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HomeMy WebLinkAboutS-392125NW 20-23-05 205 205 N U W U d W 0 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 EDGE OF FLOWING WATER CITY OF RENTON SEWER AND ACCESS EASEMENT (TYP) WOODCLIFFE APTS. 9112 STA 13+39 END OF 5' HIGH ROCK WALL TRANSITION TO EXISTING GRADE ......... • . • • • • •CO ......... TRACTOR..TO ......... CORE• DRILL ......... EAST :PIPE ............ ......... ......... ......... ......... ......... ......... ......... ......... ........ . . . .CONNEC ION ' TO 'SSM 'IN ' THE 'FIE D. ' IN'S'TALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INTERNAL DROP CO NECTIONS P R - CITY- OF . . . . . . . . . PROPOSED GRADE AT . 200 REN.TON. S ANDARD • PIL N • NO '402.2 •S•H.EET. 52 • • • • • • • • • CL OF PATH (TYP.) ......... ZOO ......... ......... ......... ......... ......... ......... .._...•... ......... ........ ........ ....... .. ......... ..... EXISTING GRADE ......... AT....... ......... ......... ......... .......EXISTING ......... CLEAN ......... OUT ...... ......... ......... ........ ....... ..... CL OF PATH (TYP.) ......... ....... ....... ....... ........ .... ... .......TO ......... BE REMOVED ...... ........ ......... ......... ....... ........ ... ..... ......... ......... ......... ......... ......... .� ..... ........ 5 ..... ... ......... ......... ......... ........ ........ ......... ......... .. ...... ......... ....... . ....�... ......... ......... 5 .... ... ......... ......... ........ .27�LF-8"-HDPE....... ......... ......... ..... . ........ ....... ......... ::::�: . .... .... ......... ......... ......... ......... ......... ........ -0.0320 TT/FT...... .... . .... .... ........ :STAP'T' INVERT. T:1$3150 .... :: :::... . ......... ......... ........ . 190 :::: .... ........ ..N.D. 1NVER -1:8.2..62 :: :::: .. /::: ......... ......... ......... 190 ......... ......... ......... ..... ... ......... ......... ......... ......... ......... ... .... ....... ..... . ...�... ......... ......... ......... ......... ......... 185 ......... ::.. .... ......... ........ .... .. :. y....... ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: 185 ... .... ... .. ........ .... .... . ......... ......... ......... ......... ......... ......... ......... ....... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 180 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 180 175 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 175 170 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 170 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... VERT SC5LE: 1 65 ......... ......... ......... ......... ......... ......... ......... ..... „_ , 1 65 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 EDGE OF EXISTING PATH STA 13+51 END OF 5' HIGH ROCK WALL TRANSITION TO EXISTING GRADE REMAINS OF EXISTING GABION / ;.3B WALL Z m - fnp- 00 -/� % �.A L SCALE 20 0 20 40 (FEET) 1 INCH = 20 FT EXISTING ASPHALT EDGE EX. 20' CITY OF RENTON SEWER AND ACCESS EASEMENT (TYP) Ift a f 00 04 'Sco —INSTALL 27LF 8" HDPE SD & PUGET SOUND DIRECT SWALE TO THUNDER ENERGY HILLS CREEK E STA 13+77 IMPROVED 12' WIDE GRAVEL END OF 6' HIGH ROCK MAINTENANCE PATH WALL TRANSITION TO SEE DETAIL 4, SHEET 53 EXISTING GRADE STA 14+17 — — END OF 6' HIGH ROCK WALL TRANSITION TO \� SWALE EXISTING GRADE ,\ \k \ VV J14+00 O NNE,L, EDGE OF / FLOWING WATER - REMAINS - REMAINS OF OF EXISTING EXISTING GABION WALL GABION WALL EXISTING / EXISTING ROCKERY CONCRETE / EDGE 9113 EAST EDGE OF BERKSHIRE APTS. BUILDING THUNDER HILLS CREEK EDGE OF FLOWING WATER 9010 PUGET SOUND ENERGY S-392125 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