Laserfiche WebLink
MN WM N MI 1111111 MI MI MN M .- NM allil NM allir al11. OM M I MB <br /> r, <br /> T-,.,;, V WATER CONSTRUCTION NOTES <br /> i • <br /> I INSTALL NEW 1'TIONC[IN UPACCORDANCE WITCONNECTION <br /> TOl. <br /> PROVIDE TRANSITION COUPLING TO MAKE TO <br /> EXISTING SERVICE. <br /> 6 FURNISH&INSTALL HYDRANT IN ACCORDANCE WITH STANDARD <br /> DRAWING 507. <br /> 7 REMOVE&DISPOSE EXISTING HYDRANT. <br /> 2730 2726 2n2 2716 10 VACTOR POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS <br /> .7S=� ,75•pE .75'PE .75'PE 2712 DAYS PRIOR TO ENCOUNTERING BURIED UTILITIES INSTALLATION <br /> eua e .75'IE TO COORDINATE <br /> NEIF CONFLICT EXISTS. <br /> I <br /> --- - - - 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA <br /> I 17 17 ° z2 n <br /> / CONTACTEPA MABDY BETWEEN <br /> AN&WAT RLIN.MAINTAIN EXP S' <br /> SEPARATION SERVICE <br /> GAS LAAE D WATER RDA.BED WITH <br /> SP <br /> f �` J GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE SP <br /> a �14 CONCRETE THRUST BLOC%IN ACCORDANCE WITH 7-08.3121)OF <br /> d NI <br /> THE SPECIAL PROVISIONS. <br /> . GATE VALVE 14 PINE ST n -20 PETER <br /> E CITY FORCES <br /> 20 AFTER[ITY FORCES SHUT OFF VALVE,REMOVE VALVE BOX, <br /> A' m0 14 1 N 24 1 3 BACKFILL&COMPACT. <br /> M 87116.TEE— 0' — mm — I — — I— — — I — — I— U' 22 REMOVE EXISTING METER BOX&PRONDE NEW METED BOX. <br /> G7 ]01.00 106.00 IUJ.90 10r00 IID+00 24 INSTALL NEW 1'SERVICE IN ACCORDANCE WITH DETAIL 3/D1. <br /> N E 6.a <br /> rai <br /> • <br /> SEE DRAWING C3 <br /> '--6"GATE VALVE FOR ROADWAY RESTORATION <br /> f H-% %u% % N N % N X % N % % % X % X' % % % % % % % X X X % % % N N % % 6 N H N % X N H k % X X ARK A X K % K % <br /> 6 00 <br /> ,.. - X % % EXISTING PIPE TO BE ABANDONED IN PLACE <br /> 0 <br /> CALIFORNIA ST <br /> PINE STREET PLAN <br /> SCA E:r=za-0' <br /> ID 10 0 FEET NI <br /> P. i ©NOTE: <br /> b G 8 <br /> G _ 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN <br /> I E G = % 2 a > ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.31211. <br /> 2 <br /> w o i ¢ PROVIDE MECHANICAl10INT RESTRAINT AT ALL PIPE JOINTS WITH <br /> 90• C o ;' u O .........m..... ,w,A 90 IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING. <br /> F > <br /> B m s W a €� <br /> 85 0 5 ? EX GROUND _ .. ... .85 <br /> $ a - � 1-.. _ l 1 <br /> k <br /> TE VALVE. I_. ... BO <br /> 8'DI <br /> g <br /> R 1 ex 6'TEE <br /> tg <br /> €3 <br /> 8 I. 65• .. • • . <br /> 3 104.50d+60 104+80 105.00 105+20 105.40 105.60 105.80 1O6.00 106+20 106.40 106F60 106+80 107+00 107+20 107+40 107+60 107+80 106W0 108+20 106H0 108+60 108+30 109+00 <br /> 3e <br /> 1 PINE STREET PROFILE <br /> STA 104+50 TO STA 109+00 <br /> A SCALE:IWRIZ:1""20.VERT:1•=5' <br /> "r.� o' EVERETT WATERMAIN PLAN AND PROFILE W6 <br /> • <br /> p 1q.a Au ioaNUMi <br /> _ 11 iI, PUBLIC WORKS WATER MAIN REPLACEMENT"V" <br /> a ND. DATE APAw PLANS ISSUED FOR 1M0(C,llnr PINE STREET <br /> 80 CONTI: RECORD 11 W4P.ro, WORK ORDER 3730 STA 104+50 TO STA 109+00 11 <br /> 1 ACTION DATE APRVD I ACTION DATE APRVO I ACTION DATE AP VO Ry I I21157HMO rcrttnw.Pa BEGpR-la I STATE-WA 2G <br />