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HomeMy WebLinkAboutR-38832900 25 -- - - - - - - - - - - - - - - --- - - - 50 LF:12" SD @ 1.0% 20 34 LF 12 SD @ i.o%' ..................... ........................ ........ ; ................ .......... .. . .. ............................. fl8--LF12»--SD--@--j-j0% El TSD#FIO,CBTYP 15 SD#F9, CB TYPE I ..................... RIM=22-.65 ........ ........................ ............... ..... ... LSD#F8, CB TYPE I ................... ........................ .................... ............... IE=19.68 12"(OUT)SW RIM=21.75 IE=19.18 12"(IN)NE IE=18.83 12"(IN)E IE=19.18 12"(OUT)W IE=18.83 12"(OUT)W 10 EXISTING GRADE ........................ ........................ .. .................. .................. --------------------- 113 LF 12" SD @ 1.07. "LSD"#"F'7','C'B" TYPE I RIM=21.57 IE=17.65 12"(!N)E IE=18.15 6"(IN)N [E=.! 7-.55.12"(00T)W STORM PROFILEf SD#F 10 to SD#F5 SCALE: 1"=5'V. I"=20'H LSD#FS, CB TYPE 11 - 48" EROP068DSSEWER RIM=21 w 10 -,-=0.43 ................... ..................... ........................ ........................ ........................ .......... .................. ...................... ............. ... .... ................... ........ ...... I E= 15.25 12"(OUT)W SD#F3, CB TYPE 11 - 48" -SD#F4, CB TYPE 11 - 48" RIM=22.68 RIM=21.17 IE=12.99 18'(IN)SE IE=16.40 12"(IN)W IE=17.63 6"(IN)E 5 IE=14.23 12"(IN)E IE=12.99 187(OUT)N ................... ........................ ........................ ........................ ........................ ............ ........................ ........................ ...................... ........ ........................ ........ ...... E ... 1'3.73 ''1 8'(OUT)NW" 0 ................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........ STORM PROFILE: SD#F5 to SD#Z5 SCALE: I "=5' V. 1 "=20':: H ................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ .......... ........ .............. ........ 000 1+00 240 AT...................... SD#P 2, CB TYPE 11 .48" RIM=.23.88 IE=12.21 18"(IN)S IE=20.42 6"(IN)E 'IE=47.'63 -6"'(1N)W ...... IE=12.21 18"(OUT)N 3-00 ....................... SD#F6, CB TYPE I RIM=21.57 IE :16.57 12"(IN)E ...... I.E;::;1-6.57--12"(OUT)W 1-PROPOSED: GRADE .............. : ......... 130 LF 12": SD @ 1.0% 55 LF 18,, Sp p 4.67. D#F 1, CB TYPE 11 - 481i RIM=22.50 IE 11.42 18"(IN)S ....... IE-7;17:6-5-V'(II4)SE.... IE=19.69 4"(IN)E IE--:*18.77 4"(IN)SWPVC IE *1142 18"(OUT)NE: In Compliance W/ City Of Renton Standards Approved By: Date: - Approved By: Date: - Approved By: Date: - Approved By: Date: - ..rSD#FS, CB TYPE 11 .48" RIM=21.43 IE=15.25 12"'(OUT)W 20 i �1 10 5 ............. ........................ ........................ .................. SD#Z5, CBTYPE 11 - 54" RIM=22.08 IE=8.40: 24"(IN)E IE=8.90:: 18(IN)SW IE=8.40:: 24 (IN)W 0 ... I1E----8.-40::-24"(OUT).N- ................................ SAME STRUCTURE - SEE:SHEET C4.20 000 4+40 .. Oft: ............................................................ ..... ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS 25 20 i R 10 5+00 CONTRACTOR TO CONTACT:: SPU TRANSMISSION CREW.. CHIEF. ROGER..COX.:.(206)..399.-.2496.: WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 1 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: I I DATE DESCRIPTION KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL SHEET TITLE / NUMBER Storm Drainage Profiles C4.21 R-388329