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HomeMy WebLinkAboutContract CAG-15-225 GM 1513 Washington State Department of Transportation and the City of Renton GENERAL MAINTENANCE AGREEMENT For MAINTENANCE of SR 515 LANDSCAPE STRIPS & STORMWATER FACILITIES Constructed as part of the 1-405/1-5 to SR 169 Stage 2 -Widening and SR 515 Interchange Project Between SR 515 MILEPOST 6.68 and MILEPOST 6.95 This AGREEMENT is made and entered into by the CITY OF RENTON, a municipal corporation, hereinafter the "CITY," and the WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, hereinafter the "STATE," collectively referred to as the "Parties" and individually referred to as "Party." WHEREAS, the STATE, in the interest of providing congestion relief for the 1-405 Corridor, constructed improvements along 1-405 within the CITY through a project known as the 1-405/1-5 to SR 169 Stage 2 —Widening and SR 515 Interchange Project, hereinafter the "Project;" and WHEREAS, the CITY requested that the STATE include landscape strips along both sides of SR 515 located within state-owned limited access right of way; and WHEREAS, the STATE entered into an agreement with the CITY, GCA 5721 "Cooperative Agreement for Design and Construction of the 1-405/1-5 to SR 169 Stage 2 Widening and SR 515 Interchange Project," executed October 1, 2008, and Section 4.4.7 thereof provided for the CITY's maintenance of the landscape strips on SR 515 located within state-owned limited access right of way; and WHEREAS, the STATE constructed the requested landscape strips as an element of the Project; and WHEREAS, the STATE constructed stormwater facilities on and adjacent to SR 515 as part of the Project; and WHEREAS, the Parties desire to identify each Party's respective responsibilities for the maintenance of the features provided in this Agreement and identified in the exhibits, NOW, THEREFORE, pursuant to Revised Code of Washington (RCW) 47.28.140, the above recitals that are incorporated herein as if fully set forth below, and in consideration of the terms, conditions, covenants, and performances contained herein, including Exhibits A, B, C, and D, which are attached and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: GM 1513 General Maintenance Agreement for SR 515 Page 1 of 9 1.0 GENERAL 1.1 The CITY agrees to accept the maintenance responsibilities and requirements identified in Sections 2.1, 3.0, 5.0, and 6.0, at CITY expense, for the lawn, street trees, and irrigation system installed by the Project within state-owned limited access right of way and designated as "Irrigated Lawn," hereafter "Landscape Strips," in Exhibit A. 1.2 The CITY agrees to accept the maintenance responsibilities and requirements identified in Section 2.2, at CITY expense, for stormwater conveyance systems (Systems). 1.3 The CITY is not required to notify the STATE in order to conduct routine maintenance activities so long as highway lane closures are not necessary. 1.4 The CITY will notify the STATE in writing when lane closures are necessary for maintenance activities and will provide specific dates and times for those closures. Prior to performing maintenance work, the CITY shall prepare a traffic control plan in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and submit it to the STATE Area 4 Maintenance Superintendent, as listed in Section 1.5, fourteen (14) calendar days prior to the CITY's maintenance work. The STATE will provide a timely review and approve and if necessary modify, at its discretion, the CITY's traffic control plan. 1.5 Designated representatives. 1.5.1 STATE: WSDOT Northwest Region, Area 4 Maintenance Superintendent: 26620 —68th Avenue South, Kent, WA 98032 (253) 372-3900 1.5.2 CITY: City of Renton Community Services Department: 1055 South Grady Way, Renton, WA 98057 (425) 430-6600 2.0 CITY MAINTENANCE RESPONSIBILITIES 2.1 LANDSCAPE STRIPS 2.1.1 At the end of the 1-year plant establishment period, as provided in the Project's contract, the CITY assumed landscape maintenance responsibilities for the lawn within the Landscape Strips. 2.1.2 At the end of the 3-year plant establishment period, as provided in the Project's contract, the CITY assumed landscape maintenance responsibilities for the street trees within the Landscape Strips, and the maintenance and operation of the irrigation system for the Landscape Strips. 2.1.3 All landscaping maintenance work shall be performed under the supervision of, or at the direction of, qualified CITY staff with experience in the CITY's approved maintenance practices. GM 1513 General Maintenance Agreement for SR 515 Page 2 of 9 2.1.4 The Landscape Strips located within state-owned limited access right of way are the responsibility of the CITY and shall be maintained in a clean, neat, and safe condition. 2.1.5 All pruning and mowing shall be performed, at a minimum, per STATE policy as described in Chapter 6, Roadside Management, of the STATE Maintenance Manual (M 51-01), current edition, as amended, located at http://www.wsdot.wa.gov/Publications/Manuals/M51-01.htm. 2.1.6 Application of pesticides and herbicides within STATE right of way shall be performed by, or under, the direct supervision of CITY officers, officials, employees, and/or agents who possess a current Public Operator or Commercial Pesticide Operator license, as required by law. Washington State Department of Agriculture Pesticide Application Records shall be kept by the CITY for each application in accordance with chapter 17.21 RCW and be made available for review by the STATE within five (5) calendar days of its request. 2.2 STORMWATER CONVEYANCE SYSTEMS 2.2.1 The CITY shall maintain the Systems that are located outside of the limited access right of way, as constructed by the Project and identified as "Conveyance System (By City)" on Exhibit B, Maintenance Responsibilities, and in Exhibit C, Stormwater Facility List. 2.2.2 The CITY agrees to maintain the Systems described in Section 2.2.1 according to CITY standards. The Systems shall be maintained to preserve their original efficiency and preserve adequate flow. 2.2.3 At the end of the one-year general warranty period as provided in the Project's contract, the CITY assumed maintenance responsibilities for the Systems. 2.2.4 Stormwater discharge onto state-owned property from the stormwater conveyance system structure DR08-33 will require a no fee modified utility permit (Exhibit D) issued by the STATE to the CITY. The CITY agrees to make application to the STATE for a no fee modified utility permit as shown in Exhibit D. 3.0 IRRIGATION SYSTEM 3.1 As part of the Project, an irrigation system was installed by the STATE through its design-build contractor (Design-Builder) within state-owned limited access right of way for the purpose of irrigating the Landscape Strips. 3.2 The irrigation system was connected to water and electric services supplied by the CITY. 3.2.1 All costs for the water and electric services, including but not limited to connection and usage costs, shall be paid by the CITY. GM 1513 General Maintenance Agreement for SR 515 Page 3 of 9 3.2.2 The CITY shall be responsible for obtaining any and all electrical service utility agreements with the electric service provider necessary for the electrical service connection. 3.2.3 The STATE, through its Design-Builder, coordinated with the CITY on the timing of the installation and necessary location of the water and electrical services. 3.2.4 The water service will require a utility permit or franchise issued by the STATE to the CITY if it is located within state-owned limited access right of way. The CITY agrees to make application to the STATE for a utility permit or franchise. 3.3 The STATE, through its Design-Builder, supplied labor and materials, including the electrical service cabinet, to connect the irrigation system to the water and electrical services supplied by the CITY as described in Section 3.2. The CITY has accepted ownership of and shall maintain the electrical service cabinet. 3.4 The CITY supplied the water meter as part of the installation of the water service. 3.5 During and following the CITY assuming landscape maintenance responsibilities, as outlined in Sections 2.1.1 and 2.1.2, the CITY shall be responsible for paying for the water, electricity, and any required maintenance associated with the irrigation system for watering the Landscape Strips. 3.6 The CITY shall be responsible for operation and maintenance of the irrigation system and appurtenances at its sole expense. 3.6.1 The CITY shall perform normal and regular operation and maintenance of the irrigation system, including, but not limited to, winterization, spring start-up, annual backflow testing, programming of irrigation clocks, flushing and testing the irrigation systems, replacement of damaged or broken irrigation system components: heads, pipes, wires, and valves as needed for complete operation. 3.6.2 The CITY shall inspect and test backflow devices (double-check valves), prepare test reports, and obtain annual approval from the serving utility or CITY representative in accordance with WAC 246-290-490, Cross- Connection Control, and other applicable regulations as required by the Washington State Department Health. 