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0 -�� O WATER CONSTRUCTION NOTES <br /> i ,, 4 INSTALL NEW I'SERVICE IN ACCORDANCE WITH DETAIL 2/Dl. <br /> 9 CONNECT i0 EXISTING WATER MAIN IN ACCORDANCE WITH <br /> { 709.3119)A OF THE SPECIAL PROVISIONS. <br /> 10 VACTOR POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS <br /> E - _ DAYS PRIOR TO ENCOUNTERING BURIED UTILITIES INSTALLATION <br /> • <br /> � TO DETERMINE IF CONFUCT EXISTS. <br /> ---12'AB'TEE 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA <br /> CONNECT TO EX 12"0 ® CONTACT MAROY PUNTENEY AT 425.754.8053.MAINTAIN 1' <br /> SEPARATION BETWEEN GAS LINE&WATER UNE.BED EXPOSED <br /> 25 0 EN GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> 27 <br /> , 'BEND 45' 13 CUT&CAP EX.PIPE IN ACCORDANCE WITH Z-02.315)OF THE <br /> E - && /I-0 <br /> ._,.SPECIAL PROVISIONS.ABANDON EXISTING PIPE IN PUQ. <br /> F X"`S..X X x NRE x-8,T CT-. 2 X- X X .. 9 CONNECT TO EX6. &'BEND 225' 2'STUB D14 CONCRETE THRUST BLOCK IN ACCORDANCE WITH 7HK.3(31)OF <br /> 3 - 11'01 , <br /> - RESTRAIN ALL JOINTS<.. E�25 n THE SPECIAL PROVISIONS. <br /> • 6. • __ 1]_ 7NIFEP0.0TECTION:. - ._ <br /> SEAHURSTAVE 0 '` - ....a'xEND45' B,X X x E.REDUCER • K X" X x x A AK''K--X-X-:.% A $ <br /> A - RESTRAIN ALL JOINTS X x k % ,.- X X. X X 3 20 BACKFILL&COMPACT. <br /> AFTER CITY FORCES OFF VALVE,REMOVE VALVEMBOX. <br /> X x X X <br /> 10 _ - B"GATE VALVE 8"DI OLYMPIC RIVD B"pl C1 22 REMOVE EXISTING METER BOX&PROVIDE NEW METED BOX. <br /> 17 _ r< 12'A8"UEDUCEI L-4ui Bsui ]1 mm 24 .. _ ., _ - N 24 INSTALL NEW SERVICE IN ACCORDANCE WITH DETAIL 3/01. <br /> • 25 INSTALL NEW 2"SERVICE IN ACCORDANCE WA DDETAIL 4/D1. <br /> 0 <br /> % -8"GATE VALVE -----'''.0& l (�w 27 INSTALL TEMPORARY SILT FENCE PER STANDARD DRAWING 214. <br /> l� mr.j4327 <br /> -` -8'BEND 22.5. 11 <br /> 0.75"PE l O� 4323 17 ...I) <br /> S.BEND 22.5' FOR ROADWAY RESTORATION <br /> v - % 2a ®Q75"PE a3z1 22 SEE DRAWING Cl <br /> 1127 g 0.75"UKN <br /> z] : s 2"GI <br /> • <br /> \. - X X X EXISTING PIPE TO RE ABANDONED IN PLACE <br /> SS fi b® ^Y -SUT VI _. /J - SILT FENCING <br /> 07 - <br /> q o' i <br /> SEE RIGHT <br /> OLYMPIC AND RIDGEMONT PLAN 20 ID 0 1 „ <br /> ..--..SCALE:1'•20'0' FEET <br /> MATCH ELV <br /> MATCH -. .. <br /> 180 2 . 0 NOTE: <br /> P2 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES IN <br /> F ACCORDANCE WITH SPECIAL PREVISION SECTION 709.3(24 <br /> zW Wn G PROVIDE MECHANICAL JOINT RESTRAINT AT ALL PIPE JOINTS WITH <br /> 200 175 n: - - .175 IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING. <br /> a z <br /> zo <br /> 195.. z 3 a .195 170- • - I ig <br /> i .170 <br /> EX GROUND Z g > "' <br /> 0 u z B"BEND 22.5• B•pl <br /> -I 7Z. �j O •190 165- • <br /> :165 <br /> II y <br /> aW •1 1 <br /> CBEN02L5' z w <br /> ti N <br /> nLi <br /> IBS ^ f <br /> 12'X8'TEE w E%GROUND ge <br /> V 260 <br /> I EX B"SWR MAIN M WTE VALVE"-. a"SWRJ 3 <br /> i 4 180. 8"DI • <br /> i MATCH ELV <br /> ;180 155: <br /> EX 8'SWR MAIN B• <br /> I55 <br /> f <br /> ei 8"SWR-/ <br /> D 175. • <br /> B.BEND 225" ...„0/ <br /> g ' r swil :175 150, <br /> X s 150 <br /> • <br /> ' 170 <br /> 9.80 100 10+M 1W40 10.60 10.80 LIMO 11+20 LINO 11.60 11+80 12M0 ••170 145 <br /> 1. .0 12.23 12+23 12.0 12.T0 12.80 13.00 13.20 13N0 13+60 13+80 14M0 14.20 14.4014.50145 <br /> ie <br /> y <br /> "1 OLYMPIC AND RIDGEMONT PROFILE STA 10+00 TO STA 14+50 <br /> SCALE:NOpIZ:1""20'VEPT:1'"5' <br /> ._- __ - ..._....__ o ue- qqP o-.w+ <br /> EVERETT <br /> ggg'[" G �� AIKNNWM2 ""-- ° -"a` ` WATERMAIN PLAN AND PROFILE W1 <br /> i Ho MT[ APIIYD --- REW510N - -" onpuwwo-.•i- tiI,)' PUBLIC WORKS WATER MAIN REPLACEMENT"V" <br /> $ Pues ISSUED FOR c OLYMPIC AND RIDGEMONT <br /> "'°"°°" WORK ORDER 3730 <br /> : BID coNST pECAnu bereft w"'4I. STA 10+00 TO STA 14+50 6 <br /> -C ACDON °ATE APRVI I ACRON DATE APRVD I ACTION DATE'APRVD 1.10 .25.257.WO e.rreliwgm' REGION-10/STATE-WA <br /> 2G <br /> IIIIII MN I - - a MI 11101, a Mill - 1M - MI - - MI <br />