Attachment_2_-_Plans.pdf
PDF 2 MB Posted
- Attached to
- RFO Fire Engine Storage Structure Replacement, UT Federal contract opportunity
- Solicitation number
- 140L0625B0009
About this file
These are detailed architectural and engineering plans for the Richfield Field Office Outbuildings Replacements project located in Richfield, Utah for the Bureau of Land Management. The comprehensive 14-page plan set includes site plans, demolition plans, floor plans, foundation details, structural drawings, mechanical plans, electrical plans, and elevation views for new vehicle shelters and associated infrastructure.
Key project components include demolishing existing structures like carports, storage shelters, and an engine/storage shelter, and replacing them with a new 120'-0" x 40'-0" vehicle shelter building. The new facility will feature five overhead doors, metal roofing, concrete foundations, electrical and mechanical systems, and will be constructed to match the existing shop building's aesthetic. The project involves careful site work including concrete work, asphalt repairs, utility connections, and maintaining existing site infrastructure while implementing the new structures.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L0625B0009_Amd_0002.pdf | ||
| Attachment_9_-_SF_1409__Abstract_of_Offers_0002.pdf | ||
| Attachment_6_-_Site_Visit_Sign-In_Sheet_0001.pdf | ||
| Attachment_7_-_Sol_QA_140L0625B0009_0001.pdf | ||
| Sol_140L0625B0009_Amd_0001.pdf | ||
| Attachment_8_-_Revised_M1_0_Mechanical_Plan_0001.pdf | ||
| Attachment_4_-_Bid_Schedule_140L0625B0009.pdf | ||
| Attachment_1_-_Specifications.pdf | ||
| Attachment_3_-_DOL_Wage_Determination_UT20250080.pdf | ||
| Attachment_5_-_Lim_on_SubK_Breakout.xlsx | XLSX spreadsheet | |
| Sol_140L0625B0009.pdf |
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20' 10' 030'
EXISTING BLDG
FIRESTATION
WAREHOUSE
SHOP
BLDG
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CARPORT
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HAZMAT SHEDS
SLIDE GATE
1. DEMO 2 BUILDINGS AND 1 VEHICLE SHELTER. CONTRACTOR SHALL REMOVE
STRUCTURES FROM SITE AND DEPOSED IN A LEGAL MANNER.
3. DEMO CONCRETE SLAB AND FOUNDATIONS ASSOCIATED WITH 2 BUILDING STRUCTURES.
ALL CONCRETE SHALL BE REMOVED FROM SITE AND DEPOSED IN A LEGAL MANNER.
4. VEHICLE SHELTER CONCRETE TO BE REUSED AND PROTECTED DURING CONSTRUCTION.
5. REMOVE ALL ASSOCIATED LIGHTS AND WIRING FROM THE STRUCTURES TO THE
EXISTING LOAD PANEL. PROTECT CONDUIT UNDER ASPHALT. CONDUIT TO BE REUSED
FOR NEW WIRING AND LIGHTING.
6. SAW CUT ALL ASPHALT PRIOR TO REMOVING. SEE SITE PLAN FOR NEW CONCRETE AND
BUILDING LOCATION. REMOVE AND DEPOSE OF ALL ASPHALT IN A LEGAL MANOR.
7. PROTECT ALL EXISTING BUILDINGS AND ASPHALT FROM DAMAGE. REPAIR ANY DAMAGE
CAUSED DURING CONSTRUCTION AT NO COST TO GOVERNMENT.
DEMOLITION NOTES:
PROTECT EXISTING
ELECTRIC CONDUCT.
REPAIR AS NEEDED
35'-0"
75'-0"
88'-0"
24'-0" 40'-0"
82'-0"
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69'-0"
REMOVE AND DEPOSE OF
ALL EXISTING LIGHTING
AND WIRING ON CARPORT
AND STORAGE BUILDINGS.
SEE ELEVATION VIEW.
REMOVE AND DEPOSE
OF EXISTING
ENGINE/STORAGE
SHELTER WITH
ASSOCIATED CONCRETE
SLAB AND FOOTINGS
DISCONNECT WIRE
FROM EXISTING LOAD
PANNEL
REMOVE AND DEPOSE
OF EXISTING
ATV/STORAGE SHELTER
WITH ASSOCIATED
CONCRETE SLAB AND
FOOTINGS
REMOVE AND DEPOSE OF
EXISTING VEHICLE SHELTER.
