,s...r..... ----- ..,, --- 1 — ' - .1 v....J_ ---— —— .- -1 ._..As.terITn,........ •••• I. .Al an, :--........." --. ' I .-A-----•-....."'••• • W.r4., . ,. *"... e• N.. ...,. ...mr ....,,•,,,,,....,.., ..---- 1.I,. I ISi -- - --- ---.--— ------ — — - ... - --•• ._ .— --... -—.MP 7.2-MAY CREEK Water Main Relocation ROLL 149 374 UTB 1296 EXHIBIT C-3 SHEET 1 OF 2 ,405 _ T__ B 1 -'ii _r_ T �' T s — ^EXISTING fY GATE -- - �7SI SING 12`GATE - STING 12708' _-__-_ _,_ VALVE IN CONC. !STING 8'GATE T_ - '-- , 1 C.VA. -y f / n ReMQve EXISTING VALVE`-- - I.— -- REMOVE EUSI1Na_I4YDRANT__ -- — / - EXISTING 12'GA77 _ — -a-0 / - — VALVE !N CONC.VAULT_---__ _ REMOVE _ _ _ --- - NM 1405 -- REMOVE EgoNG HYDRANT — -REMOVE OR NDON -675 LFr — — -NEV CONNECTION TO E.._ . EXISTING 12'�i WATER�AN VAMETE-ASSEMBLIES. SSEMpL1S,VAULTS /f_ — — Q — �.,, — Y PA EX� 1 • ��pp N YYL IN PROPpSE ,,,,n;, ROADWA VEMENT o • "+nwE� • • 11 _ •' - -• I�.` _-- �. . r �r NLL E- a,T r �y 1.a- -T - - .lT -- W •' 1V aK'� a . Ati / _ LAKE 44116116 ShIN_ • N I i L n} '�-_� c• .._�.�n-� REMOVE EXISTING i _ M ______� -' „ / 1 1 DENNY'S WAtER _,„�1 igloo .. 01 ��-� Ica y r ��� �'• r w oosIESOR• + . NSTALL NEW HYDRANT �RE EMBLY BEHIND BACK OF `� - * • • • PROPOSEDMOVEXISTINGT HYDRANTY j i \. REMOVE I ,��;.Iti •� - - �- -:r "� �•° H}II' JREL ATE -180 LF 12' _"" __.4 '0 �ti .- • ' / • \ . -I i WATER MAIN WIIIHIN NEW 6AH� WASHINOTON A� c \ '` Bt VO.ROADWAY �` n' fa PAYMENT LIMITS;` NEW 12-INCH GATE VALVE t ON EXISTING WATER MAIN ' NEW CONNE N TO J� i%" EXISTING 12" 11 ATER 3 y U?, /' R� ' MAIN IN NE4 €76TH • ST- 1 } l Q}to �� NEW 12-f NOI TEE AND VALVE 5 G s103_, IS' ' my\ E aS7TNG 12'DI WATER �� MIN > ` 0 25 50 SCALE IN FEET i , MP 7.4/7.7-LWB Water Main Relocation and Removal (WSDOTS COST RESPONSISILIT'Y) REVISED BY'CITY OF RENTON WATER UTILITY 12/13/18 r CONCEPTUAL NOT r - I FOR CONSTRUCTION 1 ..C'-� 1-405 RENTON TO BELLEVUE LRATT®mhYlsau---- ---- ��n Washington State - ._ ._.. . . __. ____._ .. .__._ -_._Cn_Ite,__Tny.25k91 __ _7L Department of Transportation LWE 7:LAKE WAMIiIaTON BLVD.NE WATER LINE CONCEPT _ ..- _-` -^. - I LM/E]:UTB 711s ENNIBfT Cl- UTB 1296 EXHIBIT C-3 SHEET 2 OF 2 ,r I �� GT V` ` r^r'. .es'' a.. �(SPR in tt 1 *S + � � 5„ se f/;.