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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
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AFTER ALL TESTING AND DI,
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DISINFECTION r� A
CONNECT TO EX. 8" STUB, REMOVE CAP.
CONTRACTOR TO VERIFY SIZE, LOCATION
AND DEPTH PRIOR TO CONSTRUCTION, AND STA. 15 +69.64, 19.70' LT.
NOTIFY ENGINEER OF ANY DISCREPANCIES. - s o FIRE HYDRANT ASS'Y.
1 -8" SLEEVE (MJ)
1 -8 D.I. SPOOL
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1-45' BEND (MJxMJ) '`� 26 L.F., 6 "e D.I.
1- CONCRETE BLOCKING' „ I IIt
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410
405
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395
390
385
380
375
STA. 15+71.59, 6.81' RT
1 -8 "x6" TEE (FLxFL)
1 -6” GATE VALVE (FLxMJ)
1- CONCRETE BLOCKING
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STA. 16 +57.08, 9.83' RT
1 -45' BEND (MJxMJ)
1- CONCRETE BLOCKING
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qo STA. 17 +23.29, 3.94' RT
1 -8" GATE VALVE (MJxMJ)
1" WATER METER SERVICE. ARMOUR CAST
12x24x18 WITH 2" A.R.M. HOLE (TYP.)
STATION EQUATION
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= STA. 33 +47.32. ROAD C
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INSTALLATION
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395
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375
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SCALE: 1' =20' raft¢.
1" =5' VmT.
20 10 0 20 40
CHECKED FOR COMPLIANCE TO CITY STANDARDS
W=377502 6, o" "' "J I'l
® CONSULTING ENGINEERS L L C p •�/ /'.�. 0 Fi�. � .�,TAL ESV 11 1 SIMEYFD' SfNL HI:IMN: II,M 1899
9anao 69+nVenue so "'" , % , so0oro sverrrAi FSM , 9mcxm. �'��' xwazwrtu: ruO lma /ISSI 6� CITY OF WHITMAN COURT
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Sulro 205
Pxbrel Way. wA 99W9 �,,.. . ,a,9 - 2 1Rero suewrrAL Fs, 10/20/14 REN TON
www.esmcivil.com , � „a,,,,�,,,, 3 F1uL �IBn,Tw, fv, ,1 , °"""° q/P,�F WATER PLAN AND PROFILE
cm, En8ln .g Lone R.nn9q ,0111 tl1E Np1 DATUM
P "em www I Pnject Ymwpm"nt LmbccP w<n9..wi. '{ ^ 4 MYLAR SUMMMAL 6L 1 1 09[09Ep;
c /s.° RGa ". Planning /Building /Public works Deft. PERMIT #U14003820
ESM JOB #1799- 001 -013 TONAL E ! /!' NO. REVISION BY DATE APPR "" " �`L"
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