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MIIIII MN 1111111 MIL MI NM MI M NM 1M 1111111 = a IOW 11111111 1111.1 IIIIII MI MI <br /> 'E O WATER CONSTRUCTION NOTES <br /> E � 27 1 INSTALL NEW 1'SERVICE IN ACCORDANCE WITH DETAIL . <br /> i / .1 E%STINDE G SERVI TRANSITION COUPLING TO MAKE CONNECTION TO <br /> / 6 FURNISH&INSTALL HYDRANT IN ACCORDANCE WITH STANDARD <br /> ie B.GATE VALVE - 4"BEND 45- S/ ..O©' ( - DRAWING 507. <br /> 14 814'REDUCER /�- 0..- d 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH <br /> g - 8"ES"TIE. 8"GATa'�LVE� <br /> 8'GATE VALVE �S 4"TEND 45' ]-09.3(39)A OF THE SPECIAL PROVISIONS. <br /> —SI�I B'BEND 45 10 VACTOR POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS <br /> a'DI •• DAYS PRIOR TO ENCOUNTERING BURIED UTILITIES INSTALLATION <br /> .._.e•Rs•TEE <br /> -B.BEND 11.25' 1] TO DETERMINE IF CONFLICT EXISTS. <br /> �� 8'WIE VALVE II y`` COORDINATENT WITH INSPECTOR&PM WHILE IN3.THISMAINTAIN <br /> AREA. <br /> OLYMPIC BLV 4124 17 r CONTACT MApET PUNTENEY AT125-754-8053.MAINTNN]' <br /> y 8"DI G'GATE VALVE- e 8 d �� 0' 07S'CP SEPARATION BETWEEN GAS UNE&WATER LINE.BED EXPOSED <br /> 3 X x - 0 K X x x % X x S YSp-A-�SLL AIR�F4—.�lIL * \ GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> = �'� -T 0# •,...4x % 1E �'•#04 9 o, '"\ 27 8'BEN015' j 22 y 14 CONCRETE THRUST <br /> SIONSBLOCK IN ACCORDANCE WITH 74J9.3(21)0F <br /> 4- THE SPECIAL PROM <br /> 1] 4Y 1] INLET PROTECTION. <br /> h�' 10 20 # \ 1] ^ .;" 20 AFTER CRY FORCES SHUT OFF VALVE,REMOVE VALVE BOX, <br /> # b ' ` BACKFILL&COMPACT. <br /> \1� # - - 22 REMOVE EXISTING METER BOX&PROVIDE NEW METER BOX. <br /> 27 YA # #\ I4'�RFSTRAIN ALL101Ni5 - 24 INSTALL NEW 1'SERVICE IN ACCORDANCE WITH DETAIL 3/D1. <br /> 4309 \ BETWEEN tS DEGREE BENDS -a - R �.- 27 INSTALL TEMPORARY SILT FENCE PER STANDARD DRAWING 214. <br /> 0.75'PE <br /> mm /oGe <br /> 0751PE \gA # A x x X :0: X z H z z Xr.k.., x -A ..#.. 8'47.OR SEEDRAWINGCS <br /> _ 17 �"TT FOR ROADWAY RESTORATION <br /> / ..E., <br /> \¢]fir J 'm� ' # <br /> Q,.` t200� -# R^ - X14iK K E%ISTING PIPE TO BE ABANDONEDIN PLACE <br /> •� 8•aEND 11.25' O.75.O 22 # ,y O� 3 <br /> SILT FENCING <br /> a"BEND 45' - # k l0 <br /> y Q <br /> OLYMPIC AND RIDGEMONT PLAN <br /> SCALE:1"•20.0" <br /> 2B 1a P FEET ID 40 <br /> 170• <br /> I -170 <br /> MATCH ELV <br /> I>NOTE: <br /> 165- e - 1 165 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN <br /> ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.3(211. <br /> PROVIDE MECHANICAL IOINT RESTRAINT AT ALL PIPE JOINTS WITH'. <br /> R IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING. <br /> n <br /> 160- <br /> Z EX GROUND <br /> 160 LSO• <br /> \ <br /> G u'S 9 D n0 <br /> 55 a <br /> . C o - 155 355 z W s c .I iss ins.. G G iyy. - .Las <br /> a s W f u M. z w o <br /> " In ,1 .150 150 7. W -150 ISO <br /> w <br /> S ^O O N GS j a' >i. EX GROUND - Leo <br /> • <br /> e•p _ EX GROUND • <br /> -14s Las-q I - Er —1 14s vs rs I. I SC a i]s w <br /> R <br /> �T B"BEND 11.25' gl <br /> I Ito' MA7D1 UV <br /> G <br /> Ib <br /> •F a'Ui 8'GATE VALVE S.GATE VALVE EX 6'SWR MAIN 1 170 <br /> a. e'd 8'GATE VALVE <br /> a^sD EX 8"SWR MAIN <br /> l; 135• EX 8.SWR MAIN .135135 8.2 a'TEE 9'BENO45' <br /> E i B.X 6'TEE .135 I65: if 9'. <br /> 165 <br /> 1? <br /> Ii 14;502460 14R80 15F00 15;20 15340 15T60 15420 16F00 16020 16N0 20.00 20.20 20540 20*40 10.80 21*00 21♦20 21540 21P60 21+80 22500 22.•00 22;20 22R40 22560 22480 23E00 23520 2354023+50 <br /> 3 OLYMPIC AND RIDGEMONT PROFILE STA 14+50 TO STA 16+40-STA 20+00 TO STA 23+50 <br /> I_ <br /> SCALE HOME:1 20'VERT:1••5' <br /> ripe EVERETT WATERMAIN PLAN AND PROFILE <br /> ii DATE ALR 4000 5" — PUBLIC WORKS WATER MAIN REPLACEMENT"V" OLYMPIC AND RIDGEMONT W2 APRVO REVISION mwR••A-I•^1 \ <br /> d PANSIssUVDFOR a �pc MO redo,Street WORK ORDER 3730 STA 14+50 TO STA 16+40-STA 20+00 TO <br /> Everett,WA,K:P1 7 1 eID ACTON RECORD %0L rt' s2574em •RR.e.oe. STA 23+50 /26 <br /> ACTION DATE APRVD AC1pN RATE APPVD I ACTON DATE APRVO •(-N"� MOM•10 I ATATC-WA / n'PJ <br />