GMNF Rochester Fleet Garage_Plans.pdf
PDF 3 MB Posted
- Solicitation number
- 12445526Q0035
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a plan set for a Fleet Garage construction project at the Rochester Ranger District Office, Green Mountain National Forest, located at 99 Ranger Road, Rochester, Vermont. The project consists of architectural, civil, site, and electrical plans for construction of a pre-fabricated, open-sided garage structure measuring 84 feet long by 30 feet wide with a 10-foot minimum ceiling height. The base bid includes an unfinished, open garage with concrete slab flooring and overhead garage doors, while an optional bid includes an open shed section with gravel flooring and columns. Both configurations feature horizontal metal lap-siding in barn red matching the existing workshop, vertical seam metal roofing in galvalume, minor retaining walls, a paved concrete apron, and underground electrical service extending from the existing mechanical room in the workshop. The project involves site work including removal of an existing shed, installation of a 12-inch HDPE culvert with flared end section, extension of new pavement to the existing workshop, and creation of gravel access areas. The site must maintain existing parking lot access and accommodate ongoing Forest Service operations.
The structural plans specify that the contractor shall provide a pre-fabricated building meeting the intent of the drawings, designed to local, state, and federal codes with stamped shop drawings and calculations by a Vermont-licensed engineer or architect. Design loads include 108 PSF ground snow load and 100 MPH basic wind speed with Exposure Category C, with assumed soil bearing capacity of 3,000 PSI. Foundations may be cast-in-place, pre-cast, or helical piers as appropriate to site conditions. Site-related notes require contractors to coordinate utility locations through DIG SAFE, implement comprehensive erosion and sediment control measures with pre-construction submittals, maintain all existing utilities, protect pavement and structures from damage, and maintain Forest Service access throughout construction. All demolition, removal, electrical trench work, culvert installation, and building/foundation construction shall be compensated under Division 13, with temporary erosion control measures to be removed and disposed of at contractor expense upon project completion.
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Text version
SHEET OF001 012
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATEFOREST SUPERVISOR
DATE
2/3 /26
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INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET 2/4/2026
2 NOTES 2/4/2026
3 EXISTING PLAN 2/4/2026
4 SITE PLAN (BASE BID) 2/4/2026
5 SITE PLAN (OPTIONAL BID) 2/4/2026
6 SITE DETAILS 2/4/2026
7 BUILDING PLAN (BASE BID) 2/4/2026
8 BUILDING PLAN (OPTIONAL BID) 2/4/2026
9 BUILDING ELEVATIONS (BASE BID) 2/4/2026
10 BUILDING ELEVATIONS (OPTIONAL BID) 2/4/2026
11 BUILDING DETAILS 2/4/2026
12 ELECTRICAL PLAN 2/4/2026
FLEET GARAGE
STATE OF VERMONT
WINDSOR COUNTY
R-09 EASTERN REGION
GREEN MOUNTAIN NATIONAL FOREST
ROCHESTER RANGER DISTRICT
PROJECT LOCATION MAP
PROJECT LOCATION:
ROCHESTER, VERMONT
TRAVEL DIRECTIONS: PROJECT IS LOCATED AT 99 RANGER ROAD, ROCHESTER, VT 05767
ROCHESTER RANGER DISTRICT OFFICE
PROJECT
LOCATION
United States Department of Agriculture Forest Service
TO MIDDLEBURY
TO BRANDON
TO
U
S R
O U
TE
KI
LL
IN
G
TO
N
SILT FENCE
NOT TO SCALE
PLACE 4" OF FABRIC
ALONG TRENCH AWAY
FROM PROTECTED
AREA. BACKFILL AND
COMPACT
5'
MAX.
TOP OF
GROUND
FLOW
WORK
AREA
M I N
SILT FENCE
FASTENED TO FENCE
MESH WITH WIRE TIES
3"X3"X5' WOOD
POSTS, 5' O.C.
WIRE MESH FENCE
FABRIC W/4" X 4"
OPENINGS. FASTEN TO
POSTS WITH STAPLES
(6 STAPLES/POST MIN.)
PROTECTED
AREA
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/3 /26
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(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
NOTES
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
G-02
012002
EXISTING CONDITIONS:
1. TOPOGRAPHIC SURVEY INFORMATION BASED ON AUGUST 2017 SURVEY DATA BY FOREST SERVICE STAFF.
ELEVATION DATUM IS ASSUMED.
2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES SHOWN ON THE SITE DRAWINGS ARE BASED ON
AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE, AND ELEVATION OF ALL UTILITIES WITHIN THE PROJECT AREA PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES AND DIG SAFE AT
1-888-344-7233 OR 811 OR www.digsafe.com TO DETERMINE LOCATION OF EXISTING UTILITIES PRIOR TO ANY GROUND
DISTURBING ACTIVITIES.
