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HomeMy WebLinkAboutS-295507in Ln rn ri N NEW 6" SIDE SEWER (TYPICAL) L NDIE Rhin OF WAY W MS AREA PER i t AMS PROVED BY MY OF RENION NOTE.• SIDE SEWERS 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. pi'm1mr-m-, CO #2 STA 4 +45, 30' LT PVC @ 0.4% CO #1 STA 3 +03, 30' LT NEW CO PER STANDARD DETAIL NEW CO PER STANDARD DETAIL BW18D, SP PAGE B076.1 BW18D, SP PAGE B076.1 RIM = 316.5± RIM = 318.8± IE 8" = 309.87 IE 8" = 308.82 Sm"SS07 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 0 1 +00 0 +00 - ............................ ................ — : -°. E _° o E E _ _ -- --w -------- -- - - -- -------------------------- :EX MH _ ° _ o � . cl - ---- RIM 294.15 — - E - : : : : :IE 8' N = 307.20 :. - .1 - JN u .o - ....._.. _ - -- .N ...:.. °�. ° Jn - ------------------- ------ - - - --- g� - - - - - -- — ---- < - < a _ ------ _ < --------- _-- - - - - -- - -- - — _---- -- --- --- --- - -- - -- - - - - -- - ------ _ _ _ _ . :310 - -- - - - - ------ . ... ... .......... -OF ----------------- = _ _ _ ...301 LF 8" PVC � 0.49 - � -- - --------------------------- ---- ------- -- ----- ------- -- - - -- --------- --- ----- ------ -----------:---- - 238 :LF OF 8" PVC: ® 0.49 : = 228 LF OF 8" -PVC 5 0.49 MH #15 STA 7 +50, 5' RT : : € 300...........------------------- NEW-54 » -MH -- (TYPES)......:... MH.. 114 STA. ..._ ......... o `� o - TA 5' 5'- R_F------ MH-�12_STA_nr71,_S'_RT -- — - — 3.00 = RIM = 317.8E NEW 54 MH (TYPE B) : J _ NEW 48" MH = REMOVE =EX C O. AND REPLACE lE 8" S = 31D.94 RIM = 316.0± J _ RIM = 318.3± WITH NEW 48" MH : IE 8" S = 309.64 <� a °A IE 8" S = 308.59 RIM = X21.7± 290 .. . .. _ ............. ........................... ............................... lE- 8 "- Al .. 309.74- ..... . .:.. ....... _ :...... _ ..... _ ...:... a . = !E 8" NE =308 69 lE 8" S -- 307 58 _ _ _ 290 — - - - - -- — --------- -- ----- - - - - -- - tiOR ------------------- _ _ IE 8" W = 309.74 IE 8" E = 308.69 = IE 8" N.= 307.68 : : 1`� EOF WASyw�J�p 1E 8 W 3 08 69 T = 9 MH 16 STA : 3 +24, 35.75': RT : PROFI- LE- SCALE ......... - NEw 4s" MH :............... - - -_ 2,69 a � RIM = 317.4E 9o�FC+�Ga� H ORI Z. 1"=:30' : IE 8" SW = :308.83 : - 34 LF OF : : : S/oNnL�' VE R T. 1 " =10 ' IE 8" E = 308.93 (2 LF OF 8" PVC W/ :CAP) 8" PVC @ 0.47. : _ _ _ EXPIRES ` 5-(j --------- - - - - -- - - -- - - - - - -- ---- - - - - -- -- - - - - -- ---- ................... . om HE " =30• " , CITY OF EAST KENNYDALE SANITARY ,�, 2002 tE RENTON P4£ JDH m-7 SEWER INFILL PHASE 1 DMC { DATUM plDnning /Building /Public Works Dept. S-6 NO. REVISION BY DATE APPR a: LH 2400 &2500 BLOCK OF 8 vac: SCANNED SEP 13 2002 s S- 2 5 F5 TAtn ISU-16L 17:6 :FR' 30vff