3.6.3 WAC 246-290-490 requires tests to be performed, completed, and recorded by a licensed Backflow Assembly Device Tester or a Certified Water Works Operator with a CCS1 or CCS2 Classification. Test reports shall document that each device is in good working order prior to spring start-up, flushing, and testing of the irrigation system. 3.6.4 Test results shall be recorded and kept on file with the CITY. These records shall be provided to STATE upon request and shall be maintained for a period of five (5) years in accordance with WAC 246- GM 1513 General Maintenance Agreement for SR 515 Page 4 of 9 290-490. The provisions contained within this Section shall survive the termination of this Agreement. 4.0 STATE MAINTENANCE RESPONSIBILITIES 4.1 The STATE agrees to accept the maintenance responsibilities, at STATE expense, for the stormwater facilities and their associated conveyance systems, as constructed by the Project and identified as "Stormwater Facilities (By State)" or "Conveyance System (By State)" on Exhibit B, Maintenance Responsibilities, and in Exhibit C, Stormwater Facility List. 4.2 Maintenance of the facilities described in Section 4.1 shall be in accordance with STATE policy as described in the STATE Maintenance Manual (M 51-01) Chapter 4, Drainage, current edition; as amended and the STATE Highway Runoff Manual (M 31-16) Chapter 5, Section 5-5, Operation and Maintenance, current edition, as amended. 5.0 EMERGENCY MAINTENANCE AND OPERATION 5.1 Should the STATE determine those areas of CITY maintenance responsibility on Exhibits A and B within state-owned limited access right of way present an immediate danger to the traveling public or the construction, operation, and maintenance of SR 515 and/or 1-405, the STATE will notify the CITY, if time permits, and request that the CITY immediately address the maintenance problem. 5.2 In the event that CITY forces are not available to perform emergency maintenance or operation upon the STATE's notice to the CITY's designated contact identified in Section 1.4.2, or if the STATE determines that immediate action is necessary, the STATE reserves the right to perform the emergency maintenance or operation, at CITY expense. 5.3 Actual direct and related indirect costs associated with emergency maintenance performed by the STATE, pursuant to Sections 5.1 and 5.2, shall be billed to the CITY. The CITY shall reimburse the STATE for said costs within thirty (30) calendar days after receipt of a detailed invoice. 6.0 IMPROVEMENTS 6.1 Any improvements made by the CITY within the state-owned limited access right of way, including changing the features of the Landscape Strips and/or irrigation system, are subject to review and approval by the STATE prior to installation. The design of said improvements shall be in accordance with the guidance in the STATE Design Manual(M 22-01), current edition, as amended. 6.2 In the event that widening or other highway improvements are contemplated by the STATE that will impact areas covered by this Agreement, the STATE will review the impacts of the widening or improvement with the CITY. • GM 1513 General Maintenance Agreement for SR 515 Page 5 of 9 7.0 RIGHT OF ENTRY 7.1 The STATE hereby grants to the CITY and its authorized agents, contractors, subcontractors, and employees, a right of entry upon the STATE's right of way, subject to the terms of Section 7.2, for the purpose of maintenance and operation, as required by this Agreement. 7.2 The granting of this right of entry to the CITY pursuant to Section 7.1 does not relieve the CITY from the need to obtain any required permits that may be necessary to perform maintenance, operation or work as required in this Agreement. 7.3 The CITY hereby grants to the STATE a right of entry upon the CITY's right of way for the purpose of maintenance, as required by this Agreement. 8.0 INDEPENDENT CONTACTOR 8.1 The CITY shall be deemed an independent contractor for all purposes, and the employees of the CITY or any of its contractors, subcontractors, consultants, and the employees thereof, shall not in any manner be deemed to be employees of the STATE. 9.0 INDEMNIFICATION AND HOLD HARMLESS 9.1 To the extent authorized by law, each Party to this Agreement shall protect, defend, indemnify, and hold harmless the other Party, its officers, officials, employees, and agents, while acting within the scope of their employment as such, from any and all costs, claims, judgments, and/or awards of damages (both to persons and/or property), arising out of, or in any way resulting from, each Party's negligent acts or omissions with respect to its actions under the provisions of this Agreement. No Party will be required to indemnify, defend, or hold harmless the other Party if the claim, suit, or action for injuries, death, or damages (both to persons and/or property) is caused by the sole negligence of the other Party, its officers, officials, employees, and agents, while acting within the scope of their employment as such. Where such claims, suits, or actions result from the concurrent negligence of the Parties, or involves those actions covered by RCW 4.24.115, the indemnity provisions provided herein shall be valid and enforceable only to the extent of each Party's or its offices', officials', employee', and agents' own negligent acts or omissions. 9.2 The CITY agrees that its obligations under this Section extend to any claim, demand, and/or cause of action brought by, or on behalf of, any CITY employees or agents while performing Landscape Strips, Stormwater Conveyance, and Irrigation System operation and maintenance identified on Exhibits A, B and C, as appropriate. For this purpose, the CITY, by mutual negotiation, hereby waives, with respect to the STATE only, any immunity that would otherwise be available against such claims under the Industrial Insurance provisions of chapter 51.12 RCW. 9.3 This indemnification and waiver shall survive the termination of this Agreement. GM 1513 General Maintenance Agreement for SR 515 Page 6 of 9 • 10.0 SEVERABILITY 10.1 If any section, term, or provision of this Agreement, or any section, term, or provision of any document incorporated by reference, shall be held invalid, such invalidity shall not affect the other sections, terms, or provisions of this Agreement that can be given effect without the invalid section, term, or provision, if such remainder conforms to the requirements of applicable law and the fundamental purpose of this Agreement, and to this end the provisions of this Agreement are declared to be severable. 11.0 AMENDMENT 11.1 Either Party may request modifications to this Agreement. 11.2 No variation or alteration of the terms of this Agreement shall be valid unless made in writing and signed by authorized representatives of the Parties hereto. 12.0 ALL WRITINGS CONTAINED HEREIN 12.1 This Agreement contains all the terms and conditions agreed upon by the Parties to this Agreement. No other understanding, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind either of the Parties hereto. 13.0 GOVERNANCE 13.1 This Agreement is entered into pursuant to, and under the authority granted by, the laws of the State of Washington and applicable federal laws. 13.2 The provisions of this Agreement shall be construed to conform to these laws. 14.0 EFFECTIVENESS AND DURATION 14.1 The term of this Agreement shall begin on the last date entered below and continue to be in full force and effect until such time either Party provides written notice of termination to the other Party pursuant to Section 16. 15.0 DISPUTES 15.1 In the event that a dispute arises under the provisions of this Agreement, the CITY and the STATE agree to work quickly and collaboratively to determine a resolution using the following guidelines at the lowest organizational level. 15.2 The process to informally resolve the issue shall proceed in the following order: 15.2.1 The CITY's Community Services Administrator and the STATE's Northwest Region Area 4 Maintenance Superintendent shall jointly cooperate to resolve any dispute as quickly and efficiently as possible. 15.3 If unresolved, either Party may terminate this Agreement pursuant to Section 16, TERMINATION. GM 1513 General Maintenance Agreement for SR 515 Page 7 of 9 16.0 TERMINATION 16.1 Either Party may terminate this Agreement for any reason with sixty (60) calendar days prior written notice, only if mutually agreed to in writing and signed by persons authorized to bind each of the Parties. 16.2 Upon termination, the CITY shall have no further responsibility of any kind or nature regarding the Landscape Strips within state-owned limited access right of way at the locations shown in Exhibit A. 16.3 Upon termination of this Agreement, the STATE will terminate the utility permit or franchise described in Section 3.2.4. Termination of the utility permit or franchise will require the CITY to disconnect the water, remove the water connection, remove the water pipe from state-owned limited access right of way, and cap the irrigation pipes. 16.4 Upon termination, those features within state-owned limited access right of way identified as CITY maintenance responsibilities shall revert to STATE responsibility and may be maintained as determined solely by the STATE. 16.4.1 The electrical service associated with the irrigation system shall be disconnected. 16.4.2 The STATE shall have no further obligation to maintain the Landscape Strips or irrigation system. 16.4.3 The STATE, in its sole discretion, may remove all plantings within the Landscape Strips. 