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r IIIIII MI M' SA M M E MI' MI NM M NM NM IIIIII In UM - <br /> O WATER CONSTRUCTION NOTES <br /> IA NS ALL NEW 1'SERV CE IN ACCORDANCE WITH DETAIL 2/01. <br /> n 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH <br /> 'T-' 7-093I19IA OF THE SPECIAL PROVISIONS. <br /> E 10 VACTOR POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS <br /> DAYS PRIOR TO ENCOUNTERING BURIED UTIIITiES INSTALUTION <br /> TO DETERMINE IF CONFLICT EXISTS. <br /> L ® SE"x8'TEE 11 COORDINATE WRHINSPECTOR&PST WHILE IN THIS AREA. <br /> 8 CONNECT TO EXIT"� ® CONTACT MARDY PUNTENEY AT 425]51-0053.MAINTAIN S' <br /> SEPARATION BETWEEN GAS UNE&WATER LINE.BED EXPOSED <br /> ., © GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> O27 �� ® ��. /14 <br /> 'BFND 45' 13 CUT&CAP EX.PIPE IN ACCORDANCE WIN 2-02.3(5)OF THE <br /> ^ -• <br /> •e'BEND 22.5' /2"�B -SPECIAL PROVISIONS.ABANDON EXISTING PIPEJN PLACE. <br /> `v qi 9 BEND <br /> TO EON riJ <br /> o X`*.X X X X X US['11v � X. X I]34 CONCRETE THRUST BLOCK INACCORDANCE WITH 7-09.3(21)OF- <br /> R° <br /> .-.. - n THESPECIAL PROVISIONS. <br /> RESTRAIN ALLIOIMSQ; _. ... .-. ,.- <br /> SPEC <br /> -�:,li'DI " 3 17 'INLET PROTECTION: <br /> SEAHURST AVE Q 'fi'BEND 4S• X"-X "X "U Y' X' X' X 'X % X -%-'9 B-1C"-4 X L 20 AFTER CDT FORCES SHUT OFF VALVE.REMOVE VALVE BOX, <br /> E B'v6'REDUCER O _l N X X X x xy x X x x x x ; BACKFILL&COMPACT. <br /> U RESTRAIN ALL JOINTS u <br /> Q OLYMPIC BEVD B'M 22 REMOVE EXISTING METER BOX&PROVIDE NEW RATTER BOX. <br /> 0� - B•GATE VALVE B'DI 6"aeo 24 INSTALL NEW,1".SERW[E INACCOROANCE WITH DETAICA/Dl. <br /> w <br /> W <br /> w <br /> 17 '"- 12"x8'AEOUCEI ,��. 21 _ - 27 INSTALLTEM'OAYSIL IFNCORRATANDARD DRAWING 2. <br /> 3 --B'GATE VALVE _SILT j —ini—Tai r r / 27 INSTALLTEMPORMYSILT FENCE PER STANDARD DRAWING 214. <br /> lJ w <br /> 4327 rBEND 22.r 17 <br /> 0.75"PE lJ �� 4323 1] .J 17 SEE DRAWING Cl <br /> v �-0"BEND 22.5. 2A/®D.75'PE 4321 2i FOR ROADWAY RESTORATION <br /> �1+ f 1127 0.75'URN <br /> ] * 2'GI ,v <br /> \. i C <br /> X x X EXISTING PIPE TO BE ABANDONED IN PLACE <br /> o <br /> j1.01-tf, <br /> —sat— SILT FENCING <br /> (+f it i;I% /�.tt-, <br /> G %A,. <br /> SEE RIGHT <br /> OLYMPIC AND RIDGEMONT PLAN " " FEET 40 <br /> _..... -- _...-SCALE:1`.20LO' --'- <br /> MATCH ELV -_... - _.. _- .... <br /> iB0 . ®NOTE: <br /> N 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN <br /> ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.3(21). <br /> PROVIDE MECHANICAL JOINT RESTRAINT AT ALL PIPE JOINTS WITH <br /> 200. . 200 2751 g. <br /> G - •175 IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING. <br /> z m z <br /> z Ilti <br /> 195 a <br /> • el g i 3 •195 170• 0101 •170 <br /> EX GROUND e ! gtg <br /> E I u o I•i B•BEND 22.5• &"0j <br /> g S 190. L. <br /> .290 165. • :165 <br /> ii.Of I Y O W P W <br /> 3 B'BEND 22.5• <br /> IBS- u� <br /> .385 Ifi0- iW w <br /> \vB'TEE -- I "' J EX GROUND V <br /> a i EX B'SWR MAIN 8•GATE VALVE- B"SW0. <br /> MATCH ElV <br /> DI NMI 155 EX B"SWR MAIN <br /> 1B0- 8, B+D/ <br /> • sss <br /> B'SWR <br /> B•BENo zzs- q. • <br /> i175• r SW R-/ :175 150- -150 <br /> .E ffff • <br /> ) <br /> 5i • <br /> 1 i 170 <br /> R 9490 100 10,20 10.40 10110 10.110 11.00 11.20 11.40 11+60 11+10 12400 12.230 112.23 12.40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 1444014+50 5 <br /> 10 <br /> OLYMPIC AND RIDGEMONT PROFILE STA 10+00 TO STA 14+50 • <br /> €$ <br /> SCALE:NON2:I"•20 VERT:1""5' <br /> - 4,7, 12 EVE RESTS WATER MAIN REPLACEMENT"VI, WATERMAIN PLAN AND PROFILE W1 <br /> 11 p oDAE NO pENPON, F OLYMPIC AND RIDGEMONT <br /> NO PATE NRVO REVISION dm n1. faxti <br /> PLANS ISSUED FOR J1°0 WORK ORDER 3730 6 <br /> nR,oN DATE AMVO I ACTION DATE ARVO I RECORD <br /> PATE�30000 °` ai:iiS ivRies"]xn°w 41606-I°106110 wn STA 10+00 TO STA 14+50 26 <br />