WINDSORSEWER_6M
Ts TsSPAN TbTtRISEAs5
As7
As2
As1As4
As8
As3
As5
As6
As6
As6
As5
NO. 3 HAUNCH BARS
@ 1'-0" SPACING (TYP.)
X
VALVE VAULT REINFORCING
SIZE f'c (P.S.I)
DIMENSIONS WELDED WIRE REINFORCEMENT SHEAR REINFORCEMENT TOP AND
BOTTOM OF BARRELAs1As2As3As4As5As6As7As8
SPAN (FT.)RISE (FT.)Tt (IN.)Tb (IN.)Ts (IN.)AREA
(IN.2/FT.)
M (FT.)AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
AREA
(IN.2/FT.)
MAX. SPG.
(IN.)
X (IN.)
14'-0" x
6'-0"5000 14 6 12 12 12 1.06 4'-6"1.06 1.06 1.06 0.46 0.46 0.29 0.29 0.09 4 16
ANCHOR BOLTS. VERIFY SIZE & LOCATION WITH GENERATOR SUPPLIER 5'-6" X 10'-9" X 1'-0" THICKCONCRETE SLAB W/ #5 @12"OC, EW, EF, TYP
3/4" CHAMFER, TYP
1
1
1'-0" THICK MIN. COMPACTEDSELECT GRANULAR BORROW
COMPACT EXISTINGSUBGRADE SOILS
BASE SLAB
WALL
BASE SLAB
WALL
PREFORMED JOINT SEALANT
JOINT DRYPACK GROUT EXTERNAL JOINT WRAP
PREFORMED JOINT SEALANTJOINT DRYPACK GROUT EXTERNAL JOINT WRAP
PREFORMED JOINT SEALANT
JOINT DRYPACK GROUT EXTERNAL JOINT WRAP
GENERAL NOTES:
·1 1/2" MIN AND 2" MAX CONCRETE COVER ON ALL
REINFORCEMENT
·REINFORCEMENT AREA BASED GRADE 60 REINFORCEMENT.
WELDED WIRE FABRIC MAY BE USED IN PLACE OF
REINFORCEMENT. ADJUST AREA OF REINFORCEMENT BASED ON
RATIO OF YIELD STRENGTHS.
B LIFT STATION GENERATOR PAD DETAIL
NOT TO SCALE
LIFT STATION STRUCTURAL DETAILS
6
B JOINT DETAIL
NOT TO SCALE
A LIFT STATION - VALVE VAULT REINFORCING PLAN
1/2" = 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\C3D\122405_S_BASE_N1.dwg 9/17/2020 10:18:38 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
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