17.0 VENUE 17.1 In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. The Parties shall be responsible for their own attorney and witness fees and costs. GM 1513 General Maintenance Agreement for SR 515 Page 8 of 9 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the Party's date signed last below. CITY OF RENTON WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Denis Law Di►Y tc� N15Cepi Mtn By (print): By (print): iYakr __ __,..:41/1.,1/4.:„...A_____ Signature: Signature: Mayor Assistant Regional Administrator for Maintenance Zl - [Z/it//r Date: Date: Attest: ��zi��y--4 EuOIF iFi � J on Set City o- itf�• 0 Date: 1 `Z � /5 =* 44 2 i �" SEAL *j APPROVED AS TO FORM: '% 1 APPROVED AS TO FORM: uominninitio Larry Warren ANN E. SALAY By (pri By p 'nt): A44,4•44.464e?ett,6-4-,•/..L___ t Signature: Signature: City Attorney Senior Assistant Attorney Gener I 2105— /1---- -1,5"-- Date: Date: GM 1513 General Maintenance Agreement for SR 515 Page 9 of 9 GM 1513 Exhibit A ilk • - ....... ir 7, ,,,h I-'• > ii, ... ..5:...... 0 1-405 cOrri. 0T S-sogn713.141.41s-,, _ B fir . %$ . . s)vs. WIRING SLEEVE FOR ELECTRICAL SERVICE LINE . , -" ,:.4-! 1 P. I" 0 R ONSTRUCTIO I \, • -VA 1 ',4 •-•., ,'"1,:' ,•14411014____, ,...-- ' . ,., , ---••• -v—-r- ,ft 1 ' • 0 \1\ WI , , 1.1 cpc , , 0 4.- :::::::%,"::-.-I.,..,... ' 3 -— " 74..,...1---. V ...., . -*--'---*'-'"Z-"-"'"..--...,,,, ',"'"4,-0,,,,S,,,•,,..,_. ...,, / . -,,,.... ••,....,, •--. ', 0 •I a&--"F- ;: 1,,•,; -'--4,C,'"-,A ".-•....... 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R-'''' v, iii4 . ..f I .. ••• %\ :: CONSTRUCTION NOTES: LEGEND 0 INSTALL IRRIGATION SYSTEM IN PLANTER STRIP J IRRIGATED LAWN(SEE SYSTEM DETAIL) p WATER METER 0 WATER METER LOCATION 0 EXISTING STREET TREE * MANUAL DRAIN VALVE i----.-6-1 S 25 40 ICQUICK COUPLER VALVES F 1 EXISTING WATER VAULT BOX 0 QUICK COUPLER VALVE SCALE IN FEET X EXISTING IRRIGATION BOX (I CONTROL VALVE ®AUTICTITLAICY CZOCZERELACVHAL:IDSE Of STREET) C1:)POINT OF CONNECTION ASSEMBLY 1 0 CONTROLLER itr(": I-405 CORRIDOR DESIGN-BUILDERS Am. IV . Washington State .---.:...,-_:. Department of Transportation -..-_„,. ,, I-405 1-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE IRRIGATION PLAN IR-0-01 emu" ....-. !1 LEGEND 31=-00.-- N Pi cON4cYANCE BYSTLTA(BY CITY) 'I. STORMWATER FACILITIES(BY STATE) /WITHERS AVE mom CONVEYANCE SYS'TE A(BY STATE) .+..+ I IUIrtFI,Af'fJSS a-q. - . TALBOT •-.. / POND DR08-05 DR08-1: ./. 15TH S-f. FAT TY DISPERSION ' MODIFIED MEDIA•-- 4.." //f PI1 / FILTER DRAIN fli ,. ////// ///' \., ,4 7.7 ' ////// 1. I DR08-23 //// / S "7 / SSR RS 515 MP 6.68 , DR08-04 7 DR08-33 DR08-14 h/ / . DR08-20' St 1 DR08-0 • DR08-31 DRO8-21 DR08-2 DRO8-01 DR08-02 N . _—in Angligre '` 1.`DR08-15 low i i� 17 DR08-30 an 61i(TAL.ROT ItD Vin► ` DR08-16 DR08-13 >� 11111011111g1 .. DR08-32 11 _ _ _ --- ——'—DR08-11 - DR08-12 __ DR08-10 6R08-25 D R08-26, _-_---s" _ p , DR08-19 II. l DR08-27A UD '' ' — ��--- --1 a uo_ r ``(� t- DR08-07 0 } a- I lk DROr-0 "IT' " _ SR 515 MP 6.84= l DR08-06 TRS Sta.19+00 x DR08-08 / fell • DR08-28 u References: f 1-405,1-5 to SR 169 Stage 2-Widening and SR 515 Interchange As-Built drawings: / -Drainage Plan DR-0-08(dated 7/23/10); 4 1 • -Drainage and Utility Crossing Plans and Profiles DR-0-21(6/8/11),DR-0-22(dated 6/7/11), DR-0-23(dated 6/8/11),and DR-0-24(dated 6/8/11);and • -Drainage Profiles DP-0-10(dated 6/8/11),DP-0-11(dated 8/29/11),and DP-0-12(dated 6/8/11). GM 1513 EXHIBIT B MAINTENANCE RESPONSIBILITIES • • GM 1513 General Maintenance Agreement SR 515 Exhibit C Stormwater Facility List Conveyance System (By CITY) STRUCTURE NOTES DR08-01 Catch Basin Type 1 + 12" storm sewer pipe DR08-02 Concrete Inlet+ 12" storm sewer pipe DR08-03 Catch Basin Type 1 with circular frame and cover+ 12" storm sewer pipe DR08-04 Catch Basin Type 1 + 12" storm sewer pipe DR08-06 Catch Basin Type 1 + 12" storm sewer pipe DR08-07 Catch Basin Type 1 + 12" storm sewer pipe DR08-08 Grate Inlet Type 2 with B-40.40.0.0 grate + 12" storm sewer pipe DR08-19 Catch Basin Type 1 with circular frame and cover+ 12" storm sewer pipe DR08-23 Catch Basin Type 1 + 12" storm sewer pipe DR08-25 Catch Basin Type 1 + 12" storm sewer pipe DR08-26 Catch Basin Type 2, 48-inch with circular frame and cover + 12" storm sewer pipe DR08-27 Catch Basin Type 2, 48-inch with circular frame and cover + 12" storm sewer pipe DR08-32 Catch Basin Type 2, 48-inch with circular frame and cover + 12" storm sewer pipe DR08-33 12" storm sewer pipe only GM 1513 Page 1 of 2 Conveyance System (By STATE) STRUCTURE NOTES DR08-05 Catch Basin Type 1 + 8" underdrain pipe only which outlets from Catch Basin Type 1 DR08-09 Catch Basin Type 1 + 12" storm sewer pipe DR08-10 Catch Basin Type 1 + 12" storm sewer pipe DR08-11 Catch Basin Type 1 + 12" storm sewer pipe DR08-12 Catch Basin Type 1 + 12" ductile iron pipe DR08-13 Catch Basin Type 2, 48-inch + 12" storm sewer pipe DR08-14 Catch Basin Type 2, 54-inch with oil-water separator + 8" ductile iron pipe with 8" gate valve, box and cover DR08-15 Catch Basin Type 2, 48-inch with circular frame and cover + 12" storm sewer pipe DR08-16 Catch Basin Type 2, 48-inch + 18" storm sewer pipe DR08-18 Catch Basin Type 1 + 12" storm sewer pipe DR08-20 12" storm sewer pipe only DR08-21 Catch Basin Type 2, 54-inch with flow restrictor+ 12" storm sewer pipe DR08-22 Catch Basin Type 2, 48-inch with debris cage overflow structure + 12" storm sewer pipe DR08-28 Catch Basin Type 2, 48-inch + 12" storm sewer pipe DR08-30 Catch Basin Type 1 with circular frame and cover+ 12" ductile iron pipe DR08-31 Catch Basin Type 2, 48-inch with circular frame and cover + 12" storm sewer pipe Stormwater Facilities (By STATE) MMFD.S2.8 Modified Media Filter Drain +10" underdrain pipe inlet + 10" underdrain pipe outlet Talbot Pond Detention pond 15th Street Facility Dispersion facility + 8" underdrain pipe inlet GM 1513 Exhibit C — Stormwater Facility List Page 2 of 2 ,�„State Application for Utility Permit ale illoskiDepurbnost d Transportation (Stormwater Discharge) GM 1513 Exhibit D Permit/Franchise No. Applicant-Please print or type all information Application is Hereby Made For: ® Permit ❑Amendment ❑ Category 2 $300.00 0 Permit/Renewal$250.00 To Construct,Operate,and/or Maintain Stormwater Discharge onto a portion of State Route 515 (at/from)MilePost 06.78 to Mile Post 06.79 in King County, to begin in the SE 1/4 NE 1/4 Section 19 Township 23 North: Range 5E West/East W.M. and end in the SE 1/4 NE 1/4 Section 19 Township 23 North: Range 5E West/East W.M. Fees in the amount of$ 0 are paid to cover the basic administrative expenses incident to the processing of this are paid to cover the basic administrative expenses incident to the processing of this application according to WAC 468-34 and RCW 47.44 and amendments thereto.The applicant promises to pay any additional costs incurred by the Washington State Department of Transportation(Department)on behalf of the applicant. Checks or Money Orders are to be made payable to"Washington State Department of Transportation." City of Renton Applicant(Referred to as Utility) Applicant Authorized Signature 1055 South Grady Way Address Print or Type Name Renton WA 98057 City State Zip Code Title (425) 430-6400 Telephone Dated this day of 916001271 Email Federal Tax ID Number or Social Security Number n/a Applicant Reference(WO)Number Authorization to Occupy Only If Approved Below The Department hereby grants this Stormwater Discharge Permit(Permit), subject to the terms and conditions stated in the Stormwater Discharge General Provisions, Special Provisions, and Exhibits attached hereto and by this reference made a part hereof. For Department Use Only Exhibits Attached Department Approval By: Exhibit B Utility Facility Description Exhibit C Right of Way Plan Title: NWR Utilities & RR Fngineer Exhibit D Drainage Plans Date: Exhibit E Hydraulics This Permit Expires ten years from the effective date, but may be renewed upon the Department's review and verification that the installation meets all applicable requirements at the time of renewal. DOT Form 224-693 EF Page 1 Revised 01/2014 GM 1513 Exhibit D Page 2 of 20 Stormwater Discharge General Provisions This Permit is issued pursuant to the terms of RCW 47.32, RCW 47.44, and WAC 468-34, and amendments thereto. 2. The Utility agrees that it shall be responsible for and pay the Department's expended direct and indirect costs associated with applicable provisions of the Permit. (a) The Department will assign a reimbursable account to the Utility as a means of invoicing the Utility for the costs associated with this Permit. (b) The Department will invoice the Utility and the Utility agrees to pay the Department within thirty (30) calendar days of the invoice date. 3. Upon approval of this Permit, the Utility shall comply with all Stormwater Discharge General and Special provisions herein. "Work" under this Permit shall mean operation and maintenance of the Utility's facilities as authorized herein. 