«:v.. yIXISTINQ t2QlWATER %; may �° i MAIN i/ �> / } � J T G 12 DI YATER — e.- vs' •- � ` / MAIN ^ y$ - � , ..p 24'RCP CASING ✓ Fr ��C, (PROTECT I ..PACE) n" e ?/ v ,,,,,,tr , � 4' ,�A N " ��.. \ fir.-• - y , 4 BT — E'g4TFr O t i< --• . J... - - - fin — ' \_: ..-`:, • 6( 1 , , r li\liosopOiiw-- ` _ �—EXISTING 12"DI r �y ��^ WATER MAIN ;nL l � 6. C � (PROTECT IN PLA ' /y�/T �s � i. DCISTING t2'D! A. CS • , WATER MAIN RELOCATE HYDRANT ,;4r.-- (PROTECT IN PLACE) AND SERVICE TO I PROPOSED PLANTER RELOCATE HYD AREA I AND SERVICE OF PROPOSED .' t! / $ EXIS77NG HYDRANT �� I. SIDEWALK / r % I �,% (PROTECT IN PLACE) i ka.. itb. ,w ¢ , i () 4. . Th, t a / /i j j/ aY ��.1 t , 7 / .A2.-';'7 / r t / / / , yi' %' S MP 7.4/7.7-LWB Water Main Relocation and Removal REVISED BY CITY OF RENTON WATER UTILITY 12/13/18 (' "~ (WSDOTS COST RESPONSIBILITY) SCALE IN FEET 1-405 RENTON TO BELLEVUE T CONCEPTUAL NOT Washington State - ---- - - -- -- -- -- --- -- --- - CA +1NtARv _ 24eN .. _.. FOR CONSTRUCTION �7� LNG,:LAKE WASHINGTON BLw-N INE uTH ST-RELOCATE EXISTING HYDRANTS ;; V Department of Transportation - -- — - - - LINE 21 UM 1296 EXHIBIT C-5 -- - _.-_ - _ — UIB 1296 EXHIBIT C-4 h rii M f,`Ipw-p ST �C' K, J ' t,, I IEyX� 12'DIA. „MAMA lmrrrl» ' r ; r da v 4 '1 — LC / • I w. -MASTER PUN EDGE OF PAVEMENT -_ _ -_ - _ I I i.l :m 1 1 CO R2B EDGE Of PAVEMENT _--I_.� - .. - -_- .. I-'"). , N I 1 I Z RE+.! APPROX.aT v OP ousTWO 1 f 11 D.t.L:aTER Nut,AND R25rALL k / . I ; ► I APPROX.50 LE OF NE1N:.1r 9J." .1" * r I R f I \ 1ti1TEa MAIN-IN IDE NEW 37 STEEI e ', . { `f 1 I I CAo`U CT TO EXISTEX! 12•D.LIMIEt' f / 11 I l 1�, AWN MGT VERTICAL derma ANS ;7712.46 • I r E1C u T'" it t) • �ICO!7CREfE BilY'KY:1 •It • .. . '''"to �[ a 4 SECTION CUT! 2 t. 1 is_. _„ ' __, I / h, 1 : # i._ 1. • ! a \ II ? .1 I GTY OF RENTON 12•,:;' Io 1 !; t 1! , i� �1, it 1 Irk `.I,,,_ AS-BUILT DRAWING 2 r N`�,,� MAIN_ • i M t"4F 5' 1 + i I;. �26 1F3 . ` L 11 y a • z "ALL U. I /Nyt.i sTE , rl:: 4 /, I 1 . z D t: �\s / + • r J r p I I i EI I `� •- RENTON 12'D! > I •I I M LOCATE/SURVEY a h ry • I �� t l: ` ! 