EXISTING CONCRETE TO BE
PROTECTED AND REUSED.
CUT OFF ALL EXISTING
COLUMNS FLUSH TO SLAB.
30'
A D1.0
VEHICLE SHELTER
B D1.0
ATV/STORAGE SHELTER
C D1.0
ENGINE / STORAGE SHELTER
CUT ALL POSTS FLUSH
WITH GROUND. FILL
WITH CONCRETE
REUSE EXISTING
CONCRETE
REMOVE AND DEPOSE OF
BUILDING AND ALL
CONCRETE INCLUDING
SLAB, FOOTERS & ANCHORS
REMOVE AND DEPOSE
OF BUILDING
REMOVE AND DEPOSE OF BUILDING
AND ALL CONCRETE INCLUDING
FLOOR SLAB, FOOTERS& ANCHORS
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DEMOLITION PLAN
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RICHFIELD FIELD OFFICE OUTBUILDINGS REPLACEMENTS
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COLOR COUNTRY DISTRICT
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UTAH
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FIRESTATION
WAREHOUSE
SHOP
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CARPORT
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PESTICIDE BUILDING
HAZMAT SHEDS
SLIDE GATE
CP 2
CP 1
BENCHMARKS
CONTROL POINT NORTHING EASTING ELEVATION
CP 1 1474175.8600' 6724975.2840' 5403.047'
CP 2 1473956.9560' 6725155.0580' 5405.625'
LEGEND
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT ROADWAY
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED SPOT ELEVATION
EXISTING FENCE
EXISTING BOLLARD
NEW CATCH BASIN
CONTROL POINTS
X X
3.50
EXISTING SECURITY COMMUNICATION
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING EDGE OF ASPHALT
EXISTING UNDER GROUND POWER
PROPOSED UNDER GROUND POWER
EXISTING GAS
EXISTING CATCH BASIN
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING LIGHT POLE
EXISTING PARKING STOP
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NEW POWER LINE
3" CONDUIT
EXISTING CONDUIT
STUBBED OUT 40' FROM
LOAD CENTER
1. ALL REMOVED STRUCTURES, FOUNDATIONS, OR EXISTING IMPROVEMENTS REQUIRING
BACKFILL, SHALL BE PLACED WITH AN APPROVED MATERIAL IN MAXIMUM 8" LIFTS AND
COMPACTED TO 95% DENSITY PER ASTM D 698
2. 4" ASPHALT OVER AREA EXISTING ATV STORAGE NOT COVERED BY NEW BUILDING. .
MATCH EXISTING GRADE.
3. CRACK SEAL AND SLURRY SEAL 4500 SQYDS OF EXISTING ASPHALT.
4. ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AHJ AND NEC
REQUIREMENTS.
5. STEM WALL ELEVATION TO BE FIELD VERIFIED AND APPROVED BY GOVERNMENT.
4. IF EDGE OF ASPHALT IS BROKE A ROUGH EDGE. RECUT PRIOR TO INSTALLING NEW
ASPHALT OR POURING CONCRETE. ALL EDGES MUST HAVE A TACK APPLIED PRIOR TO
APPLYING NEW ASPHALT OR CONCRETE.
5. CONNECT 1" GAS LINE INTO EXISTING HAZMAT BUILDING GAS LINE.
SITE IMPROVEMENT NOTES:
REUSE EXISTING
CONDUIT
UNDER ASPHALT.
PATCH ASPHALT
AS NEEDED
SAW CUT AND APPLY
TACK COAT PRIOR TO
LAYING ASPHALT
TOP OF STEM WALL
ELEVATION 5404.0
TOP OF STEM WALL
ELEVATION 5404.0
PLACE BUILDING 7'-0"
OFF PROPERTY LINE
4" THICK CONCRETE APRON.