3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO MINIMIZE AND RESTORE ALL CONSTRUCTION
IMPACTS. EXTERIOR WORK SHALL INCLUDE ALL REQUIRED SOIL EROSION AND CONTROL MEASURES REQUIRED TO
MINIMIZE IMPACTS TO SOIL, GROUND VEGETATION AND STORM DRAINAGE PROCESSES. THE CONTRACTOR SHALL
MEET ALL REGULATORY REQUIREMENTS FOR SOIL EROSION AND STORM WATER MANAGEMENT. CONSTRUCTION
OPERATIONS SHALL INCLUDE ALL TEMPORARY MEASURES NECESSARY TO LIMIT DAMAGE. IMPACTED AREAS
SHALL BE RESTORED TO THEIR PRE WORK CONDITION.
4. EXISTING PAVEMENT AND OTHER IMPROVEMENTS SHALL BE PROTECTED FROM DAMAGE BY HEAVY EQUIPMENT OR
OTHER CONTRACTOR OPERATIONS. PRIOR TO MOVING ANY EQUIPMENT ON SITE, THE CONTRACTOR SHALL
SUBMIT IN WRITING THEIR PAVEMENT PROTECTION PROCEDURES TO THE COR FOR REVIEW AND APPROVAL.
SITE DEMOLITION AND REMOVAL WORK:
1. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND
FACILITIES TO REMAIN.
2. PROTECT FROM DAMAGE ALL EXISTING PHYSICAL FEATURES NOT INDICATED OR REQUIRED TO BE REMOVED FOR
THE WORK. PROTECT FROM DAMAGE ALL EXISTING PHYSICAL FEATURES ON THE SITE THAT ARE OUTSIDE THE
CONSTRUCTION AREA.
3. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS AND TRASH. DO NOT ALLOW DEBRIS TO ACCUMULATE ON-SITE.
4. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE. PROVIDE
REPLACEMENT AND/OR REPAIR ANY UTILITIES DAMAGED BY THE WORK OF THIS CONTRACT.
5. RESTORE TO THEIR ORIGINAL CONDITION ALL EXISTING PHYSICAL FEATURES DAMAGED BY THE UNAUTHORIZED
ACT OR OMISSION OF THE CONTRACTOR. ORIGINAL CONDITION SHALL MEAN THE CONDITION IN WHICH THE
FEATURE WAS FOUND AT THE START OF THE WORK.
6. ANY WHEELED, TRACKED, OR OTHER EQUIPMENT THAT HAS THE POTENTIAL TO MOVE SOIL OR PLANT DEBRIS
SHALL BE THOROUGHLY CLEANED TO MAKE IT FREE OF SOIL OR PLANT DEBRIS PRIOR TO BEING DELIVERED TO
THE PROJECT SITE AND PRIOR TO LEAVING THE PROJECT SITE. THIS RESTRICTION DOES NOT APPLY TO VEHICLES
THAT ENTER THE SITE ONLY ON SURFACES CONSISTING OF NEW FILL OR FINISHED PAVEMENTS. IT ALSO DOES
NOT APPLY TO VEHICLES PARKED ALONG THE SIDE OF THE ROAD, IF THE VEHICLE WIDTH MAKES IT IMPOSSIBLE TO
STAY ON THE PAVED OR GRAVEL SHOULDER OF THE ROAD.
7. KEEP PROJECT AREA NEAT, ORDERLY, AND IN A SAFE CONDITION AT ALL TIMES. AT THE END OF EACH WORKDAY
THE AREA SHALL BE PICKED UP, TOOLS PUT AWAY AND MATERIALS AND SUPPLIES PROPERLY STOWED.
SITE ACCESS NOTES
1. TAKE MEASURES TO SECURE THE SITE AND PROVIDE SAFE PASSAGE FOR VEHICLES AND PEDESTRIANS AROUND
THE WORK AREA. THE ADMINISTRATIVE SITE WILL BE OCCUPIED BY THE FOREST SERVICE THROUGHOUT THE
PROJECT. ACCESS TO EXISTING FACILITIES (BUILDINGS AND PARKING) SHALL BE MAINTAINED FOR FOREST
SERVICE PERSONNEL, VEHICLES, AND EQUIPMENT. COORDINATE ACCESS WITH COR. SEE SHEET 3 FOR AREAS TO
REMAIN OPEN TO FOREST SERVICE PERSONNEL AND VEHICLES.
2. THE CONTRACTOR SHALL COORDINATE WITH THE COR AND PROVIDE TEMPORARY CONSTRUCTION FENCING, TEMPORARY WALKWAYS OR OTHER MEASURES AS REQUIRED.
UTILITY SERVICE PROVIDER COORDINATION
1. IF REQUIRED, THE CONTRACTOR IS REQUIRED TO COORDINATE WITH UTILITY PROVIDERS FOR ANY WORK THAT
REQUIRES UTILITY COORDINATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FEES REQUIRED BY THE
UTILITY PROVIDERS.
EROSION CONTROL NOTES:
1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENT CONTROL
PLAN WITH A SCHEDULE OF CONSTRUCTION ACTIVITIES. THE PLAN SHALL BE SITE SPECIFIC.
2. THE CONTRACTOR SHALL PHYSICALLY MARK OFF LIMITS OF NECESSARY ONSITE LAND DISTURBANCE WITH TAPE, SILT FENCE, OR OTHER METHODS AND REVIEW WITH WORKERS AND SUBCONTRACTORS SO THAT ALL INDIVIDUALS
CAN SEE THE AREAS TO BE PROTECTED.
3. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED SOIL EXPOSED TO EROSION FROM WIND AND
WATER BY USING VEGETATIVE AND STRUCTURAL CONTROLS AND PROPER TIMING AND SEQUENCING OF
ACTIVITIES.
4. THE CONTRACTOR SHALL DIVERT OFFSITE STORMWATER RUNOFF FROM HIGHLY ERODIBLE AREAS AND STEEP
SLOPES AND CONVEY OFFSITE STORMWATER RUNOFF TO STABLE AREAS. SILT FENCE SHALL BE INSTALLED
ACROSS THE SLOPE, PARALLEL TO CONTOURS, AND TURNED UP AT ENDS. INSTALL NECESSARY EROSION AND
SEDIMENT CONTROL PRACTICES AS WORK TAKES PLACE.
5. THE CONTRACTOR SHALL DESIGNATE THE RESPONSIBILITIES FOR IMPLEMENTING THE EROSION AND SEDIMENT
CONTROL PLAN TO ONE INDIVIDUAL. THE CONTRACTOR SHALL ENSURE THAT ALL WORKERS UNDERSTAND THE
MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN.
6. THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY
ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED.
7. ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE AT THE PERIMETER AND COVERED WITH A BLANKET
OF STRAW MULCH.
8. TEMPORARY EROSION CHECKS SHALL BE INSTALLED AS NECESSARY AND SHALL REMAIN IN PLACE UNTIL
PERMANENT EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE PROJECT MANAGER.
EROSION CHECKS SHALL BE PERIODICALLY INSPECTED TO ENSURE THAT THEY ARE IN GOOD CONDITION AND
THAT AN EXCESSIVE BUILDUP OF SILT AND DEBRIS HAS NOT OCCURRED. NOT WITHSTANDING PERIODIC
INSPECTIONS, EROSION CHECKS SHALL BE INSPECTED BEFORE AND AFTER RAINFALL EVENTS TO INSURE THEY
ARE IN GOOD CONDITION BEFORE RAINFALL AND TO REMOVE EXCESSIVE BUILDUP OF SILT AND DEBRIS AFTER THE
STORM EVENT.
9. AFTER THE PERMANENT EROSION CONTROL MEASURES ARE INSTALLED AND APPROVED BY THE PROJECT
MANAGER, TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AND DISPOSED OF BY THE
CONTRACTOR OFF GOVERNMENT LAND. COST FOR DISPOSAL SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL
BE CONSIDERED INCIDENTAL TO INSTALLATION.
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EXISTING SHED TO BE
REMOVED & DISPOSED
EXISTING SEWER LINE - PROTECT FROM DAMAGE &
RAISE CLEAN OUTS IN PROJECT LIMITS. INSTALL NEW
CAST IRON CLEAN OUTS APPROX. 1" BELOW GRADE.
SITE PLAN
SCALE 1" = 30'
EXISTING ROCHESTER
DISTRICT OFFICE
EXISTING ROCHESTER
WORKSHOP
EXISTING ROCHESTER
STORAGE BARN
EXISTING
PARKING LOT
CONSTRUCTION LIMITS
PROPOSED STAGING
AREA. REMAINING
PARKING LOT AND
ACCESS TO REMAIN
OPEN FOR FS
PERSONNEL & VEHICLES
EXISTING EDGE
OF PAVEMENT
LEGEND
EXISTING
PAVED PARKING LOT
SIDEWALK
MAJOR CONTOURS
MINOR CONTOURS
UNDERGROUND SEWER
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/3 /26
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(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
EXISTING PLAN
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
C-01
012003
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EXISTING ROCHESTER
DISTRICT OFFICE
EXISTING ROCHESTER
WORKSHOP
EXISTING ROCHESTER
STORAGE BARN
PROPOSED ROCHESTER
GARAGE
PROPOSED 12" HDPE
CULVERT WITH FLARED END
SECTION, 80' LONG
OUTLET INVERT 497.50
SEE SHEET C-03 FOR
CULVERT TYPICAL SECTION
PROPOSED PAVED
APRON
EXISTING
PARKING LOT
SITE PLAN
SCALE 1" = 30'
EXTEND ELECTRICAL SERVICE FROM
MECHANICAL ROOM IN WORKSHOP
TO PROPOSED GARAGE. ALL
PENETRATIONS IN EXISTING
WORKSHOP SHALL BE SEALED AND
WATER TIGHT. SEE SHEET C-03 FOR
ELECTRICAL TRENCH DETAILS.
