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HomeMy WebLinkAboutS-392137NW 20-23-05/SW 20-23-05 N roll w Q z W J L_ Z O Cn W U W U a w PROPOSED SEWER (� OFFSET AND INVERT TABLE STA: OFFSET 24+40 4.27' R 24+60 3.35' R 24+80 1.90' R 25+00 0.33' L 25+20 1.53' L 25+40 0.39' L 25+60 1.39' L WET BFR EXISTING THUNDER HILLS SEWER INTERCEPTOR EXISTING THUNDER HILLS SEWER INTERCEPTOR (CIPP) EXISTING THUNDER HILLS SEWER INTERCEPTOR (ABANDON) PROPOSED LOCATIONS OF GRAVITY WALL OR ROCKERY PROPOSED LOCATIONS OF PARALLEL SEWER PIPE PROPOSED LOCATION OF IMPROVED GRAVEL ROAD PROPOSED LOCATION OF IMPROVED PAVED AREAS WETLAND BUFFER BOUNDARY Stantec 1687 114TH Avenue SE, Suite 100 Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com 265 265 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....�.. l . ......... ......... ......... ......... ........ 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SW ......... ......... ......::: ......... ......... ......... ......... ......... 230 ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... z.. m. cn.w...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ERT •SCALE: 225 ......... ......... ......... ......... ......... ..... ::: ........ ......... ......... ......... ......... ......... ......... ......... ......... ::::::::: 225 :,:��: _: 5f :: 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 2 co C) N N Q ; W I 20 0 20 40 (FEET) 1 INCH = 20 FT CIPP REHAB PROPOSED CITY OF RENTON SEWER AND ACCESS EASEMENT (TYP) EX 6' HIGH CHAIN LINK FENCE (TURNS AND CONTINUES NORTH FROM n I1A/ rn In nnln rAC` rnnnA C`r rnln\ It 5E= :2 5Y.0 / IE SW (SERVICE)= 239.67 NEW HDPE 1 - c-TnrnnA r EX SDI IE 12"ADS SW= 252.71 INLET NOT LOCATED S-392137 KEY MAP Stantec was not present on site during construction. These record drawings are a compilation of a copy of the sealed engineering drawings for this project, as modified by information furnished by the as -built survey on the project. The information shown on the record drawings that was provided by the City Utilities Dept. inspector cannot be verified for accuracy or completeness. The original sealed drawings are on file at the offices of the City of Renton. RECORD DRAWING AMOM UY DATE