11. The Utility shall provide proof of insurance coverage prior to performing any Work within state-owned highway right of way, as follows: (a) Commercial General Liability covering the risks of bodily injury (including death), property damage, and personal injury, including coverage for contractual liability, with a limit of not less than $3 million per occurrence and in the aggregate; (b) Business Automobile Liability (owned, hired, or non-owned) covering the risks of bodily injury (including death) and property damage, including coverage for contractual liability, with a limit of not less than $2 million per accident; and (c) Employers Liability covering the risks of Utility's employees' bodily injury by accident or disease, with limits of not less than $1 million per accident for bodily injury by accident and $1 million per employee for bodily injury by disease. Such insurance policies or related certificates of insurance shall name the Washington State Department of Transportation as an additional insured on all general liability, automobile liability, employers' liability, and excess policies. A forty-five (45) calendar day written notice shall be given to the Department prior to termination of or any material change to the policy(ies) as such relate(s) to this Permit. 12. If the Utility is a city or county, it shall provide verification of insurance coverage at a minimum in the amounts and types identified in Section 11 to the Department by submitting proof of its coverage through a Risk Pool or verification that the city or county is self-insured, to comply with the Section 11 insurance terms and conditions of this Permit. If allowable under its coverage, the city or county shall name the Washington State Department of Transportation as an additional insured for the coverage required by this section. 14. This Permit may not be amended or modified without the Department's prior review and written approval. 16. The Utility agrees to maintain, at its sole expense, its facilities authorized by this Permit in a satisfactory condition. 19. If the Utility Work performed under this Permit alters, modifies, changes, or interferes in any way with the drainage of the state-owned highway right of way, the Utility shall, at its own expense, make all corrections and/or provisions the Department requires to fix and restore the state-owned right of way drainage to its original condition and function prior to the Utility's Work. Any flows from the Utility shall not exceed the flows discharging to WSDOT drainage, as allowed under this Permit. Any flows discharged to state-owned highway right of way shall meet the requirements for quantity and water quality according to the current version Highway Runoff Manual (M 31-16). Should the Utility not make the required drainage restoration, the Department reserves the right to make such changes as necessary to restore the original drainage function at the sole cost of the Utility, and the Utility agrees to pay the Department's expended costs and expenses for performing the work in accordance with Stormwater Discharge General Provision 2. PERMIT xxxxx Page 2 Stormwater Discharge General Provisions GM 1513 Exhibit D Page 3 of 20 Provisions for Stormwater Discharge OCCUPANCY of state-owned right of way: 23. If the Department, at its sole discretion, shall determine that any or all of the Utility's facilities must be modified, removed from, or relocated within the state-owned highway right of way as necessary, incidental, or convenient for the construction, alteration, improvement, repair, relocation, or maintenance of the state highway, or for the safety of the traveling public, the Department shall notify the Utility in writing of its intent to modify, relocate, or remove any or all of the Utility's facilities within or from the state-owned highway right of way. 25. If the Department determines in good faith that emergency maintenance work on the Utility's facility is needed to (a) protect any aspect of the state highway right of way or (b) secure the safety of the traveling public due to a failure of the Utility's facility, the Department may perform the necessary work without the Utility's prior approval. The Department will notify the Utility of the emergency work performed as soon as practicable. 26. The Department may amend, revoke, or cancel this Permit at any time by giving written notice to the Utility. If the Permit is amended, the Utility will have thirty (30) calendar days to modify the facility as the Permit amendment(s) require. If the facility modifications cannot be made within thirty (30) calendar days, the Utility shall respond to the Department, in writing, as to when the facility modifications can be made. If the Permit is revoked or canceled, all facilities may be removed by the Department. 27. The Utility shall not assign or transfer this Permit without the Department's prior written approval. The Utility understands that any assignment or transfer requires the assignee or transferee to have the means to assume all obligations, duties, and liabilities of the terms and conditions of this Permit , and the Utility will advise the assignee or transferee of its obligation to apply for an updated or replacement Permit. If the Department does not approve the assignment or transfer, this Permit shall automatically terminate, and the Utility shall be subject to the terms of RCW 47.44.060. 28. The Utility, its successors and assigns, shall indemnify, defend at its sole cost and expense, and hold harmless the State of Washington, its officers and employees, from all claims, demands, damages both to persons and/or property, expenses, regulatory fines, and/or suits that (1) arise out of or are incident to any acts or omissions of the Utility, its agents, contractors, and/or employees, in the use of the state-owned highway right of way as authorized by the terms and conditions of this Permit , or(2) are caused by the breach of any of the terms or conditions of this Permit by the Utility, its successors and assigns, and its contractors, agents, and/or employees. The Utility, its successors and assigns, shall not be required to indemnify, defend, or hold harmless the State of Washington, its officers and/or employees, if the claim, suit, or action for damages both to persons and/or property is caused by the sole acts or omissions of the State of Washington, its officers and/or employees; provided that, if such claims, suits, or actions result from the concurrent negligence of(a) the State of Washington, its officers and/or employees, and (b)the Utility, its successors or assigns, agents, contractors, and/or employees, or involves those actions covered by RCW 4.24.115, the indemnity provisions provided herein shall be valid and enforceable only to the extent of the acts or omissions of the Utility, its successors or assigns, agents, contractors, and/or employees. 29. The Utility agrees that its obligations under this Permit extend to any claim, demand, and/or cause of action brought by, or on behalf of, any of its employees or agents while performing Work under this Permit while located on state-owned highway right of way. For this purpose, the Utility, by MUTUTAL NEGOTIATION, hereby waives, with respect to the State of Washington only, any immunity that would otherwise be available to it against such claims under the Industrial Insurance provisions in chapter 51.12 RCW. 30. The Insurance requirements in Stormwater Discharge General Provisions 11 and 12 shall also apply to the Utility's occupancy of the state-owned highway right of way. PERMIT xxxxx Page 3 • Stormwater Discharge General Provisions GM 1513 Exhibit D Page 4 of 20 31. The indemnification and waiver provided for in Stormwater Discharge General Provisions 28 and 29 shall survive the termination of this Permit. 32. Any action for damages against the State of Washington, its agents, contractors, and/or employees, arising out of damages to a utility or other facility located on state-owned highway right of way, shall be subject to the provisions and limitations of RCW 47.44.150. 33. This Permit shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting rights of like or other nature to other public or private utilities, nor shall it prevent the Department from using any of the state-owned highway right of way or other properties for transportation purposes, or affect the Department's right to full supervision and control over all or any part of the state-owned highway right of way or properties, none of which is hereby surrendered. PERMIT xxxxx Page 4 5.13 Utility Faciity ' *aapEi t6n WI Department of'Transportation Applicant Field Contact Person Field ContactPhone Number Applicant reference(WO)Number Permit/Franchise Number n/a Permit xxxxx State Route Highway Scenic Class Access Control Begin MP End MP Reference MP Distance and Direction(From nearest reference MP) 515 C Full Access Control 06.78 06.79 06.77(ROW plan limit) 0.01 north Facility Description Stormwater discharge into WSDOT stormwater facility or onto WSDOT right of way Associated with structure numbers DR 08/04, DR 08/27, &DR 08/33 Facility Detail Lt/ Offset Distance Description R/W Remarks MP to MP Rt Width Including Pertinent Topography Info. (Turnouts, Xing From From Edge Depth/ Road Approaches, Intersections, Cut, Fill, Culvert, Centerline of Traveled Height D1 Items to be Installed/Constructed Left Right Guardrail, etc.))Gng Technique, Control Zone Obj., Way Enter-Leave R/W 06.78 06.78 Lt. 150 feet stormwaterdischarge [DR 08/04] discharge to WSDOT facility 06.78 06.78 Rt. 70 feet stormwater discharge [DRO8/27] discharge toWSDOTfacility 06.79 06.79 Lt. 100 feet stormwaterdischarge [DR 08/33] discharge to WSDOT right of way MS Word simulation of DOT Form 224-697 EF Exhibit "B" Page 1 of 1 Pages Current As of 7-1-99 .tflOy..._. s???00 !:!..9.,25 .0011 Nrt 4SN)t4_,'.