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NOTE.•
ul SIDE SEWERS SHALL HAVE A MINIMUM
CD
tV SLOPE OF 29 FROM THE SEWER MAIN
t� TO THE ADJACENT PROPERTY LINES
� SIDE SEWER STUBS SHALL BE A
,
d � MINIMUM OF 6 FEET DEEP AT THE
PROPERTY LINE UNLESS NOTED OTHERWISE.
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MON TEREY N.E.
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ASPHALT 40a0WRY
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I \ \ ^•••an ` "` I I .// •D BASFIO,i I CB R u 395 R4 C _ ..J - -
E B' CIXUC. (SC) 292.9 �. ® vyy
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_� R'70.00 T20• B I 1 1 P
To BE
NEW 6" SIDE SEWER �,„a III ff xsr �,m ff s,aa BY open — I— I I
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(TYPICAL) /W aw9[uu„ z T
%MOBag,�,T waw I •STE�,-° I
v6„r
NO NEW SIDE SEWER
FOR LOT 4
(PROPERTY TO BE I,�N TEREY AVE.
N. E ,
NO NEW SIDE SEWER ,
SERVED TO WEST) - - - y
1 FOR LOT 3
/(PROPERTY TO BEI -- -- _
13 +00 SERVED TO WEST) 12 +00 11 +00 10 +00
-
y
-
El
NEW 48" MK -
_
RIM " 29 724 - 297. &2
300:... -. -..D -
- � of _
- _... .. _ ---- --- ---- -- -- - - - - -- - - z-fr 286.72 -- ..............
IE 8� W �-s� 28s.s2
,... -... lE 8" N --
300.-
AdH 2 SEE SHEET 2
290..... C,.
----------- - - - . -...:- 290 ..:.....................
�'9i z LF OF 8" PVC Co? 8§9- 89.6 8� LF OF
13 +09.2, 6.2' L T
,Z. ,n 7Z• , T - 0.69
MH STA 212 8" PVC @ 6 5�
280 33 LF O LF 8 PVC ®,�
-NEW 48" MK - 0:69 - - 2 �F
10 +89.9, 5.5 L T 81Y PVC U 0:-59 1' ..........
280
RIM = 29701 MH #5 STA f! i-e& ;5' T INSTALLED AS -
IE 8" S = 289_ -00 288.81
NEW 48" MH: DESIGNED_
270.....
295.57 _ ...... _ 270
- ------ - - - - -- .... ............. ..
1E 8" S = 205'66 287.52 MH 0 +08.7, 4.8 L
4 ST PROFILE SCALE
lE 8" N = 287z96287.62 NEW 48" MH NORIZ. 1"=30'
Hp:- _ _ _ _ _ _ _ _ RIM ..= ..z�96 -6-� 296..33... - . — 1.7 1 -O,
lE 8" S = n o 286.88
1E 8" N =287:44r 286.98
250...
5 5
ACE g CITY 'OF
AS —BU,L T jDH EAST KENNYDALE SANITARY 2002
AS CONSTRUCTED INFORMA77ON PROVIDED APRIL 17, 2002 BY JDH E { DATUM SEWER INFILL PHASE 1 °
wwp ,� _ a;�HENRY RR W. COA TES OF COA TES SURVEYING SERVICE NO_ REVISION BY DATE APPRL+CY t Planning /Building /Public Works Dept. I%(� OF NE 3 28
Q
SCANNEOPM. 292cap At 5= 2?, --r-�
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