CULVERT WITH
FLARED END SECTION
INVERT 499.00
R25'
EXTEND NEW PAVEMENT
TO EXISTING WORKSHOP
PROPOSED GRAVEL
ACCESS, 9" COMPACTED
SURFACE AGGREGATE
BENCHMARK:
ELEV. 503'
CONCRETE APRON
CORNER
R9'
H
V
H
V
A
P
P
R
O
X
LEGEND
EXISTING
PAVED PARKING LOT
SIDEWALK
MAJOR CONTOURS
MINOR CONTOURS
UNDERGROUND SEWER
PROPOSED
PROJECT LIMITS
MAJOR CONTOURS
MINOR CONTOURS
UNDERGROUND ELECTRIC
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/3 /26
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(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
SITE PLAN
(BASE BID)
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
C-02
012004
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EXISTING ROCHESTER
DISTRICT OFFICE
EXISTING ROCHESTER
WORKSHOP
EXISTING ROCHESTER
STORAGE BARN
PROPOSED ROCHESTER
GARAGE
PROPOSED 12" HDPE
CULVERT WITH FLARED END
SECTION, 80' LONG
OUTLET INVERT 497.50
SEE SHEET C-03 FOR
CULVERT TYPICAL SECTION
PROPOSED PAVED
APRON
SITE PLAN
SCALE 1" = 30'
EXTEND ELECTRICAL SERVICE FROM
MECHANICAL ROOM IN WORKSHOP
TO PROPOSED GARAGE. ALL
PENETRATIONS IN EXISTING
WORKSHOP SHALL BE SEALED AND
WATER TIGHT. SEE SHEET C-03 FOR
ELECTRICAL TRENCH DETAILS.
CULVERT WITH
FLARED END SECTION
INVERT 499.00
R25'
EXTEND NEW PAVEMENT
TO EXISTING WORKSHOP
PROPOSED GRAVEL
ACCESS, 9" COMPACTED
SURFACE AGGREGATE
BENCHMARK:
ELEV. 503'
CONCRETE APRON
CORNER
R9'
H
V
EXISTING
PARKING LOT
H
V
A
P
P
R
O
X
LEGEND
EXISTING
PAVED PARKING LOT
SIDEWALK
MAJOR CONTOURS
MINOR CONTOURS
UNDERGROUND SEWER
PROPOSED
PROJECT LIMITS
MAJOR CONTOURS
MINOR CONTOURS
UNDERGROUND ELECTRIC
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/3 /26
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(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
SITE PLAN
(OPTIONAL BID)
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
C-03
012005
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1'-0" MIN.
M
I N
NEW 12" DIAMATER
HDPE CULVERT
CULVERT TYPICAL SECTION
NOT TO SCALE
BACKFILL
MATERIAL
4" BEDDING
MATERIAL
FINISH GRADE
9" SURFACE AGGREGATE,
COMPACTION METHOD B
(LAWN AREAS TO HAVE 4"
TOPSOIL)
TYPICAL ELECTRICAL TRENCH SECTION
NOT TO SCALE
3" MIN.
M I N
WARNING TAPE
FINISH GRADE
SUITABLE EXCAVATED
MATERIAL
BEDDING
MATERIAL
2" PVC SPARE
2" PVC FOR
ELECTRICAL
SERVICE
IN-SITU SOIL
SUPPORT
CHAIR
4" CONCRETE SLAB,
W/ 4X4 W2.9X2.9
TYPICAL SLAB ON GRADE
SCALE 1" = 2'
1-1/2" X 2" KEYWAY TYP.
CONSTRUCTION JOINT
9" COMPACTED
AGGREGATE BASE
1-1/2" CLEAR
10 MIL - VAPOR BARRIER
WWM LAY IN FLAT SHEETS
CONTINUOUS THROUGH
CONSTRUCTION JOINTS
IN-SITU SOIL OR
SUITABLE EXCAVATED
MATERIAL
1-1/2" SAW CUT - TERMINATE
REINFORCEMENT 3" FROM JOINT
TYPICAL SEWER
CLEANOUT EXTENSION
NOT TO SCALE
FINISH GRADE
EXISTING GROUND
CUT EXISTING CLEANOUT
PIPE, INSTALL COUPLING TO
FIT EXISTING PIPE AND
EXTEND FOR CLEANOUT TO
BE 1" BELOW FINAL GRADE.
INSTALL NEW GENECO
CAST IRON CLEANOUT
WITH PLUG
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/4 /26
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PL
AN
S
ET
_B
AS
E
BI
D.
DW
G;
(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
SITE DETAILS
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
C-04
012006
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UNFINISHED, OPEN GARAGE,
10'-0" MIN. CEILING HEIGHT
MINOR RETAINING
WALL (TYP.)
OVERHEAD GARAGE DOOR,
WITH INSIDE SLIDE LOCK (TYP.)
84'-0"
PLAN VIEW
SCALE 1" = 10'
5'-0"
CONCRETE
APRON (TYP.)
CONTROL
JOINTS (TYP.)
CONCRETE SLAB
SEE SHEET C-03
FOR SLAB DETAILS.
GRAVEL
PARKING
FIRE EXTINGUISHER, 10LB, 3A:40B:C,
PROVIDE WALL MOUNT BRACKET 4'-0" A.F.F.
