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i <br /> S-- �— <br /> i Q WATER CONSTRUCTION NOTES <br /> I INSTALL NEW 1'SERVICE IN ACCORDANCE WITH DETAIL 1/D1. <br /> PROVIDE TRANSITION COUPUNG TO MAKE CONNECTION TO <br /> EXISTING SERVICE. <br /> 2 INSTALL NEW 1'SERVICE IN ACCORDANCE WITH DETAIL 1/111. <br /> .. 6 FURNISH&INSTALL HYDRANT IN ACCORDANCE WITH STANDARD <br /> DRAWING 307. <br /> • <br /> 8 SALVAGE EXISTING HYDRANT. <br /> [[ x520 2506 <br /> 17 3] 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH <br /> € .520 .75"CP 2502 7 7-09.SITNIA OF THE SPECIAL PROVISIONS. <br /> SS S•CP10 VACTOR POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS <br /> „ 22 (7...) `% DAYS PRIOR TO ENCOUNTERING BURIED UTILITIES INSTALLATION <br /> 92 r <br /> 70 11 COODETEPMINERDINATE WITH IF CONFLICT EXIS&TSPS <br /> . <br /> INSPECTOR E WHILE IN THIS AREA. <br /> 8"GATE VALVE CONTACT MAROY PUNTENEY AT 425.754-8053.MAINTAIN 1' <br /> • :-.O'® _ 0'm , 00 SEPARATION BETWEEN GAS UNE&WATER UNE.BED EXPOSED <br /> ,Ii>.0 - GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP <br /> 9-03.22. <br /> t^I O 0 Yx6'TEE 13 CUT&SPECIALPROVISIONS.PIPE IN ACCORDANCE WITH 2-02.3(PLACE.OF THE <br /> ABANDON EXISTING PIPE IN <br /> m _ 8'GATE VALVE 8"BEND 15' 14 CONCRETE THRUST BIOO(IN ACCORDANCE WITH 7-09.3I211 OF <br /> 4O1 118NIB �� 119WB . — — 4.11 THE POVISONS. <br /> 17 INLET PROTECTION, <br /> GI 'a) A RESTRAIN ALL JOINTS© 17 PINE ST 22 REMOVE EXISTING METER BOX&PROVIDE NEW METER BOX. <br /> O° 6"GATE VALVE f BETWEEN FITTINGS ; 24 INSTALL NEW I.SERVICE IN ACCORDANCE WITH DETAIL 3/D1. <br /> F <br /> 4' r® <br /> J SEE DRAWING C5 <br /> X •X X' X 31--X R X X X X X X I [' FOR ROADWAY RESTORATION <br /> 2507 xx _. 22 �1�3y//1 <br /> S'PE 22 2505 2501 © B.76"REDUCER <br /> 6 OIg <br /> 8'BEND 4S' - R X X EXISTING PIPE 70 8E ABANDONED IN PLACE <br /> -' =-I"1= 25TH ST <br /> PINE STREET PLAN <br /> ID 10 B ID 40 <br /> FEET <br /> p NOTE: <br /> 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN - <br /> 340. C..•t.� D G a ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.3(21). <br /> w w w ' ' 100 PROVIDE MECHANICALIOINT RESTRAINT AT ALL PIPE JOINTS WITH <br /> z z z z IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING. <br /> O� 8 61 <br /> 3 <br /> 95- S rrU S' ri°.J � z • <br /> -. . .. <br /> 3 3i i irl i EE 3 '95 <br /> z HR-I.... __.I ... •.I... \I_... ...I_. I. EX GROUND ,90 <br /> 8'GATE VALVE 8"GATE VALVE <br /> B"BEND 45. <br /> :[ <br /> C 8'x6'TEE <br /> E 8.7 6'REDUCER <br /> j♦R SB- �B0 <br /> 6 <br /> Y 75 EXSS"SWR MAIN <br /> 75 <br /> t B <br /> aC <br /> 3" 118400 118420 118440 118 0 M 48 <br /> 460 118480 1194 119.20 1190 119460 1190 120400 <br /> i <br /> tg PINE STREET PROFILE <br /> a STA 118+00 TO STA 120+00 <br /> i 9 SCALE:HORR:1'.DO VERT:1".5' <br /> 3 I Os* LR4F <br /> - E EVERETT "'" <br /> j lF, AM p� ""TREVISION — �P 4 'I PUBLIC WORKS WATER MAIN REPLACEMENT"V" WATERMAIN PLAN AND PROFILE W9 <br /> e � � PINE STREET ...,.PUNS ISSUED FOR � „R MOO[ear <br /> °LEI E""'L"'"'"° STA 118+00 TO STA 120+00 is <br /> P I I RECORD -� .7sERR.SS B 4..,NL„x.09, WORK ORDER 3730 26 <br /> BID ... coNsr <br /> gC110N OAIE APRVp ACTION DATE^APRVD ACTION DATE ANIVO -N'� Ritil°n-LB I Sr"iF•W" <br /> r UM MI ,I — all MR OW — /n w — — M — — r r a <br />