WINDSORSEWER_10930
935
940
945
950
955
960
965
970
975
930
935
940
945
950
955
960
965
970
975
967.77967.825+00 966.51966.5965.44965.425+50 964.26964.3963.03963.026+00 961.93961.9960.58960.626+50 959.73959.7958.68958.727+00 957.61957.6956.74956.727+50 956.12956.1955.37955.428+00 954.47954.5953.56953.628+50 952.74952.7952.56952.629+00 952.17952.2952.74952.729+50 953.94953.9952.58952.630+00 951.42951.4951.60951.630+50 951.63951.6952.27952.331+00 952.86952.9953.29953.331+50 953.42953.4953.54953.532+00 954.00954.0954.48954.532+50
I=944.31 8" NWI=944.21 8" SE
STA. 28+64.94-0.0'
R=953.02
BLDG. HT. 8.82
SMH E
STA: 25+00.00
ELEV: 955.11
STA: 32+50.00
ELEV: 939.39
12" STM
INV = 947.40
505' - 8" SAN @ 2.
9
6
%
391' 8" PVC@ 2.96%
497' - 8" SAN @ 1.25%489' 8" PVC@ 1.25%
12" CMP12" STMRANCH ROAD NOR
T
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W
E
S
T
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C
O
U
N
T
Y
R
O
A
D
3
3
1331013182PC: 24+73.95PT: 28+73.49>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>25+00
26+00
27+00 28+00
29+00
30+00
31+00
32+00
8" SAN
8" SANGCLVT
I=951.14CLVTI=949.94ECBCCR=949.07I=I=I=I=I=I=>>>>>>>>>>>>EG G G G G G G G G G G G G G G G G G GG
G
G
CBCC UGST BR=948.99
I=E (12INCH RCP)945.14I=I=I=I=I=
CBCC UGST ER=948.35
I=E (12INCH RCP)946.30I=I=I=I=I=
C
C
C
C
C
C
C C C
C C C C C C C C C C C C C C C C C C C C
CCC C C C C C C C C
C C C C C C C C C C C C
SMH E
SHEET
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Bolton & Menk, Inc. 2020, All Rights ReservedcH:\ELKR\R19122405\CAD\C3D\122405_C_ALGN_1.dwg 9/17/2020 10:21:02 AMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
7533 SUNWOOD DR NW, SUITE 206
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
OF
JASON W. COOK, P.E.
47451 09/08/2020
ELK RIVER, MINNESOTA
WINDSOR PARK 3RD. ADDITION - SEWER EXTENSION
JWC
KGA
JWC
R19.122405 16RSANITAY SEWER PLAN AND PROFILE
10
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
EXISTING GROUND PROFILE OVER
PROPOSED SANITARY SEWER
8" SANITARY SEWER (DIRECTIONALLY DRILLED)
DRILL PIT
DRILL RADIUS = 900'
LEGEND
EXISTING DRAINAGE FLOW
BITUMINOUS PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
AGGREGATE SHOULDER
SEDIMENT CONTROL LOG
INLET PROTECTION
THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHEDBY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BOLTON & MENK, INC.CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THISRECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATEDINTO IT AS A RESULT. THOSE RELYING ON THIS DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.DATE: 02/14/2022 COMPLETED BY: TJH
R=951.59BLDG. HT 7.08I=944.61 8" NWI=944.51 8" SE
420'3.36%