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HomeMy WebLinkAboutS-392132NW 20-23-05 N roll PROPOSED SEWER � OFFSET AND INVERT TABLE STA: OFFSET INVERT 4+60 2.07' L — 4+ 80 2.40' L — 5+ 00 2.74' L — 5+ 20 1.45' L — 5+40 0.62' L — 5+60 0.28' L — 5+ 80 0.06' R — 6+00 0.39' R — 6+20 0.73' R — 6+40 0.67' R — 6+60 0.46' R — 6+70.24 0.49' R 138.68' 6+80 0.26' R — 7+ 00 0.05' R — 7+ 17.84 0.15' L 144.01 ' 7+ 20 0.43' L — 7+ 40 1.89' L — 7+60 3.35' L — 7+ 80 4.57' L — 8+ 00 3.02' L — 8+20 1 1.88' 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 145 100 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 145 165 6+40 NEW HDPE r- — PUGET SOUND ENERGY 9070 M 2 C/) \ O 165 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ::::::::EXISTING GRADE AT ...::: ......... ......... ......... ......... ......... ......... ........CL OF PATH (TYP.) .. ... ......... ......... ......... ......... ......... ......... 55 PROPOSED GRADE AT : ....... . ......... ......... ......... ......... ......... ......::: 155 CL OF PATH (TYP.). ........ ......... ......... ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... .. ...... .. ... ... �: :�.... .....:1:: ... ......... ......... ......... ......... ......... ......... . ......... ......... ......... ......... ....... ........ ........ .... .� .... ....... ......... ......... . .... ......... ......... ......... ......... ........ ......... ......... ... ......... ......... ......... ......... ........ ......... ...... .......p:. 145 ::.�..... ......... ......... ......... ......::: : E: P ...: ....... ......... 145 140 ......... :::soR�1 :: :..... ........ ......... ......... ......... ......:..... .... 140 .p�. p.. 4: ...... ...... ......... ......... ......... ......... ......... ......... ...... .... ....... SS... X 12" N ite::;0.. .... :::::: ......... ::::::::: ......... ::::::::: ......... ::::::::: .......;- �::.. ......1__ ....... .....E ..... AgANO....... .... 135 :: . ......... ......... ::::::::.:: ::�.... ......... ::::::::: ::::::::: 135 ... ......... ...... NoOtt):::::: kAgA ::::::::: ::::..... 400.1, SHEE 52 STD DETAIL ...... ......... .....:. 0� SS 12 ......... ......... ......... STA.::::.:. '7+'80. :... L: :::::... :: :::::::: ::::::::: ::::::::: ::::::::: ..... 3,'=5�.78L ......... ......... ......... ......... ......... RI-M= : 1.52.68±. . 1 30 .... :: ......... ......... ......... ......... ......... ......... I:E:-T^T :14:6:42 :s ::: 130 ........ ......... ......... ......... ......... ......... ......... ......... ......... 125 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 125 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 120 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ........ VERT SCALE: 1 „ - 5' 120 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 NEW HDPE 1011 / WOODCLIFFE APTS. EX SDMH LID ED RIM= 152.17 —PROPOSED CITY OF REN TON SEWER AND ACCESS EASEMENT (TYP) EX CENTER OF 7' 0 STRUCTURE THUNDER HILLS CREEK EX EXPOSED TOP OF STRUCTURE NEW SSMH 02 NEW SSMH 01. _� 1� \\`� \\ • • \ \�C ���� — M �. CHgNNEL 12" D► I O ABAND I /+ f 2 EX SDI IE 16"CMP SE= 100.94 INLET NOT LOCATED Stantec 1687 114TH Avenue SE, Suite 100 Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com go 8+00 RECONNECT ��—ii��i EXISTING CITY OF RENTON 20 SS EXISTING -���=i � , �/ � SEWER AND ACCESS EASEMENT (TYP) ........ To,P. 5LF 8" PVC 1-8" COUPLING EX SSMH2730 RIM= 153.00 BERKSHIRE APTS. IE NE= 144.4 IE SW= 144.5 SCALE 20 0 20 40 (FEET) 1 INCH = 20 FT S-392132 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 MM