•lA 3.6 111 .•0..,A 4"Y59:.92_4..ffil_0.0^_.- 0 000-0 0 0__0______.. .._.._. _ .. .... .- ...-_-- E fE NI) /) (1 1A(Y CURVE DATA l �0 1 fr IUN( OQ 1_N rg27.4w-MA-44s ,,,,,,:,:,,,,,,,,,t,, KjI Q�1 Nlt D�.I2 a m t?,o Ar 1 i �� T. 2 3 N . R 5 E . W. M. TR.1011f W� 11w5 DIa 4E ,4 _ 11.1Al.. -. ....._ _� Pan.Hn ow.. iP N1wxN:. �-� as 411111,11�.. nP ro a Ns'�B .1 4A ET UP XXXXX c II r U c� �I IHI ir c«�CrJl xPnKP1Y I�f, Y15.c 10.1t7111,Exhibit 0 SO 0 --�b U5111 X19,11 15.es`10PI. �l 5E 1�A NE IIA SCALE IN EEE, o ir6 5Y f4 'i:- 111/ '__� �. -- 4 eis_1 o b s 0000_ n? r: • SEC. 19 Q.111.VIER.1.111.1 e5.0,8 i AA. 1?) , _ u on.u..N.s. ...124,-,1,-....r 1,1_..,.. J -ICAA,...:----,...'2_'& ./ _..._ 18146 N-' to y ' tx IY aS 111 it S6Lb30'-i.� E%t SrlNc 750' 0040E BP4 I NS.1 5 SD _,_12st1 ..7_ Sul INLA$4Yk.S. i,SIN 0.4.I fRIN5N15S10NEASEEIEN A IS N4 115 D?Y 31 1 r. -,...„......--„,....„4,01.03'30"E 17-1 BS.16 Ot 9T' 0004. 1/.02 a i , /ii.1i•-_ L+ la n' IIS.Y 4 0_000 1 -0 UULITY EASEMENT IN N 091516 V � '� IM"' FUTURE SOUTH RENTON .°" Alm rI PH Qs�1c as f r6 U N Paarla>__ 4T _yrrBei... s.ST .i PARK & RIDE LOT EXTENSION 00 Look " nt.04.56 >9Az11T rv01.67'36 [ ... EXTENSION 5 5 II. U_,. 00 7""1:.,:, 4.9 101 1 i�:i9 �'y, N 55 IS'03"2 ,�- A4. ♦ -Irk q 001 OOT a 9.1P.?Sf new RT, 1� / 18.54 4,.‘'. �% K 1 .1 /,,,'..,„„L, Y / / 0.....1.1$11.00 CD 40 M 1R BASIS'0 BENNNf1 AND DISTANCES I ANL 0E1E041x00 0.10.1 m♦ / i \ I ^,r 5 PASO x410.1 SIA1E 1't A•A:c00NDlx.rf 5151E44 POP,'!MIL _I: a C# / IN ". NDY•4axr•w 01 COAT °' !NAB 1"..• '118. • ' - i 34 ,, *00.37' 4, STORMWATER c<i ''" .]..:ADro 11x. 4104 // - _ .a ux1 w:::.4.‘°: INE 01SrWCES s w PE CAM 1ISIANCES.100 Soo.y 1x tl041 ''° �� o' S' I +` 4 TREATMENT INr6PNAr1BN SEE Ow 1s 4onvE,102 P,Sx10G1P1 51410 STORMWATER 2r p1 s (moor)t ` rye.. a: i AREA DEPANNEN,a r s 010.1 a.010/2 00.9 TREATMENT I^L 0IB 11q ' 'N ALS'610 / - (1 wa,) $ ' 00)11000 0x1 20./005. AREA •:...61 $.q I 1 es 1!3.80.19 415+.04aA» OOI400111P SWAPO 00 02aI E0,P000E411 01001$5x040 040 ''f-.... ,S. y ^^ Q° / a yY ' 7%L,:1 < (10101. M x41!1mLrc BEER Ac0010(0 De vwo1, DR 08/04 . 04044.40.0.4 4,4040. � ,. /' C.N ?" � Y15a��1 -L E u O w.14. - ACCESS NOIE S I discharge[e WSDOT facility 9z?Yjlo•E m 55 434.0.,/ 10.1E A.1105<u+u,nos....MSS- 41.10011.6 !CPE o ROACH IS AN 811 APO 6n APPnoACo IN 4 LEOAL .4 b JY4 ti� T-- 1 w. 111+5.[ - m'' ' a /S�,�y ' f9 7)•01.E • AMOCO 001 0 E1CL.EO SO 1EL1 IN 0111/1 100 USC NECESSANo i i' I0.,1410 • 45.53 LI , II16!K KW.OPERATION R A fOm4Rf1K 41404144 x14 5f 19'4I.1 1. 111 - (1 1" 31)1 11 NA BE SPECIFIED Ar A 01x1 s,ri 5r Kl0ar 16 1r+E III'. m 1 /!j_85'p3'� _ t Lt.l M1 .0+ !LI' �f� + SMt 41 ON BMW.OESIGNAIEO MONA.SIA tions. 13- . 207. ` ,1,:tT1 SV 4I.) I. a T k L L4; I n 1.114 40000004 15 IO 8f USED 10 4fPK DOVE(004 9:€2'- /L�� n=y}�'\95 1 5 a49) fan y pwfR AIW/0P Urll 1114 r+%1 DKY 01115(0%0(.10x!04 Mrs ) A. 51 I - LISTED 011 1NE 4)0044 U 00010 SCIROVIE. 000777 - IAr�Lrl Atyr ._�__W 1i 5.16 96?,1:. DR 08/33 --- /�• /T / , iuP11H1u ni a1 p4L)r01f IEp 1p+OSL e+1PAsnf Ps A Rnan discharge to WSDOT right of way 1 96 A0 P.1 ptA4E INEE!E3E¢EION 31 CO' Vim, N 02'11/20"E 4 1 5 / S'115.91 lx PERI ,,..511j,...147-------0000.. N�• /`�1 ; `� 05 L N 151.11'19 4x0)04 Orr"['M.4SR 47SN',4.'.' i ) 144001 OD S. 0+'s .04 11.E,)A0 Sr.01)00 AvvP0.40 APO AWWIED 03 110.SI.tl1 P Cf / I Z .r NevEADEN If.ZOO w 3 ' n STORMWATLR I (5 ) (.6.- 0.85-N6405 L INE '�` " TREATMENT-TREA 000 ACCESS..1.1.1CPLAN1.1.1C AN SEE.+.40 61 UPS 110E Y EDIPAAPY L],?Wlt -1111 f(/LOlSS.0 /y .r `.{i.u/A�E1r.wuE41uy44/ ---ti .{_ AREA DR 08/27offuur•..���+++((( 4618 8..49+.0• 0,- y, discharge to WSDOT facility \ - )-.l'9 1 .._/ %.,.\ s to B /O 11 ) E XH I B 1 T A 0 `��__ y�9} ') I l3' 1 L. / \TALBOt RO• S.vACArE0 .� , f 00AOY COx4 NJC*I41.DAri lt'�� .19ti)! 1 .,. ,, --,B"0* alG 000'4))04;+040 Llwl001 ACCESS.ES,ADL ISNED O, TnE DIRECTOR C._. 'Si %IST TNG 100 RIDE 111 NE 01v(RONArtNfal AND ENG IfLEER0 I , 2001AK Fr,. 0140.1E t CSP, I I/�• 01.101.145 AN0 ORDER ADOP(ED NAY 1. 2001 t0.' '10. acf IRAl151Al331011 EASE1ENr I 1 �/ i !0110 Y `^""""^ i / Y�� T MPPM Oft w`vNVAM w LEMK ihjT p.opear / , , 400000,00GK YWPOst 0^AGACCO V AN PAnsrEA TO / CASEN[M , / Fy �Q� R N1E / / 4'_i NE SUR Al M Kt n DE401 t 1E0I1nAY 9iA rTwrli K.r 061%!6 ENEaw1/ !4161 YL SE. _I - .r • f4 No a 1110 APPROACH rs TO SR 405 N 14...T.T.T.T. ............... ......,... .. A�.�-�000I*00 _. _�.`�/. ' iD= Hf1UAa`' i15f4`°1f SR 515 VIC. TO FOR Em C a6 04 0.4 S 6TH ST VIC. N"' 1.".01x4400 Slxu L.. m LIMIT OF PLAN o A11•14,015004..IwV ICING COUNTY • ___,_ m 0OITNEv14 E,011411 A4NO. IiiSIk,ITON [Leas Wu.NE 104011x50 N.LIR.ONLY RICO,Of 0041 AND 41001 TE0 ACCESS 1105 SR 515 STA. EBS 410+23.48 P.O.T. AHD.- CUY INE fON-SEAT 7LE NO. I EUtt. ANO N001FIE0 CONTROL yr U .11411041,2X[.15 SR 515 STA. 410+23.67 P.O.T. BK. Stara!se 0.21!45 DTO�StAIII4I DS 411.101 4 CAI C111.1.140 NH., SR 515 MP 6.77 vASNRw104 5rA1E OISAx1w1,11 of x 1,010,11DN 0.11 of M. 440.104. X 40.4 ._.. 113.IL 4..14 M waoo -�_ - ... _ ._�4t9e �., .�,__.� ___0114,._ _��.- x01 _ , AWflimWlEO 0000 AU zszoo0 n = - +"4.'Afn�fv2w1 _. ma /f 1.40+4aa• a L D w..Lr 11,, ,N.A • .. _.. - 111.5 Y I,2ijjx3-'pE 'Et) .__ .__. _..._._._..,_____ 0000__.. __... _ .�_. µ Mwl r K el. HS os,w ....Am A 1'f, "" MNN%Il4 A54(M.I.11 L5. 2.509 a5-448048? 05 sows RI O-T-k�� 5M ��•r •1�t7�7 / t 0 �'� 1.00410 A SY,906 ACCES ONE 0 .. ... ._._ _ .. ♦`,� tC _ 5 Pm 8C n n LtRLNS'r l__1 _ -� 40 _ I L%ET ESNEE t._. __.a esaE.e.F�er Ss414.61 Di•y.rglr.� E•n . ie j1.�1r o¢,gE sNenP2*Z Pew,.a 2. PwxCr cnr•1NtEP N1yr 0r 041 P<.uI 01,04000 I [9641 EC 4.1007,_.._. .. .._ ._�._. 0_0 ..-. 4 % .x. O..Am,. aa--.14811 111 - •s rAN:OE,N0 _. NtIE- r41y MtS -L 0004100 3 NL CENMALIK.QE_..1PPBRACN STATION _ TYPE _ 1000.[ o,+VH'�.N _ e" ...__.� _�.. -� ----- AxfEl v Cr •f ID,L AaEA if 1.10.1.SSCfSDP•f OWNERSHIPS tl'ir UKESS OMER ISE MONO. ACCESS APPROACH SCHEDULE _ s,Y moi' -A."'"".--'-'''''''''''' ';-" 1MNj1" -- *ft _RCSORDS OKE45 owar IN NorEO• .r n ,.1x010 _ 14vbb.Den.1Dxu., Drel%er 1'500 Sequence 57 . D -I SR 405/433 -'4`- , Exhi 1-------1 1-405 Corri.or 0:.ign-Builder - GM 1513 Exhibit D ibit D i....,-. ' ..-.. .-• 4 P e 7 of 20 ***;;;Na I Sheet 1 of 5 . " , • 1STH ST DISPERSION 0 SEE SHEET OF.0.30 ,..t.t.4- . „, r------ i '4,- 'RELEASED F0_,R17CONSTRUCTION / FOR DETAILS 'Cr• "---.1 . . ..:..... ..t .., '''.... 4 .. ..., .....„y" , , . /. ..._,4t,44,), it,,,,. '7:77"-al., P • - SEE ENLARGEMENT Nv '° (1111 • , . TALBOT POND , / SHEET DR-0-23,A.1,Ilit:fill. '•-- I AND MMFD.S2.S, El • SEE SHEET DF-0.20 ' • FOR DETAILS •,,0 ., . .. • .:, . • 41:1., _,..„, „.„. SEE MA . _..„ 5 ..-5 .,,..,..;. , -0-, 0 PROFILE 2 . • 4 * 4n4 1-4-srasis. lit fp; SHEET ri ----::------•-.,-----_______. LI _, __,___... ............,elr......smurm.,.....__..,._.._.___ dos.-i gur ,...48,„,,,• 43:), . SHEET DR-0.22 -- 10 kik -EI-1-. ''- ,_ ,. , ... ,, it n 0 / ir- •• 2 "-- -4•44:1101/.7-- -4.'•9T1 all*L- 44 •• —ST-- , GCVO ClICDT-- -' --,,,,,_. '444:4444,_innt--‘"."•-•,. ..t. _____-- , : •A,. 0 0 15 u - -1110.'"'"................4? • SEE PROFILE rh SHEET DP-0.11144 .% In''' 1J A 0 .71 \---'.....'%. •- n 4-.7'/ n**I7 0 . i. ..4- jilt Li ii 1 n ......j. ......• .4......:„.......i......... 0 El 3,-3 43 ST EXISTIN G - -9DTP LR--OEPGOOSSETPEND--D DAMAIN °G HILLS CSSREHEEEEEKET NDLAR-R0G.2E4MENT ,„ . ____ige,r___,„_ nn1•7-.-4;---,-- .,54' 1,... 0••44,4•.4., - ,,,,:// '.•'1-1(:- •Ls iiiiiNL-DiliG2FIMENT ——,..-- -uo--00— UNDERDRAIN PIPE / 0 ,,,,..., / ,,,,,, ,7 .'"71.... I I\ r- • . , CULVERT ,,•-' ; SEE NOTE\ :: CI CATCH BASIN TYPE 1 AND 2 // -•-. k , WITH GRATE OR CONCRETE INLET I ...-77 6/7------ X X GRATE INLET TYPE 2 -..„, ....„." ‘....i il •-• o MANHOLE OR CATCH BASIN TYPE 2 WMI CIRCULAR ' . - -------71-------.... 1 FRAME AND COVER X 4•7! :I II / OC.'. CLEANOUT 'a PUGET LIME ,.- • :: 'j /7 10 ....i. > DITCH Arainscaaniansx-c = RETAINING WALL --- : tild ROCK PAD 1 , 1 4 =I MEDIA FILTER DRAIN • I 1••''• I o CONSTRUCTION NOTES: • ,„,.••.•••''"-----"--'°'''''- b --I G rri CONNECT NEW PIPE TO EXISTING E REPLACE EXISTING ORATE WITH SOLID COVER _1 DRAINAGE STRUCTURE. AND ADJUST TO FINISHED GRADE. 11\ N_Til1 SEE PROFILE 0 elm 13P44. I i .:.:. M REPLACE EXISTING GRATE WITH VANED El REMOVE EXISTING DRAINAGE STRUCTURE AND -------..c--1--------------------- 4- ......,............. CONNECT UNDERDRAINS. ORATE AS PER STD PLAN B-30.30-00 ISOH ` 'fib"— ' II AND ADJUST TO FINISHED GRADE. W INSTALL UNDERDRAINS AND CONNECT TO ---------': BENSON RD 13 =1_E ABANDON EXISTING DRAINAGE STRUCTURE, DRAINAGE STRUCTURES PER DETAIL n.- PER SECTION 745.312)OF THE STANDARD SHEETS DRD-0-09 AND DRO-0.14. ,...„. .....;,.........---. ..n.•,,........ ..,..4 •....' SPECIFICATIONS. M ABANDON AND FILL EXISTING DRAINAGE .. - ....._—.1--- ------- r---,:--- --o- 4 ,_ N , m ,E32, ESS REMOVE EXISTING DRAINAGE STRUCTURE — PIPE PER TECHNICAL SPECIFICATIONS. NOTES: .c4.4 --_------------- i Nir, mu — SEE NOTE 14 ON SHEET DRD-0-01. E CONNECT EXISTING PIPE TO NEW INLET. 1.REPLACE EXIS751511-1;FWAIN AT DRIVEWAY. CI eFf I M EXTEND PIPE AS NECESSARY TO CONNECT /-e3.1 SEE NOTE 3 I I ' EXISTING PIPE TO NEW DRAINAGE 2.ABANDON EXISTING CATCH BASIN EIS,AND ABANDON AND FILL STORM PIPE FROM E13 TO E12. i ...• STRUCTURE. ... .......11 EXISTING STORM DRAIN FLOWING SOUTH TO NORTH DOES NOT CONNECT TO E13.AND IS TO REMAIN. ,....