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HomeMy WebLinkAboutW-377504w L � r z U D w O0 a U Z CQC L r3.1 {V 395 390 0 0 375 370 50 +00 Cd 2 Wor ft Days1 ip 8aam You D I'M' Ur4wWwj d L0cdw1 Center OD,MrMOR,WA) 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 2 7H= SUBNRAL STA. 12 +27.24', 4.88' LT. STA. 13 +65.67', 5.66' LT. 3 FWAL SAL www.esmcivii.com Pte.,. ,'„'°°^ • 1 -8 "x8" TEE (FLxFL) 1 -8 "x8" TEE (FLxFL) 4 NYIAR SLOWAL CT NE 392.53 1- CONCRETE BLOCKING 2 -8" GATE VALVES (FLxMJ) 3 -8" GATE VALVES (FLxMJ) ESM JOB #1799- 001 -013 NO. EX. ", .V. 1 -8" ADAPTOR (FLxMJ) 1- CONCRETE BLOCKING CL INT'X - CL INT'X 1 -8 "x6" TEE 1- CONCRETE BLOCKING CONNECT TO EX, 8" W.M. STA 13 +76.32, WHITMAN CT NE STA 12 +22.14, WHITMAN CT NE 1- CONCRETE BLOCKING CONNECT TO EX. 8" W.M. CONTRACTOR TO VERIFY SIZE, = STA. 52 +63.97, ROAD B l = STA. 5 +79.36, ROAD A 1�, 11 L.F., 8 "0 D.I. W.M.-I CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR I 1 yTq. 51 +89.25', 5.00' LT. H ` CL INT'X I, 1 -45' BEND (MJxMJ) DEPTH AND LOCATION PRIOR TO TO CONSTRUCTION AND CUT & CAP ALL EXISTING (UNUSED) STA 50 +41.21, ROAD B 12x24x18 CONSTRUCTION AND NOTIFY NOTIFY ENGINEER OF ANY WATER SERVICE LINES AT MAIN LINE (NP.) =STA. 5 +00.00, ROAD A �� ENGIN,EER OF ANY DISCREPANC ES. DISCREPANCIE „ REMOVE ALL METER BOXES & METER SETTERS I SEE DETAIL ON SH WA- I SEE DETAIL 0 I SHEEP WA- & SALVAGE TO CITY SHOPS. $ 0 W.M. I i WHITMAN CT NE\ ET / \(LIMITEDRESIDENTIAL I I - PROPOSED S.D. ACCESS) g "� W.M. (W -3111) I ROAD A �I - w 13 +00 _ �— w EX -03. TYPE 1 -48 "0 — "0 °�� —w EX. 6 "0 D.I. = I STA 12 +66.61, 15.61' RT 25 L.F., 8 D.I. W.M. - - - - -- _ - - - -- -- - -- -- r - -- �-1—� -.—-- T �_— - - - -- 5 �--t _—CA 5' SIDEWALK STA. "x 47, 8.56' LT' EX. F.H. 1 -B -8 x8" TEE (MJxFL) 2 -8" GATE VALVES (FLxMJ) 1- CONCRETE BLOCKING STA. 49 +90.87, 18.74' LT C -- 0 _ _ CL 1 -FIRE HYDRANT ASS'Y. 21 L.F., 8 "0 D.I. W.M. U) I W I Eg w LU t 40 L.F., N:180887.62 8 "0 D.I. W.M. >m Ir E:1311979.60 18 L.F., 1 -8" CAP (MJ) 8 "0 D.I. W.M. �. W /2" BLOW ASS'Y I Vr-� 1 -CONC. BLOCKING - STA. 50 +48.72, 7.50' LT STA. 49 +90.56, 9.14' LT 1 -8'x8" TEE (FLxFL) 1 -8 "x6" TEE (FLxFL) 3 -8" GATE VALVES (FLxMJ) 1 -6" GATE VALVE (FLxMJ) 1- CONCRETE BLOCKING 1- CONCRETE BLOCKING I I II ll J SEE SHEET SP -03 CL INT'X. ! 