REBAR AT RE-ENTRANT CORNERS
TYPICAL AT OPENINGS
PAVED APRON
STRUCTRUAL NOTES:
1. THESE DRAWINGS ARE TO SHOW THE INTENT OF THE BUILDING CONFIGURATION, DIMENSIONS, AND STYLE. CONTRACTOR SHALL PROVIDE A PRE-FABRICATED BUILDING THAT MEETS THE
INTENT OF THESE DRAWINGS. CONTRACTOR SHALL DESIGN THE BUILDING AND FOUNDATION TO
MEET LOCAL, STATE, AND FEDERAL CODES. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
FOR THE BUILDING AND FOUNDATIONS THAT ARE STAMPED BY A STATE OF VERMONT LICENSED
ENGINEER OR ARCHITECT. CONTRACTOR SHALL ALSO SUBMIT DESIGN CALCULATIONS.
2. THE PRE-FABRICATED BUILDING FRAMING/RAFTERS/HEADERS/COLUMNS, ETC MAY BE METAL OR
WOOD FRAMED. THE EXTERIOR SHALL HAVE A SIMILAR APPEARANCE TO THAT OF EXISTING
ROCHESTER WORKSHOP. EXTERIOR SIDING AND ROOFING SHALL HAVE A SIMILAR APPEARANCE
TO THE WORKSHOP AS SPECIFIED ON THESE DRAWINGS. EXTERIOR SIDING COLOR SHALL
MATCH THE EXISTING WORKSHOP COLOR.
3. THE FOUNDATIONS MAY BE CAST-IN-PLACE, PRE-CAST, HELICAL PIERS OR ANOTHER
ALTERNATIVE. THE FOUNDATIONS SHALL BE COMPATIBLE WITH THE SITE AND BUILDING
DETAILS SPECIFIED ON THESE PLANS.
4. ALL WORK FOR DESIGN, FABRICATION, DELIVERY, INSTALLATION, AND CONSTRUCTION
OF THE BUILDING AND FOUNDATION SHALL BE PAID FOR UNDER DIVISION 13.
5. DESIGN LOADS:
SNOW: GROUND SNOW LOAD, PG = 108 PSF
WIND: BASIC WIND SPEED, V = 100 MPH
EXPOSURE CATEGORY = C
ASSUMED BEARING CAPACITY OF SOIL= 3000 PSI
3' X 7' PEDESTRIAN DOOR
WITH WP TRIOLOGY LOCK,
TAPER PROOF HINGES,
DOOR CLOSURE DEVICE,
AND LATCH GAURD (TYP.)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/4 /26
:2
3 D
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ID
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\D
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BU
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UC
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BU
IL
DI
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SF
AC
IL
IT
IE
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RO
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ES
TE
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OF
FI
CE
\F
LE
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G
AR
AG
E\
PL
AN
S
ET
_B
AS
E
BI
D.
DW
G;
(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
BUILDING PLAN
(BASE BID)
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
A-01
012007
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UNFINISHED, OPEN GARAGE,
10'-0" MIN. CEILING HEIGHT
OPEN SHED
10'-0" MIN. CEILING HEIGHT
MINOR RETAINING
WALL (TYP.)
OVERHEAD GARAGE DOOR,
WITH INSIDE SLIDE LOCK (TYP.)
84'-0"
PLAN VIEW
SCALE 1" = 10'
5'-0"
CONCRETE
APRON (TYP.)
CONTROL
JOINTS (TYP.)
CONCRETE SLAB
SEE SHEET C-03
FOR SLAB DETAILS.
GRAVEL
FLOOR
FIRE EXTINGUISHER, 10LB, 3A:40B:C,
PROVIDE WALL MOUNT BRACKET 4'-0" A.F.F.
REBAR AT RE-ENTRANT CORNERS
TYPICAL AT OPENINGS
PAVED APRON
STRUCTRUAL NOTES:
1. THESE DRAWINGS ARE TO SHOW THE INTENT OF THE BUILDING CONFIGURATION, DIMENSIONS, AND STYLE. CONTRACTOR SHALL PROVIDE A PRE-FABRICATED BUILDING THAT MEETS THE
INTENT OF THESE DRAWINGS. CONTRACTOR SHALL DESIGN THE BUILDING AND FOUNDATION TO
MEET LOCAL, STATE, AND FEDERAL CODES. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
FOR THE BUILDING AND FOUNDATIONS THAT ARE STAMPED BY A STATE OF VERMONT LICENSED
ENGINEER OR ARCHITECT. CONTRACTOR SHALL ALSO SUBMIT DESIGN CALCULATIONS.
2. THE PRE-FABRICATED BUILDING FRAMING/RAFTERS/HEADERS/COLUMNS, ETC MAY BE METAL OR
WOOD FRAMED. THE EXTERIOR SHALL HAVE A SIMILAR APPEARANCE TO THAT OF EXISTING
ROCHESTER WORKSHOP. EXTERIOR SIDING AND ROOFING SHALL HAVE A SIMILAR APPEARANCE
TO THE WORKSHOP AS SPECIFIED ON THESE DRAWINGS. EXTERIOR SIDING COLOR SHALL
MATCH THE EXISTING WORKSHOP COLOR.
3. THE FOUNDATIONS MAY BE CAST-IN-PLACE, PRE-CAST, HELICAL PIERS OR ANOTHER
ALTERNATIVE. THE FOUNDATIONS SHALL BE COMPATIBLE WITH THE SITE AND BUILDING
DETAILS SPECIFIED ON THESE PLANS.
