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HomeMy WebLinkAboutw-372101(0 N O O M T 7 W F- Vi w w Z Q W W Y J PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 N, RANGE 5 EAST, W\\. //M. (, x TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE E "I' IAY ^�����`�� -.I... _` A I � INSTALL 2' PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10 —INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER (12 —INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG QA VERTICAL CR❑SS FOR P❑LYPIGGING STATI ❑NI SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING F 1 d PER DETAILS LEFT NORTy � A o °am ,St S ®� R ai l�P c i CONNECTION AND TRAFFIC CONTROL WITH CITY INSPECTOR. OFF) OFF) TEMP. BLOCK/ TEMP. CONNECTION (LAKE WASH. BLVD. NORTH) FINAL CONNECTION (LAKE WASH. BLVD. NORTH) OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 z PHONE: 425- 260 -3412 oPO� PFO2780 CONTACT: DARRELL OFFE, P.E. sJpNAL 03/18/2014 N0. f , a. / 1 40 - -STA.- 22�--7Cr.0 -rt4 �'/ •' i 34 LF 8-' D-.I. 48 WV-` BOT -FOkk- =49:__ ;ir- . " {� �.. _ STA. 20 +47.0 6.8'� T= F173E}�YDRANT'ASSFIMBY 1 1 ❑ \\ 1 -8 11 -1 4' B MJxMJ ' "- `, 11- CONCRETE BLOCK i I, •��/ 1 -8" CONCRETE OCK ,1 10 __ 11 STAAIR3VAC ASS[ •�' '/ ='''��- �'�09-LF. ID.I. WM 'i �. ❑ I PER CITY STAND, 1 1 1 109 L.F. 8" D.I. AM I � - w DWG. 340.3 _- - [)WG. 340. 22 +0�_ — _,_ _ T- W TF ~ r!r - 'sc ;f:7• \� BOX 1 % '.�:` .:vim rC.. ,_1, *`d "+• r .A:y...:_ .. TRAFFIC BEA ING STA. BOTTOM OF F E =41.32 ------ - I / 21 +68.7 5.6' LT. 1 1 W TRAFFIC BEARING 1 I 1 -8 "X6" TE JxF5L , 1 -81 11-1/4- BEND MJx J 1 1 —FIRE HYD / ASSEMBY I / 1 -8" �ONCRETE BLOCK 'i '1 BOX 8F LIQ 11 1 - CONCRET CK Il iJ t � Vi I ® 11 it 1 'I I 11 -__ l I I CI> 1 1 1 I I 1 I I 1 l 11 I 1 1 1 1 .1 1 - ! 111 lil 'I It _ (� AV so At Aia a _5 tog or at At gas Is a ft �� I\ ANY WATER METER BOX LOCATED WITHIN DRIVEWAY SHALL HAVE TRAFFIC BEARING BOX & LID aumrx EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1- 800 - 424 -5555 ECTION 7% 40 \ 1< I 11 I _ I - \ I` W- 372101 ALL WATER SERVICES SHALL BE 1" SERVICE LINES. A 1" PRESSURE REDUCING VALVE (PRV) IS REQUIRED WeSTREAM (HOUSE SIDE) OF EACH WATER METER DUE TO WATER SUPPLY PRESSURE OVER 80 PSI. ..........:.........._... J3.............. :............ .._..._....... ...:...._._. ......... : ......... ...._...... .. ..... ........_.. - ........... - ..\- 2-:.. PLRM ..BLUW..OFY.....M.:I._......... SCALE Y g 0 - 0 15 30 60 36" COVER MIN. HYDRANT TEE 1" :AIR VAC ASSEMBLY .40.00.:........._._ : ....... ..:..............._............ ... ........... _...........111 4' BEND..:.............. - ........... - ........... - .......... 40.00..... 1 inch = 30 feet 37LF., 8° D.I. WM :HYDRANT TEE INSTALL WATER MAIN SD ' •[� rn Jnr nncLTr n ulnu onlnlY Kbl RECOMMENDED FOR APPROVAL By. /SAN / 6k * Dater L4 ) By, (� �w.ew,..,,� Date', % By. Dater By. Date. SURVEYED SCALE X01""D'�'1p°' Chi CITY OF LAKE WASHINGTON VIEW ESTATES D.L. OFFE, P.E. ru RENTON GREG FAWCETT D.L. OFFS, P.E. II DATUM WATER PLAN & PROFILE PER CITY COMMENTS DATED 7/30/2013 DLO amaze ♦rte Planning /Building /Public Works Dept. s xor arE w. REVISION BY DATE APPR v\1- wr� 12/10/2012 mmox ©fu©© 'i �y x U c0i 1 �o N o� WM "N n