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HomeMy WebLinkAboutTED4003775.57W 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 13+67.37, 6.39' STA. 12+27.24', 4.88' LT. STA. ' LT. 1-8%8" TEE (FLxFL) 1-8"x8" TEE (FLxFL) 2-8" GATE VALVES (FLxMJ) 3-8" GATE VALVES (FLxMJ) EX. 8=G.V. 1-8" ADAPTOR (FLxMJ) 1-CONCRETE BLOCKING CL INT'X CL INT'X "k 1-CONCRETE BLOCKING CONNECT TO EX. 8" W.M. STA 13+76.32, WHITMAN CT NE STA 12+2 .14, WH MAN " =STA. 52+63.97, ROAD B STA. 5+79.36, ROAD A CONNECT TO EX. 8 W.M. CONTRACTOR TO VERIFY SIZE, CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR CL INT'X `, DEPTH AND LOCATION PRIOR TO TO CONSTRUCTION AND CUT & CAP ALL EXISTING (UNUSED) ROAD B CONSTRUCTION AND NOTIFY NOTIFY ENGINEER OF ANY WATER SERVICE LINES AT MAIN LINE (TYP.) STA 50+41.21, ; ENGINEER OF ANY DISCREPANCIES. DISCREPANCIES. t REMOVE ALL METER BOXES & METER SETTERS = STA. 5+00.00, ROAD A • SEE DETAIL. ON SHEET_ WA-05 SEE DETAIL ON SHEET WA-05 & SALVAGE TO CITY SHOPS. WHITMAN CT NE (LIMITED RESIDENTIAL ACCESS) 8" 0 W.M. (W-31 11) 12+00 I 13+0014+00 uj EX. 6"0 D.I. r i I I 3 ,-`� _ �5-L.F�8"0 D.I. W.M. Lam_-- ------ — w _ -----------_"_ 0 0 -_ _ r ______________ _ J �L .__ __._.-____..____-==---.—_.._ _f — _ .._ _...... 4.3 rC37=3 1­ 7 _. _ ___._ _._ =.._ _. _ _-.. _._._._� -fir L.F., 8"0 D.I. W.M. 5' SIDEWALK I If Z 14. 44--L.F., 8"0 D.I. W.M. I 5' SIDEWALK.. ---------------- i--to-- - - - -- ------ Q ---------...------ - - — - - - - - - - - =-- - - .. - - - - - 2+00.96. 13.5T STA_ LT 504-08.51, 9.08' STA. ' LT --.—_-I - Q o - - - -- 1-FIRE HYDRANT IASS'Y. - f- - - 1-8"x8" TEE (MJxl=t) EX. F.H. t.3 __.5_ ' -_ 2-8" GATE VALVES (FLxMJ) `� - a -46- L.F., 8"0 D.1. W.M. - 1 T 22 1 /2' BEND (MJxW) 52+44.67. 8.5T 1-CONCRETE BLOCKING 0 _ 1, TR G 1 2 I ,4 _:- _ 1—CONCRETE BLOCKING 49+91.66, 18.04' , ►•- 50+96. 4. 6.97, 51 +69.05, 6.58' STA. ' LT � -� STA. ' LT STA A 3 1 6940, & W LT 1-FIRE HYDRANT ASS'Y. ' ^ 1-8"x8" TEE (MJxFL) 1-22 1 /2' BEND (MJxMJ) TR Q 2-8" GATE VALVES (FLxMJ) 1-CONCRETE BLOCKING M o STA. ."'�-�- LT. 52+31.19, 3.70' 0 21 L.F., 8 0 D. W.M1-CONCRETE BLOCKING 1-22 1 /7 BEND (MJxW) 1-CONCRETE BLOCKING �... 48.4 _ W=� I _ .. _ _ . _,... oo --46- L.F.. 8"0D.I.W.M. 51+00 8"0 1 2' BEND MJ . 52+17.0 . 5.74, __ 0 9L.F. R _.� _. _ 4a I .. _ ..._ - 0.... W.M. 1 22 / ( xW) OAD B 1—CONCRETE BLOCKING W 39.9 .� ,...... _ W LF., _..�,.... cri N:180887.62 8"0 D.I. W.M. - L.F., 8"0 D.I. W.M. E:1311979.60 - L.F., 18.1 5 SIDEWALK TA. - 62 6 0'' '. 