4. ALL WORK FOR DESIGN, FABRICATION, DELIVERY, INSTALLATION, AND CONSTRUCTION
OF THE BUILDING AND FOUNDATION SHALL BE PAID FOR UNDER DIVISION 13.
5. DESIGN LOADS:
SNOW: GROUND SNOW LOAD, PG = 108 PSF
WIND: BASIC WIND SPEED, V = 100 MPH
EXPOSURE CATEGORY = C
ASSUMED BEARING CAPACITY OF SOIL= 3000 PSI
3' X 7' PEDESTRIAN DOOR
WITH WP TRIOLOGY LOCK,
TAPER PROOF HINGES,
DOOR CLOSURE DEVICE,
AND LATCH GAURD (TYP.)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/3 /26
:5
3 D
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ID
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ON
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ON
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BU
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BU
IL
DI
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SF
AC
IL
IT
IE
S\
RO
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ES
TE
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OF
FI
CE
\F
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ET
G
AR
AG
E\
PL
AN
S
ET
_O
PT
IO
NA
L
BI
D.
DW
G;
(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
BUILDING PLAN
(OPTIONAL BID)
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
A-02
012008
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SOUTH ELEVATION
SCALE 1" = 10'
NORTH ELEVATION
SCALE 1" = 10'
WEST ELEVATION (EAST SIMILIAR)
SCALE 1" = 10'
PROPOSED ROCHESTER GARAGE
(PRE-FABRICATED BUILDING)
HORIZONTAL METAL LAP-SIDING, MIN. 24 GUAGE
(APPROX 6" LAP EXPOSURE). BARN RED TO MATCH
WORKSHOP. (SIMILAR APPEARANCE
TO CLAPBOARD SIDING ON WORKSHOP).
M
I N
84'-0"
VERTICAL SEAM METAL ROOF, MIN 24 GAUGE (2' RIB
SPACING). GAVLALUME TO MATCH WORKSHOP (SIMILAR
APPEARANCE TO WORKSHOP ROOF).
30'-0" 18'-0"
FOOTING MIN. DEPTH 5'
BELOW GRADE (TYP.)
(FOOTINGS BY OTHERS).
MINOR RETAINING WALL (PRE-CAST REDI-ROCK
BLOCKS OR APPROVED EQUAL, SEE PRODUCT DATA
SHEETS). EMBED MIN. 1' BELOW INTERIOR GRADE
10'X10' OVERHEAD
GARAGE DOOR (TYP.)
COLOR TO MATCH SIDING
PAVED APRON
GRAVEL
ACCESS
METAL, WHITE TRIM TO
MATCH WORKSHOP (TYP.)
GRAVEL PARKING
MATCH EXISTING
GROUND
MATCH EXISTING
PAVEMENT
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
M A
X
H
I E
G H
T
EXPOSED CONCRETE
3' X 3'
NON-OPERABLE
WINDOW
FROSTED GLASS
(TYP.)
3' X 7' METAL DOOR, HALF-LITE
WITH FROSTED GLASS (TYP.)
TOP SLAB
ELEV. 503
ELEV. 500
ELEV. 501
GUTTER ON NORTH SIDE
ONLY WITH DOWNSPOUTS
ON EACH END
GUTTER (NORTH ONLY) & DOWNSPOUT (TYP.)
RUN-OUT ONTO GRASS
RIDGE VENT OR 3" FOIL-FACED
ROOF INSULATED BLANKET (R10).
VENT SHALL HAVE INSECT SCREENS.
MINOR RETAINING
WALL (TYP.)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/4 /26
:2
6 D
AV
ID
PD
ON
AH
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C
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\D
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ID
PD
ON
AH
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BU
IL
DI
NG
SS
TR
UC
TU
RE
S\
BU
IL
DI
NG
SF
AC
IL
IT
IE
S\
RO
CH
ES
TE
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OF
FI
CE
\F
LE
ET
G
AR
AG
E\
PL
AN
S
ET
_B
AS
E
BI
D.
DW
G;
(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
BUILDING
ELEVATIONS
(BASE BID)
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
A-03
012009
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SOUTH ELEVATION
NORTH ELEVATION
SCALE 1" = 10'
WEST ELEVATION (EAST SIMILIAR)
SCALE 1" = 10'
PROPOSED ROCHESTER GARAGE
(PRE-FABRICATED BUILDING)
HORIZONTAL METAL LAP-SIDING, MIN. 24 GUAGE
(APPROX 6" LAP EXPOSURE). BARN RED TO MATCH
WORKSHOP. (SIMILAR APPEARANCE
TO CLAPBOARD SIDING ON WORKSHOP).
84'-0"
VERTICAL SEAM METAL ROOF, MIN 24 GAUGE (2' RIB
SPACING). GAVLALUME TO MATCH WORKSHOP (SIMILAR
APPEARANCE TO WORKSHOP ROOF).
30'-0" 18'-0"
48'-0"
FOOTING MIN. DEPTH 5'
BELOW GRADE (TYP.)