1 STA. 50 +41.21, ROAD 8 = STA. 5 +00.00, ROAD! A ELEV: 388.35 , I i 3' 'MIN. COVER f a FT- O' TR G 1 cr I -) STA. 50 +94.94, 7.50' LT ^ 1 -8 "x8" TEE (MJxFL) ^ 2 -8" GATE VALVES (FLxMJ) 1- CONCRETE BLOCKING. )AD B _ - - -14 L.F., 8 "0 D.I. W.M. X� - ---- ----- ------- -- - - ---- 1--- ------ -- +- -IF -- ----- -- - -- --- STA. 52 +02.52, 14.50' LT - 1 -FIRE HYDRANT ASSY. - - -- - -- -Y - -;- -- - - -�— ,� STA. 52 +30.52', 5.00' LT. " 16 L.F., 8 "0 D.I. W.M. 1 -22 1/2' BEND (MJxMJ) 3 I 4 I 1- CONCRETE BLOCKING STA. 51+69.30, 6.85' LT 1 1? CONCRETE BLOCK NG k TR l _ �M.1 Oi4/1 COQ E. IVO IT ROAD A / ROAD B El FILL AND COMPACT ROADWAY TO FINAL SUBGRADE BEFORE (EXCAVATION FOR INSTALLATION OF NEW WATER MAIN. I � -1" IRRIGATION MI INT'X '--r A 51 +00.39, ROAD 8 STA. 2 +18.36, TRACT B a l h I 1 CL IN (STA. 52 +63;97, ROAD STA. 13 +76.32, WHITMAN CT I ELEV. 38' GRADE 6 rL 51 +00 52 +00 'w.' I V'/ 05 I I I " ? 1 -22 1/2' BEND (MJxMJ) i . W.I. WA 88003 FW1. FatlO 1- CONCRETE BLOCKING LOCKING 2 7H= SUBNRAL 3 FWAL SAL www.esmcivii.com Pte.,. ,'„'°°^ • Cml wa,lu CMI E,pineert,p I P,oj 1 -,, I Land -;Fe �ibcty" •A. b111 C- 4 NYIAR SLOWAL CT NE 392.53 1- CONCRETE BLOCKING \ CLJN7'X.T ESM JOB #1799- 001 -013 NO. REVISION 8 "0 W.M. rr 395 390 385 380 375 370 i M NMM 1 -22 1/2' BEND (MJxMJ) i �6o1Aw 1- CONCRETE BLOCKING LOCKING M mW M'M d STA. 52 +16.70', 5.00' LT. CL INT'X. ROAD A 1 -22 1/2' BEND (MJxMJ) = STA. 12 22.14, WHITMAN E CT NE 392.53 1- CONCRETE BLOCKING \ CLJN7'X.T 12 L.F., 8 "0 D.I. W.M. STA. 5+00.. STA. 52 +02.64', 7.30' LT. - 1 -8 "x6" TEE O ROAD( 1-6* GATE VALVE (FLxMJ) = 1- CONCRETE BLOCKING l EXISTING 11 L.F., 8 "0 D.I. W.M.-I TR I 1 yTq. 51 +89.25', 5.00' LT. H ` GRA&-® -- D 1 -45' BEND (MJxMJ) - 1- CONCRETE BLOCKING 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) 405 rr 395 390 [m Tf 375 I U 1 1 1 I KEY MAP NM' M NMM ai� i �6o1Aw m h mG m01�1i4W �.j M mW M'M d STA. 5 +79.36, CL INT'X. ROAD A = STA. 12 22.14, WHITMAN E CT NE 392.53 CLJN7'X.T STA. 5+00.. 0, ROAD A = STA. 50 +41.21, ROAD( B ELEV: 388.35 EXISTING GRADE q -- PROPOSED GRA&-® -- D - 3' MINI, COVER p% I / 'Iiil $ 0 W.M. I i I I - PROPOSED S.D. I ROAD A �I liR rpF 395 390 ! 375 n —in 4 SCALE: 1 " =20' HORIZ. 1' -5' VERT. 20 10 0 20 40 W- 311504 CHECKED FOR COMPLIANCE TO CITY STANDARDS �6o1Aw GrcwNr✓ iz/t�/ 14 52 +80 5 +00 6 +00 ESM ESM 11 1 A'"y` II uxc rEm xwo Pm CITY OF WHITMAN COURT 12/01/2014 a 0 u I� i. mm 1 ,._�. La FF10B]% SM 10 /1 R E N T O N P Fsr n 1 am a „EIS WATER PLAN AND PROFILE o ar E311 1 1 1 te n: Al suf —LLB DATUM IF.g1E ” Planning /Building /Public woks Deft. PERMIT #014003820 WA -03 BY DATE APPR .W '40 Cam: W- 37�S0