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HomeMy WebLinkAboutS-2955048 c� j*% SANITARY SENER STUBS 9fALL CROSS UNDER EYJS77NG j 16' WATER MAIN WTH A MIN. 12" ICRTICAL CLEARANCE Ir<r Fv IRA 9 Al rr r im, _w �.�w ' m 8ssopT 3 W`9 T I yl 8 A 'PS —mQ, R. tg HE ASPHALT ROADWAY F--- — r-- I ___c: I MN JV THp-. Si. N. E. 1 If GL­ 5 R -_2 L it _�� D! 60*" l / N E. 16 ST. .17 2145 T T 40. W/W �T P- T; NEW 6" SIDE SEWER (TYPICAL) NOTE- SIDE SEVERS SHALL HAVE A MINIMUM SLOPE OF 29 FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A MINIMUM OF 6 FEET DEEP AT THE PROPERTY LINE UNLESS NOTED OTHERWISE. 2+00 ................ ------------------------ 3 -- +00 4+00 5+00 .................---------- ------- ---------------- ------------------------------ -------------------------------------------------- Ex MIA STA 4+13.74, 5' K-I RIM = 303.30 IF 8" E 293.20 ........... . --------------- ------------- ----------------------------------------------- �o 1E 8" 5 = 293.30 01 cl o lo 310 --------------------------------------------- ---------- ----------- ....................... --------- ------------------- ---------- :o ------------- -------- ------------------------------ 300 ----- ----------- ------ — ---------- .. ..... -------------- ................. ................ ------------ 296 LF PVC 9 1.599' ....... ... ......... ------ -------_----- ---------------- ---------------- -------­ ......... ... 290: . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - 290 ­ . WAS,, IP - - - - - - - - - - - - - - - ­ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROFILE —CAJS 280 - - - - - - - - - - - -- - - 23169 280 ................... ------------ -------- ----------------------------------------------------------- --------------- Is SSI NAL .................. -------­------­ -------- --------- --------- .................................... 'HORIZ. VERT. 1 10 EXPIRES ' ................................. --------------------------------------------------------------- PACE -r A M%f JAN 2002 CITY OF EAST KENNYDALE SAM 1 fArl T JDH RENTON JDH SEWER INFILL PHASE 1 DMC Planning/Building/Public Works Dept S-3 2100 BLOCK nrKlrlrTU wwp.jp.?. Zgtl NO. REVISION BY DATE APPR — LH 4 18 SCANNED SEP 13 2002 LL 176 F iS2 o