MATCH EXISTING GRADE
10'-0"
120'-0"
20' 10' 030' 30'
NEW 1" GAS LINE
CRACK SEAL & SLURRY
SEAL ASPHALT
CRACK SEAL & SLURRY
SEAL ASPHALT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text PLOT DATE:5/15/2025 5:31 PM PLOTTED BY:Barfuss, David C 5/15/2025 5:31 PM PLOTTED BY:Barfuss, David C PLOTTED BY:Barfuss, David C Barfuss, David C C:\Users\dbarfuss\OneDrive - DOI\Documents\2025\RFO\RFO Outbuildings\RFO Outbuildings\Dwgs\siteplan
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SITE PLAN
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RICHFIELD FIELD OFFICE OUTBUILDINGS REPLACEMENTS
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COLOR COUNTRY DISTRICT
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UTAH
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DB
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DB
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EH
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JR
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S-1.0
1 2 3 4 5 6 7
A
B
C
19'-5" 0"
64"
20'-0" 0"
20'-0" 20'-0" 20'-0" 19'-5"
'-3
'-3
A S-1.1
TYP. @ SIDEWALL
COLUMNS
TYP. @ ENDWALL
MIDDLE COLUMNS
B S-1.1
TYP. @ PERIMETER
3'-6" SQ. @
CORNERS
5'-0" SQ. @
GRIDS 2-7
SIM.
TYP @ CORNERS
B S-1.1
5'-0" SQ. @ GRIDS 2-7
3'-6" SQ. @ BLDG.
CORNERS
1' -0
1/
2"
1/ 2"
EA
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#4 TIES @
8" O.C. TYP.
BLDG. COLUMN
BY MFR.
1-1/2" THICK
NON-SHRINK GROUT
ANCHORS PER
MFR.
C S-1.0
3' -0
3" C
LR
TY
P. 5 EA. #5 BARS
EACH WAY
EQ. SPA.
1 EA. #5 HAIRPIN
SEE A5/S-101 FOR INFO.
NOT REQUIRED @
CORNER COLUMNS
8" SLAB ON GRADE
1/2" EXPANSION
JOINT MATERIAL
#5 VERT.
BARS W/STD.
ACI HOOK
COMPACTED
ENG. FILL
LAYER "A". SEE A4/S-101
LAYER "B". SEE A4/S-101
1'-6"
1' -2
"3" CLR.
TYP
#4 TIES @
8" O.C. TYP.
8 EA. #5 VERT.
BARS W/STD.
ACI HOOK
#4 TIE
#4 TIE
2 EA. #3 HAIRPIN
LAYER "A" DETAIL
LAYER "B" DETAIL
2 EA. #3 HAIRPIN
ALL PEDESTALS, UNO
2'- 0"
8"
1 EA. #5 HAIRPIN AROUND
ANCHORS & MID-DEPTH
OF SLAB ON GROUND
EMBEDED ANCHOR
BOLTS PER PEMB MFR.
45°
HAIRPIN DETAIL
ALL PEDESTALS, UNO
5.
1. CONCRETE SHALL BE f`C = 4000psi MINIMUM.
FOOTINGS SHOWN ARE BASED ON ESTIMATED PEMB COLUMN
REACTIONS. FINAL PEMB REACTIONS ARE REQUIRED TO
VERIFY THE FOUNDATIONS ARE ADEQUATE. PROVIDE PEMB
REACTIONS TO THE GOVERNMENT FOR VERIFICATION OF
FOUNDATION DESIGN. ANY TIME AND ADJUSTMENTS TO THE
FOUNDATION DESIGN REQUIRED TO ACCOMMODATE ACTUAL
PEMB LOADS WILL BE AT NO COST TO THE GOVERNMENT.
GENERAL NOTES
B
SCALE: 1" = 1'-0"
SECTION- PRIMARY FOOTINGS
S-1.0
C
SCALE: 1" = 1'-0"
DETAIL- PEDESTALS
S-1.0
A
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
S-1.0
D
SCALE: 1" = 1'-0"
DETAIL- SLAB HAIRPIN
S-1.0
2. STEEL REINFORCING SHALL BE Fy = 60ksi.
3. ALL EXPOSED CONCRETE EDGES ABOVE GRADE SHALL
RECEIVE 3/4" CHAMFER.