-,-: f i o ir,ri P"". 14/ 3.ADJUST STRUCTURE E37 TO BE FLUSH MTH SIDEWALK RAMP. I ...." SCALE IN FEET ... 4.AN EXISTING SIGNAL POLE NEARBY.CONTRACTOR TO PROVIDE TEMPORARY SUPPORT AS NEEDED. NO. ISSUE DATE ISSUE RECORD-DESCRIPTION DESIGNED ST ENTERED BY CHECKED By DESIGN NEOION STATE 4 *TANAGER: NO. 4 1!'VET0 r .!i '':11 i 1 i 1' ' 41111k -405 J. DR-0-08_. .sAumAN no WASH ity .. , ' '. I-S TO SR 169 DESIGN W TASK LE_AD: STAGE 2-WIDENING g 1 01/33110 RFI 5271 IL ADAMS K.LORENTSON FL CHUNG "'' 'lag!" R.ADAMS Washington State ...., . I 01921/10 RFI 1200 R.CRESS K.LORENTSON S ADAMS CONTIMOT NO. AND SR 515 INTERCHANGE 5-. 0 IMMO RELEASED FOR CONSTRUCTION-3D &CHRISTOPHERSON S.TAYLOR R.ADAMS PACKAGE: Vi ''99ILL...- Department of Transportation 7.t. • 02111110 FINAL DESIGN.30 &CHRISTOPHERSON S.TAYLOR R.ADAMS RFI#276 7624 71224" I 411611114 , DRAINAGE PLAN tow Pis .'e A 04301/011 PRELIMINARY DESIGN R.CHUMS K.LORE/MON G.CALEY AnishimletlmsmerlaSon SolMon GM 1513 Exhibit D Page 8 of 20 LIMITS OF GRAVEL I '� -3 NCS Corrido Desi•n•Builders ACCESS ROAD i i ^\ - 7 _ O . • A RELEASED FOR CONSTRUCTIO • i / i I 6 TsTA• \ 1' rg4E75 ROAD -O� 16TH ST FLOW F ' (EH NOTE 71 j DISPERSION 1 UP xxxxx L_________________________------�6 I ' H ' Exhibit D Sheet 2 of 5 N j \ / J �C ` •...'• __•_• .a. 4' 1 G S PROFlIE r r'I, E�7Y.oG' 'as - \ WETLAND • _ I sEEr oxalo /fi ��1 'E BUFFER 1 _ v 1 /F I I SDISPERSION TRENCH I Ii - I SEE DETAIL AND DR13 �fV' S 11 FOR DETAIL I l I I 11 e $ A 1 C '" a ' I j 1 ,• IE•TB.00' \ /f'S I1 i. o I I ` 1�T I likijiaIia. 11 1 i 1 ^�, . ,fLae,-IL 6 11 �'��` _ $ , 11 I_•I` ,I._ ;,__.. . -�.. ••� \,q� METING POWER TOWER 1 f I �a. '," 'I I I I 1 -• STRUCT ROCIC� '_ n I r PAD(TYPE C).SEE\ / „ 1 n �-���— I I--r CLEANOUT MEET ORD-0.07 I,/1 IE; 1� i I I SEE NOTE 1 \ Cr • 1----t--t m 1 1 /1\ A,. �N NG I- NAGE '1' 9 0L '° ]° I ' 'F " F\ Y'" SCALE IN FEET f + I I I I IT ' 2. -0 SEE SHEET DRDAE FOR MAINTENANCE ACCESS '. . c y�/4' / I "s r,I I 1 II I \ ROAD DETAILS. u � NO. ISSUE DATE ISSUE RECORD-DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN VO'SUIT MANAGER - ?UpEi D I (' I''III'( (I 1-405 DF-0.3U a '.BADww 0 ""'" � 1-5 TO SR 169 DESIGN " - I/ STAGE 2 -WIDENING TASK LEAD: r Washington Stats I 01Gr10 RFI SIn R.ADAMS IL L011EKTSON 0.CNUIM) R.ADAMS Ty `• f AND SR 515 INTERCHANGE i•,.'- - S SNSaIS RELEASED FOR CONSTRUCTION.m R CHUNG S.TAYLOR R.ADAMS PACKAGE: L:�° Department of Transportation ouL a B SIHOHO FINAL OE AGN-]D R.CHUNG S.TAYLOR R.ADAMS RFI/276 7624 �� ��1.7P1D11111L111101 15TH ST FLOW DISPERSION AREA 6 .. b A SSR/rS PREDYIKARY DEMON S.CHRMTUPHERSON Y.AHRNKEL G.CALEY .....�a MNNSNrR.rW'NIIK�Tavn.e SITE PLAN '� GM 1513 Exhibit D tri L-!, Page 9 of 20 L ;,W k 3 9 1$ywd r?K 13 .-a K 0. i Z A 8 a„$ S 1, W 60 60 60- 60- 00 o�I E�181100 °$ 90 _: nu g'i N 0 1': -EX.2P,z' "-8 d PROPOSED a $ C'-+ 8 0 mm °RoyND -Q TDUCT BAN, m ■ GRADE al- •Z nom$G' L'. U? �X. 6o R U rg V 1 60 $ - tr i 6 y 60 $u - .Silil ,i- t t _ © -.-gx.8" CP Exis2 ------ GROUND a3 r- 12'11 7.15% `~ S0 w "g�. .. N GROUND m t 711{ Y w _ W-• 6 8 is -PRPPOSED 1 < ° ur OUND 2 'r$ n PROPOSED I GRADE @ 60 60 GRADE 60 80 t 80 yC+ EX.L•9 U• PROPOSED {.•:W U • ExISTINO • QUEST ' .w dG EX.1r® 1.62% 119r. 0 ORAD I' .•GROUND E40 DUQT BAN: r 1S•'“ }ES% GRADE y EX 4" Ir0 TING Ir ROCK PAD 8"a ly• 60 b-�',�i PROTEcno4� xxOPO$EF r tom i 9r CONNECT TO - �, 2:d5% 8,.., -ROOM PAD " ©NOTE 4 EX.12"WATER dd NANTHOIE ''� © r GROUND �..EXISTiABANDON 7YPE C, .t` tr a 5.00% `r r� DUSTING � ., SEE QRD-602 40 40, 40 ,l STORM DRAIN W, w. Ex. tY CONNECT TO 40 -70 € -`•""" J 70 ;1 T' EX 1r ..EX �w EXISTING ` 7970 COLLAR `Y OA0 -1+ WATER 3 r1\CATCH BASIN _ `--CONNECT a 40 r 40 l 40. -1 1' `•;', TO EXISTING EX.S^COM,CAST W -17/ -`. e e CATCH BASAN FIBER OPTIC ! A• A - NOON AND • tt 11 FlLL T EXISTING d 0 '© 1Y STORM DRAIN e -30 -a -- 30 30 30 60 60 11' TO U.� EXISTESTORM SEE NOTE 3 DRAIN SCALE:1"=60• SCALE:1"=60' 30 30 * 30 SS• { m 2. A -•I it ,; P1 wU u v De r^ re NOTES: c '• �3� w • FJGSTIHG - ,. ". c.i u1 g? 1.ALL,STORM SEWER PIPE WILL BE SCHEDULE A STORM SEWER PIPE GROUND ' rT W Z�_rF, PER SPECIFICATION 7-04 UNLESS OTHERWISE SHOWN ON DRAWINGS. 'w LION °:.f cmi 40 40 n m•2T 40-40 .R �$eg Yr•1 - ;o-L'i 40 W'W „r y 2. GRATE FOR CATCH BASINS WILL BE VANED GRATE UNLESS OTHERWISE GpGp 7 a • u a PROPOSED .-...:4:,- �' a mm SHOWN ON DRAWINGS. U �pO PROPOSED- m G'I / GRADE 9}.qm _$w^ F. ^I 05,---PROPOSED m'-..E aA GRADE U I—EXISTING F rr Z W dW i. , GRADE ]. STORM DRAIN SYSTEMS LOCATEI WRHIN TIE CITY OF RENTON AQUIFER V i3S3 Ex. '• r' -GROUND W - _$ PROTECTION ZONE WILL FOLLOW THESE 1(EQUIREMENTS: FIBE1f - -l'('@ 8.06% �'d ! : m EXISTING A.JOINTS IN THE STORM DRAIN PIPES SHALL BE WRAPPEQ TO 1z^PIP J r.t - ID S.00% 1r• os xa_� ® 7 06%- I- � - GROUND MINIMMUNICIZE AL LEAKAGE ACCORDING TO CITY OF RENTON L ,0.%_ i 4 EX tr•(5 7A4% ® �!� '--- B.CATCH BASINS,MANHOLES,AND INLETS SHALL BE SEALED 30 casr. -I� _ r_ 30 30 - PIPE” 3030 ���I ���I��, r@ 12.07% 30 TO MINIMIZE LEAKAGE ACCORDING TO CITY OF RENTON �I '--�� r COII{,R 12"QY -2.26%- • F >�;I1S_I MUNICIPAL CODE. - 0 �Ef1 4. NOTIFY OLYMPIC PIPELINE BEFORE ANY EXCAVATION WITHIN 100 FT OF n 22 " EIS Qp 12 eTt `r- ' EX.PO THEIR PIPELINE.SUBMIT EQUIPMENT WEIGHTS,WHEEL LOADS,AND CROSSING r 34' FX.--� CONNECT TO EX1871NOESO �\2t .�. LOCATIONS TO OLYMPIC BEFORE CROSSING THEIR LINE WR/11,t ANY CO tr . EXISTING CATCH BA IN CONSTRUCTION EHEAVY EQUIPMENT.SUBMITTAL MUST BE APPROVED BY S a WATER WATER a n �,CATCH BASIN • }�' _ "'F_ OLYMPIC BEFORE CROSSING THEIR PIPELINE.PHONE NUMBER:426-7]677ST. _ 20 f. a= 6 20 20 e R__ 20-20 , 20 ilk PV</l, mk � MI 7' 7P m -7r UP xxxxx � Exhibit D ■ Sheet 3 of 5 (NAvo)88 MO NOIR DAT! ISSUE RECORD-DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN NEN.9012 ,,uD 1 04107111 REISNIED R.CHOW ILLOREKrwN R.OILING MANAGER - Y'• 1-405 ' S 4 01122110 RFI Pn. R.ADAMS KlOR9iSON ROTUND J.SALIMAN 14 wA.H �q��►��a'.^�5.rr, 11.4 5 CORRI OR DP-Q-12 ^! 1 17AIW0 RELEASED FOR C0147RUCT1ON-9:-199 IL CHUMS K.LORENTS011 R.ADAMS DEMON - N 6 SIGN-BUII,Q_•S•` �I/ I-S TO SR 169 2 06112119 RN MU ROILING K.LORENIwN R.ADAMS TASK LEAD' /' STAGE 2 -WIDENING 1 64102110 RELEASED FOR CONSTRUCnGI-20 S.CIIRISTOPHER90N S.TAnoe IL ADAMS R.ADAMS DGGRAc1 NO. •.t',� Washington State F». - 5 92119116 FINAL DESION-20 S.CHRISTOPMENSON S.TAYLOR RCHUNG PACKAGE: "44.4„'"•A(,_ Department of Transportation AND SR 515 INTERCHANGE In 0 11090E 11LEA590 FOR CONSTRUCTION-29 S.CHRISTOPHERSON S.TAYLOR R.ADAMS 7624 I\ DRAINAGE PROFILES r- A 11111109 FINAL DESIGN-19 SUPPLEMENT T.MCCARTHY S.TAYLOR R CHUNG .a M..on 0n 6F1Wn \ �. F'" ;\ \\\`\ \\ GM 1513 Exhibit D \�\\ Ger `��\ 4\\ \\ks \\A /,�/14 .`'' r /�,. Page 1O of 2O 4. '411, gyp_ ,� �. Arm \ '%a\ 1 V, %eV k� /fie 'Y di \\d \ v , ,i 'T\ id"' �] \ ` /// \% /�6,�� \ +t �>9 /e ` \``` 1.SEE DRAINAGE PUN \w 9`_ \YE \\ \ 1"`; R // f.;: :l ro\ /l �--"- SHEETS - /1�.. 1 s SHEETS FOR LEGEND. `BOJ, + e\ `" O\, •\.\\„ / c P.' © ��", I---,` 2.9EE SHEET DP-0-10 FOR \ O \^ \ � •,\ t \ COMPLETE PROFILE. s\ ') / '8`. #�-r4 P // $ i0, / /t / ` --+ S.FOR UTILITY REMOVAL AND \ /s4 ! \\ \ , - 4, ` S \ t'//,♦'/ fY ,h1T /, RELOCATION,SEE UTILITY, \�,�, �1 ' S// \ g / / f '.�.� tr. ILLUMINATION,TRAFFIC Imo. \ ♦ ��_�� , / F• / SIGNAL.AND ITS PLANS. st' M-1['1• \\ '\ �� �• / \ •0 / / / / \�/ s / / 1 A 4.AN EXISTING SIGNAL POLE s1/ ® I,()2.1102 1 \ 4 \''---------11114r141-1.M _M li. II..._�_ / / / NEARBY.CONTRACTOR / / �g[p / TO PROVIDE TEMPORARY Y t,) #♦ leE /�\` /0 W SUPPORT AS NEEDED. / x / / o• ti` f 8* % DISPERSION d; r'\ ORQB` ,/ // \ / \ FACILITY pd \ \ \ 32 'l \��� / 94 031 $• • \\,,,:•,\\ 0\ ,y BEE �\ ,/ • /1G // .-/ // dl. /s 1 .0 \\ \:(` \ NOTE V�� / ,P `�,.I \ \ 0 10 20 \ \ \ \ .. , 1,/ \ SCALE 01 FEET ,'\ \ \ 3\�(O \e A.6 \\ `• /•( II` /04/ 'fF uA\ g, NOTES: 100 100 1.FOR STORM DRAIN CROSSINGS OFc 2" UTILITIES WITH LESS THAN 6" Ir�1 N n B r r CLEARANCE BETWEEN PIPES, B d0 B- '$ INSTALL MIN.1'SQUARE FOAM PAD g m �,�'O o ` v BETWEEN PIPES,PER SECTION 7-99.2. $I «DO S O'Ou ;' G�POSED '1 I4 -S Wra 'n 2.6"COMCAST FIBER OPTIC LOCATION u W P-tU-i`�II 0 O ' pp a IS APPROXIMATE BASED ON SURVEYED F UI B A=A$" -EXISTING ,0$0 A �� ELEVATIONS AT VAULTS. ---.,AFI Ig.. t O IUI D j ' GROUND t 2 w p�w 90 90 U LL..8p r� 1-112"DIA BURIED- G S.FIELD VERIFY ALL PSE UTILITY CROSSING 0 : / m CABLE(TO BE N 72 CLEARANCES.CONTACT PEE ONE WEEK11111,1M1111111 skiF1 Q 0: ABANDONED) I O S IN ADVANCE QF CONSTRUCTION (GUS - �'`-..`. 6"DIA ACP WATER, BANKS 306.264-4166).PSE INSPECTOR SHALL 0 _ ---- `_'\ BE PRESENT DURING CONSTRUCTION AT OR LTO 2114% _ SEE NOTE 1 NEAR 12"HP GAS MAIN OR BURIED POWER. I11:�:-1 ' '1 6"DIA BURIED ,I 'I '- - _,� COORDINATE ANY PROTECTION REQUIREMENTS POWER _ 1T• 8.1676 12" 1.N% I— WITH PSE PSE TO PROVIDE AND INSTALL SEE NOTE 1 ' I .. ANY.PROTECTIVE MEASURES(CASING OR 8t) - t L� y.1 •` 8() .. FIBERGLASS SHIELD AROUND THE 12"HP -\��� DDDJJJttt \ LI ', , 'o \\ RAS MAIN),OF\ADJUST BURIED POWER 6"WATER-- _ 4.THE RIM SHALL BE SET FLUSH WITH SEE NOTE 1 a �32 �0� 6 r. __[` a \\ Iv FINISHED SIDEWALK GRADE.ORIENT $�2 - DN WATER u� fig 1r DIA 1 ��'"a�R 24-0j4••OOYEBY E soup METAL COVER TO BE ADJACENT Eq SEE NOTE 1 1 K 2$ STORM) Pe 111 TO THE CURB. lits <L {{ Duct BANR SEE ' \ ,^6 SS © DRAW $'e i NOTE/1e'7(1r MEET g V •Ir70 ee. re r2 37• 17' d�' -7r ��` ! OdcT BANK--' U. 70 . •, I `-6"DIA COBSCAST tTt1t� FIBER OPTIC UP xxxxx 11111 Exhibit D (RAW)) 88 Sheet 4 of 5 NO. ISSUE DAR ISSUE RECORD•DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN SICsom STATE MANAGER: HO' I.4O5 CORRIDOR 1-405 -J.BAUMAN 1S w.6N ''� DR-043 DESIGN DESIGN-BUILDERiii S' I.6 TO SR 169 TASK LEAD: L. �"J�� STAGE 2-WIDENING 2 o6107n0 I8278 Rcnuno KLORENTSON RCHUNO � j�,�' gton Sate AND SR 616 INTERCHANGE 10 : 2 07/23110 WI MO R.ADAMS KLORENISON RCHUNG R.ADAMS =GRA=N0. Washin 1 wane RFI saw R.CHUNO R.CHUNO R ADAMS PACKAGE: ( Department of Transportation 0 0N02110 RELEASED FOR CONSTRUCTION.2D S.CHRISTOPHERSON S.TAYLOR R.ADAMS 7624 . ' )0 DRAINAGE AND UTILITY a,23 ti A 02/10110 FINAL DE91ON.30 -&CHRISTOPHERSON S.TAYLOR -R ADAM .a.ru.v ... CROSSING PLAN AND PROFILE UP xxxxx ,t ,M_ __u w __�- V. 1", m 1 7 4, . Exhibit D + ,M'-M' —`�-.1-- 1 - 1 1 I ;e 1513. Exhibit Sheet5of5 / I 11 —"-4.