Section_C_Attach_3_Maps_and_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Hart Bar Concrete Project Federal contract opportunity
- Solicitation number
- 140L4326Q0086
About this file
This is a design and project specification document from the U.S. Department of the Interior, Bureau of Land Management, Lakeview District, Oregon for Hart's Bar ADA (Americans with Disabilities Act) Accessibility Upgrades located near Plush, Oregon.
The project involves the installation of accessibility improvements at Hart's Bar recreation area, including a 20' x 32' concrete slab for a shade structure, an installed accessible restroom, an ABA (Accessibility Board) compliant pathway to the restroom, and a 16' x 20' van-accessible parking space. The concrete work specifications call for cast-in-place concrete with a minimum 3000 PSI 28-day compressive strength, a 4-inch concrete pad over 12 inches of minus crushed rock and existing subgrade, and reinforcement with #3 bars at 18-inch centers in both directions. Contraction joints are required at 10-foot intervals with 3/8-inch saw cuts sealed with rubber filler. The ABA pathway includes proper cross-slope requirements (2% cross slope minimum), and the parking space includes designated striping to identify the access aisle and signage placement per ADA standards. All concrete work incorporates elevation specifications with finished concrete elevations ranging from approximately 4474.6 feet to 4475.8 feet to match existing floor elevations. The project drawings show plan views, profile sections, cross-section details, and construction specifications necessary for bid and construction purposes.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L4326Q0086_Amd_0001.pdf | ||
| B09_RFI_Questions_1_0001.docx | DOCX document | |
| Sol_140L4326Q0086.pdf | ||
| Section_C_Attach_4_Location_Map.pdf | ||
| Section_C_Attach_2_HartBarConcrete_Spec.docx | DOCX document | |
| Section_C_Attach_1_HartBarPainting_Spec.docx | DOCX document | |
| Section_J_Attachment_1_Wage_Determination_OR20260080.pdf |
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Text version
LOCATION MAP
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FLORENCE
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NEWPORT
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REEDSPORT
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COOS BAY
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ROSEBURG
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MEDFORD
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EUGENE
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LAKEVIEW
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BURNS
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VALE
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PRINEVILLE
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SNAKE
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RIVER
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COLUMBIA
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RIVER
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BEND
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THE
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DALLAS
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ARLINGTON
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PENDLETON
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BAKER
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CITY
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KLAMATH FALLS
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GRANTS
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PASS
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ASTORIA
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TILLAMOOK
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OREGON
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SALEM
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OREGON
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STATE OFFICE
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ALWAYS
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THINK
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SAFETY
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LAKEVIEW DISTRICT,OREGON
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DRAWING NO.
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DATE:
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DRAWN:
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SHEET OF
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SCALE:
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RESOURCE AREA MANAGER
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DISTRICT ENGINEER
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BUREAU OF LAND MANAGEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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ENGINEERING APPROVAL
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SUBMITTED
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APPROVED
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RECOMMENDED
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DISTRICT MANAGER
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ADM, OPERATIONS
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DIVISION OF OPERATIONS
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REV. NO.
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DESCRIPTION
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LAKEVIEW DISTRICT
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DATE
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LAKEVIEW FIELD OFFICE
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R. SMITH
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NTS
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HART'S BAR ABA UPGRADES
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PROJECT LOCATION
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VICINITY MAP
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PLUSH, OR
PROJECT LOCATION HART'S BAR
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PROPOSED
CONCRETE SLAB FOR
SHADE STRUCTURE
20'X32'
INSTALLED
ACCESSIBLE
RESTROOM
PROPOSED
ABA PATH TO
RESTROOM
PROPOSED
VAN ACCESSIBLE
PARKING SPACE
16'X20'
CL FOR PROFILE
ALIGNMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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HART BAR REC AREA: ABA UPGRADES
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PLAN VIEW
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LAKEVIEW
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0 10 200-10-20
0 10 200-10-20
0 100-10
0 10 20 300-10
4475.8'
MATCH ELEVATION
OF CXT FLOOR
4475.8'
MATCH ELEVATION
OF CXT FLOOR
4475.5'
4475.5'
4474.6'
4474.7'
4474.7'
4475.0'
4475.0'
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2% CROSS SLOPE
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4474.6'
4474.6'
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ABA PARKING
AND TRANSITION TO PATHWAY
ABA PATHWAY
CONCRETE PAD FOR
SHADE STRUCTURE
PROFILE FOR CONCRETE WORK
FOR HART'S BAR ACCESSIBILITY UPGRADES
FINISHED CONCRETE ELEVATIONS
AND CROSS SLOPES FOR
HART'S BAR ACCESSIBILITY UPGRADES
EXISTING GRADE
PROPOSED CONCRETE
EXISTING GRADE
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CROSS SECTIONS FOR
HART'S BAR ACCESSIBILITY UPGRADES
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HART BAR REC AREA: ABA UPGRADES
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PROFILE AND SECTIONS
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PLAN VIEW PROPOSED SLAB
FOR SHADE STRUCTURE
32'
20'
CONTRACTION JOINTS
AT 10'
CONTRACTION JOINT AT 10'
PLAN VIEW PROPOSED SLAB
FOR ABA PARKING SPACE
20'
16'
CONTRACTION JOINT
AT 10'
CONTRACTION JOINT AT 8'
CONTRACTION JOINT DETAIL
3"
1 "1
SAW CUT
(SEAL WITH
RUBBER FILLER)
SLAB DETAIL
4"
4"
" MINUS CRUSHED ROCK
EXISTING SUBGRADE
#3 BARS @ 18" O.C. BOTH WAYS
CAST IN PLACE
CONCRETE, MIN. 3000 PSI
28 DAY COMPRESSIVE
STRENGTH.
1 1/2" MIN.
1 1/2" MIN.
2" MIN.
16'-0"
5'-0"
30'-5
14'-6"
38'-11"
CONTRACTION JOINTS @ 10'
CONTRACTION JOINTS AS SHOWN
PLAN VIEW PROPOSED CONCRETE
FOR ABA PATHWAY
PLAN VIEW PROPOSED STRIPING
FOR ABA PARKING SPACE
20'
16'
5'
11'
STRIPING TO IDENTIFY ACCESS AISLE
PROPOSED SINGAGE
FOR ABA PARKING SPACE
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DETAILS
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| Sheets and Views |
| COVERSHEET.11X17.HB.ABA-SHEET1 |
| HART.BAR.12.7.23_ABAPRK_PATH_FY25-PLAN VIEW |
| HART.BAR.12.7.23_ABAPRK_PATH_FY25-PROFILE_SECTIONS |
| HART.BAR.12.7.23_ABAPRK_PATH_FY25-DETAILS |
File details come from the government source that posted it. Updated .