Attachment_7_-_HMFS_Supplemental_Drawings_0001.pdf
PDF 2 MB Posted
- Attached to
- GAOA-HENRY MOUNTAINS FIELD STATION, UT Federal contract opportunity
- Solicitation number
- 140L0625B0010
About this file
This is a site plan and architectural drawing set for a federal facility project, specifically showing a new complex that includes a ±1,500 SF shop, ±3,310 SF office building, and a 6-bay vehicle shelter located at the Wolverton Mill site. The site plan details multiple construction elements including concrete walkways, a relocated public restroom, a new yard hydrant assembly, a 20' chain link vehicle gate, a flagpole, stormwater components, a pet waste station, security fencing, and landscaping around the Wolverton Mill structure. Key specifications include installing solar panels on the new vehicle shelter roof, creating storm water facilities in landscape areas, and providing an interpretive display to be installed by the contractor. The drawings include detailed foundation schedules, structural notes, and technical specifications for pavilion structures, building foundations, and site infrastructure, with multiple notes indicating that certain elements are "not in contract" and will be handled separately by the government.
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Text version
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±1,500 SF
SHOP
±3,310 SF
OFFICEBLDG
6 BAY VEHICLE
SHELTER
~WOLVERTON
MILL~
EXISTING VEHICLE SHELTER
S
W
NOTES:
1. NEW SOLAR PANELS SHALL BE PLACED ON NEW 6-BAY VEHICLE SHELTER
ROOF, SEE SHEET E101 FOR UTILITY CONNECTION.
2. FINAL STORM WATER FACILITY LOCATIONS SHALL BE IN LANDSCAPE AREAS
TO THE MAXIMUM EXTENT FEASIBLE.
3. INTERPRETIVE DISPLAY SHALL BE PROVIDED BY GOVERNMENT AND
INSTALLED BY CONTRACTOR.
4. LANDSCAPING PER SHEET L401.
KEY NOTES:
1. PROVIDE AND INSTALL 12' X 12' SHELTER, PER DETAIL ON C108. NOT IN
CONTRACT
2. RELOCATE PUBLIC RESTROOM TO LOCATION SHOWN, PER DETAIL 21/C505.
RECONNECT UTILITIES, PER DETAIL 22/C506.
3. PROVIDE AND INSTALL CONCRETE WALKWAYS, PER DETAIL 5/C501.
4. PROVIDE AND INSTALL YARD HYDRANT ASSEMBLY, SEE DETAIL 4/C501.
5. PROVIDE AND INSTALL 3' WIDE CHAIN LINK MAN GATE PER DETAIL 19/C504.
6. PROVIDE AND INSTALL FLAGPOLE PER DETAIL 24/C507.
7. CROSSWALK, SEE STRIPING PLAN, SHEET C107.
8. PROVIDE AND INSTALL 15' X 20' SHELTER, PER DETAIL ON C108. NOT IN
CONTRACT
9. PROVIDE AND INSTALL 20' CHAIN LINK VEHICLE GATE PER DETAIL 20/C505.
CONTROLS PER ELECTRICAL DRAWINGS, SEE SHEET E101.
10. RETAIN AND PROTECT EXISTING CHAIN LINK VEHICLE GATE.
11. PROVIDE AND INSTALL 18' X 9' CONCRETE SLAB, PER DETAIL 2/C501.
RELOCATE AND SECURE HAZMAT BUILDING TO SLAB PER MANUFACTURER'S
RECOMMENDATIONS.
12. PROVIDE AND INSTALL STORMWATER COMPONENT, SEE SHEET C106.
13. PROVIDE AND INSTALL PET WASTE STATION BASED ON MANUFACTURERS
RECOMMENDATIONS. INSTALL FIDO HOUSE GREEN PET WASTE STATION, OR
APPROVED EQUAL.
14. PROVIDE NEW LANDSCAPING AROUND WOLVERTON MILL, SEE SHEET L401.
15. PROVIDE AND INSTALL CONCRETE PAD, SEE DETAIL 16/C502.
16. PROVIDE AND INSTALL TOTAL OF 90 LF CHAIN LINK SECURITY FENCE PER
DETAIL 18/C504.
17. PROVIDE AND INSTALL CONTINUATION OF 6' WIDE VALLEY GUTTER AS
SHOWN, SEE DETAIL 8/C501.
