HomeMy WebLinkAboutS-295509NEW 6" SIDE SEWER
N
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SIDE SEWER INVERT SEWER INVERT
AT PROPERTY LINE AT PROPERTY LINE
1E = 290.40 IE 289.98
!SIDE SEWER INVERT\ MONTEREY,,, N.E.
IA T PROPERTY LINE T 7 BM 653 1 47.2— 1 1
1E 29a8i TOP OF MON N CA E
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SIDE SEWER INVERT SIDE SEWER INVERT- SIDE SE IN VER T 30
AT PROPERTY LINE AT PROPERTY LINE AT PROPERTY LINE SIDE SEWER INVERT W z
1E 290.98 1E = 290.35 1E 289.88 AT PROPERTY LINE
1E 2&
SIDE SEWER INVERT SIDE SEWER INVERT
AT PROPERTY LINE AT PROPERTY LINE
1E = 289.36 IE = 295.00 NOTE.
SIDE SEWERS SHALL HAVE A MINIMUM
—SIDE SEWER INVERT SLOPE OF 29 FROM THE SEWER MAIN
AT PROPERTY LINE TO 774E ADJACENT PROPERTY LINES.
1E = 289.84 SIDE SEWER STUBS SHALL BE A
MINIMUM OF 6 FEET DEEP AT 774E
PROPERTY LINE UNLESS NOTED 07HERMSE.
-------------------- -------------- ..............7+00 6+00 5+00 .. ................................................... ................. ---------------- ..............4+00 ......... ........................3+00 .. ------------ -------------------2+00 ------------------ ---------------------------------------------
MH #21 STA 7-i 15, 5' RT MH #20 STA 4+29, 5' RT
MH #19 STA 1 =+90, 7.5'LT:
NEW 48" MH NEW 48" MH S-4-29 5-50!9
NEW MH
-------------------------------- RIM. JD2. O�±.: ------------------------------------------------------------------- ..........M - .. .... - RIM ..= . .J oz ---------- ---------------
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It 8" S = 290.01 1E 8 S = 288.78 : " YE 8" S = 287.74
EX MH STA 1+95-84, 131' RT
IE 8 N = 287.84
1E 8 - N = 288.88. RIM = 29415
IE:8" S - 985:65
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PROFILE SCALE 2
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VERT. I"=10 f WAS
290 -290
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....................................... ---------------------------------------------------------
PAC_M CITY OF JAN -
JDN E zj 7M RENTON EAST KENNYDALE SANITARY 2002
JDH
DMC Planning /Building /Public Works Dept. SEWER INFILL PHASE 1
NO. REVISION BY DATE APPR S-8
LH 2400 BLOCK OF MONTEREY AVENUE NE -18
9
SCANNED SEP 13 2002 0- iD 2PX-r 0 E
A
IR AML 17-6 �FR 158
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