(FOOTINGS BY OTHERS).
MINOR RETAINING WALL (PRE-CAST REDI-ROCK
BLOCKS OR APPROVED EQUAL, SEE PRODUCT DATA
SHEETS). EMBED MIN. 1' BELOW INTERIOR GRADE
10'X10' OVERHEAD
GARAGE DOOR (TYP.)
COLOR TO MATCH SIDING
COLUMNS (TYP.)
PAVED APRON
GRAVEL
ACCESS
METAL, WHITE TRIM TO
MATCH WORKSHOP (TYP.)
GRAVEL FLOOR
MATCH EXISTING
GROUND
MATCH EXISTING
PAVEMENT
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
MATCH EXISTING
GROUND
M A
X
H
I E
G H
T
OPEN SHED
M
I N
10'-0" (MIN.)
FOLLOW ROOF LINE
OPEN SHED
(BACK WALL SIDING SHOWN)
EXPOSED CONCRETE
3' X 3' NON-OPERABLE WINDOW
FROSTED GLASS (TYP.)
3' X 7' METAL DOOR, HALF-LITE
WITH FROSTED GLASS (TYP.)
TOP SLAB
ELEV. 503
ELEV. 500
FLOOR
ELEV. 501
GUTTER ON NORTH SIDE
ONLY WITH DOWNSPOUTS
ON EACH END
GUTTER (NORTH ONLY) & DOWNSPOUT (TYP.)
RUN-OUT ONTO GRASS
RIDGE VENT OR 3" FOIL-FACED
ROOF INSULATED BLANKET (R10).
VENT SHALL HAVE INSECT SCREENS.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/4 /26
:2
6 D
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ID
PD
ON
AH
UE
C
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\D
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ID
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ON
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BU
IL
DI
NG
SS
TR
UC
TU
RE
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BU
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DI
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SF
AC
IL
IT
IE
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RO
CH
ES
TE
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OF
FI
CE
\F
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G
AR
AG
E\
PL
AN
S
ET
_O
PT
IO
NA
L
BI
D.
DW
G;
(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
BUILDING
ELEVATIONS
(OPTIONAL BID)
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
A-04
012010
AutoCAD SHX Text
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FOUNDATION
BY OTHERS
SEE TYPICAL SLAB ON
GRADE DETAIL, SEE
SHEET 6
BUILDING BY OTHERS
CONNECTION BY OTHERS
1/2" JOINT FILLER
TYPICAL EXTERIOR WALL
SCALE 1" = 2'
M
I N
MATCH EXISTING
PROPOSED GRADE
IN-SITU SOIL OR
SUITABLE EXCAVATED
MATERIAL
4" TOPSOIL
1/2" JOINT FILLER
GRAVEL FLOOR
9" COMPACTED
SURFACE AGGREGATE
SEE TYPICAL SLAB ON
GRADE DETAIL, SEE
SHEET 6
BUILDING BY OTHERS
CONNECTION BY
OTHERS
COLUMN &
CONNECTION
BY OTHERS
TYPICAL EXTERIOR WALL (SOUTH SIDE)
SCALE 1" = 2'
COMPACTED IN-SITU SOIL,
SUITABLE EXCAVATED
MATERIAL, OR COMMON
BORROW
MATCH
EXISTING
FOUNDATION
BY OTHERS
GRAVEL ACCESS, 9" COMPACTED
SURFACE AGGREGATE
PROPOSED
GRADE
4" TOPSOIL
OPEN SHED
OPTIONAL BID ITEM ONLY
WIDTH VARIES - SEE SITE PLAN
1-1/4" BITUMINOUS CONCRETE,
VTRANS, TYPE IIIS
2" BITUMINOUS CONCRETE,
VTRANS, TYPE IIS
EXISTING
PAVEMENT
9" COMPACTED
AGGREGATE BASE
MATCH EXISTING
MILL EXISTING
PAVEMENT
1'-0"
1'-0"
SLAB AT GARAGE DOOR ENTRANCE
SCALE 1" = 2'
FOUNDATION
BY OTHERS
1'-0"
(2) #5 REBAR
CONTINUOUS
LONGITUNDIAL
SEE TYPICAL SLAB ON
GRADE DETAIL, SEE
SHEET 6
EXISTING SUBGRADE. COMPACT
WITH VIBRATORY ROLLER.
MATCH
EXISTING
SLAB AT PEDESTRIAN DOOR ENTRANCE
SCALE 1" = 2'
FOUNDATION
BY OTHERS
1'-0"
(2) #5 REBAR
CONTINUOUS
LONGITUNDIAL
SEE TYPICAL SLAB ON
GRADE DETAIL, SEE
SHEET 6
1/2" JOINT FILLER
(2) #5 REBAR CONTINUOUS
LONGITUNDIAL
5" CONCRETE APRON SLAB
W/ 4X4 W2.9X2.9
9" COMPACTED
AGGREGATE BASE
6"
5'-0"
PROPOSED
GRADE
4" TOPSOIL
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/4 /26
:2
8 D
AV
ID
PD
ON
AH
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C
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\D
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ON
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BU
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DI
NG
SS
TR
UC
TU
RE
S\
BU
IL
DI
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SF
AC
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IT
IE
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RO
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ES
TE
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OF
FI
CE
\F
LE
ET
G
AR
AG
E\
PL
AN
S
ET
_B
AS
E
BI
D.
