S-122
<01994 Westwood Professional Services, Inc.
965
960
~
CiO~~ DENOTES SANITARY SEWER SERVICE
INVERT @ PROPERTY LINE.
I WYE=0+55I
DENOTES SANITARY SEWER SERVICE
WYE LOCATION ON MAINLINE FROM
DOWN STREAM M.H.
T 8" X 6" TEE
8'- 6" DIP
I
HYDRANT W/ AUX. VALVE
GROUND ELEV.=972.8
~
0'
50'
955 72'-12" RC
965
960
955
100'
150'
FINISREDGRADE
""---
--
EXIST; 12" CMP
30 ---12" RCP
2.03~
1 0'"'"-12" mm 1.05% """
""',""'" RCP 0 ','f:{)e '
. ~
o
STIv1H-11
RE 963. :30 &3:06
IE sse.21 958.16
STMH-10
RE9il;2Q
lE967.01
CBMH= 9
RE==957.82
fE-O€ie.22 956.29
965.8
~INlSHED GRADE:
56 -12"RCP
FES-30
IE 963~59
r
REVISIONS
3/31/94 CITY REVIEW
4/14/94 STORM SEWER
'- 1/04/96 RECORD DWG. (GKB)
""
\\'
Westwood
Westwood Professional Services, Inc
14180 West Trunk Hwy. 5
Eden Prairie, MN 55344
612 937-5150
~
SAW CUT EXIST. BIT. SURFACE
REMOVE AND REPLACE EXISTING
CLASS 5 BASE AND BIT. PAVEMENT (TYP.)
I
- - - ---- T --- --- -. T '--'" "- --- r ---- -,
112'
^ --
- [> --/ .-- - --::::: -~._.- ;;;~7' -- -- [>- -
--
./ I
Call 48 Hours before digging:
GOPHER STATE ONE CALL
BM- TNH HOWARD POINT ROAD
AND BRENTRIDGE DRIVE
ELEV. = 965.37
Twin City Area 454-0002
Mn. Toll Free 1-800-252-1166
REMOVE EXIST. CB
INSTALL NEW CBMH-9
65'
//
]~=~-/wOC;:;~g,r( ~bjo CCC:C~c_ T ...~ ---1>:";1. :::~q 9~7-=- SANITARY ~EWE~ -\i- --~ i=-
~ -t-}- - -- --1
/ ----....., - --------
PLUG 8" DIP WATER MAIN, " ___
10' BEYOND PROPERTY LINE \
.......
"
"-
" /
V
82'
-
1" COPPER SERVICE (TYP.) --v-
8" X 6" TEE 59'
2'- 6" DIP
HYDRANT W/ AUX. VALVE
GROUND ELEV.=972.8
I WYE=1 +09 I
Ci~3)
/ _/
-
Y'
58'
V
V81' 40'
CUT IN 9" X 4" WYE
4" PVC SERVICE (TYP.)
IWYE=2+081
~6~})
REMOVE 8" PLUG
CONNECT TO EXISTING
8" DIP WATER MAIN 69'
STMH-10
IWYE=0+76I
Ci5~})
I WYE=0+95!
@)
I WYE=2+45/
~~~
TRAFFIC CONTROL IS CONSIDERED THE
RESPONSIBILITY OF THE CONTRACTOR
AND IS CONSIDERED INCIDENTAL TO
THE CONTRACT.
24
23
22
21
20
1
SEE SHEET 4 OF 6 FOR
HOWARD'S POINT ROAD
WATER MAIN DETAILS
FES-31
12" RC APRON
SOD END
FES- 30
12" RC APRON
SOD END
~
Vv,
WOODSIDE ROAD
SEE SHEET 6 FOR
STORM SEWER DATA
985
EXIST MH
STA 81+83
RE = 986.
IE = 97.00
240'
980
975
EXIST MH
STA 84+33
RE = 972.2
IE .... 962.30
970
965
EXIST MH
StA87+33
RE = 960.5
tf: =949;91
~
EX'STMH
SIA 89+ 73
RE == 957.7
IE = 948.4
960
955
~
950
945
REO
CONFi
BY
84+00
90+00
81 +00
82+00
83+00
85+00
86+00
87+00
88+00
89+00
I hereby certify that this plan was prepared by me or under my
direct supervision d that I am a ~ulyftgistered PROFESSIONAL
ENGINE 4 laws of e ~e/of Minnesota.
'~
r ""
DESIGNED DKJ CHECKED DKJ
DRAWN TFW RECORD ORA WING BY IDA TE
..J
93318 3318ASFS,DWG
OWNER
SANITARY SEWER,
WATER MAIN &
STORM SEWER
WOODSIDE ROAD
122 S&<<".
DATE
THE PEMTOM LAND COMPANY
BRYNMAWR PLACE
SHOREWOOD, MINNESOTA
REG. NO. 19153
EDEN PRAIRIE, MINNESOTA
985
980
975
970
965
960
955
950
945
DATE
2/22/94
SHEET
5 OF 8