WINDSORSEWER_3SHEET
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\122405G003.dwg 3/22/2021 3:35:50 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 16SANITARY SEWER DETAILS
3
NOT TO SCALE
GROUT INVERT
3/4" CRUSHED ROCK
PRECAST CONCRETE BASE
FORCEMAIN
2" STAINLESS STEEL TAPPING
SADDLE AND BALL VALVE
STEEL REINFORCED PLASTIC STEPS
COMBINATION AIR VACUUM
RELEASE VALVE
WITH ACCESSORIES
MnDOT DESIGN 54-4020 MANHOLE
MIN 3 - MAX 6
CONCRETE ADJUSTING RINGS
WITH NON-SHRINK GROUT
AND PLASTERED 1/2" THICK
INSIDE AND OUT
CASTING AS SPECIFIED
1" SCHEDULE 80 PVC OUTLET ARM
54" Ø MH
AIR RELEASE MANHOLE
DESIGN 4020
SANITARY MANHOLE
NOT TO SCALE
FLOW
PLAN VIEW
27"48"16"5"
48"VARIES1.RUBBER GASKET (TYPICAL)
2.FLEXIBLE WATERTIGHT SEAL TO BE
APPROVED BY ENGINEER
3.SHAPE, DEPTH AND SLOPE OF
INVERT TO BE APPROVED BY
ENGINEER
4.STEEL REINFORCED PLASTIC STEPS
SHALL BE A POLYPROPYLENE
PLASTIC REINFORCED WITH A NO. 2
DEFORMED STEEL ROD GRADE 60
5.MnDOT TYPE "B" ECCENTRIC
PRECAST CONCRETE CONE SECTION
TYPICAL FOR ALL MANHOLES
6.PLACE INTERIOR CHIMNEY SEAL
(WHEN SPECIFIED)
7.8" WIDE, 14" THICK BITUMINOUSMASTIC WRAP FULL
CIRCUMFERENCE (WHEN
SPECIFIED)
STEPS OVER OUTLET
IF REQUIRED
6" MIN INTEGRAL
PRECAST CONCRETE BASE
7
7
6
MIN 3
MAX 6
CONCRETE ADJUSTING
RINGS WITH
NON-SHRINK GROUT
AND PLASTERED 1/2"
THICK INSIDE AND OUT
CASTING AS SPECIFIED WITH
CONCEALED PICKHOLES
5
1 4
2 2
3
REFER TO PLANS
FOR PIPE REQUIRED
BOLLARD GUARD POST
NOT TO SCALE
16"6"3'-0"4'-0"CONCRETE
ONE WRAP
OF 30# ROOFING
FELT
8" DIA CONCRETE-FILLED
STANDARD STEEL BOLLARD
EXISTING
GRADE 4"RNOT TO SCALE
2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)
(SPWEA240B) (2360)
SUBGRADE PREPARATION (2112) (INCIDENTAL)
6" AGGREGATE BASE, CL 5 (SPEC 2211) (INCIDENTAL)
BITUMINOUS TRAIL PATCH - TYPICAL SECTION
GREAT NORTHERN TRAIL
NOT TO SCALE
2.0" TYPE SP 12.5 WEARING COURSE, (SPWEA240B) (SPEC 2360)
2.0" TYPE SP 12.5 NON WEARING COURSE, (SPNWB230B) (SPEC 2360)
SUBGRADE PREPARATION (2112) (INCIDENTAL)
BITUMINOUS TACK COAT (SPEC 2357) (INCIDENTAL)
12" AGGREGATE BASE, CL 5 (SPEC 2211) (INCIDENTAL)
BITUMINOUS ROAD PATCHING - TYPICAL SECTION
COUNTY ROAD 33 - RANCH ROAD
CONCRETE PAVEMENT
NOT TO SCALE
7" CONCRETE PAVEMENT (2531)
4" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL)
SUBGRADE PREPARATION (2112) (INCIDENTAL)
BITUMINOUS TACK COAT (SPEC 2357) (INCIDENTAL)
2.0" TYPE SP 12.5 WEARING COURSE, (SPWEA240B) (SPEC 2360)
6"
SANITARY SEWER SERVICE RISER,
NEW CONSTRUCTION
NOT TO SCALE
FLOW
NOTES:
1. SADDLES, BENDS AND PIPE
SIZES AS REQUIRED BY
PLANS AND SPECS
2. INSTALL TRACER WIRE AS
DETAILED IN THE SPECIFICATIONS
8" HDPE SANITARY SEWER PIPE
8" X 4" SADDLE
45° BEND
RISER ON UNDISTURBED
TRENCH WALL
SEWER SERVICE SLOPE
REQUIREMENTS
OPTIMUM 2.0%-MAX 10.0%
2"X2" WOOD
MARKER
(INCIDENTAL)
2"X4" WOOD
MARKER 4'
MIN ABOVE
GRADE PAINTED GREENUTILITYEASEMENTLINER/W LINEFINISHED
SURFACE
4" PLUG
TRACER WIRE
BEND AS REQUIRED
(45° MAX PER BEND)
1/2"x24" STEEL
LOCATING ROD
(INCIDENTAL)
1 CO - 1 03/23/2021
I = 928.75
1
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