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HomeMy WebLinkAboutS-392135NW 20-23-05 N U W U d W Cn PROPOSED SEWER q OFFSET AND INVERT TABLE S TA: OFFSET 15+20 0.41' L 15+ 40 1.53' L 15+60 1.77' L 15+ 80 0.39' R 16+00 1.77' R 16+20 0.92' R 16+40 2.02' R EXISTING THUNDER HILLS SEWER INTERCEPTOR EXISTING THUNDER HILLS SEWER INTERCEPTOR (CIPP) 215 215 210 ......... ......... ......... ......... :::FX'PO " ;P ::::::..0 OPOSED... •OF•PATH• ......... :.210 ......... ......... ......... ......... ......... ......... ......... ......... ......::: 210 YP........ ......... ......... ......... ......... . ... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....�.. ......... ......... ......... ......... .. EX-COMM ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... �... ......... ......... ......... ......... ..'.E.X. 1'-W...... ....... XI•S•TING•GR DE. A:T..... ......... ......... ......... ......... ......... ......... .....::.1 '........ ......... ......... ......... .FIBER.... ... ... ..... ...... -L-OF-PATH (TYP:)..... ......... ......... ......... ......... ......... ......... ... .:.. ......... 2 05 ......... ......... ......... ...BDN)::: :: ::: .. :. ...... ..... ... ......... ......... ......... ......... ......... ......... ::::: _ : ...... ... - ....... ......... :: 205 y. .... .... ... ......... ......... ......... ......... �.�.. ..... �. . � ......... ..... ........ ..... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�� ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 ......... .: y ... ......... ......: ...... ......... :........ :-:.r-- : ...... ......... ......... ......... ........: ...... �pP� ::: :: . :: .... ........ . :: 200 ... .::: C ......... NTR•ACTOR• •T ......... • CORE• DRI•L ......... • .......K G:AND:ABA DON :::::: . ....... ......... ......... ......... ......... ......::: :":�: • • • • • • :::::::: ::::::::: :EAST:AN -WEST-PIPE CONNECTION :::..:':. ......... .....1.... . ...... . ....... ......... ......... ......... ......... ......::E ..:: .. ......... ......... ......... ........' ......... ' • TO •SSMH ......... IN' THE •FIEL' ......... .' " " " ....... " ......... " " -CONCRETE. ......... PLUG • • • ......... . ....... ......... ......... ......... ..... ........ ......... ......... ......... ......... .INSTAL•L•I T•ERN•A•L•DRO ........ ....... ......... ..... . ....... ......... ....... . ......... ......... ......... ......... 195 ......... ONNECTI.OINS PER. CITY. 0 ......... ......... ......... ......... . ....... ......... RENTON STANDARD ....NO.40 LAN' ......: ::::::\ ::... ......... ......... ......... ......... ......... ......... ......... ......... •2••SHEE:T:5 SS..... ,� :NaP.. ......... " ......... ......... ......... .... �p8:... �F �2 p� :S% ......... :NEW:S$N1H 07,: 48" :: ........ :....... . ......... ......... ......... ......... ......... ......... ......... 190 ......... ......... ...... :: AB�No°�'� :..... 5��.. :. ......... :4:00.1:, : SHE T::5.2...... ......... ......... ......... ......... ......... ......... ......... 190 . STD :D:E:TAI ......... ........ :10"... ......... ......... .RIM= 6.......'... ......... ......... ......... ......... ......... ......... ......... ......... � ......... — S_0.0258. .. ...... . .... ......... ......... .IErT94A _•201•.22.. 93.92.SE.. ........ ......... ......... ......... ......... ......... ......... ......... ......... .. �1;HDPE;@ ......... ......... ......... ......... ......... ......... ......... .1.2,> . IPS. O . IE=,� 9 93..8.2. N.. . ......... .. ......... .... ...... .. NEW:SSMH: 6:,:60.o: .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... Q 185 5 . ......... ......... ......... ......... 00:1.,.SHEE.T 52....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 1 85 ST.D.DETAI.L ......... ......... ......... ......... ......... RIMS;... •205.18... .....'.... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... IE-189.95. 1 6.11 •W •(INT R•NAL• ORO•P ON•N•EC•TION) ......... ......... ......... ......... ......... ......... ......... ........ . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... IE=19552• 1 ......... 7.37• E • (•INT ......... RNAL• -DR-OP ......... C•ONNE•CTJON ......... CONTRA ......... T•OR• •TO• VERIFY. ......... I•E• • • • • • ......... ......... ......... ......... ......... ......... ......... • • • • • • • ......... . 180 ......... ::::::::: ......... ......... ......... ......... ......... ......... ....... .........IE=1-- 1. S. 7.48:N.... ......... ......... ......... ......... ....... . ......... ......... ::::::::: ERT•SCALE, 1 8O :,:":_:5�:: 1 IE= 1 7.48 N 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 -90 NEW HDPF_ 0+83. \�. EXISTING THUNDER HILLS SEWER INTERCEPTOR r (ABANDON) PROPOSED LOCATIONS OF GRAVITY WALL OR ROCKERY co PROPOSED LOCATIONS OF W PARALLEL SEWER PIPE z PROPOSED LOCATION OF J IMPROVED GRAVEL ROAD PROPOSED LOCATION OF C / IMPROVED PAVED AREAS WET BFR WETLAND BUFFER BOUNDARY Stantec 1687 114TH Avenue SE, Suite 100 Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com rUUL I JUUINU ENERGY e SCALE PUGET SOUND � / ENERGY \� � � EX SSMH 2706 RIM= 201.05 IE NE= 191.65 IE SW= 191.45 20 0 20 40 (FEET) 1 INCH = 20 FT 2"ADS 0000 EAGLE RIDGE ESTATES i PLUG AND ABANDON �X, 10" SS W/ CONCRETE PLUG CIPP REHAB PROPOSED CITY OF RENTON SEWER AND ACCESS EASEMENT (TYP) THUNDER HILLS CREEK O CO S-392135 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 AP 40M BY DAZE