WINDSORSEWER_12915
920
925
930
935
940
945
950
955
960
915
920
925
930
935
940
945
950
955
960
958.72958.740+00 957.96958.0957.20957.240+50 956.46956.5955.39955.441+00 954.67954.7953.97954.041+50 953.12953.1952.27952.342+00 951.59951.6950.79950.842+50 949.88949.9949.05949.043+00 948.18948.2947.35947.443+50 946.78946.8946.04946.044+00 946.52946.5946.84946.844+50 948.32948.3948.37948.445+00 948.52948.5948.50948.545+50 948.56948.6948.66948.746+00 948.65948.7948.81948.846+50 948.79948.8948.50948.547+00 948.55948.5948.59948.647+50
STA: 47+50.00
ELEV: 938.46
I=924.69 8" NWI=937.75 6" E
SUMP 916.67
STA. 44+10.03-0.0'
R=950.60
BLDG. HT. 33.93
LS
I=937.75 6" NWI=937.75 6" SE
SUMP 936.00
STA. 44+26.01-0.0'
R=950.53
BLDG. HT. 14.53
VV
679' - 6" SAN FM @ 0.22%
LIFT STATION FORCEMAIN
VPI: 44+31.45
EL: 937.75
STA: 40+00.00
ELEV: 929.82
8' MIN COVER
36" STM
INV = 940.54
527' - 8" SAN @ 1.25%527' 8" PVC@ 1.25%XXX X
X>>>>>RANCH ROAD NORTHWEST / COUNTY ROAD 33
36" RCP36" CMP2111120970PI: 44+10.03PI
:
4
4
+
1
2
.
3
9 PI: 44+37.63PC: 45+05.24PT: 45+57.75>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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
40+00 41+00 42+00 43+00 44+00
45+00 46+00 47+00
6" SAN FM
I=940.37GI=941.16GG 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
C C C C C C C C C C C C C C C C C C C C C C C C 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
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. 2021, All Rights ReservedcH:\ELKR\R19122405\CAD\C3D\122405_C_ALGN_1.dwg 3/22/2021 3:36:18 PMDESIGNED
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
12
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
EXISTING GROUND PROFILE OVER
PROPOSED SANITARY SEWER
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
LIFT STATION
SEE SITE PLAN AND
LIFT STATION DETAILS
SHEET 6 AND 7
6" SANIATARY FORCEMAIN (DIRECTIONALLY DRILLED)8" SANITARY SEWER (DIRECTIONALLY DRILLED)
DRILL RADIUS = 600'LEGEND
EXISTING DRAINAGE FLOW
BITUMINOUS PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
AGGREGATE SHOULDER
SEDIMENT CONTROL LOG
4" SOLID WHITE SHLD STRIPE
4" BROKEN WHITE LANE STRIPE
SALVAGE &
INSTALL SIGN
PROPOSED DRAINAGE &
UTILITY EASEMENT
SB-3
1 ADD 1 9/24/2020
2 CO - 1 03/23/2021
F&I
1 EA - 4" PLUG
I = 928.75
PROVIDE TRACER WIRE ACCESS BOX AND
LOCATING MARKERS AS SHOWN IN THE
SANITARY SEWER SERVICE SPECIFICATION
F&I
1 EA - 8" X 4" SADDLE - STA 44+00
45 LF 4" PVC SANITARY SDR 26
@ 2% OPTIMUM GRADE (MAX 10%)
2
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=950.50 R=950.26
8" x 4" DIP WYE
8" DIP
8" MJ SLEEVE
4" SCH 40 5'
4" MJ 45 BEND
I=924.50 8" NW
SUMP 916.5
BLDG. HT. 34.00
I=937.58 6" E I=937.58 6" SEI=937.58 6" NWBLDG. HT. 14.43
SUMP 935.83