+1f--u' s,- i l�q m1 i �1'Page 11of20 6 I .. •. %,/ G. Milt .s—— — •R w1 +,'�� • ; t. L S@ DRAINAGE PLAN -s_—A——'— T LOAD Sl l I /4' �.r l I1 1 ►1 mu., j I -'� .MEETS FOR LEOEIO. -T- S1<616 lT►'� © it/'T/ �1\►'t)_ 17 .•r n _wk , ; y,. C. - L FOR UTILITY REMOVAL Si/ ,(I�.I'�A. 1 / VP-- Sr . 17 up t: 2'i�.� - AND RELOCATION,SEE TRAFFIC SIGNAL,AND 114.".h /.T/�' I. G `� ..... I \��., y --..'',m j_=_.J`_`"`.1` -4�/ I ,f4. ITS PLANS. /' " \ I 1 1 �•.4• "_ . lig I I REMOVE soma 0 i m in10• /( •r'' 1 I CATCH BASIN 11m //e �� g/' 0 SCALE M FEET Ir r � 14x G At g PL\PCI' _2w ' ES�t g I g• U " I 188 t.i1 t . 3d al; ai2 (NAND) 88 100 nFi m: i$l ._•SF. PROPOSEDZ. DIA Lmi'F8 t."+�_d / ma g lit it alb TrLE°°M 90 iii.,: iC�a � d< 3B r Du BURIED TELECOM 80 orfl4IE>I: 1E-X 1r MEET - "' 1.FOR STORM DRAIN CROSSINGS OF LTTLITES WITH LESS 0 .. _, DUCT ■' x 8 ,: THAN r CLEARANCE BETWEEN PIPES,INSTALL MN.1' \ NOTE TANK, S iii BURIED 1 SQUARE FOAM PAD BETWEEN PIPES.PER SECTION 7.0I \ - i or', �`� yr`1 ■ . © O POWER, F W p L r COMMIT FIBER OPTIC LOCATION IS APPROXIMATE v I O t - �_NOTE 1 .,; EASED ON SURVEYED ELEVATIONS AT VAULTL _. 80 A FIELD VERIFY ALL,PSE UTILITY CROSSING CLEARANCES. 1 i a '� ` 80 m CONTACT FS!ONE 411 IN ADVANCE OF CONSTRUCTION - S'2'T,7 1'•-'.'1 _3 Vy BE BANKS DURING .q.PSE INSPECTOR SHALL �3i- 0 t+ EE PRESENT DURING CONSTRUCTION AT.OR NEAR 1r HP ". .. r DN SEWER• / '�' IV/1I GAS MAM OR BURIED POWER.COORDINATE ANY PROINSTALL g SEE NOTE 1 ' p� COMCAST 1 ' ,0 Q r Z ANY PR TECTI WITH/5E S(AS PROVIDE AND INSTALL Z ' ANY PROTECTIVE MEASURES(CASING OR FIBERGLASS SHIELD �.: Rex BA"wen FIBER OPTIC ilik1'' 1 ., AROUND THE tr HP OAS W1Y),OR ADJUST sumo POWER e. DICT BANK,SEE 27 WE m NY 6 83' 6S 70 NOTE 1 NOTE 2 _€ p. 8.. + a' 70 74' - 23. SIM e NO. ISSUE DATE ISSUE RECORD•DESCRIPTION DESIGNED SY ENTEED BY CHECKED BY DEMON Mini wan Q MANAGEL a.A,MAN 1.405 CORRIDOR Ali,� I-405 DR-0-24 ' DESIGN DESIGN-BUILDERS �I/ i.TO SR 188 Ei TASK ADAMSME mama= r r �� Washington State STAGE 2-WIDENING �p � ' TransportationAND SR 515 INTERCHANGE 1 q5 -7 1 SSETNI RENSUED RGRMG K.LORIMER ' RCMM. PACKAGE: .)0(� DEPS 5 S INSETS RBEAIED FOR COIMTRICTi N.8o LCWBTOFS Ol S.TAYLOR R.AGAIN 7624 • „ DRAINAGE AND UTILITY 6.23 A WIMP FINAL DESIGN.I1 SMEURToneRSON ILTAYLat R.MIME .a.wINIP.v CROSSING PLAN AND PROFILE . ______ , -7--7,., ( , ,„'„:,4 // 1 i I, / 1- IY 1 ; VI! ) , , ', '7•'--", ..----"' ',-- 7 , / ,..•-''' ) I- ,I 1 / •:: /.' 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Z,,.. .:..."---- _ '----_-_1:-.-,1,-,-''Z,`,';',•‘-,''''''3.:-:..------ ,',',.=:':'',=`,-.:::-=',•'''''',..:-7-ifr-.7-`;',,,::---,:::::- -'-::• ;_;,Q,,T;:.1-,:::.,,,,-,,,':::.7.7":---. :--:::3:;.:'-''1 -1-::::-=g,,:-:,fZf.'', - ..---:-V's;•::--:::-':::: ','''''':'-':::-`':-.11=-'':::::;':527-7 7-- '',..':':-''''' ' ''"'-'--ile';'''‘.''-''''''::---:".:- LEGEND _2-7-::7:;::::::--..7:--.Z:--,-sr-7"..-:=--2:-.,-,.;-7,-:--. -"-• ',"-'.---....---:..„•-•‘*:.--7---.-.7.-§._.--Z.,,-;"-j:-., -....„::-;;.-,,::--:ZS--::-'-'7-°-;i7:;:i.:,..:-'::-.T-:-"-.3-7.-----:---- -.--,-- : '-.'-'=' '''''---.„ ....,'-'•--._7 -sr--ST-- STORM DRAIN ,,,Z-,-.,..::----:•_,-; --.,'-.7_- 2 i:-:-.7:;;--7-----<:- -.--2.-- ----_-::-L'-.•7','TZ,...," .--.- :::-'-_ :::•-771---:-.:47,.-----:2:--'=:::'-'•:-:3:::: ` -7••'''''''•.•2'. -• -• '‘-'74!-:- ---•.--'-'- -OP- DRAIN PIPE ----t-7:7` -....--2----';....-------7:-.---.-:----_----':-..- -:.--------- '.-.- " 77.'--:-7'.::, -7.-_-77:-..:.: -.--O.-- UNDERDRAIN PIPE 7/---':.-:,:-'-'-'..-','---::"..-------, --.----:•-.-.-7:-.--------.'\-.7-'-----.,'---.. •-'-.•---.--.:2"-, :'..;•:-=-7---.5-7:•--..----,-CULVERT .,.:-•..:T-:1-,. 2 ..''. t ,..;-., ..,- Z-:---_-'t::::)"..;›,.,•:: --.'_, .........t'Itt... ...I••••••,•••,. .79 o G ',', 'L WITH GRATE OR CONCRETE INLET T.:77, -..---_-... :--.: ,-,._-,..-...._-_,:-.-....5,,,,,..,- -_-..,. , _.„, _ _____:_. ..7_. BENSON RD E.,__. , I 110'• e"9 .i: M GRATE INLET TYPE 2 ' J. „ t-t---'-i-7.„-: t--- ,'.' -7-COP. 1-'1' • ,--.-::: ,---t..-..‹.1,..',...-:---_-:."..,-,.:., t.-: ` ' . ' I_r,-- '- ----- ..,- - - "''c 11 ,. _.L .-- EU E36„) ' \_CE3-2---- x... a _ TyMAPNEHO2LwiE Tr, CCIARCTSHLARBASIN ' _•,,,V7 o-_,-- -•-•'•:-'- Ei-V, ‘ , -. ,-• - . - • - ? FRAME AND COVER •\-:•'.'",,,"- -N, ‘, \ , • , / .•_.- -. - ..- ••• ••• " - r - 1111 =CS \ i > - - DITCH \, 1 1 L ari.-j..,..7t.. 7-'-f."=. /:--:7'--.7.---:-_-_ :- ,':-,,. .,-..,:--,-;i.7_!'-:-. ;- ----2,1',s . - - ---. !'*. -, '.'s'\ • BAsmiTDA BOUNDARY tZ .•.... •Er-,• WETLAND/BUFFER •-•-• UP xxxxx --...-, -",— - , • - - IDO "'-'4•-•,'"--4.''''' ..p. Exhibit E ..it Sheet 1 of 9 -:, . Washington State EDR-08 O' tiktid040,glia:' !VW 1-405 EXISTING WIDENING AND SR 515 INTERCHANGE 1-5 TO SR 169 STAGE 2 - DRAINAGE FIGURE Department of Transportation GM 1513 Exhibit D Page 13 of 20 1 :" 30 21.01 5 -DROILe —__ A.awo we —1�_ A ouAc A.GMAC 10 _A-0.2uc SR 515 q�BOT R• oa>wc 3wc t? AA= II c my 4 I A. U `J y / TW ce AM.3NC COQ' .ORnsw YE A.0.47AG 10 A=OAR AG MORONS .F::: c 0 .,_______—..-2-11-----'—'12"21/5 05 BR5-tiNE ��c 17p II BENSON RD 3 D SCALE IN FEET Q UP xxxxx Exhibit E Sheet 2 of 9 > NO. ISSUE DATE ISSUE RECORD-DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN STAB HO N1,R- o MANAGER: (EE' 0Vel4AIM M 1-405 moB"�r"" �0 woo ! V YY 1-5 TO SR 169 IC-OB U TASK LEAD: *Ivo; Washington State STAGE 2 -WIDENING R ADAMSAND SR 515 INTERCHANGE ,.E* S OAN3110 RELEASED FOR CONSTRUCTOR-30 S.CHRISTOPHERSON S.TAYLOR R.ADAMS PACKAGE: CONTRAST NO. y '.- Department of Transportation _ o, o ew i B 0110HD FINAL DESIGN-3D S.CHRISTOPHER50N S.TAYLOR R.MEMO 7624 q Inlet Catchment A 08101/03 PRELIMINARY DESIGN SEDANS V.AHRNKIEL R.ADAMS RFC -3D re.sum my Figure 8 wwrs I GM 1513 Exhibit D LEGEND i Page 14 of 20 Catchment Area (Acres) 14I / , LI A-DR08-23 101101A=0.05AC fin\ • N „,405 ,,, __. Y , , 15th Dispersion 1 ii s._ Fs Dimensions = 50'x100' ”:/, 3T— atchment Area Total= 0.53 Acres A-DR05-04 1 s A=0 05A ,"It , FILL FNy fir` �...,,� IL ��►7 ®�'y s sc._ . +s 15' a ►�,�' ®� pa ��I red ®� o 4* SR 515 (TALBOT RD S) il e&466 1 1.1 I I -„� !_4V1 II -. •• / 5T_p sr�`ST-- Ysi - --- UD uo—__uo—� n -t .. �I �sr—sT_sT— LL 11 1,467_ s .',,� SI: 51.5. uo—�. _ _.. Y uo UD _. 3 ...40111,,_ .. - ` �/1--✓ �(o- 1j 11111 :, f �� 15 �,” '+sem 11111111 / `\\ \\\\ �' _ • 1..11 - \ r 1 1. 1 1/ } I I 11 1 1 _:.:,:__--L---__--__--_--__,-.:_-_-- - / UP xbxxx y, - -_ -- Y Exhibit E fes- � Sheet 3 of 9 �a Q-5' y 1-405 RENTON STAGE 2 o * 15th DISPERSION 5e ; SCALE 1" = 60' Ir'gir �- -•' s.'", i • 15 oft20 O �� • � •;'I i r/ l if Page X • . yam, � v; :7 iii TDA S2.1 �� I �./ I ..::.0. µ •• Q ''''' 'Mi 0 ---.4.,..A.,01.... p © A 4 ......40 0411 CA........,,,10 ..`Iry (/.� •_.:�%J+tom _ � ,. tele CO) �_ ata Cj;I Y +�,, .`. +r. ::".1. 0 0 `--:9 1:140er."1-1::::Tar:_zr4.. •.»»•»..w.... � ITA ROAD In _ .411741"1.... az8 gg� _ m ���� TDA S2.2 O N. >0 I'0,/ © 0a •y to3 �3oyµo waw cREE�c �.1P'---�."°y `-...' �� , 1. • i/ , ra , d'- k-----..\, ��tt.•• 10RIVE - ° B PUGET DRNE ''�"---- 1 r E.. • BENSON RD -(.••••••• 111 �t N ..............�:c.,y.T..._.-......- a Ela z:vzzv-zs__::�.___ .... ' .....< :.... . — ---,_— __ r.��. T .-it.- -8.•.—"—]P�a_:ST..aw Sive' �. . ES7 —it--i*— .--ai--ae— _ EXI n VI I » LEGEND ..../..,Q 0 SCALE M PUT ..../.., BOUNDARY IO % I _...._I I CONVEYANCE SYSTEM '1 [ -. TRIBUTARY AREA / BJP XXXXX T. 1405 CORRIDOR Exhibit E p�' V Sheet 4 of 9 rv. al Washington State I-405 m Department or Transportation I-5 TO SR 169 STAGE 2 - STORM DRAIN FIG 8 WIDENING AND SR 515 INTERCHANGE CONVEYANCE BASINS A3 6-8 GM 1513 Exhibit D , .......___5::::::_-,-. .-_:....... _____-----:-7",__6:7::I •Z • • • /2 „ .._ .. .....,sg2a -15.--- • 4Z/tV:,_n "------\* .. ° m \\:\ , 0.\� "\'1 �'', ,' ° - Vie._ 'L ,� /AliT s. a s) r i c4.,...::. . ,....., --ye it ••„, -.• 0): •e 0.-4-,,,,:ieirP7r.:00,4'714e:::::0 ' ' \<-\"---. \ ,1 [ met, _-.-��.