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HomeMy WebLinkAboutW-388305NI � m I I C fTl 71 c M FTl m r Match Line - See Sheet C5.03 7 I I r : \ I u � 1 is I FIRE HYDRANT ASSEMBLY X\ PER CITY OF RENTON STD 310.1 19 LF 6" DI CL52 SPOOL SEE DETAIL 5/C5.10 bx STA 45+36.5 (13.5' Lt.) w 7 i \ (1) 12„ x6 TEE (FL) Building SDI (1) 12" FLxMJ ADAPTOR L - - J 1 12 GATE VALVE (FLxMJ) S C M b F F= 24.00 11 6 GATE VALVE (FLxMJ) W/ THRUST BLOCKING p STA 24+20.5 (7.0' Lt.) �... N I IF FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 A K\ j p - : m 20 LF 6" DI CL52 SPOOL SEE DETAIL 5/C5.10 W STA 24+20.5 (15.0' Rt.) :I 7, 6 SANITARY SEWER POC 52 LF " SS @ 2.8% IE=18.754 :: F 8"x6" 'WYE' RIVA E) SEE MECH'L PLANS FOR CONTINUATION ...�. .I IE=16.55 ::_I I 52 LF FOR 2" IRR SEE DI t- 15' WATER E E 6" SSCO 20' COMBINED SEWER/ RIM TO GRADE WATER EASEMENT IE 18.65 :;::: Cleanout (2) 4" PVC POWER CONDUIT I r o RPBA AND DDCVA TO BE LOCATED W •'�''N. I I I I I WITHIN THE BUILDINGS SPRINKLER ROOM 6 SSCO SEE MECH'L PLANS SEE DDCVA DETAIL c5.� RIM TO GRADE IE 18.65 is PROVIDE 2 HOLE DRILLED THROUGH WALL I : � : � : � : • :,,- I � Cleanout m I OF FIRE SPRINKLER ROOM FOR CITY S _ 6" SANITARY SEWER POC INSTALLATION OF RADIO READ UNIT FOR SS (� 1.7% IE=18.75 THE DETECTOR METER ON THE FIRE ; ::�::: i» cEoaR IVAT SEE MECH'L PLANS SPRINKLER DDCVA :: ' . ' I FOR CONTINUATION W cy b 4" DOMESTIC WATER �I:.:::: : ITER I SEE MECH'L PLANS : I �RKER I (4) 4" COMM CONDUITS I :: l \ m - � FOR CONTINUATION :I IRE HYDRANT ASSEMBLY 6" FIRE SERVICE W -s} 7 FROM EASEMENT C.L. o TRANSFORM :R :VAULT I: b ER CITY OF RENTON STD 310.1 SEE MECH'L PLANS .:::.:•. . " I 5�SPOOL FOR CONTINUATION I T 1 .0 Rt. WA L O NT D FD W )CVA SEE L SCAPE PLANS 5 m BACK LOW PREVENTION DETAIL 24 LF 6" DI C 52 - LF 4 DI CL52 (::::. . : R \ 3 PIV I: II SEE L SCAPE PLANS I ::::: I p FOR CONTINUATION .: I �-. - -- L- -- = - J I I 1 -LO:N .LL " - : --: nx LINE 49. Z y y EL. . L VAULT: UV=SZ : ::: ►A QW nHII :':'. i, ::3t:LF 10: D( :CL52: ::: ::: 86 :LF 1- DI.. CL52::: \ \ 1 \ ER COR STDs I : "' .0 (1) 10%6" TEE (FL) 1 10;;x6" TEE (FL) 3" WATER METER 1 12x10" TEE (FL) : •.\\ J \\ \ �' PER CITY OF 6GATE VALVE (FLxMJ) 1 10 ADAPTER (FLxMJ) W 2 12" GAT LVES (FLxMJ) ::': : :\ \ \ WATER �11) 10" CAP AND PLUG MJ 1 10" GATE VALVE FLxMJ SEE DE STDs L \ MARKE ( ) ( SEE DETAIL 11 1 10 G E VALV J) � �: � : � : � :\ \ W/ THRUST BLOCKING 1 6" GATE VALVE (FLxMJ) W THRUS BLOCKING W HRUST BLOCKI \ / c5. � ST 25+61 7 (4.0' Lt.) 1 10"x4 TEE I \ \ \ 1 10" GTE VAL E (FLxy..: 1 10" A PTER (FLxMJ) 1 5 LF 0 SPO L I : :.::I :: : :::\ : \ \ \ \ W THRUS BLOCK NG : :\ I. :;:.:.I A:::.:�.:..::A J A �v (4) 4" PVC POWER CONDUITS I \ ; : : : • :: \ \ \ \ SEE DETAIL 12 I ::::: I : I ::: •\ ` \ Z� \ I V:::::X� : • ::\ � \ \ �: \:::::::.:Z•::.\ J \ \ • ,U A, 00.I M INED SEWER/ \ WATER EASEMENT \ (4) 4" PVC POWER CONDUITS SEE DETAIL I:.:..:. :1 \••.. .'.'.\ � \ c / 15 WATER EASEMENT I Match Line - See Sheet C5.05 S-388305 Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Call before you r .8-1-1 g or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 177=20' NOTE: SEE DETAILS 2 4 10 FOR PIPE BEDDING, c5.11 c5.11 c5.11 UTILITY NOTES AND SPECIFICATIONS, AND WATER GENERAL NOTES CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY - - PARCEL LINE ASPHALT PAVING CONCRETE PAVING ,;:::.::.••', BUILDINGS GRAVEL ROCKERY -- CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P p TELEPHONE LINE T T GAS LINE G G TREE IV WATER METER/FH ® t STORM CB/MH L J SEWER MH/CO \ ) o OO • GAS VALVE/METER 9 0 b 13 STREET LIGHT \ o-❑ W-388305 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL ti z Q 36936 O GISTIt 1�1 ONAL E SHEET TITLE / NUMBER Utility Plan C5004 R-388336