1 \s • 1 0 25 50 SCALE IN FEET rc: I-005 MASTER PLAN ROADWAY LIMITS —y arras D.r. Z5 WSDOT R2B PROJECT ROADWAY LIMITS i WATER MAIN ;INSTALL AIIPROX 65 LP OF 30 aT-r- S t --�{ MELDED SPLIT STEEL comma AROJ':L�TS s C, • . �11. TS !EOISTING 11•D.LWATER MAW. ' ---- ICON!LECT NEW CASINO TO ENO CT ° I sa Loos M3 1.os I ,. ';IXISTIY3 ]P DIa STEEL CASNG. � � _y_..-______ 'SS. !MOVE APPROX 45 LF OF 5, 25 I _ 1'a EARANCF � -'rI 1Z DIA DA WA IMNLI 25 S PER A&BUILT PLAN --'EAISTMVO 12•D.!. ALL AP RW. 5 1/ CROSSING NO 4 of TAIL WATER MAIN INSIDE STEEL CASINO. D W sTEEI.CASING. }W ,. . �ct511N0 ' . . 0 i.i. -200 -115/ -150 -125 -1 -75 -50 -25 0 25 50 75 100 125 150 175 200 EX'g AC'st APPROX.LIMITS OF -11 -65' EXISTING 30"STEEL CASING 30' i EXTWO TO"T'T6D 5 ERR EXTEND 1C arch CASINO STIR CATIRO 1 7712+46 (UI 1541 CITY OF RENTON) I i MP 7.8 VIC.-EXTEND 30"CASING ON EXISTING 12"WATER MAIN TO THE xorreD eY:Llwgr CONCEPTUAL NOT EAST AND WEST SIDES OF 1405 I� i 1-405 RENTON TO BELLEVUE FOR CONSTRUCTION MAINLINE NEAR RIPLEY LN N. Ti Washington State LINE I EXISTING CITY OF RENTON WATERLINE CROSSING IA tsa1 ID TE; Nil iov rate eli%eo�M • Deportment of Transportation - - - - - - - - -- - -- --- - - -- LINE 2.UTB 1296C EXHIBIT J,INCLUDES CITY OF RENTON REVISIONS,DATED/2N4,20111 UTB 1296 EXHIBIT C-5 SHEET 1 OF 1 , . . — N.... c. — -- I crt1202.tvzo , , , '- , -... r ...- _.,,„,..,,,„„,„,„ \ N.H..... .... ..r ''...,.. ---s. INSTALL 250 FEET OF SPARE 311 ..,. -, N,, N.... CONDUIT.,..; ,,, .... APPROACH ROAHWAY WM, ... N1. Ai ‘... - N, , ',.,.... -... 1----'----- 4 - A • - ...t_,..r,.,,.42.,..24,4 „.., -. ---.-4 • law.—ffir ; . -,-,y---L..,-- - ----._ :;•-•..„. • -,,- .._.''' '`") 'C.,',Q 1 ,-..,-.•_. --,›,---- . c -..k-,„,---,4,-.\ N, '.4. - - - , Zari rg 1%lir LE: V__ WIDTH N• -_--___---- - -------- - - --- - ----- .!.-.. A i'- -- --- - ..------',----.-1'--0..'-3---. , .----._ --... ---....gla ......,;'-:...---Z.-- --..--..„... ...<. ..s ',..., . .1.....- . • - - _ .. ..-...IP if ' • -'-.,..,- -. t ..-''-'-`-..., ---, _ .„ ,.._ . , _,...,..., _ ---,___, -,:,------z--- ,......, „..._ N. - - iii. -.,____„ -- _ - _ , - - - - - - _ --_-----________ - tit --„,„______. 14,._ ,._. ,,p,-__ _ ... \-,, ,..• . .... -...._ .4-,--- ---_-___ '' ----------__ 4.it t ------...._ • --.....,_ " -.....-zo/r.r....amzugarez................ . h , ........ ..._______ _ „............„..,,,..„. 4400 ..„. , .