DW
G;
(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
BUILDING DETAILS
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
A-05
012011
AutoCAD SHX Text
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ELECTRICAL PLAN VIEW
EM1
EM1
EM1
X1X1
AA A A A A
AAA
BBB
B
B B B
B
UNDERGROUND
ELECTRIC SERVICE &
CONDUIT FROM EXISTING
WORKSHOP
INSTALL GROUND ROD,
LOOP, AND CONDUCTOR
SEE NOTE 4
OPEN SHED
OPTIONAL
BID ITEM
ONLY
ELECTRICAL LEGEND
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/4 /26
:2
8 D
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ID
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(R9)
EASTERN REGION
ROCHESTER RANGER
DISTRICT OFFICE
FLEET GARAGE
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER
DISTRICT
ELECTRICAL PLAN
2/4/2026
D. DONAHUE
D. DONAHUE
B. AUSTIN
E-01
012012
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DESCRIPTION
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REMARKS
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MARK
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MANUFACTURER
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4' LED VAPORTITE LIGHT
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METALUX OR APPROVED EQUAL SEE PRODUCT DATA SHEET
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SURFACE WALL MOUNTED EXTERIOR L.E.D.
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LITHONIA OR APPROVED EQUAL SEE PRODUCT DATA SHEET
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EM1
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EMERGENCY LIGHT
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L.E.D. EXIT LIGHT
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COOPER OR APPROVED EQUAL SEE PRODUCT DATA SHEET
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COOPER OR APPROVED EQUAL SEE PRODUCT DATA SHEET
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TIME CLOCK
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MOUNT AT 18" A.F.F.
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GROUND FAULT DUPLEX RECEPTACLE, 20A, 125V
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PANELBOARD(120/240V))
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MOUNT AT APPROX. 8'-0" A.F.F.
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MOUNT AT APPROX. 8'-0" A.F.F.
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SURFACE MOUNT OR HANG BY CHAIN AT APPROX. 10'-0" TO 11'-0" A.F.F.
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3-WAY WALL SWITH WITH SENSOR RECEPTACLE, 20A, 125V
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LEVITON OR APPROVED EQUAL
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MOUNT AT 5'-0" A.F.F.
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LEVITON OR APPROVED EQUAL
AutoCAD SHX Text MOUNT AT 4'-0" A.F.F. SWITCH SHALL HAVE MOTION SENSOR, WITH AUTO-OFF AND MANUAL ON.
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MOUNT AT APPROX 8'-0" A.F.F. CONNECT ALL EXTERIOR LIGHTS TO TIME CLOCK BELOW.
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INTERMATIC OR APPROVED EQUAL SEE PRODUCT DATA SHEET
AutoCAD SHX Text MOUNT AT 4'-0" A.F.F. SWITCH SHALL HAVE MOTION SENSOR, WITH AUTO-OFF AND MANUAL ON.
AutoCAD SHX Text NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS BY AN ELECTRICIAN ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS BY AN ELECTRICIAN LICENSED IN THE STATE OF VERMONT. 2. THE PANEL, GROUND ROD, AND CONDUCTORS SHALL BE SIZED BY A QUALIFIED PERSON AND SUBMITTED FOR REVIEW THE PANEL, GROUND ROD, AND CONDUCTORS SHALL BE SIZED BY A QUALIFIED PERSON AND SUBMITTED FOR REVIEW AND APPROVAL. 3. ALL WIRING SHALL BE METAL CLAD THROUGHOUT BUILDING. ALL WIRING SHALL BE METAL CLAD THROUGHOUT BUILDING. 4. INSTALL 240V, 30A OUTLET WITH PLUG TO MATCH ON-SITE REFRIGERATED TRAILER. USE #10 AWG IN 1/2"C AND MOUNT INSTALL 240V, 30A OUTLET WITH PLUG TO MATCH ON-SITE REFRIGERATED TRAILER. USE #10 AWG IN 1/2"C AND MOUNT 60" ABOVE A.F.F.
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| COVER1 |
| NOTES |
| Sheets and Views |
| NOTES |
| EXISTING |
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| EXISTING |
| SITE PLAN |
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| SITE PLAN |
| SITE PLAN OPTION |
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| SITE PLAN |
| SITE DETAILS |
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| TYP DETAIL |
| BUILDING PLAN |
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| PLAN VIEW |
| BUILDING PLAN OPTION |
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| PLAN VIEW |
| ELEVATIONS |
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| ELEVATIONS |
| ELEVATIONS OPTION |
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| ELEVATIONS |
| BUILDING DETAILS |
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| FOUNDATION DETAILS |
| ELECTRICAL |
| Sheets and Views |
| ELECTRICAL |
| 2026-02-05T08:59:13-0500 | |
| BRIAN AUSTIN |
File details come from the government source that posted it. Updated .