18. PROVIDE AND INSTALL TYPICAL CONCRETE CURB AND GUTTER, TYP. SEE
SHEET C107.
19. PROVIDE AND INSTALL MOUNTABLE CONCRETE CURB AND GUTTER, SEE
SHEET C107.
20. PROVIDE AND INSTALL 3' WIDE VALLEY GUTTER, SEE DETAIL 8/C501.
21. PROVIDE AND INSTALL ACCESSIBLE PARKING SIGN, PER DETAIL 13/C502.
22. PROVIDE AND INSTALL 48" HIGH PEDESTAL FOR GATE OPERATION
KEYPAD/CARD READER. PER MANUFACTURER RECOMMENDATIONS, EMBED
ANCHORS IN CONCRETE AND AFFIX PEDESTAL BASE PLATE TO ANCHORS.
INSTALL SUCH THAT THE KEYPAD IS FLUSH WITH THE VERTICAL FACE OF
CURB. SEE ELECTRICAL SHEET E101.
23. PROVIDE AND INSTALL GATE OPERATION LOOP, SEE ELECTRICAL SHEET
E101.
24. PROTECT AND RETAIN EXISTING SIGN.
LEGEND
LANDSCAPE PER LANDSCAPE ARCHITECT
BUILDING FOOTPRINT
PROPOSED CONCRETE
20' 10' 30'030'
31'
10'
TYP.
R4'-6
R24'-6"R4'-6"
R8'
R8'
R62'
R36'
R32
R34'-6"
R37' R35'
R0'-6"
R13'
R 2'-6" R
29'
R4'-6"
R 4'-6"
R35'
R1 3'
10'
7'
5'
26'
32'-6" 39'-5"
20'
R2'
R 2'
R6 0'
32'
10'
R25'
R 77'
R5 5'
EXISTING TREE TO REMAIN
PROPOSED ASPHALT
FUTURE DEVELOPMENT
NOT IN CONTRACT
FUTURE DEVELOPMENT
NOT IN CONTRACT
FUTURE DEVELOPMENT
NOT IN CONTRACT
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DESIGN OFFICE:
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PROJECT NO:
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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AutoCAD SHX Text PLOT DATE:12/3/2024 1:16 PM PLOTTED BY:Barfuss, David C 12/3/2024 1:16 PM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C C:\Users\dbarfuss\OneDrive - DOI\Documents\2024\HMFS\HMFS - Office Replacement\HMFS - Drawings - Final_10-11-2023\Native CAD Files\C-103
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SITE PLAN
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HENRY MOUNTAIN FIELD STATION REPLACEMENT
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COLOR COUNTRY DISTRICT
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UTAH
AutoCAD SHX Text 70048-017
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NORTH WIND IDAHO FALLS
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BC
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AR
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BC
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BC
AutoCAD SHX Text 01/27/2022
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AutoCAD SHX Text C103
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N: 10462425.86 E: 1864694.35
N: 10462434.78 E: 1864720.94
N: 10462350.67 E: 1864636.64
N: 10462484.31 E: 1864667.92
N: 10462469.67 E: 1864687.57
N: 10462566.22 E: 1864758.22
N: 10462584.10 E: 1864920.71
N: 10462617.78 E: 1864954.66
N: 10462499.97 E: 1864751.55
N: 10462482.95 E: 1864739.65
N: 10462462.70 E: 1864749.85
N: 10462416.74 E: 1864779.27
N: 10462396.79 E: 1864781.89 N: 10462387.59
E: 1864912.06
N: 10462406.73 E: 1864917.92 N: 10462404.89
E: 1864943.95
N: 10462389.42 E: 1864950.81
N: 10462338.09 E: 1864878.72
N: 10462278.27 E: 1864829.26
N: 10462262.41 E: 1864849.86
N: 10462309.54 E: 1864886.15
N: 10462337.46 E: 1864924.54
N: 10462325.50 E: 1864944.71
N: 10462499.65 E: 1864752.46
N: 10462462.25 E: 1864749.21
N: 10462470.17 E: 1864691.05
N: 10462582.01 E: 1864787.99
