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INNED-ylx,---1111m.- <br /> 0 WATER CONSTRUCTION NOTES <br /> 1 INSTALL NEW 1"SERVICE IN ACCORDANCE WITH DETAIL 1/01. <br /> PROVIDE TRANSITION COUPLING TO MAKE CONNECTION TO <br /> EXISTING SERVICE, <br /> 7. <br /> € 6 FURNISH&INSTALL HYDRANT IN ACCORDANCE WITH STANDARD <br /> DRAWING I SALVAGE EXISTING0 HYDRANT. <br /> 6'BEND 45'-- O it II I 8 <br /> S 17 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH <br /> E 6'�/J 7-093119LA OF THE SPECIAL PROVISIONS. <br /> 3E i810A ,-8'xP 0.EDUCER �7J' 10 VACTOR POTHOLE EXISTINGINGBUES MIN.OF FOUR BUSINESS <br /> 75'PE 4' /�--8'BEND45' 26D7 DAYS PRIOR TO ENCOUNTERING BURIED UTILITIES INSTALLATION <br /> 0.FSTRAIN ALL JOINTS BETWEEN 2"PE TO DETERMINE IF CONFLICT EXISTS. <br /> i�CONNECNONS TOE%ISTING I 0 11 COORDINATE WITH INSPECTORDERER425-WHIIF IN THIS AR IN <br /> BEND 45'i' CONTACT MARDT PUNTENEY AT 42S-754.8053.MAINTAIN I' <br /> 1 , 06�'x4'REDUCER SEPARATION BETWEEN GAS UNE&WATER LINE.BED EXPOSED <br /> t <br /> a - T -- [.^ �'® GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> B m -.- 17 .. 14 CONCRETE THRUST BIOCIf IN ACCORDANCE <br /> _ , 13 THE SPECIAL PROVISIONS. <br /> WITH 7-09.312110F <br /> y O r�� RESTRAIN ALL JOINTS BETWEEN ; INLET SPECIALPION. <br /> VI <br /> .2p M. 8'x 6.TEE - I 6[NNECTIONS TO EXISTING Q,I"x4^TEE (DZ PINEST 8GATEVALVE -«fro , Y % K K DETAII K IxK �1KK N % % I01 % N % % % %% z J n4"GATE VANE \ 26 INSTALL 4'FIRE SERVICE. <br /> B BEND 45 M 1 1 1 VJ <br /> Y. 1 <br /> 00 Z6 21 + A . . SEE DRAWING C4 <br /> 20 v, x %'• K E K- N X A X. x X X % X X. % FOR ROADWAY RESTORATION <br /> .>F \` 6'x4'REOUCER-t/ _ - - • <br /> - x R K EXISTING PIPE TO BE ABANDONED IN PLACE <br /> 6.BEND IS .,. %/. --8'BEND 45•' I -BEND 45•6" 2901 .75•W 2619 2615 2613 - <br /> • 6 _B'x6"REDUCER O 4'FSG&.75'[P .75'CP ,76'CP Cp <br /> 0 �. tzo NOTE: <br /> 1.11 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN ' <br /> ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.3(211. <br /> EVERETT AVE -_ - PROVIDE MECHANICAL JOINT RESTRAINT AT ALL PIPE JOINTS WITH <br /> • <br /> IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING. <br /> PINE STREET PLAN <br /> SCALE:1^.20-0' releldVI _ <br /> m T9 a -" 40 <br /> FEET <br /> a <br /> f > /8'GATE VALVE <br /> O "p'�', = G W i = yy _ Z I1,/_84LAC <br /> 3m 3 o SAP Qi La <br /> I e4x8'[POSS 7- <br /> W <br /> I. <br /> w 0 z<y{ PP O r. <br /> '" .: x W i > I ^CROSS` /B'WTEVALVE <br /> W \ / <br /> w W <br /> F. <br /> . 1 <br /> _J lll I . IFXGROUNO I . " Ix x I I. mI I <br /> I( x x % \ N ,%- <br /> 8°GATE VANE tGATE VALVE • I `8"GATE VALVE 8'GATE VA LtEEyy 8p1 9q B01 8 DI>a 801-p <br /> w E 8.x8'CROSS `8°x8^CROSS 8"x 4'TEE <br /> f 7S RXIx1NG DETAIL1 <br /> P '-SWR XNG <br /> •75 <br /> 70. <br /> 109.00 109.20 109.40 109x60 109.80 110.00 110.20 110.40 110.60 110.0 111400 111.20 111+40 111.60 111.0 111.00 112.20 112.40 112.40 112.80 113.00 113420 11344813.300 <br /> 3% <br /> L i PINE STREET PROFILE <br /> STA 109+00 TO STA 113+50 <br /> SCALE:NO81Z:1'.20-VERT:1".5• <br /> BF 11 41A AJ1Gf0 l4! -- -" - C[/C4 ,/ EVERE1 PUBLIC STT WATER MAIN REPLACEMENT"VI, WATERMAIN PLAN AND PROFILE W7 <br /> T RA� M� REVISION <br /> 'ff PINE STREET <br /> PLANSHSUEDFOR A/ MOO o WORK 3730 A.wm <br /> i l BID ° I CONST I RECONo `,�uuII 1 "', STA 109+00 TO STA 113+50 12 <br /> ACTDN DART'APRVU /,CIgH BATE APRVD ACTOR DATE MAVD n� 17s Aa',a 911201 per P[c,aH]P I ORDER1F WA <br /> V 6 <br /> - - - M s SU a - M - MI - OM MI MI r - - an <br />