„. ....iii. _.,:. ___ ___ _ ____ , ,4.•_..„.„,,,.._______ .... ,F , .'i i:::,:,:-..... , "...r.,,. ''''''''''..- '---- -''''.---• .- .-. - ''''.. 1''',/ ,r,''l , ...:..r,. ..,.....,,,,c,.... -...., .., - .....„ 5 , ,..4111%,, ,il.:,,-7 - --- - ,- INSTALL 250 FEET OF ._ • 4,_ :''''''' ‘,17 ...,...._ _, SPARE 3"CONDUIT .„,..,. ..,,, ...‘,. ....., ----... 1 MP 3.51 -Conduit in Bridges(Cedar Av S) 1 $ -...,... t MP 3.53-Conduit in Bridges(Renton Ave S) CONSIRJC,MOO ,-`/. C.. .7!-=.-".,-Cc......•/../.5''''''''.‹.k, 7 AP.ROACH SLAB R. .t 'RAO.,PI PPP 1 CONCEPTUAL DESIGN CEDAR AND RENTON AVE BRIDGES art,:g0""„„, _ NOT FOR CONSTRUCTION ......)..411.6_WOOM1qt..SkO. IP.7 RiryENTON i Ofier WIVE AOitiEraViT - 5 wo Department a TrOMPOMth." , . -- _ UTB 1296 EXHIBIT C-6 i . Ir SPARE CONDUIT,NEMTH ST CROSSING(OUTSIDE OF WSD0T ROW)-85 LEI �4-___--` WSOOT ROW - ._--LEGEND- -- _. �'••,\-_ •--Ir CONDUIT TO ROUNDABOUT CENTER ISLAND -70 LFJ WSDOT COST r(CONDUIT WTTH PULL ROPE/TAPE ♦r♦ . "��� AS PART OF CITY OF RENTON STREET NODIPICATION PERMT CONDI IONI ` y`- --r SPARE CONDUIT,NE♦♦TH FROM PROJECT LIMIT WEST 70 PROJECT LIMIT EAST•-1580 LF ., .-.�- ••••••r•• CITY OF RENTON COST(SPARE 2"CONDUIT WITH PULL ROPERAPE) ♦ , —. a.a te► s�'.~` a y �--.4., • ,.......,,,,.„......---*/ - \,...,\,... .••'• .' -. . . . .. . ,. . y ppn 1 PROPOSED WSDOT- V 04 ` w _ g LIMITED ACCESS _ -- �'� _ •, / „° ; 3 - `t _. - -• • --fr CONDUIT 7O ROUNDABOUT CENTER ISIAM5 -50 LFj • �`"'•'" " ,�.:.'\ --f 2'CUlow TO ROUNDABOUT CENTER ISLAND -70 LF I - • i. WS007 ROW 1,�j' ( a f i UTB 1296 EXHIBIT C-6 CONCEPTUAL DESIGN � m u r � UTB 1296 EXHIBIT C-6 NE44TH INTERCHANGE CONDUIT _ NOT FOR CONSTRUCTION mgton o -------- TI[_ u+f _ irlk ca+::cvM LINE+ �,WOshDepartmont off Tr Transportation --- - --- ----- ------- ------ --- — LINE� - - — —.—_-_.. ____ _._- a UTB 1296 EXHIBIT C-7 . . \''', ' X . , c \ \ • • . • g \� , T NN EL•Br.591 Y , --1 D5f \•� 1 1\. ` 1.- P V 51,91.08 1 I '1 f \ gy�1p. �� •WSOOT A p I' tA $y3.66 , \ L+ - t, ! - F5C-TR.IN$II�ISS1aN roH,ER t , tlE1nnss77ewv „;AN, ti' 1 \ t I. r .r p ar -sr, aT a >p . R- ar 11 `Yr •Sr `t in 1, �y• - .-' - F- _ ,\ • , �ra EL 161 Sr ,_ a • '� • `a--aT a_ -`\t- ! f.4` \ •r 1 \\ \1 as __„-"- 1_. sr v 's'•- L \ _' . • , S 1 :rY - -a`--a .l-a_--1�-._..aa,,tt�� -v_.C.CI \- , -:1d-may•1 ), fvr:: �a 0,, '\• 1 ,. 