N: 10462412.12 E: 1864782.47
N: 10462402.56 E: 1864913.12
N: 10462396.22 E: 1864951.40
N: 10462383.91 E: 1864947.28
N: 10462326.09 E: 1864866.08
N: 10462317.52 E: 1864894.68
N: 10462381.44 E: 1864857.31
N: 10462386.52 E: 1864785.33
N: 10462368.31 E: 1864792.71
N: 10462348.38 E: 1864777.24
N: 10462358.74 E: 1864838.96
N: 10462329.54 E: 1864762.64
N: 10462313.43 E: 1864750.13N: 10462311.04
E: 1864687.71
N: 10462546.70 E: 1864744.58
N: 10462414.61 E: 1864616.00
N: 10462418.66 E: 1864779.85 N: 10462408.72
E: 1864918.07
N: 10462236.64 E: 1864585.83
N: 10462260.40 E: 1864604.15
N: 10462211.56 E: 1864667.51
N: 10462187.80 E: 1864649.19
N: 10462273.46 E: 1864588.43
N: 10462266.32 E: 1864582.95
N: 10462263.08 E: 1864601.89
N: 10462255.95 E: 1864596.40
N: 10462344.43 E: 1864774.18
N: 10462360.90 E: 1864826.82
N: 10462357.24 E: 1864828.23
N: 10462420.27 E: 1864715.74
N: 10462386.04 E: 1864689.17
N: 10462397.39 E: 1864745.23N: 10462388.43
E: 1864738.28
N: 10462376.58 E: 1864753.56
N: 10462385.54 E: 1864760.51
N: 10462369.60 E: 1864781.05
N: 10462335.36 E: 1864754.48
N: 10462379.62 E: 1864664.64
N: 10462355.81 E: 1864646.33
N: 10462322.01 E: 1864689.89
N: 10462345.82 E: 1864708.37
N: 10462377.62 E: 1864911.36
N: 10462549.61 E: 1864740.33
N: 10462541.79 E: 1864741.14
N: 10462544.88 E: 1864737.14
DY
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N: 10462553.05 E: 1864921.13
N: 10462461.07 E: 1864952.47
N: 10462437.22 E: 1864926.25
N: 10462457.29 E: 1864918.78
N: 10462464.38 E: 1864818.53
N: 10462449.42 E: 1864817.47
N: 10462455.75 E: 1864804.75
N: 10462476.33 E: 1864793.97
N: 10462519.06 E: 1864793.32
N: 10462551.62 E: 1864827.18
N: 10462520.35 E: 1864953.86
N: 10462446.94 E: 1864809.45
N: 10462489.68 E: 1864791.33
N: 10462442.33 E: 1864917.72
N: 10462437.54 E: 1864921.76
N: 10462477.95 E: 1864810.24
N: 10462464.93 E: 1864910.32
N: 10462514.47 E: 1864915.40
N: 10462515.30 E: 1864892.74
N: 10462520.31 E: 1864892.50
N: 10462538.30 E: 1864893.26
N: 10462537.46 E: 1864916.23
N: 10462502.38 E: 1864849.78
N: 10462498.74 E: 1864851.22
N: 10462474.52 E: 1864910.32
N: 10462475.61 E: 1864913.95
N: 10462529.06 E: 1864828.17 N: 10462528.04
E: 1864848.14
N: 10462516.05 E: 1864847.49
N: 10462517.15 E: 1864827.52
N: 10462490.93 E: 1864799.31 N: 10462492.34
E: 1864818.07
N: 10462489.91 E: 1864811.26N: 10462478.97
E: 1864798.29
N: 10462535.19 E: 1864896.16
N: 10462534.46 E: 1864916.15
N: 10462519.47 E: 1864915.59
N: 10462520.20 E: 1864895.60
N: 10462542.05 E: 1864803.68
N: 10462460.58 E: 1864802.18
N: 10462494.60 E: 1864791.59
N: 10462523.67 E: 1864794.08
N: 10462517.42 E: 1864822.52
N: 10462541.78 E: 1864800.13
N: 10462536.00 E: 1864799.11
N: 10462529.47 E: 1864795.85
N: 10462471.42 E: 1864818.52
N: 10462472.59 E: 1864818.60
N: 10462474.86 E: 1864819.52
N: 10462474.96 E: 1864810.03
N: 10462472.10 E: 1864809.83
N: 10462468.84 E: 1864808.58
±1,500 SF
SHOP
±3,310 SF
OFFICEBLDG
6 BAY VEHICLE
SHELTER
~WOLVERTON
MILL~
EXISTING VEHICLE SHELTER
S
W
20' 10' 30'030'
SEE INSERT THIS SHEET FOR
ADDITIONAL INFORMATION
LAYOUT PLAN (INSERT)
FUTURE DEVELOPMENT
NOT IN CONTRACT
FUTURE DEVELOPMENT
NOT IN CONTRACT
FUTURE DEVELOPMENT
NOT IN CONTRACT
