Att C_Vault Toilet Details (230413).pdf
PDF 469 KB Posted
- Attached to
- Kentuck Lake Camp Ground Upgrades Federal contract opportunity
- Solicitation number
- 12445523R0024
- Issued by
- Department of Agriculture Forest Service
About this file
This document contains construction drawings detailing site preparation, backfilling, and concrete work requirements for single and double vault toilet installations. The drawings specify minimum dimensions and slopes for excavations, aggregate base and topsoil placement, and concrete slab and sidewalk construction. Reinforcing bar sizes and spacing are provided for slab and sidewalk pours. Connection details are shown for doweling vault structures to concrete slabs. Contraction and expansion joint requirements are outlined for concrete flatwork. Seeding and final grading of disturbed soils are noted.
The related federal contract opportunity is a solicitation from the USDA Forest Service seeking upgrades to campground facilities at Kentuck Lake. The drawings provide construction specifications relevant to replacing or installing new vault toilets as part of the campground improvements solicited.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amd 02 12445523R0024 (230721).pdf | ||
| Amd 01 12445523R0024 (230705).pdf | ||
| Att D_Specifications (230321).pdf | ||
| Att A_Schedule of Items (230613).xlsx | XLSX spreadsheet | |
| Sol_12445523R0024.pdf | ||
| Att E_Wage Rates (230609).pdf | ||
| Att B_Plans (230209).pdf |
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Text version
1-1 SITE BACKFILL AND FINAL GRADING REQUIREMENTS
INSTALLED SINGLE VAULT TOILET
M
I N
1' MIN
14'-7"
16'-7" MIN
1' MIN
M
I N
8'-6" MIN
6'-6"
M
I N
M
I N
3" MIN TOPSOIL
GRADE TO DRAIN
AWAY FROM BUILDING
1' MIN AGGREGATE BASE
COMPACTED 6" LIFTS
EXCAVATION BACKFILL
MATERIAL - COMPACTED
UNDISTURBED
MATERIAL
RESEED AND MULCH
DISTURBED SOILS
SAND LEVELING COURSE
PER MANUFACTURER SPEC
1-2 SITE BACKFILL AND FINAL GRADING REQUIREMENTS
INSTALLED DOUBLE VAULT TOILET
3" MIN TOPSOIL
GRADE TO DRAIN
AWAY FROM BUILDING
1' MIN AGGREGATE BASE
COMPACTED 6" LIFTS
EXCAVATION BACKFILL
MATERIAL -COMPACTED
UNDISTURBED
MATERIAL
RESEED AND MULCH
DISTURBED SOILS
1' MIN
M
I N
M
I N
16'-4" MIN
13'-6"
13'-11"
MIN
11'-11"
M
I N
M
I N
1' MIN
SAND LEVELING COURSE
PER MANUFACTURER SPEC
1-3 TYPICAL VAULT ABANDONED IN PLACE
3" MIN TOPSOIL
GRADE TO MATCH EXISTING
EXCAVATION BACKFILL MATERIAL
COMPACTED
UNDISTURBED
MATERIAL
RESEED AND MULCH
DISTURBED SOILS
VAULT WALLS
REMOVED TO 2'
BELOW GRADE MIN
DRILLED OR PUNCHED HOLES
TO DRAIN VAULT IN PLACE
ABANDONED EXISTING VAULT
ABOVE-GROUND STRUCTURE REMOVED
CONTENTS PUMPED AND DISPOSED
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/1 0/2
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EASTERN REGION
VAULT TOILET
REPLACEMENTS
CHEQUAMEGON-NICOLET
