WINDSORSEWER_16950
955
960
965
970
975
980
985
990
995
950
955
960
965
970
975
980
985
990
995
983.58983.670+00 984.04984.0984.31984.370+50 985.45985.4984.81984.871+00 984.94984.9985.12985.171+50 985.10985.1985.59985.672+00 985.81985.8986.33986.372+50 986.92986.9987.07987.173+00 987.86987.9987.33987.373+50 985.44985.4981.43981.474+00 976.77976.874+50 75+00 75+50 76+00 76+50 77+00 77+50
I=977.75 6" NWI=977.75 6" SE
SUMP 976.75
STA. 72+88.29-0.0'
R=987.47
BLDG. HT. 10.72
AIR MH 3
-7.65
%
VPI: 72+88.48
EL: 977.75
VPI: 74+38.18
EL: 966.30
STA: 70+00.00
ELEV: 974.51
925' - 6" SAN FM @ 1.12%
139 -
6
"
S
A
N
F
M
@
CONNECT TO EX FM
(FIELD VERIFY)
8' MIN COVER
I=966.30 6" NW
I=966.30 6" NI=966.30 6" S
SUMP 965.30
STA. 74+37.91-0.0'
R=973.96
BLDG. HT. 8.66
VALVE MH 1XXRANCH ROAD NORTHWEST / COUNTY ROAD 33
WATSON STREET NORTHWEST12662G
G
G
OEOEOEOEOEOEOEX
XXXXXXXXXXXG G
GGGGGGGGGXXXASPHALT ASPHALT
GRAVELGRAVEL
GRAVELGRAVEL
ASPHALTCHAIN LINK FENCEl ll ll ll ll ll ll ll ll ll ll ll ll lPI: 71+08.53PI: 72+88.29EP: 74+99.73l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l l
l l
l l
l l
l l
l l
l l
70+00 71+00 72+00
73
+
0
0
74
+
0
0
7
6"
S
A
N
F
M
SG
C
C GE E E E E E E E E E E E E E E E E EEEEE
G G G G G G G G G G G G G G G G G G G G G G G G
CCCCCC
C
C
C
CC
C C C C C C C C C C C C C C C C
C
C
AIR MH 3
VALVE MH 1
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 10:26:01 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 16
R
SANITAY SEWER PLAN AND PROFILE
16
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
6" SANITARY FORCEMAIN
(DIRECTIONALLY DRILLED)
CONNECT TO EX 6" HDPE DR 11 FM
(FIELD VERIFY ELEVATION)
PROTECT LIGHT POLE & SOLAR PANELEX 6"
HDPE
DR 11 FM
LEGEND
EXISTING DRAINAGE FLOW
BITUMINOUS PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
AGGREGATE SHOULDER
SEDIMENT CONTROL LOG
F & I
50 LF CHAIN LINK FENCE
(MATCH EXISTING)
BITUMINOUS ROADWAY PATCH
4" SOLID WHITE SHLD STRIPE
BITUMINOUS TRAIL PATCH
CHECK VALVE MANHOLE (VALVE MH 1)
NOT TO SCALE
6" x 6" WYE
6" CHECK VALVE
6" CHECK VALVE
96" Ø
CONNECT TO EXISTING 6"HDPE DR 11 FORCEMAIN
6" S
A
N
I
T
A
R
Y
FO
R
C
E
M
A
I
N CONNECT TO EXISTING 6"HDPE DR 11 FORCEMA
IN
DRILL PIT
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=987.81
I=977.69 6" NWI=977.69 6" SE
BLDG. HT 10.6
SUMP 976.69
R=972.95
I=964.3 6" NW
SUMP 963.3
I=964.3 6" NI=964.3 6" S
BLDG. HT. 9.65
-9.63%