No preview available
HomeMy WebLinkAboutTED4003775.58A 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 Fe I a� J Q W W SEE SHEET SP-03 1 " WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) 395 0 375 370 1 +00 Cat 2 WCw kk Days B0 1 You D� 811 U111111ss thicim V coW L,ocafon Cw*w aIDNT,ND,OR,WN ROAD A TRACT B 2+00 ®CONSULTING ENGINEERS llC suft � """�" "' 1. 1 ♦ 14v1 re dm Way. WA SO= FOKW NW is 600-013 www.esmcivii.com aoa„ up -am a�s�wo ueaws C" Enp _ing lm,d swvghq Land Pbmirq ubli,b�, Pc ,,1 Pro}et M-9--m �. .Arctlitactum ESM JOB # 1799-001-013 ?25. SAW � STA. LT 1-8"x6" TEE (FLxFL) 1-6" GATE VALVE (FLxMJ)/ 1-CONCRETE BLOCKING 1 " IRRIGATION METER STA. 4 06 4 1, LT 1*97.06. 4.02' 1-22 1 /2" BEND (MJxMJ) '1- CONCRETE BLOCKING , STA. 4 1 LT 1 +86.29, 4.88' 1-22 1 /2' BEND (MJxMJ) 1-CONCRETE BLOCKING STA. L , I . ' LT 1 +77.35, 4.56' 1-22 1 /7 BEND (MJxMJ) 1-CONCRETE BLOCKING 395 / 375 370 2+60 0 FIRST SUBMITTAL 1 SECOND SUBMITT 2 THIRD SUBMITTAL 3 FINAL SUBMITTAL 4 Unm SUBMITTAL Ell 405 395 390 375 3+03.52. 4.36' STA. ' LT. 1-8" END CAP (MJ) W/2" BLOW OFF ASS'Y 1-CONCRETE BLOCKING I 1 IRRIGATION METER 10 9 8 5 7 6 I I9 137.5 1" WATER METER SERVICE. +39-L.F., ARMOUR CAST 12x24x18 e W 8"0 D. 1. W.M. WITH 2" A.R.M. HOLE (TYP.)�- I �-- Q I ' ZW -•---- ---- I Li /Q W I .. •- _:.: W _ STA. 3+00.00, TRACT D END ROAD IMPROVEMENTS I I CL INT'X STA 4+34.79, TRACT D STA. 14+54.95, WHITMAN CT NE I ► I � � 0: I I SEE SHEET WA-01 TRACT D ► c4 a`no 6 K) cow cfl � a`no 004O to to cD � a�0 n K) R cow a�0 ^ r ^ co n 0�0 ^ 0^0 onD CL INT'X ND ROAD IMPROVEMENTS STA. 4+ 16.29, TRACT D STA. STA. 3+00.00, TRACT D. +00.0 = STA 14+54.95, WHITMAN CT NE ELEPROPOSED GRADE i EXISTING GRADE ® A 1.509 _ EX. 8"4 W.M 8"0 W.M. - j_ � s i EX. 15"0 S _-/ _ I _ f { 1 1 tt I 4 � P t F f 2+80 3+00 REVISION ESM s wavm ESM 2614om _ l� ESM ESM MDATE nmaw am ESM aeaa� BY APPR �Pweorm 4+00 395 14+51.84. 6.19' STA. ' LT. 1-8" TEE (FLxFL) 3-8" GATE VALVES (FLxW) 1-CONCRETE BLOCKING CONNECT TO EX. 8" W.M. CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE DETAIL ON SHEET WA SCALE: '20 H°RI2. 1 . =5' VERT. AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN 380 HEREON IS BASED UPON A FIELD SURVEY BY ME OR UNDER MY DIRECT ZSUPE IN ER, 2015 7. 375 MAN SON, L.S. NO. 22338 DATE. 370 4+80 R=377558 20 10 0 20 40 KEY MAP W=3775 10 SCAM VIRIICAL Idwo ISO REN TON DATUM Planning/Building/Public Works Dept. F NOT awe MG, SCKI P000eogwr Ab, , J-3-771�00 oZ N Z 0.' 0 fip fg 1 E���SO�i mEs 12--15-2017 CHECKED FOR COMPLIANCE TO CITY STANDARDS WHITMAN COURT WATER PLAN AND PROFILE PERMIT #U14003820 r�, 77 5 o: 01/13/2011 nEUXDM-. PM oiwN�c No: WA-04 s fT: N ov:40 -0 2 o m Cc� z coo C n f -❑ - -0 n m . S co z m z m Do m OO r. W `^ x bq � a CDz � N ono W ®1 i cn T C7 mo o > amn