WINDSORSEWER_13915
920
925
930
935
940
945
950
955
960
915
920
925
930
935
940
945
950
955
960
948.59948.647+50 948.51948.5948.46948.548+00 948.50948.5948.65948.648+50 948.80948.8948.81948.849+00 948.77948.8948.81948.849+50 948.70948.7948.69948.750+00 948.82948.8948.84948.850+50 948.92948.9949.11949.151+00 949.23949.2950.00950.051+50 950.73950.7950.59950.652+00 949.61949.6949.26949.352+50 949.69949.7950.12950.153+00 950.92950.9950.70950.753+50 951.88951.9953.08953.154+00 953.44953.4953.43953.454+50 953.74953.7954.04954.055+00
I=943.34 6" NWI=943.34 6" SE
SUMP 942.34
STA. 54+49.31-0.0' R
R=953.42
BLDG. HT. 11.09
AIR MH 1
0.22%
VPI: 52+60.42
EL: 939.56
A = 1.78%
K = 168.44
L=300'VPT: 54+10.42EL: 942.56VPC: 51+10.42EL: 939.24STA: 47+50.00
ELEV: 938.39
STA: 55+00.00
ELEV: 944.30679' - 6" SAN FM @
2.00%8' MIN COVER
RANCH ROAD NORTHWEST / COUNTY ROAD
3
3
CONCORD STREETNORTHWEST210102099312878PC: 50+94.97l 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
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
48+00
49+00
50+00
51+00 52+00 53+00
54+00
55+00
6" SAN FM
6" SAN FM CCGCG OUOUOUOUGEE E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
CCCC 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 C C C C C C C C C C C C C C C C C C C C
AIR 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 10:23:30 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
13
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
6" SANITARY FORCEMAIN
(DIRECTIONALLY DRILLED)
DRILL RADIUS = 2000'
LEGEND
EXISTING DRAINAGE FLOW
BITUMINOUS PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
AGGREGATE SHOULDER
SEDIMENT CONTROL LOG
SALVAGE & INSTALL MAILBOXES
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=953.38
I=943.96 6" NWI=943.96 6" SESUMP 942.96
BLDG. HT. 10.42