0' LT. 52+00.3% 4.90' —` 1-8"x6" TEE (FLxFL) 1-8" CAP (MJ) -�=- - 8"0 D.I. W.M. 1 - �` 1-6" GATE VALVE (FLxMJ) W/2" BLOW ASS'Y _ mg 8.7T 1-CONC. BLOCKING - STA. ' LT ` ' ' t f 1' IRRIGATION METER 1-CONCRETE BLOCKING STA. LT- f _ 1-8"x8" TEE (FLxFL)- f 1 CL INT'X 61F1 "MIT " 1-8"x6" TEE (FLxFL) 3-8" GATE VALVES (FLxMJ) ` '-: P , S A 51 + 9, AD TR I 1-6 GATE VALVE (FLxMJ) L] 1-CONCRETE- BLOCKING",::,!= STA. 2+18.36, TRACT B ' 1-CONCRETE BLOCKING�, 1 t H 49+90.69 16.50' 1 I i SEE SP-03 S SHE -04 ROAD A / ROAD B I" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) Xi 395 390 375 370 a0 002 �M n� .-w t\n '�'a �n dm �� o�N wo �� �p a6 t7 Go t7 r" I.7 to r7 M � tog tn. to M,� Lng tn co fh � 00 M, In CL INT'X. CL INT'X. !, STA. 50+4.1.21, ROAD B j STA. 52+63.97, ROAD B= € = STA. 5+00.00, ROAD A STA. 13+76.32, WHITMAN CT NE t ELEV: 388.35 3 ELEV: 389.51 3' MIN. COVER PROPOSED GRADE 0 EXISTING GRADE 0 (TYP-) J r F.H. ASS Y. 50+00 Cd 2 WorkkV Dar ter* Yau C" unim aw Looaioa Cwftr aD.W.W,MWA) 51 +00 EN01NEEpS LLC ®CONSULTING W14W er+ ww.r.. South I • ' �' �' sum Federal Way. WA 901=1 FTa9Ytt tow o-sf,is www.esmcivil.com Civil Enpinominq land Sunrgbq Land Plenrdrq I Public Works I Project mmm"I w Ls.decape ARN1aetum ESM JOB #1799-001-013 52+00 OF �'��••• 0 FIRST SUBMITTAL � - 1 SECOND SUBMITTAL . 2 THIRD SUBMITTAL 3 FWL SUBMITTAL 4011 4 MYLAR SUBMITTAL . c/ •�Nltl.•• N0. REVISION 400 405 395 400 390 395 385 390 375 380 370 375 52+80 ESM 7/11/14 _SURVEVIM. ESM 9 26 14 of ESM 10/29/1 L� ESM 11/20/1 t ESM112/01/141 BY I DATE I APPR KEY MAP CA in t0 s "A q* a t�M,. 0110 CD� M,� CL INT'X. STA. 5+79.36, ROAD A STA. 12+22.14, WHITMAN CT NE ELEV: 392.53 _ CL INT'X. --- - - STA. 5+00.00, ROAD A ' = STA. 50+41.21, ROAD B ELEV: 388.35 EXISTING GRADE 0 - PROPOSED -GRADE 0 Ck 3' MIN. COVER (TYP.) 80 W.M- PROPOSED S.D. ROAD A 5+00 1=so''~' • CITY OF REN TON aw lim I DATUM AT Pwt MU Planning/Building/Public Works Dept. IF NOT ONE NM SCALE 14000FON6LY SCALE: 1.=5' �z. 20 10 0 20 40 i AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY BY ME OR UNDER MY DIRECT SUPERVISI IN OCT R. 2015 MAN E. LARSON. L.S. NO. 22338 DATE: /- /¢ -/t,( 405 DTC E. q uy- 12-15-2017 �' W=377509 .2 l 375 R=377557 CHECKED FOR COMPLIANCE TO CITY STANDARDS 6+00 I WHITMAN COURT WATER PLAN AND PROFILE PERMIT #U14003620 -- cn _< r -o z r D a zm Z= ~ m a m77 c �- 7 r -- Lz co z m cn 0 D w� �x sj �z ono � i� m D "fl n m C 7m.J m 01/13/201 FIEIDNOM POM- OItYtA16 I . WA-03 Pa. ) - 3 7 oJ�-37755?