AutoCAD SHX Text A
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CHK'D BY:
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DESIGN OFFICE:
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DESIGNED BY:
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PROJECT NO:
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DRAWN BY:
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SHEET
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APPROVED BY:
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OF
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DATE:
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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AutoCAD SHX Text PLOT DATE:12/10/2024 10:58 AM PLOTTED BY:Barfuss, David C 12/10/2024 10:58 AM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C C:\Users\dbarfuss\OneDrive - DOI\Documents\2024\HMFS\HMFS - Office Replacement\HMFS - Drawings - Final_10-11-2023\Native CAD Files\C-105
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HORIZONTAL CONTROL PLAN
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HENRY MOUNTAIN FIELD STATION REPLACEMENT
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COLOR COUNTRY DISTRICT
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UTAH
AutoCAD SHX Text 70048-017
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NORTH WIND IDAHO FALLS
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BC
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AR
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AutoCAD SHX Text 01/27/2022
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C105
C108
5" MIN CONCRETE SLAB WITH
#4 BARS @ 18" O.C. EACH WAY
SLOPE PAD TO DRAIN, 2% MAX
SLOPE IN ALL DIRECTIONS
4" MIN OF 3/4" CRUSHED
AGGREGATE BASE COURSE
MONO SLOPE PRE-ENGINEERED PICNIC
SHELTER COLOR SHALL BE APPROVED
BY THE GOVERNMENT.
STANDING SEAM METAL
ROOF SHEETING OR
APPROVED EQUAL
STRUCTURAL NOTES:
1. MONO-SLOPED STEEL STRUCTURE COLOR SHALL BE APPROVED
BY THE GOVERNMENT.
2. METAL ROOF SHEETING COLOR SHALL BE APPROVED BY THE
GOVERNMENT.
FINAL BUILD AND FOUNDATION DESIGN NOTES:
1. ALL BUILDING COLUMN SIZES AND LOADS REPRESENTED IN THIS
FOUNDATION PLAN WERE ASSUMED. ACTUAL SIZES, LAYOUT, AND
LOADING SHALL BE PROVIDED BY THE PRE-ENGINEERED METAL
BUILDING DESIGNER.
2. ALL RELEVANT BUILDING LOADS AND LOAD COMBINATIONS PER
ASCE 7 SHALL BE CHECKED FOR MOST CRITICAL.
3. THE FINAL FOUNDATION DESIGN SHALL BE DELEGATED TO THE
CONTRACTOR PROVIDED FOUNDATION ENGINEER WITH THE ACTUAL
SIZES, LAYOUT, AND LOADS PROVIDED BY THE PRE-ENGINEERED
METAL BUILDING DESIGNER.
4. METAL BUILDING COLUMNS BASE PLATES AND ANCHOR BOLT
REQUIREMENTS SHALL BE PROVIDED BY THE PRE-ENGINEERED
METAL BUILDING DESIGNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FINAL
FOUNDATION AND BUILDING DESIGN AND SHALL COORDINATE ALL
APPROVALS WITH THE GOVERNMENT.
6. SHEET C108 IS NOT FOR CONSTRUCTION AND FOR REFERENCE
ONLY.
7. ALL STEEL SHALL BE POWDER COAT FINISH WITH A COLOR
APPROVED BY THE GOVERNMENT.
8. FINAL PICNIC TABLE LOCATIONS SHALL MEET ADA CLEAR SPACE AND
MANEUVERING REQUIREMENTS. FOUR TABLES SHALL BE PROVIDED
BY GOVERNMENT AND INSTALLED BY CONTRACTOR.
