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HomeMy WebLinkAboutTED4003775.56CL INT'X STA 30+00.00, ROAD C ' =STA 15+51.29, ROAD D i ullA 5A 395 .a -A 375 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 ROAD D SEE SHEET WA-01_ t • ' STA. 30+65.21', 7.83' LT. I 4 L.F., 8 D.I. W.M. STA. 31 +97.97'. 8.06' LT. cn # 1-45' BEND (MJxMJ) 1-45' BEND (MJxMJ). ( 1-CONCRETE BLOCKING 1-CONCRETE BLOCKING STA. 30+ 68.13' . 5.00' LT. 1 IRRIGATION METER 8f L.F., 8"0 D.I. W.M. 1-45' BEND (MJxMJ) 1-CONCRETE BLOCKING 11 L.F., 8" 0 D.I. W.M. 32+08.86. 13.70' o\v , 0 TRACT , _ o - --- ------ ------ 21 i ROAD C ' LT. 1-FIRE HYDRANT ASS'Y. TRACT K 39 33 L.F., 8"0 D.I. W.M. I STA. 32+34.69, 9.66' LT. - 'C 1-49 BEND (MJxMJ) 1-CONCRETE BLOCKING 22 23 24 25 38 � - 1 " WATER METER SERVICE. 32+07.07. 5.39' 26 32+38.93. 15.22' ARMOUR CAST 12x24x 18 STA. ' LT. STA. ' LT. WITH 2" A.R.M. HOLE (TYP.) 1-8"x6" TEE (FLxFL) - 1-AIRVAC ASS'Y. 2-8" GATE VALVE (FLxW) 37 1-6" GATE VALVE (FLxW) 3 STA. 30+60'f, 8't 1-CONCRETE BLOCKING - AFTER ALL TESTING OR DISINFECTION CONNECT TO EXISTING TEE WITH 1-8" GATE VALVE (FLxMJ) 1-8" SLEEVE (MJ) CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ROAD C n.n n c, TRACT J LYUt>D — 36 co 33+19.66.A�w 27 STA. ' LT. 35 1-8"x6" TEE (FLxFL) STA. 32+94.63' 11.23' LT. 1-6" GATE VALVE (FLxw) 1-45' BEND (MJxMJ) -- 1-CONCRETE BLOCKING S 1-CONCRETE BLOCKING o 34 Q • 31 L.F., 8"0 D.I. W.M. w Q 4 33 � 0---------- ------ - - ------ w _ _ TRACT I Ill---- - co Rl 1 33+19.62. 18.88' _ r STA. 33+22-49', 10.06' LT_ ' LT_ 1-45' BEND (MJxMJ) 1-FIRE HYDRANT ASS'Y. 1-CONCRETE BLOCKING 4 L.F.. 8"0 D.I. W.M. f I S -. PROPOSED GRADE ®. _ - _- 1 CL 130+00 r � � 3' MIN. COVER .00, ROAD C EXISTING GRADE / F.H. ASS'Y (TYP.) = STA. 15+51.29, ROAD D ELEV: 386.93 / ( FILL AND COMPACT ROADWAY TO FINAL 1 » AIRVAC F.H. ASS'Y SUBGRADE BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAIN. 8"0 W400,00" ASS'Y. 1 ` PROPOSED S.S. ✓''`'r cl) 30+00 Cd 2 Workfnp Days 00=a You Db U111111iss thdwgiawd LOCalAOfl CMrler (IDJWTMORWA) 31 +00 CONSULTING ENGINEERS LLC 99�00 Slh ArerMte South ' • ' Su1M 205 Federal WaY. WA 9WW www.esmcivil.com noom 3w-r nase... M-sm ESM JOB #1799-001-013 32+00 33+00 KEY MAP Eig Em n SCALE: =20HORIZ. 20 10 0 20 40 395 W=377508 390 AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN r1 E t HEREON IS BASED UPON A FIELDoE sy,s SURVEY BY MI OR UNDER MY DIRECT !`� ��► y SUPERVIS N OCTO 2015 y W5 0 N MAN E.00OMON, L.S. NO. 22338 �'rty0� 1 l ANC DATE: /-/w AK 12-15-2017 3W - 375 33+60 R=377556 CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 RRST SUBMITTAL ESM 7/11/141 SUNK14 o, SCAM. i =21V MUM: NNS IMa•t "°'®0N1"`' NAD ' DATUM Cl T Y OF REN TON Planning/Building/Public Works Dept. W H ITMAN COURT WATER PLAN AND PROFILE PERMIT #U14003820 3/�oi 1 SECOND SUBMITTAL ESM 26 14 == �soac. UNN= 2 THIRD SUBMITTAL ESM 10/29/1 3 ANAL SuBmum- ESM ,1/20/1 010Ms� the u � � w►Ncmuw SCME ACCOFAWWY dMNN6 W. WA-02 4 MAM SUBMITTAL ESM 12 01/1 NO. REVISION BY DATE APPR - `` 37 "40 Ate. � Z G == C �c� N z Ill m U m 0 I D w �x zN no � � ►-3 ' W w� CD QA O z� W D T n CDo mpDo � o p C i°n Ak, : [d -3-77S A(3 17556