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HomeMy WebLinkAboutS-392134NW 20-23-05 N roll w Q z W J Li U W U d W Cn PROPOSED SEWER (� OFFSET AND INVERT TABLE STA: OFFSET 11 + 80 3.46' R 12+00 1.82' R 12+20 3.03' L 13+60 2.11' R 13+80 0.67' R 14+ 00 0.19' L 14+20 0.46' L 14+ 40 0.14' L 14+60 06' R 14+ 80 —0. 0.29' L 15+ 00 0.00' L/R 15+20 0,41' L 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 WET BFR WETLAND BUFFER BOUNDARY 185 185 200 ......... ......... ...PROPOSED . GRADE.. . AT CL OF PATH :: ... ....i........ END OF NEW I ......... I......... :: EXISTING GRADE ::::::: ....... ::::::::: ......... : : ......... ......... . . .(TYP.) :: ::: GRADING ......... ...... : AT CL OF PATH .. ...... ......... . ........ ::::::.EXISTIN( :::::::: ::::::: ::::::::: :::::::: :::::: :: ::::::::: :::::::::.........::TO BE I 180 :::::: ::::::: ::::::::: ::::::::: ::::::.:: ::::::::: ::::::::: ::::::::: 180 195 ::::::::: ::: 175 ..... . ...:.................................................................. . ......... ......... ......... ......... ......... ......... ......... 175 190 ......... ........... ... ....... ....... ....... . . . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... .... ......... ... ... ... 170 ....... ....................................................... . ......... ......... ......... ......... ......... ......... QN. ..... .... .. 170 185 ......... ............ ... EX'pgptADON� W: SSMH : 0 :48." b ::::: ::::::::: ::::::::: . 1 c� 1. .. ....... ...... :: . :: : : :..: b : DETAIL :4 Q.1,: SHLET . 2 ........ ....... �2 �\:. .:. ......... ...... .. .... .. . 5 ::..::. : ...::..:: ::.::.... ......... ....�.�. .. ...... ......... ..... . 165 180 . . . : ....... . RIM=!45.Q6=: I.E=�0� -1 7:7:.5'2+: : :: 5:2.2..SE... ......... ......... ... .... .. ... ......... ......... ......... ......... Lr- ...... ..... 0. .. ... REP[ IE =.. -9--PJW 1.55.1.2 .N.W . . ......... ......... .... 2„P ....... ....... . . ......... ......... ......... ......... .... :.:. ......... ..... ......... ......... ......... ......... .....� �. .....,�,.Q. . QCf 160 ::::::: ::::::::: ::::::::: ::: :.::: ::::::::: ::::::::: ::::::::: ::::: �' w , 160 175 :: : : 1P5).05.51 . ... ......... Q. o . ' EX. ....... . NpPE..... ... ..... ......... ......... ......... ........ 155 ......... ......... ......... ......... ......... ......... ......... 155 170 :::: ::: .... ......... ......... ......... ......... ......... ......... ......... ... �... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... ...Q... ...L,n... ... ... ......... ......... ......... ......... ......... ......... ........ VERT SCALE: :::� C::: ... 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+40 w 13+60 cn M Stantec 1687 114TH Avenue SE, Suite 100 Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com NEW HDPE EXISTING — EXPOSED 16"CMP EXISTING CENTER OF 5' 0 STRUCTURE EXISTING SDMH CIPP REHAB WOODCLIFFE APTS. 9112 -0 —CIPP REHAB —PROPOSED CITY OF NEW STORM DRAIN RENTON 20' SEWER AND SEE EXISTING ACCESS ACCESS EASEMENT (TYP) FIMPROVEMENTS SHEETS EXISTING SWALE 12" SS PJPE REPAIR Z �-A ABANDON) cp EX CB RIM= 178.50 / CAP & ABANDON EXISTING SS NEW SSMH 04 C� SCALE 20 0 20 40 (FEET) 1 INCH = 20 FT V J PM EXISTING CITY OF RENTON 20' SEWER AND ACCESS EASEMENT (TYP) ')SCo 200 195 190 185 175 170 -- 165 15+20 NEW HDPE PUGET SOUND ENERGY 9012 RECONNECT EX 8" SS FROM THE EAST INTO NEW SSMH 05 REMOVE EX. SSMH 2310 0 REPLACE WITH NEW SSMH 05 APPROX LOCATION \ CY) \ \ OF EXISTING 20" . GAS MAIN SEE \` NOTE THIS SHEET_\ \ CNI 10" Di (:7 4�� _ 15+00 q \ \ J �\ J ZZ PLUG AND ABANDON J \ V EX. 10" SS W/ ~ CONCRETE PLUG BERKSHIRE APTS. 9010 PUGET SOUND ENERGY _ ....�... _ APPROXIMATE LOCATION OF EXISTING SS. CONTRACTOR TO THUND R VERY LOCATION AND NOTIFY HILLS CREEK ENGINEER OF ANY DISCREPANCIES. f-- —_ __ NOTE: CONTRACTOR IS REQUIRED TO CONTACT OLYMPIC PIPELINE ((425)-981-2575) MIN 48 HOURS PRIOR TO WORK IN THE PROXIMITY OF GAS LINE S-392134 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.