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HomeMy WebLinkAboutW-377505w L � r z U 0 w 0 0 Ua Q m o ,' d, W w 2 cn LD - w SEE SHEET SP -03 - 15 LF., 8 "0 D.I. W.M.J' 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) 405 400 395 390 385 380 375 370 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 .... z 2 _ STA. 2 +00.42, 5.45' LT \ 1 -8 "x6" TEE (FLxFL) 1 -6" GATE VALVE (FLxMJ)/ 1- CONCRETE BLOCKING 1" IRRIGATION METER 1 -22 11T BEND (MJxMJ) )1- CONCRETE BLOCKING / STA. 1+85.76, 5.07' LT 1 -22 112' BEND (MJxMJ) 1- CONCRETE BLOCKING G,.. 'A. 1 +75.89, 4.81' LT -22 112' BEND (MJxMJ) - CONCRETE BLOCKING TRACT B END ROAD IMPROVEMENTS ELEV: 387.5Q3 STA. 2+C4.84, TRACT X00, A 5 -- - STA. 1 87. 0, TRACT B iB lI - - -- EXISTI G GRADE ®, � 0.00, ROAD I STA. 51 +00.00, PROPOSED GRADE 0 / 1 +00 Call 2 Wari ft Days Before You N Dm.. 811L 1 per W,MIr,ND,OI%WA ) STA. 3 +03 +00', 5.00' LT. 1 -8" END CAP (MJ) W /2" BLOW OFF ASS'Y 1- CONCRETE BLOCKING 405 2 +00 400 400 395 CONSULTIMG ENGINEERS L[L C ® 3 00 Sth Avenue South P ( 10 10 I 385 saa,n5 380 Federal Way. WA ee003 375 naeea r 1 www.esmcivil.com m " ""a a l enan «nnB uea R„em waw I P�ioPCl cB.l"mn I Land mlca"'Mlnt «wne ESM JOB #1799- 001 -013 STA. 3 +03 +00', 5.00' LT. 1 -8" END CAP (MJ) W /2" BLOW OFF ASS'Y 1- CONCRETE BLOCKING 405 405 400 400 395 395 390 390 385 385 380 380 375 375 370 370 2 +80 2 TMW 9 aAffA 7 BINL sue MUL 4 YYIAR SIMWM NO. N_mTm . 111 STA. 14 +50.08', 6.14' LT. 1 -8" TEE (FLxFL) 3 -8" GATE VALVES (FLxMJ) 1- CONCRETE BLOCKING CONNECT TO EX. 8" W.M. -! CONTRACTOR TO VERIFY SIZE, Y- I Ilal I �I DEPTH AND LOCATION PRIOR 1" IRRIGATION METER w I I TO CONSTRUCTION AND I l I i I NOTIFY ENGINEER OF ANY Irl t- DISCREPANCIES. SEE DETAIL 10 9 8 7 I 6 I 5 I hl I I'I II i� ON SHEET WA -05 SCALE: 1 "� �Z. 1" WATER METER SERVICE. 138 LF., ARMOUR CAST 12x24x18 `^ 'w -8"0 D.I. W.M. WITH 2" A.R.M. HOLE (TYP.) I I l I I I Z'C> 20 10 0 0 40 ..i.. ...� ' �.... Z W I eczz 6•. I - - STA. 3 +00.00, TRACT D \ END ROAD IMPROVEMENTS STAI 4 +34.79, TRACT D \ I II l l = �l STA. 14 +54.95, WHITMAN CT NE Ifii� ill O_ o� II SEE SHEET WA -01 TRACT D END ROAD MPROVEMENTS CL IN END I� STA. 3 +00.100, TRACT D S7A. 4 +16.29,1 TRACT D ELEV: 386.27 _ 5 ELE(!:_388.01 -- -- - ®� - 14 .95, WHITM N CT NE A + PROPOSED GRADE 3 +00 405 400 395 390 385 380 375 370 1 , �i I� , `7 1 i l i KEY MAP W- 371505 �CHECKED FOR COMPLIANCE TO CITY STANDARDS t wcdy cwfi% IL/12-114 4 +00 4 +80 T.��. XOd2�"OXk NwI9W /I /1881 �� CITY OF WHITMAN COURT RENTON WATER PLAN AND PROFILE .* N Planning/Building/Public Works Dept. PERMIT #U14003820 IF NpT OHE $CV£ IAXFRN IXY CP\ Uv • 7 / /JV� WA -04 �I M M END ROAD MPROVEMENTS CL IN END I� STA. 3 +00.100, TRACT D S7A. 4 +16.29,1 TRACT D ELEV: 386.27 _ 5 ELE(!:_388.01 -- -- - ®� - 14 .95, WHITM N CT NE A + PROPOSED GRADE 3 +00 405 400 395 390 385 380 375 370 1 , �i I� , `7 1 i l i KEY MAP W- 371505 �CHECKED FOR COMPLIANCE TO CITY STANDARDS t wcdy cwfi% IL/12-114 4 +00 4 +80 T.��. XOd2�"OXk NwI9W /I /1881 �� CITY OF WHITMAN COURT RENTON WATER PLAN AND PROFILE .* N Planning/Building/Public Works Dept. PERMIT #U14003820 IF NpT OHE $CV£ IAXFRN IXY CP\ Uv • 7 / /JV� WA -04