1 A /Q__ �.,t` s-.s._a•��p,r -a-- -! v�-i it r-'_w__ o-.._'- -_,. o -o a�. 0 FL 1�, o-. s u-\.o • a _. ' 'ro - •e a r*- - 0-.rlmt 1` 1 _ \ i7�\ 1 `- - - EJ09 F(.9r '(AIi.1 PER `, s�,il,r. I) .. ' ,� AS.BTCLGT ' \ Y \ \L \ - • INSTALL N 'SS MH APPRO%.H428'1 , F I' \ �`\ \ _ • AT INSIDE DROIA CONNEcn b', - y ' p f ', • PER COR STD. TAILS 400.1 i,402.2 ` • \ '� a't s REMOVE EXISTING, R PIPE et, b ' R-- v• y \ \ CONFLICT AND PASTA APPROX.30,LF L • q CV `� ` ` - OP 1r DI S8 PIPE k \\ ` h\\, �. WELD CONNECTION AN�EXTEND,AS w ' k STEEL CASING 180 180rAESS7UILT NV E<•1T4.87 EXISTING GROUND 1 170 i NAVO88 NV EL"118.36 \ --" 170 i 160 p`4 G NH PAN-1 PER j `` `'W f5 160 150 '.� �A U1T EL1•MAI ) `-- - Ag�/g,i 1NV 8r160.gx 150 i ~7 [ NAVGBB NN EL.f61.11 REMOVE APPROX.OW 1OCLA p- _ 140 1r DI 88 PIPE APPROX+ , SQ"..Y}{ _ - 140 PROPOSED RETAINING WALL --1- 130 RENTON TO BELLEVUE'PROJECT ' 1 l 130 120 PROPOSED FINISHED GRADE Vt I 120 RENTON r0 BELL:VUE PROJECT -1 110 MASTER PLAN CONCEPT- I TI 110 100 FINSHEO GRADE - `sue___ I I IF N 8TH DIRECT ACCESS ...+r.4:s_= `4I - -F-IF I 100 INTERCHANGE IS CONSTRUCTED -- J 1 90 �'t I -�- so $ -_r_n j 'of 12'Or SS PIPE INSTALL NEW 60'SS MH(APPROX.H428')- \ 80 --- , IN 20•STEEL CASING REMOVE J WI INSIDE DROP CONNECTION NOTE -�)� EAT INN NIft/ 13 ELEVATIONS SHONN ASSUME AS-BUILT PLAN BO f•�"���� Zf�(1,9 AS-BUi1T 1NV F1.S7.59 PER COR STD.DETAILS W0.1 S 402.2 70 -�I S•0 MAF 1x :WVO88 INV 0,91.08 DATUM IS NGVD29 ELEVATIONS ADJUSTED S NA 88 B1'EL M0.11 INSTALL APPRO%.)a LF • APPRO%NAVDBB ELEVATION 70 3 60 _- BiLO EXTEND LI OF WELD^DI CO SS PIPE AND AS-BUILTR DATUM HAS NOT BEEN NT 60 CONFIRMED WITH CITY OF RENTON • (NAVD)88 .4 50 LIMITS OF EXISTING 70'(NAME TER STEEL CASINO: CASING EXTEND 20"STEEL CASING + 20+00 21+i I1 _.--__ _.. -_—_-__ 50 00 Y I. MASTER PUN NADENING EX SR 1 I. 'LX NB I 23400 24+00 25+00 26+QQ I MASTER PLAN ra I_ EX NB I�OS i ` WIDENING11 I1405 R2A WIDENING II-405 A2D WIDENING CONCEPTUAL DESIGN NOT FOR CONSTRUCTION ~ w Alb. CITY OF RENTON UI 1268 (EXIST 12" SS) �PLDTmD BY:Whig r SCALE IN FEET Washington State DATE: 'L1Y301a TIME; 17:08:31 AM LINE I Va.D�partmanl of Transportation LINE x: ._ _ ...__ _..