LEACHATE_9M
Ts TsSPAN TbTtRISEAs5
As7
As2
As1As4
As8
As3
As5
As6
As6
As6
As5
NO. 3 HAUNCH BARS
@ 1'-0" SPACING (TYP.)
X
M
Ts TsSPAN TbTtRISEAs5
As7
As2
As1As4
As8
As3
As5
As6
As6
As6
As5
NO. 3 HAUNCH BARS
@ 1'-0" SPACING (TYP.)
X
VALVE VAULT 9 & 13 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" THICK
CONCRETE SLAB W/ #5 @12"
OC, EW, EF, TYP
3/4" CHAMFER, TYP
1
1
1'-0" THICK MIN. COMPACTED
SELECT GRANULAR BORROW
COMPACT EXISTING
SUBGRADE SOILS
BASE SLAB
WALL
BASE SLAB
WALL
PREFORMED JOINT SEALANT
JOINT DRYPACK GROUT EXTERNAL JOINT WRAP
PREFORMED JOINT SEALANT
JOINT 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.
A LIFT STATION 2 - METERING VAULT 13 REINFORCING PLAN
1/2" = 1'-0"
B LIFT STATION 1 GENERATOR PAD DETAIL
NOT TO SCALE
SHEET
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY 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. 2019, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\C3D\115896_S_BASE_N1.dwg 3/1/2019 4:00:17 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
REVISION 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
Eric Leagjeld
40430 03/01/2019
ELK RIVER LANDFILL INC.
WASTE WATER FORCEMAIN
EL
EL
KFB
R16.115896 46STRUCTURAL DETAILS
8
B JOINT DETAIL
NOT TO SCALE
A LIFT STATION 1 - VALVE VAULT 9 REINFORCING PLAN
1/2" = 1'-0"
10.99"
12" Containment Pipe
6" Force main
DIM FROM TOP OF CONTAINMENT PIPE TO INVERT: 12"/6"
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020