NATIONAL FOREST
LAKEWOOD-LAONA, EAGLE
RIVER-FLORENCE, MEDFORD-PARK
FALLS, AND WASHBURN DISTRICTS
VAULT DETAILS
02/10/2021
T.LEM C-25
026 027
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2-2 TYPICAL CONCRETE APRON DOUBLE VAULT TOILET
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
14'-4"
X X X X X X X X X X X X X X
X X X X X X X X X X X X X X
X X X X X X X X X X X X X X
SECTION A-A
A
A
X X X
#3 REBAR MID-DEPTH
SLOPE: 0.5% TO 2.0%
SLOPE:
0.5% TO 2.0%
1'-2"
1'-2"
INSTALLED DOUBLE VAULT FOUNDATION FRONT
DOWELED TO SLAB; SEE DETAIL 2-4
INSTALLED
VAULT STRUCTURE
1'-6"
MAX
BAR
SPACE
M
A X
B E
T W
E E
N
M E
M B
E R
S
RESEED AND MULCH
DISTURBED SOILS2" MAX 2" MAX
COMPACTED SUBGRADE
COMPACTED GRAVEL FILL
CENTER SIDEWALK JOINT
WITH SLAB UNLESS
OTHERWISE NOTED
2-1 TYPICAL CONCRETE APRON SINGLE VAULT TOILET
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
X X
X
12'-7"
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X
A
A
SLOPE:
0.5% TO 2.0%
1'-1"
1'-1"
1'-6"
MAX
BAR
SPACE
M
A X
B E
T W
E E
N
M E
M B
E R
S
CENTER SIDEWALK JOINT
WITH SLAB UNLESS
OTHERWISE NOTED
VAULT ACCESS
HATCH AND VENT AREA
5' MAX BETWEEN 1" DEEP
CONTRACTION JOINTS
PLACED SYMMETRICALLY
5' MAX BETWEEN 1" DEEP
CONTRACTION JOINTS
PLACED SYMMETRICALLY
#3 REBAR
#3 REBAR
INSTALLED SINGLE VAULT FOUNDATION FRONT
DOWELED TO SLAB; SEE DETAIL 2-4
2' MAX
BETWEEN
DOWEL
BARS
2' MAX
BETWEEN
DOWEL
BARS
NOTE: SHALL BE
ABA COMPLIANT
NOTE: SHALL BE
ABA COMPLIANT
PROVIDE
BROOM FINISH
PROVIDE
BROOM FINISH
X X X X
X X
X X
X X
X X
X X
X X
X X
X X
SLOPE: 0.5% MIN - 2.0% MAX
COMPACTED SUBGRADE
COMPACTED GRAVEL FILL
#3 REBAR MID-DEPTH
2" MAX
2" MAX
5' MAX BETWEEN 1" DEEP
CONTRACTION JOINTS
25' MAX BETWEEN 3/8"
EXPANSION JOINTS
1'-6" MAX
BETWEEN
MEMBERS
1'-6" MAX
EXPANSION
JOINT TO
MEMBERS
B
B
SECTION B-B
2-3 TYPICAL CONCRETE SIDEWALK CONSTRUCTION
#3 REBAR
RESEED AND MULCH
DISTURBED SOILS
RUNNING SLOPE NOT TO EXCEED 1:20
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X
X X
X X
2" MAX
INSTALLED SINGLE VAULT FOUNDATION FRONT
NOTE: SHALL BE
ABA COMPLIANT
NOTE: SHALL BE
3/8" EXPANSION JOINT
AT ALL JOINTS WITH
EXISTING PAVEMENT
AND BOUNDING ALL
SIDEWALK CURVES.
PROVIDE
BROOM FINISH
X X
X X X
1' MIN
VAULT STRUCTURE
FOUNDATION
2-4 TYPICAL DOWEL TO VAULT STRUCTURE
MAIN SLAB #3 REBAR
6"
X X
DOWEL CONNECTIONS
#5 REBAR 12" MIN; MID-DEPTH OF SLAB SET LEVEL
24" MAX SPACING BETWEEN BARS
MAIN SLAB
DOWEL INTERIOR COATED
WITH ANCHORING EPOXY
EXPANSION JOINT MATERIAL
BETWEEN STRUCTURE AND SLAB
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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EASTERN REGION
VAULT TOILET
REPLACEMENTS
CHEQUAMEGON-NICOLET
NATIONAL FOREST
LAKEWOOD-LAONA, EAGLE
RIVER-FLORENCE, MEDFORD-PARK
FALLS, AND WASHBURN DISTRICTS
CONCRETE DETAILS
02/10/2021
T.LEM C-26
027 027
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