PAVILION STRUCTURE PLAN VIEW1
C108
PAVILLION STRUCTURE SIDE VIEW2
C108
PAVILLION STRUCTURE SECTIONA
C108 5'4'3'2'0 1'1' 6' 7'5'4'3'2'0 1'1' 6' 7'
5'4'3'2'0 1'1' 6' 7'
CONCRETE FOOTING
PER FOUNDATION
DESIGN
REINFORCEMENT HOOPS
VERTICAL REINFORCEMENT BARS
EVENLY SPACED
O O
O O
SCALE: NTS
PAVILION SHELTER FOOTING DETAIL (TYP)3
C108
STEEL POSTS (TYP)
ANCHOR BOLTS PER
PRE-ENGINEERED METAL BUILDING
MANUFACTURERS SPECIFICATION
4" MIN OF 3/4" CRUSHED
AGGREGATE
5" MIN CONCRETE SLAB WITH #4
BARS @ 18" O.C. EACH WAY MIN
REINFORCEMENT PER
FOUNDATION DESIGN
FIRM NATIVE SOIL OR ENGINEERED
COMPACTED FILL
MIN
EMBEDMENT PER
FOUNDATION
DESIGN
PER FOUNDATION
DESIGN
3" MIN. 3" MIN.
C
D
A
B
A C108
7'-6"
MIN.
E F
PAVILION STRUCTURE
PAVILION DESCRIPTION A B C D E F
12'X12' 12'-0" 12'-0" 18'-0" 18'-0" 9'-0" 9'-0" 15'X20' 15'-0" 20'-0" 21'-0" 26'-0" 12'-0" 17'-0"
CONCRETE PAD
VARIES
1/2" MIN ISOLATION JOINT MATERIAL WITH BOND
BREAKER (BACKER ROD) AND SEALANT
NOT IN
CONTRACT
AutoCAD SHX Text
CHK'D BY:
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DESIGN OFFICE:
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DESIGNED BY:
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PROJECT NO:
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DRAWN BY:
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SHEET
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APPROVED BY:
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OF
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DATE:
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:12/3/2024 1:42 PM PLOTTED BY:Barfuss, David C 12/3/2024 1:42 PM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C C:\Users\dbarfuss\OneDrive - DOI\Documents\2024\HMFS\HMFS - Office Replacement\HMFS - Drawings - Final_10-11-2023\Native CAD Files\C-108
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PAVILION STRUCTURE
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HENRY MOUNTAIN FIELD STATION REPLACEMENT
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COLOR COUNTRY DISTRICT
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UTAH
AutoCAD SHX Text 70048-017
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NORTH WIND IDAHO FALLS
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BC
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AR
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BC
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BC
AutoCAD SHX Text 01/27/2022
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C108
CRIPPLE STUD
CRIPPLE STUD
TRACK PIECE
@ OPEN SIDE
JAMB
SILL
TYPICAL BASE
ANCHORAGE
INFILL STUD
ADDITIONAL
ANCHORAGE
@ JAMB
BASE TRACK
ANGLE
HEADER TRACKS
HEADER
MEMBERS
INFILL STUD
HEADER TABLE-DOUBLE
BOX COLD-FORMED STEEL HEADER
SPAN MINIMUM HEADER MEMBERS
3-5 FT
10-12 FT
1000S137-68
1200S162-118
FILL HEADERS
WITH INSULATION
AT EXTERIOR WALLS
JAMB STUDS
SEE OPENINGELEVATION FOR QUANTITY,
SIZE & GAUGE.
SEE SCHEDULE FOR HOLD
DOWN ANCHOR QUANTITY,
TYPE, AND SIZE.
(1)#10-16 SCREW
@ EACH FLANGE
SEE SECTION CUT FOR
TRACK SIZE AND GAGE
OPENING
3" M
IN
BT
W
N H
O
LE
S
1'-6" APPROX
ABOVE F.F.
COORDINATE WITH
ELECTRICAL PLAN
HOLES FOR RUNNING
ELECTRICAL CONDUIT
THROUGH WALL COLUMNS
HSS COLUMN TYP. -
SEE PLAN
1 1/2"Ø THROUGH HOLES
FOR CONDUIT PENETRATION
DO NOT FLAME OUT
FINISH FLOOR
SCALE: NTS
TYPICAL BUILT-UP HEADER26
S504 SCALE: NTS
DOOR JAMB ANCHORAGE27
S504 SCALE: NTS
CONDUIT PENETRATION HOLES27A
S504
STATE OF UTAH
No. 4939169
BEN L. CARTER
PR
OFESSIONA L ENGINEER
| C-103-C-103 |
| Sheets and Views |
| C-103 |
| C-105-C-105 |
| Sheets and Views |
| C-105 |
| S107 Layo |
| C-108-C-108 |
| Sheets and Views |
| C-108 |
| C-105-C-105.pdf |
| Sheets and Views |
| C-105 |
File details come from the government source that posted it. Updated .