Laserfiche WebLink
1 <br /> (�::; — : n O WATER CONSTRUCTION NOTES <br /> i . i.; '; 1++'1 '�'" 6 DRAWIN 507. LLHYDRMfTINACCORDANCE WITH STANDARD <br /> Y. a t�r' y 10 VACTOIR POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS <br /> • <br /> DAYS PRIOR TO ENCOUNTERING BURIED UTILITIES INSTALLATION <br /> T <br /> N <br /> TO DETERMINE IF CONFLICT EXISTS. <br /> 3 ll COORDINATE WITN INSPECTOR 42 WHILE IN THIS AREA. <br /> 4315 22 ll 2 SEPARATION BETWEEN GAS CANE&WATER LINE.BED EXPOSED <br /> 4315 0,]5'CP LJ� / 22 <br /> 4205 °,75"V 22 , GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> x`FF 0.75=CD • 22 43�• \4321 9d3.22. <br /> 'CI <br /> 3 ®�, 0.75'CP 0.]5'CP 4327 14 CONCRETE THRUST BLOCK IN ACCORDANCE WRH 7-09.301)OF <br /> @ 24 • 0.]5'CP 22 REMOVE EXISTING METER BOX&PROVIDE NEW METER BO%. <br /> RIDGEMONT DR - 24 INSTALL NEW I'SERVICE IN ACCORDANCE WITH DETAIL 3/01. <br /> • <br /> gg 2/ <br /> N Cie <br /> Oil 8 ,, SEE DRAWING C2 <br /> s <br /> ,� ,RESTRAIN ALL JOINTS - FOR ROADWAY RESTORATION <br /> BETWEEN 45 DEGREE BENDS - -....�... . <br /> % % % % % / _ <br /> RIDGEMONTOR ._ -. . A' s. �. .mm �.. <br /> } 8'BEN045' - 3'WTE VALVE 24 <br /> 24+ 8'BEND 45'....' N a % %' N X X K. ERROR % K K K % K % X K K X ERRUx K N •%.�,.% ROBE K % E R K K EXISTING PIPE TO BE ABANDONED IN PUCE <br /> • 24 4302 22 4314 12 • 22 • . <br /> •.+ 0.]S'C 0.75'[P 0.]50'[P 4326 <br /> 0.75'CP <br /> ssbE 4301 a) 0.7s'v <br /> m10 I <br /> 22 ©NOTE: <br /> 8'i M TEE-- --6'GATE VALVE T J 1.1 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN <br /> 0 ACCORDANCE WITH SPECIAL PREVISION SECTION 7d9.3(211.�14 6'DI', • PROVIDE MECHANICAL JOINT RESTRAINT AT ALL PIPE JOINTS WITH-:� <br /> I-3 I, IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING.:. <br /> °'GATE VALVE--- <br /> 213 - <br /> SEE-RIGHT - OLYMPIC AND RIDGEMONT PLAN <br /> SCALE:1"=20'-O" 10 ID P FEET 20 44. <br /> G 235- D <br /> G E 235 <br /> E u W. LE., : <br /> 210 • W.............. 210 MATCH ELVa <br /> Ft r <br /> .1. <br /> 230 o O r W <br /> 205 G q ... t0 /' G G ei <br /> O T .230 <br /> ITE o o F -I,-. <br /> n 8'GA VALVE °I '•'W <br /> m ¢ EX GROUND - ^p< ^ <br /> y a •200 <br /> Q 3 - - 4 0\ 220 = rr <br /> '2 i5 I I I F%G 210 <br /> E = e'x6'7EE L4 .__.,___.,ROUND <br /> R(3 195. F <br /> 2 y 3 - -195 2 S <br /> gi oi <br /> n dd. 8'BEND 45. ) 215 - .2ss <br /> 1g 190- I.- - W v 8"OL <br /> e3 8'BEND 45' MATCH ELV u <br /> 210 <br /> 4£ 210 <br /> I. <br /> EX 8'SWR MAIN <br /> 180 •- - :I80 <br /> 71 EX 8"SWR MAIN 200• -200 <br /> 175• <br /> 00 <br /> I 2345023460 23480 244 24420 24+40 24460 24480 25+00 505 25420 25440254 195• • <br /> . <br /> 2545025+60 25+80 26400 26+20 26440 26460 26+80 27400 27420 27440 27440 27+80 28400 28420 28+40284505 <br /> 1 OLYMPIC AND RIDGEMONT PROFILE STA 23+50 TO STA 28+50 <br /> I <br /> SCALE:HORIZ:1"=20'VFRT:3'•5' <br /> 1 64.44 -on 'MI w EVERETT ... <br /> (( ` WATERMAIN PLAN AND PROFILE . <br /> M1 1 Au A°0FM°M" PUBLIC WORKS WATER MAIN REPLACEMENT"V" W3 <br /> no DATE ANIW SISSUN - o.w�.,..... r / OLYMPIC AND RIDGEMONT ....�. <br /> PLANS ISSUED FOR - 320PCr brRae <br /> 9 BID I PLANS <br /> I RECORD °'� FK..It.W.zs2P, WORK ORDER 3730 STA 23+50 TO STA 28+50 $ <br /> i ACTION•DATE APRVO ACION DATE APRVD ACigNLL DATE APRVO hdt tfi'' 420.2+704C9 eai=nw°.pev BEKRDV 10 I PATE-WA �G <br /> 4�'� a <br /> - MB Ma N• I -- N MI KM MO a - M. - - r MI 1111111 all <br />