WINDSORSEWER_15950
955
960
965
970
975
980
985
990
995
950
955
960
965
970
975
980
985
990
995
976.07976.162+50 975.98976.0975.65975.763+00 975.82975.8975.85975.863+50 976.27976.3976.20976.264+00 976.75976.8976.56976.664+50 977.02977.0977.18977.265+00 977.65977.6977.76977.865+50 978.13978.1979.03979.066+00 979.30979.3979.62979.666+50 979.38979.4980.30980.367+00 980.60980.6980.75980.767+50 981.02981.0981.34981.368+00 981.43981.4981.38981.468+50 982.44982.4982.38982.469+00 982.63982.6982.87982.969+50 983.32983.3983.58983.670+00
I=967.33 6" NWI=967.33 6" SE
SUMP 966.33
STA. 63+63.27-0.0'
R=976.03
BLDG. HT. 9.70
AIR MH 2
1.12%VPT: 63+75.42EL: 967.54STA: 62+50.00
ELEV: 950.00
STA: 62+50.00
ELEV: 965.32
STA: 70+00.00
ELEV: 974.51925' - 6" SAN FM @
8' MIN COVERYORK STREET NORTHWESTRANCH ROAD NORTHWEST / COUNTY ROAD 33
20919PI: 67+58.75l l l l l l l l l l l l l l l l l l l l l l l ll 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 ll l l l l l l l l l l l l l l l63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
6" SAN FM
C
CCC
G XXXXXXXXXXEE
EE E E EEGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GCCCCCCCCCAIR MH 2
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 10:25:09 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
15
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
6" SANITARY FORCEMAIN (DIRECTIONALLY DRILLED)
LEGEND
EXISTING DRAINAGE FLOW
BITUMINOUS PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
AGGREGATE SHOULDER
SEDIMENT CONTROL LOG
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
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=976.01
I=966.89 6" NWI=966.89 6" NWSUMP 965.89
BLDG. HT. 10.12