Attachment_3-BASE_Foundation_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- 12026118R0007
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Attachment 3-BASE Item Foundation Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| BPWH_Clarification_2.docx | DOCX document | |
| Amendment__2.pdf | ||
| BPWH_Clarifications.docx | DOCX document | |
| Amendment__1.pdf | ||
| Attachment_6-Past_Performance_Questionnaire.pdf | ||
| Attachment_5-Option_2-6_Drawings.pdf | ||
| Attachment_1-Wage_Determination.pdf | ||
| Attachment_2-Specifications.pdf | ||
| R0007.pdf | ||
| Attachment_4-Option_1_Building_Erection_Drawings.pdf |
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Text version
Base Bid – Foundation Construction
Notes:
Work in this option includes the foundation and 6” slab (described on the following pages), the 5’x40’ concrete pathway, and the 30’x60’ concrete pad on the southeast side of the proposed building (both shown on the Sheet C-3 of the site plan drawings). Site work will be completed under Option 2, and will include bringing the grades to within one foot of final subgrade elevations within the concrete and foundation footprint. Aggregate purchase and placement for elevations within the top foot of subgrade will be included in this base bid item.
Contractor shall include rough-ins and stub-ups under this bid item. See building layout on the following pages for water service entry and ABS sewer utility connections. Contractor shall also block out the foundation wall for exterior doors.
Provide for and access to a concrete-encased electrode per 2017 NEC 250.52 in the footings located at the proposed electrical service location, the southeast corner footing (see following Sheet F-2, Detail F4 Corner Footing Detail).
See Detail B on the following Sheet F2, Thickened Slab Edge Detail: to accommodate for frost depth, the slab edge depth for the entire perimeter shall be extended to 3.5 feet deep.
Reinforcing steel is not required below the 2 foot depth shown on the drawing details.
The contractor shall be responsible for placing a Plastic Vapor Retarder according to the following:
o ASTM E 1745, Class C, or polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25
mm) thick. Include manufacturer's recommended adhesive or pressure-sensitive joint tape.
o Basis of Design Product: Raven Industries, Vapor Block Plus 20 or approved equal.
All concrete placed shall meet 3,500 P.S.I. strength.
Attachment #3-Solicitation No.:12026118R0007
8'-0
15'-0
24'-0"
20'-0"
12'x14' OVERHEAD DOOR
STAIRWELL TO
UPPER MEZZANINE
KITCHEN COUNTERTOP
STORAGE
OFFICE
OFFICE
OFFICE
MEN'S
RESTROOM
WOMEN'S
RESTROOM
PROGRAM
STORAGE
UTV/SNOWMOBILE STORAGE
SAW SHOP W/
HARDWALL
ENGINE BAY STORAGE WITH CHAIN LINK FENCE SPACE SEPARATIONOFFICE SPACE
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9'-5" 9'-5"
19'-4"
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WATER
SERVICE
ENTRY
PROGRAM
STORAGE
PROGRAM
STORAGE
6"
20'-4"
SHOWER
SHOWER
FRIDGE
DRY
WASH
SINK
ICE
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
5/7 /18
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INTERMOUNTAIN REGION
BRIDGEPORT
WAREHOUSE
HUMBOLDT TOIYABE
NATIONAL FOREST
BRIDGEPORT RANGER DISTRICT
FLOOR PLAN
J BURGE
SMHW
D. JEPPSEN
P1.01 X X
***DRAFT FLOOR PLAN ONLY. THE INTENTION OF THIS PAGE IS TO GIVE
THE CONTRACTOR AN IDEA OF ROUGH-IN AND STUB-UP LOCATIONS.
Attachment #3-Solicitation No.:12026118R0007
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