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S-392128
NW 20-23-05/SW 20-23-05 N Ld Q Z LIJ J Li 0 (\1 0 M U Z 0 0 w U w U n w Cn D N 0 N N 00 Lil Q 0 c� z 0 J d 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 SEE DETAIL 5, SHEET 53 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 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....�.. f. ......... ......... ......... ......... ......... ......... ......... ......... ........ E ......... ISTIN•G GRADE. AT. .... ......... ......... ......... ......... ......... ......... ......... ...... .... ..... ........ ....... ......... ......... ......... ......... ........0 OF.P.ATH.{ YR.)::.::: ..... ......... ......... ......... ... ......... ......... ......... ......... ......... ......... ......... ......... ........NEW.S.D...... 'SQ. .. ......... ... ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... :PROPOSED ......... GRADE -AT. ....... . ::::::.. ......... ::::::::: ......... ::::: t ... 4•Lf•8":HD ......... E...:..:: '6S ......... ::::::::: ......... ::::::::: ......... :::::::" .... .... �.:::::: ......... ::::::::: .. :::: 255 ::::::::: ::::::::: ::::::::: ::::::::: :::CL•OF•PATH•(TYR.): ::::::::. ::::::::: :::SE :::::... . DETAIL 6 '- HEFT . . .4.4. ... ......... ......... ..... .. ......... ......... .. 2 55 T TI ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ........ ENDINVERT ......... � ......... 55.34.... ......... ......... ......... ........ ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......N'E ......... ......... ......... SD...... ......... ......... ......... ......... ....... ......... ......... .. ......... ... ..... ......... ......... ......... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ... ... ..... ......... ......... ......... ......... ......... ......... ......... ......... 250 ::::::::: ::::::::: ::::::::: t.32: �F : $°�: fly:::: ' : ::::::::: ......... ... ..... ..... ... ......... ......... ......... ......... ......... ......... ......... .... . ....... ......... ......... ......... ......... .. ::::::: 250 ......... ......... ......... ......... ::::: :I V ..._ ....... ......... ......... ....... . ......... ......... ..... .. ......... ......... ......... ...... ......... ......... ......... ......... ......... ......... .......EN ......... ......... -IN-VERT•=2 ......... ......... j.-4-3...... ......... ......... ......... ......... ......... ......... ......... ..... ... ........ ......... ......... ......... ...... .. ...... . ... .. .. .. ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 245 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... :::::: :: ......... ......::: ......... . � ::: ... .. :::::: :: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ... 245 ......... ......... ......... ......... ......... ........ �.. . ......... ...... . ......... ......... ......... ......... ......... ......... ......... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... . ....... ....... ......... ......... ......... ......... ......... ......... ..... ... ..... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ... 240 ......... ::::::::: ......... ::::::::: ......... .... : :..: .�... �: ... ::::::::: — ... ......... ::::::::: ......... ......... ::::::::: ...... ...... ::::::::: ......... ......... ::::::::: ......... ......... ::::::::: ......... .....::N:E t38 �F ..... ... .So:::::: ......... :: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: .... : 240 8�� DBE...... .::::::. ......... ....../ . ......... ......... ......... ......... ......... ......... .... .SEE•D TAIL •6•SHEET .5.3...... ......... ........ ::::::::: :" ..::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::STAR :INVERT:=2 6.:3:3:::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ......... .::...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......EN ......... •INVERT.=2 ......... 6.88...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 235 :. :::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: 235 230 ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... 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ERT-SCA-LE: 225 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: 225 :,:��: _: �� :: 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 THUNDER HILLS CREEK SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT I LL/VVI IVV VV/ ILI\ INSTALL 34LF 8" HDPE SD & DIRECT SWALE TO THUNDER HILLS CREEK STA 23+67 7' HIGH ROCK WALL DIRECT SWALE TO THUNDER HILLS CREEK DIREC I SWALE I U 1 HUNDER HILLS CREEK EDGE OF FLOWING WATER S-392128 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.