4. ANCHOR RODS/BOLTS SHALL BE INCLUDED IN THE DESIGN
OF THE PEMB BUILDING. PROPERTIES OF ANCHORS SHALL
BE PROVIDED BY PEMB SUPPLIER.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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FOUNDATION PLAN/SECTIONS/DETAILS
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RICHFIELD OUTBUILDINSG REPLACEMENT
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COLOR COUNTRY DISTRICT - RFO
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UTAH
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RICHFIELD FIELD OFFICE
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S1.1
1'-2"
SQUARE
PEDESTAL
1/
2"
1/ 2"
EA
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#4 TIES @
8" O.C. TYP.
BLDG. COLUMN
BY MFR.
1-1/2" THICK
NON-SHRINK GROUT
ANCHORS PER
MFR.
3' -0
3" C
LR
TY
P.
1 EA. #5 HAIRPIN
SEE DETAIL A5/S-101
8" SLAB ON GRADE
1/2" EXPANSION
JOINT MATERIAL
4 EA. #5
VERT. BARS
COMPACTED
ENG. FILL
LAYER "A" A4/S-101
LAYER "B" A4/S-101
1' -0
INTEGRATE PEDESTAL
FTG. w/WALL FTG.
1'-0"
WALL FTG
1'-5"
SQUARE
PEDESTAL FTG
2 EA. #5 BARS
EQ. SPA. EACH WAY
1'-0"
3' -0
3" C
LR
TY
P.
8" SLAB ON GRADE
1/2" EXPANSION
JOINT MATERIAL
#4 HORIZ.
BARS
@ 12" O.C.
CTR IN WALL
COMPACTED
ENG. FILL
#4 VERT. BAR @ 12" O.C.
w/4" HOOK.
ALTERNATE HOOKS
OPTIONAL
CONSTRUCTION
JOINT
8"
8"
GIRTS SPANNING
BETWEEN COLUMNS
PER MFR.
WALL PANEL
PER MFR.
2 EA. #4 BARS LONG.
#4 BARS TRANS.
@ 12" O.C.
NOTE: PASS WALL REINFORCING THROUGH
COLUMN PEDESTALS.
ELASTOMERIC
SEALANT
BOND
BREAKER
FORMED
JOINT OR
CRACK
ROUT OUT JOINT
TO 1/2" ± 1/8" TO
ACCEPT SEALANT
1" M
IN
T.O. SLAB EL
SEE PLAN
NOTE: ALL JOINTS IN EXPOSED
SLABS ARE TO BE SEALED PER
A4/S-501.
PROVIDE SOFT CUT
JOINT 1/8" WIDE x T/4
DEEP, 1" DEEP MIN, AT
CONTROL JOINT
FORMED JOINT
OR CRACK
T
1. NOTES ON S-101 SHALL APPLY TO THIS
SHEET, S-1.0
GENERAL NOTES
A
SCALE: 1" = 1'-0"
SECTION- END WALL FOOTINGS
S-1.1
B
SCALE: 1" = 1'-0"
SECTION- PERIMETER WALL FOOTING
S-1.1
C
SCALE: 1 1/2" = 1'-0"
DETAIL- CONTROL JOINT
S-1.1
D
SCALE: 6" = 1'-0"
DETAIL- JOINT SEALANT
S-1.1
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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FOUNDATION SECTIONS/DETAILS
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RICHFIELD OUTBUILDINSG REPLACEMENT
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COLOR COUNTRY DISTRICT - RFO
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UTAH
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RICHFIELD FIELD OFFICE
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S1.1
| T1.0 TITLE SHEET |
| D1.0 DEMILITION PLAN |
| Sheets and Views |
| D1.0 |
| C1.0 SITE PLAN |
| Sheets and Views |
| C1.0 |
| A1.0 FLOOR PLAN |
| A1.1 ELEVATIONS |
| A1.2 ELEVATIONS |
| A2.0 VS FLOOR PLAN |
| A2.1 VS ELEVATIONS |
| S1.0 FOUNDATION PLAN |
| Sheets and Views |
| S-101 |
| S1.1 FOUNDATION DETAILS |
| Sheets and Views |
| S-501 |
| S2.0 VS STRUCTURAL |
| M1.0 MECHANICAL PLAN |
| E1.0 ELECTRICAL PLAN |
| E2.0 VS ELECTRICAL |
| D1.0 DEMILITION PLAN.pdf |
| Sheets and Views |
| D1.0 |
| C1.0 SITE PLAN.pdf |
| Sheets and Views |
| C1.0 |
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