�-. =-,_,,,„-,..,0„r.. =°�,. --"-` -. / - `>>� /1 /�� .' • •- �Aj� (111'.. ...... ..... /46 01111 •'� �':� ..mss. �� ai /---- 0 ' ; -'. °i - 'ef . V't-e-i i ';:',7;', ._ --- --...,„ - , -'\.,,_/1'''' ..,__\---iii:0--- /I/ • ' A/' ,' w 04:6,"p2 i i / / \ Q E o' UP xxxxx 1405 CORRIDOR 410.. Exhibit E DESIGN-BUILDERS Washington State 1-405 Sheet 5 of 9 gtitth. Department of Transportation 1-5 TO SR 169 STAGE 2 - FIG 6 WIDENING AND SR 515 INTERCHANGE DRAINAGE NETWORK MAP A3 6-42 1405 RS2 Final Design 3p GM 1513 Exhibit D Storm Drain Pipe Calculations Page 17 of 20 Talbot Dispersion System Design Point DR08-04 Designed by:Raymond Chung Checked by.Rekl Adams LOCATION HYDROLOGY _ HYDRAULICS PROFILE • SWc. From To Irraem. Inaem. Total Total Total Pervious Tc To Total Pipe Pipe Flow DISCHARGE VELOCITY Pipe Elev. Upstream Downstrm Upstream Downskm ID Station Station Perv. Irtperv. Perv. Inpery Area CN Colt Q Diam Slope Depth Full Design Full Design Length Change Ground Ground Wert Invert REMARKS s• (acres) (acres) (acres) (acres) (acres) (Station) 00 fns) (Rift) (ft) (ofa) (di) (s) (fPs) (ft) (ft) (It) (ft) (ft) (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DR08-23 0 0.05 0.00 0.05 0.05 86.0 5.00 0.04 12 0.0073 0.08 3.31 0.04 4.2 1.5 30 0.22 84.11 83.74 80.71 80.49 1fc=1.01 DR08-01 0 0.31 0.00 0.31 0.31 86.0 5.00 0.27 12 0.0260 0.14 6.22 0.27 7.9 4.0 146 3.79 96.69 89.33 90.85 87.06 (Tc=1.0] 0R08-02 0 0.12 0.00 0.43 0.43 86.0 5.00 0.38 12 0.0697 0.13 10.19 0.38 13.0 6.2 37 2.58 89.33 88.15 87.03 84.45 1F11 0R0832 0 0.00 0.00 0.43 0.43 86.0 5.00 0.38 12 0.0094 0.22 3.74 0.38 4.8 3.1 17 0.16 88.15 86.69 81.50 81.34 [F1] DR08-03 0 0.00 0.00 0.43 0.43 86.0 5.00 0.38 12 0.0026 0.30 1.98 0.38 2.5 1.9 76 0.20 86.69 83.74 81.09 80.89 [F1] DR08-04 0 0.05 0.00 0.53 0.53 86.0 5.00 0.47 12 0.0189 0.20 5.30 0.47 6.8 4.1 44 0.83 83.74 81.84 80.49 79.66 [Node][F1] twanagu.rodaayixszv wc_UNarmaraoa Dp DRO1304.ab3 Notes: )!RANCH NODE DATA 1.Hydrologic Region is SEATTLE' NODE CONTRIB. CONTRIB. EXTERNAL CONTRIB. 2.Design Storm is 25-year.24-hour[Rainfall depth=3.40-ins) STRUCT. STRUCT. STRUCT. IPerv.CWlmwervircl 3.SBUH Methodology-SCS Type 1A Dakibkdbn DRQ X23 4.Time of Concentration(Tc)is computed using travel time(Tt)in pipes. 5.Pipe velocity=kS^0.5,where k0.508/n;see Table 48-5 of the HRM. 6.Manning's"n"value=0.012[Constant with depth) 7.Tatwater elev.for DR08-04 is 8025(Top of dispersion trench weir) UP xxxxx Exhibit E Sheet 6 of 9 STORM DRAIN CALCULATIONS 1405 RS2 Final Design 3D A3.6-43 STORMDRAIN BACKWATER ANALYSIS GM 1513 Exhibit D Page 18 of 20 1405 RS2 Final Design 3D Storm Drain Pipe Calculations Talbot Dispersion System Design Point:DR08-04 Designed by:Raymond Chung Checked by: Reid Adams Results of backwater analysis: Struct Q Length Diam Flow Vel TailWater HeadWater Depth in Comments ID (Cls) (ft) (ins) Depth (fps) Elevation Elevation Struct (Flow Control) DR08-23 0.05 30 12 0.09/F 1.55 81.04 81.04 0.33 Outlet Control DR08-01 0.33 146 12 0.16 4.16 87.68 91.16 0.31 Inlet Control DR08-02 0.45 37 12 0.14 6.48 85.09 87.37 0.34 Inlet Control DR08-32 0.45 17 12 0.24/F 3.20 81.98 81.99 0.49 Outlet Control DR08-03 0.45 76 12 0.33/F 2.04 81.53 81.55 0.46 Outlet Control DR08-04 0.56 44 12 0.22 4.37 80.25 80.91 0.42 Inlet Control Ilsimbatguesf4c.hungIRS21AkckAkc Unifo►mtTalbot Disp DR08-04.sb3 NOTES: 1. Hydrologic Region Is'SEATTLE' 2. Design Storm is 100-year,24-hour[Rainfall depth=4.00-ins] 3.To check Outlet Control,Entrance Loss(Ke)=0.5 4. where flow depth is shown as"oclP,...roc is Normal Depth of flow in pipe...IF indicates the pipe flows full due to backwater conditions. UP xxxxx Exhibit E Sheet 7 of 9 A3.( 1405 RS2 Final Design 3D GM 1513 Exhibit D Stam Drain Pipe Calculations Page 19 of 20 Talbot MMFD.S2.8 8 Bypass System Design Paint DR08.16 Designed by:Raymond Chung Checked by:Scott Christopherson LOCATION HYDROLOGY HYDRAULICS PROFILE Struct. From To Increm. Increm. Total Total Total Pervious Tc To Total Pipe Pipe Flow DISCHARGE VELOCITY , Pipe Elev. Upstream Downstrm Upstream Downstrm ID Station Station Per,. know. Pers. Impery Area CN Oct 2 Q Diam Slope Depth Full Design Full DesigLength Change Ground Ground Invert Invert REMARKS (acres) (acres) (acres) (acres) (acres) (Station) (cfs) (ins) (ft/ft) (6) (nfs) ( ) (fPs) (fPs) _ (0) (ft) (8) (ft) (8) (fl) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DR08-07 0 0.07 0.00 0.07 0.07 86.0 5.00 0.06 12 0.0120 0.09 4.23 0.06 5.4 1.9 5 0.06 91.72 91.86 87.72 87.66 [1tr1.0] D R08-08 0 0.47 0.00 0.47 0.47 86.0 5.00 0.42 12 0.0026 0.31 1.95 0.42 2.5 2.0 43 0.11 86.85 88.74 82.75 82.64 [Tc=1.0] DR0809 0 0.24 0.00 0.24 0.24 86.0 5.00 0.21 12 0.1312 0.09 13.98 0.21 17.8 6.4 33 4.33 85.39 83.46 81.09 76.76 [Tc=1.0] DR08-06 0 0.29 0.00 0.29 0.29 86.0 5.00 0.26 12 0.0550 0.12 9.05 0.26 11.5 5.1 6 0.33 96.35 96.41 92.25 91.92 [Tc=1.0] DR08.19 0 0.00 0.00 0.29 0.29 86.0 5.00 0.26 12 0.0466 0.12 8.33 0.26 10.6 4.8 93 4.33 96.41 91.86 91.92 87.59 DR08.25 0 0.00 0.00 036 036 86.0 590 032 12 0.0805 0.12 10.95 032 13.9 6.1 58 4.67 91.86 88.74 87.51 82.84 (Node](F1] DR08.26 0 0.00 0.00 0.83 0.83 86.0 5.00 0.74 12 0.0305 0.22 6.75 0.74 8.6 5.6 74 2.26 88.74 84.93 82.64 80.38 (Node][F1] D R08-27 0 0.00 0.00 0.83 0.83 86.0 5.00 0.74 12 0.0726 0.18 10.40 0.74 13.2 7.6 23 1.67 84.93 83.46 78.53 76.86 [F1] O R08.28 0 0.02 0.00 1.09 1.09 86.0 5.00 0.97 12 0.0249 027 6.09 0.97 7.8 5.7 39 0.97 83.46 80.61 76.86 75.89 [Node] DR08.10 0 0.10 0.00 1.19 119 86.0 5.00 t06 12 0.0594 023 9.41 1.06 12.0 7.9 413 6.71 80.61 73.70 75.81 69.10 [Ft] DR08.11 0 0.27 0.00 1.46 1.46 86.0 5.00 1.29 12 0.0457 0.27 825 1.29 10.5 7.7 103 4.71 73.70 66.69 69.10 64.39 DR08.12 0 0.26 0.00 1.72 1.72 86.0 5.00 1.52 12 0.0035 0.60 2.28 1.52 2.9 3.1 80 028 66.69 68.31 64.34 64.06 (F1) DR08.13 0 0.00 0.00 1.72 1.72 86.0 5.00 1.52 12 0.0084 0.46 3.55 1.52. 4.5 4.3 45 0.38 68.31 65.13 62.11 61.73 [F1) UD08.17 0 0.00 0.00 1.72 1.72 86.0 5.00 1.52 10 0.0001 Pressure 024 1.52 0.4 2.8 102 0.01 65.13 62.40 61.13 61.12 [Ft] UDO8-18 0 0.00 0.00 1.72 1.72 86.0 10.00 1.37 10 0.0069 0.51 1.97 1.37 3.6 3.9 100 0.69 57.90 59.49 55.50 54.81 [Tc=10.0][Node) DR08-18 0 0.00 0.00 1.72 1.72 86.0 10.50 1.36 12 0.1529 020 15.09 1.36 19.2 11.9 38 5.81 59.49 50.00 54.81 49.00 [F1] DR08.20 0 0.43 0.00 2.15 2.15 86.0 10.50 1.69 12 0.0170 0.40 5.03 1.69 6.4 5.8 46 0.78 56.00 61.20 48.38 47.60 [1-�1.0][Node] DR08.21 0 0.00 0.00 2.15 2.15 86.0 10.70 1.69 12 0.0344 0.33 7.16 1.69 9.1 7.5 25 0.86 61.20 59.84 46.40 45.54 [Fl] DR08.30 14.71 6.30 14.71 6.30 21.01 86.0 81.00 5.74 12 0.1215 0.46 13.46 5.74 17.1 16.4 39 4.74 6927 68.70 65.39 60.65 [Tc=81.0] DR08.31 0 0.00 14.71 6.30 21.01 86.0 81.00 5.74 12 0.0510 0.59 8.72 5.74 11.1 11.8 50 2.55 68.70 65.88 60.65 58.10 DR08.15 0 0.00 14.71 6.30 21.01 86.0 81.10 5.74 12 0.0428 0.63 7.99 5.74 102 11.0 103 4.41 65.88 59.84 58.10 53.69 O R08.16 0 0.00 14.71 8.45 23.16 86.0 81.30 6.57 18 0.0405 0.55 22.91 6.57 13.0 11.2 97 3.93 59.84 53.95 43.94 40.01 [Node](F1) C:1Doaemrds and SedinpslakcMy Doamenbt<05120111Akc_UndormtTatut MMFD_INet_DRO8-1 sb3 Notes: BRANCH NODE DATA 1.Hydrologic Region is'SEATTLE' NODE CONTRIB. CONTRIB. EXTERNAL CONTRIB. 2.Design Storm is 25.year,24-hour[Rainfall depth=3.40-ins] STRUCT. STRUCT. STRUCT. leen CNmmpervlTc] 3.SBUH Methodology-SCS Type 1A Distribution DR08.25 DR08-07 -a 4.Time of Concentration(Tc)is computed using travel time(Tt)in pipes. DR08.26 DR48-08 5.Pipe velocity=kS^0.5,where k-0.508/n;see Table 40-5 of the HRM. DR08.28 DR08-091 6.Manning's'n'value=0.012[Constant with depth] UD08.18 UD08-17 7.Tallwater elev.for UD08-17 is 62.65(Top of dispersion trench weir) DR08.20 DR08-18 8.Taih,ater elev.for DR08.18 is 56.00(Talbot Pond 100•YR surface) DRO8-16 DR08-21 9.Tallwater elev.for DR08-16 Is 38.62(EX SDMH-top of 42'pipe) 10.Structure UDO8.18 is MMFFD.S2.8;Tc is 5.0+5.0=10.0 UP xxxxx Exhibit E Sheet 8 of 9 STORM DRAIN CALCULATIONS 405 RS2 Final Design 3D A3.6-45 STORMDRAIN BACKWATER ANALYSIS GM 1513 Exhibit D Page 20 of 20 1405 RS2 Final Design 3D Storm Drain Pipe Calculations Talbot MMFD.S2.8&Bypass System Design Point DR08-16 Designed by:Raymond Chung Checked by: Scott Christopherson Results of backwater analysis: Struct Q Length Diam Flow Vel TailWater HeadWater Depth in Comments ID (Cfs) (ft) (ins) Depth (fps) Elevation Elevation Struct (Flow Control) DR08-07 0.07 5 12 0.09/F 2.03 88.22 88.22 0.50 Outlet Control DR08-08 0.49 43 12 0.34/F 2.07 83.29 83.30 0.55 Outlet Control DR08-09 0.25 33 12 0.09 6.74 77.49 81.30 0.21 Inlet Control DR08-06 0.30 6 12 0.13/F 5.30 92.54 92.54 0.29 Outlet Control DR08-19 0.30 93 12 0.13 5.01 88.21 92.20 0.28 Inlet Control DR08-25 0.38 58 12 0.13 6.44 83.47 87.82 0.31 Inlet Control DR08-26 0.87 74 12 0.24 5.90 81.08 83.17 0.53 Inlet Control DR08-27 0.87 23 12 0.20 8.01 77.56 79.04 0.51 Inlet Control DR08-28 1.14 39 12 0.29 5.93 76.61 77.49 0.63 Inlet Control DR08-10 1.25 113 12 0.25 8.31 69.84 76.45 0.64 Inlet Control DR08-11 1.53 103 12 0.29 8.02 65.18 69.84 0.74 Inlet Control DR08-12 1.80 80 12 0.67 3.22 64.84 65.18 0.84 Inlet Control DR08-13 1.80 45 12 0.51/F 4.53 63.49 63.71 1.60 Outlet Control UD08-17 1.80 102 10 Pressure 3.31 62.65 63.49 2.36 Outlet Control UD08-18 1.61 100 10 0.57/F 4.03 56.16 56.82 1.32 Outlet Control DR08-18 1.60 38 12 0.22/F 12.44 56.00 56.16 1.35 Outlet Control DR08-20 2.00 46 12 0.44 6.04 48.40 49.28 0.90 Inlet Control DR08-21 2.00 25 12 0.36 7.80 46.34 47.29 0.89 Inlet Control DR08-30 7.22 39 12 0.52 17.41 64.99 68.54 3.15 Inlet Control DR08-31 7.22 50 12 0.70/F 12.39 61.28 64.99 4.34 Outlet Control DR08-15 7.21 103 12 0.74 11.51 54.75 61.28 3.18 Inlet Control DR08-16 8.21 97 18 0.62 11.88 38.62 45.65 1.71 Inlet Control C:IDocuments and SettingslakclMy DocumentsV-405120111Akc UnifomilTalbof MMFD Inlet DR08-16.sb3 NOTES: 1. Hydrologic Region is"SEATTLE" 2. Design Storm is 100-year,24-hour[Rainfall depth=4.00-ins) 3. To check Outlet Control,Entrance Loss(Ke)=0.5 4. Where flow depth is shown as"n/P,...xx is Normal Depth of flow in pipe.../F indicates the pipe flows full due to backwater conditions. 5. Where flow depth is shown as"Pressure",flow kr pipe is greater than pipe capacity. UP xxxxx Exhibit E Sheet 9 of 9 A3.(