No preview available
HomeMy WebLinkAboutS-392136NW 20-23-05 N U W U d W W WET BFR 235 NEW STORM DRAIN SEE EXISTING ACCESS IMPROVEMENTS SHEETS 235 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . . .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ... :EXISTd G-GRADE-A ......... ......... ......... ......... .... ..�i... _..... _.�... .. ......... ......... 230 :....... ......... ......... ......... ......... ......... ......... ..... ::: :........ ::::::::: .0 :'::..L.OF YP* PATH.(.T... ......... :::::�:. . ::: . ... . ......:;: :SS:�CIPpi :... 230 .. .... -.,. ......... ......... ......... ......... ......... ......... ......... ......... CL OF •PATH• TYP... ...... ........ ......... ......... .. 1... E::: . . .... .... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... i L :: ......... ......... ......... ......... ......... ......... 225 :....... ......... ......... ......... ......... ......... ......... ......... ......... . ...... ......... ......... ......... :: :::: .... .... ......... ......... ......... 225 ......... ......... ......... ......... ......... ......... ......... ......... ..r\.�... ......... ......... ......... ... .. ....... .... .... ......... ......... ......... . .. ...... 9? ......... ......... ......... ......... ......... ..... i . ......... ......... ......... .. .. . ........ ......... ......... ......... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ... ..... ......... ......... ......... . .... . ......... ........ ......... ......... ......... ......... .... .. ......... ......... ......... . . ......... ......... ......... ......... ......... ......... ......... ..... ......1:- RM' i-(ADJ:::. :.I[ H :. ......... ......... ......... ......... , ..... ......... ......... :::...... " ...:::: ......... ......... ......... ......... ......... :......- II 7-45'NE:(5E VICE)::::: ::::::::: 215 ......... ......... ......... ......... ......... ......... .....E=2.26:65 5:::: ::::::::: ::::::::: 21 5 ......... ......... ......... ...... ....... ....�... ...... ......... ......... ......... ......... ......... .... :'::. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .....IE=:226'.65'SW... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... .. ......... ......... ................... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ... ..... ........ ......... ......... ......... ......... ....... . .. ... .. ..... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..V.S5.. ....... ......... ........0 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .........1d.Q.. ......�X: ... ... ....... ......... ......... ......... ........F- .........< �::...... _ ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... .... .. .. ... ....... ......... ......... ......... ......... ........v ........0 E........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 205 ......... ........: : ' ::.::: ......... ::::::::: ......... ::::::::: ......... ::::::::: .........i :::::::: z........ w Q :::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: 205 . .. ..... ......... ......... ......... ......... ......... ......... ......... ......... ........Ch ........� Z Q W ...... ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... a- ........ <0 = <. . . � ...... . . . . . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . ......... . . . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . . . ..... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......::: ::::::::: ERT-SCA-LE: 200 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 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 PROPOSED CITY OF RENTON SEWER AND ACCESS EASEMENT E(TYP) �\ EX SDI \ IE 12"CONC N= 208.12 INLET NOT LOCATED SCALE 20 0 20 40 (FEET) I INCH = 20 FT 1_ L CIPP REHAB I rV C`C`A AI I n 7 r 7 TOP SW= 231.65 S-392136 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 DAM