WINDSORSEWER_58643210
Graphic Scale for 3/8"=1'-0"
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\ENV\1_Plant 3D\Orthos\DWGs\122405_501 Lift Station Plan.dwg 9/17/2020 10:18:22 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
TEJPAL SINGH BALA
49574 09/08/2020
ELK RIVER, MINNESOTA
WINDSOR PARK 3RD. ADDITION - SEWER EXTENSION
TSB
WRH
TSB
R19.122405 16
72" PRECAST MANHOLE
SECTIONS WITH R4 JOINTS
6" FORCEMAIN
1'-0"8" INFLUENT 10°1'-0"1'-0"COUPLING
6" MAG
METER
72"x144" BOX
CULVERT
6" GATE
VALVE
6" CHECK
VALVE
4" GATEVALVE
17'-8"
6" GATE
VALVE
2'-6"
1'-6"
PLAN
SCALE:3/8"=1'-0"R
17'-8"
UPPER LEVEL PLAN
SCALE:3/8"=1'-0"R
72" PRECAST MANHOLE
SECTIONS WITH R4 JOINTS
30"x42" ACCESS HATCH.VERIFY SIZE AND LOCATION
W/ PUMP MANUFACTURER.
4" SCHEDULE 40
WELDED STEEL PIPE
VENT WITH COLLAR
1'-9"1'-3"
4" SCHEDULE 40
WELDED STEEL PIPE
VENT WITH COLLAR
72"x144" BOX
CULVERT
2'-0"2'-6"1'-0"2'-6"30"x30" ACCESS
HATCH
4" DRAIN
6"
6"
6" FORCEMAIN
CL=938.00
8" INFLUENT
INV.=924.69
ELEV.=916.67
ELEV.=950.10 GRADE=950.03
6"x4" ECC.
REDUCER
SUBMERSIBLE
PRESSURE
TRANSDUCER
96" PRECAST MANHOLE
SECTIONS WITH R4 JOINTS
TO 2ND
PUMP
LEAVE A 5' LOOP IN CABLE FOR
MAINTENANCE PURPOSES
PROVIDE 2 EA. 25 LB. COATED PEDESTAL
CAST IRON WEIGHTS WITH 1/8" MIN.
S.S. CABLE ONE FOR MOUNTING FLOATSAND ONE FOR MOUNTING THESUBMERSIBLE PRESSURE TRANSDUCER
LOW LEVEL ALARM=917.75
ALL PUMPS OFF=918.25
LEAD PUMP ON=922.75
LAG PUMP ON=923.25
FLOAT CONTROL (TYP.)
30"x42" ACCESS HATCH.VERIFY SIZE AND LOCATION
W/ PUMP MANUFACTURER.
4" SCHEDULE 40WELDED STEEL PIPEVENT WITH COLLAR
HIGH LEVEL ALARM=923.75
4" SCHEDULE 40WELDED STEEL PIPEVENT WITH COLLAR
33'-10"6" CHECK
VALVECOUPLING
6" GATEVALVE SLOPE GROUT TO
VALVE INVERT4" GATE
VALVE
INV.=936.04 INV.=936.21
VALVE STEM
RISER (TYP.)
VALVE BOX CAST
IN TOP SLAB (TYP.)14'-6"ELEV.=936.00
6" MAG
METER
2'-6"1'-6"
VALVE BOX CAST
IN TOP SLAB (TYP.)30"x30" ACCESS
HATCH
NOTE: PRECASTER TO DESIGN
ALL BASE SLABS FOR BUOYANCY.
SECTION
SCALE:3/8"=1'-0"
1
5.01
1
5.01
1
5.01
1
5.01
1
5.01
CREATE WATERSTOPAT ALL JOINTS
DETAIL TO BE USED WITH CAST IN
PLACE CONCRETE BASE IF INTEGRAL
MANHOLE BASE IS NOT USED
PRECAST
CONCRETE
MANHOLE
KNOCK OUT BOTTOM OF PRECAST CONCRETEMANHOLE 9" HIGH LEAVING 4 EA. 12" WIDELEGS AT QUARTER POINTS. LEAVE W.W.M.
INTACT - DO NOT CUT - DO NOT REMOVE. SETMANHOLE IN CENTER OF FORM FOR CAST IN
PLACE CONCRETE BASE. THREAD REINFORCING
BARS THRU EXPOSED W.W.M.. POUR
CONCRETE IN AND AROUND MANHOLE.
LEAVE 4 EA. 12"
WIDE "LEGS"
W.W.M.
MANHOLE DETAIL
N.T.S.
LIFT STATION PLAN & SECTION
5
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