Attachment_3-BASE_Foundation_Drawings.pdf

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Humboldt-Toiyabe NF-Bridgeport Warehouse Construction
Solicitation number
12026118R0007
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Attachment 3-BASE Item Foundation Drawings

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BPWH_Clarification_2.docx DOCX document
Amendment__2.pdf PDF
BPWH_Clarifications.docx DOCX document
Amendment__1.pdf PDF
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Attachment_5-Option_2-6_Drawings.pdf PDF
Attachment_1-Wage_Determination.pdf PDF
Attachment_2-Specifications.pdf PDF
R0007.pdf PDF
Attachment_4-Option_1_Building_Erection_Drawings.pdf PDF

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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

E N

G I N

E

E N

G I N

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9'-5" 9'-5"

19'-4"

WH

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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