Loading...
HomeMy WebLinkAboutWWP2703363.6C'7 CM r II V J W W (Wn lJ J Q z _ W 0 W' O _ - n O - 00 IT — COL W MON. NORTHING 184316.47 EASTING 1313335.33 STA. 20+52.42 NORTHING 184316.47 EASTING 1313335.25 Z ' (� o v, U Lu IE429. �? 30"CONC / Z —EXIST. 8" W (WD #90) 71 �- _— - - - 431- - �434 —434 - -- ---- --- —432— DITCH L---- - - -- - - --- - - ---- -433- -- — N UVALL AVE. NE #928 CHELAN AVE. NE TLI 102305-9440 STA. 20 "MH *01115 432- +500 '_FE 16" DI, CL. 52 W/POLYWR -- - — - - NOTE: BORING 2, (LOCATED STA 20+05) WHICH JUST TAPPED BELOW THE TILL INTO THE UNDERLYING OUTWASH AT APPROX DEPTH 20.5' ENCOUNTERED GAS WHICH MAY HAVE BEEN METHANE TRAPPED IN THE OUTWASH. THIS WILL NOT LIKELY IMPACT CONSTRUCTION DUE TO THE THICKNESS OF LOW PERMEABLE SOILS CAPPING THE OUTWASH. CONTRACTOR SHOULD MONITOR FOR POTENTIAL PRESENCE OF GAS IN THE TRENCH EXCAVATION AT THE TIME OF CONSTRUCTION. Y Q 11811-139th AVE SE U O U TL# 143765-0250 TRACT C OL 8"DEC \ E�EC� 50"DEC �0 NOT SHOWN ON PSE MAP PEP LOCATE PAINT o cV 21 +00 C] 4' FENCES STA. 20+87, RT. 22' 16" GATE VALVE (MJxMJ) #11634-137th AVE. SE TL# 102305-9106 6' FENCE - OHL, WE V l W IW EXIST. 8" W (WD #90) ANY NON —PAVED AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER (TYP) S-336306 Q 18+00 19+00 20+00 21 +00 22+00 23+00 ................................................................................................................................................................................................... ....... .......... 440 . .......... .......................................................... ......... 435 STA- 20+56.96 RT 10.85' INSTALL ' NEW : 48 MH .... . ' RIM 432.30' " IE 12"(S) 420.20' " 1E 12"(N) 420.25' 420: ..... ............. ......................396 LF of.12-' PVC-® 0.54X................................................................................................... 189 LF of 12" PVC ® 0.54x A S- BUILT INFORMA TION BASED UPON FIELD SURVEY PERFORMED MAY 1, 2008 BY PLS, INC. I EXPIRES 8 21 09 1 AS -BOIL T DRA WINGS NO. I REVISION SURVEYED: DESIGNED: MAB DRAWN: MAB q MAB l 0-08 CHECKED: JDH BY DATE APPR APPROVED: DMC SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL NAD 1983/1991 JA' U w CITY OF RENTON Planning/Building/Public Works Dept :STA 22:F50 MY: 101 STA 22+50.07 RT 11.56' 440 INSTALL NEW 48' MH RIM 430.55" IE '' IE 12"(S) 419.13' fE " 4ig IE 12"(N) 419.18' 435 420 DUVALL AVENUE SEWER MAIN DUVALL AVENUE NE NE 8TH STREET TO NE 10TH STREET P 08-14-07 FIELDBOOK: PAGE: DRAWING NO: S-3363 SHEETOF 1F1 S1 1313613