Byington_Fishing_Platform_Total_Dwgs_06-22-2023.pdf
PDF 6 MB Posted
- Attached to
- BYINGTON FISHING PLATFORM 2023
- Solicitation number
- 140L2623Q0068
About this file
This set of construction drawings and specifications is for a fishing platform rehabilitation project located on Bureau of Land Management property in Idaho. The project involves demolishing the existing wooden structure and replacing it with an accessible concrete deck, concrete retaining walls, and a cable railing system. Foundation details are provided for precast or cast-in-place concrete footings and walls. Additional site details include riprap scour protection and drainage. The solicitation number is 140L2623Q0068 and was issued by the Department of the Interior Bureau of Land Management Idaho Region for the Byington Fishing Platform 2023 project.
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Other files
| File | Type | Posted |
|---|---|---|
| Sol_140L2623Q0068.pdf | ||
| Byington_Fishing_Platform_Total_Specs_06-22-2023.pdf |
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SHEET NO. DESCRIPTIONSUBSHEET NO.
G-001
C-101
TITLE SHEET
DEMOLITION PLAN - 2
¤£26
C-1024
DEMOLITION - EXISTING STRUCTUREC-1035
PLAN AND ELEVATION VIEWSC-1046
FOUNDATION PLANC-1057
RIPRAP
DEMOLITION PLAN - 1
C-1068
G-0022 PROJECT SITE LOCATION
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DRAWING INDEX
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BYINGTON FISHING PLATFORM
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FALLS
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AMERICAN
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PROJECT LOCATION LAT: 43.623312° LONG: -111.666293°
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21 MILES TO IDAHO FALLS
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CHK'D BY:
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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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TITLE SHEET
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BYINGTON FISHING PLATFORM
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IDAHO FALLS DISTRICT
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IDAHO
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LLIDI00200
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J.BURROWS
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J.BURROWS
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PROJECT SITE LOCATION
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BYINGTON FISHING PLATFORM
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IDAHO
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LLID956000/LLIDI00200
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K. DONLEY/J.BURROWS
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K. DONLEY/J.BURROWS
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MAY 2023
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AutoCAD SHX Text BYINGTON FISHING PLATFORM (43.621550°, -111.664188°)°, -111.664188°), -111.664188°)°))
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ACCESS ROAD
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BYINGTON FISHING PLATFORM PROJECT SITE LOCATION
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AutoCAD SHX Text DEMOLITION NOTES THE PHOTOS ON THIS PAGE WERE TAKEN ON 11-8-2022 AND SHOW THE EXISTING FISHING PLATFORM. THE ORIGINAL DRAWINGS FOR THE EXISTING STRUCTURE ARE SHOWN ON SHEET C103. ALL EXISTING ITEMS ARE TO BE DEMOLISHED AND REPLACED WITH A COLORED CONCRETE DECK AND CABLE RAILING SYSTEM WITH ANODIZED ALUMINUM FRAME.
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CHK'D BY:
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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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DEMOLITION PLAN - 1
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BYINGTON FISHING PLATFORM
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IDAHO FALLS DISTRICT
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IDAHO
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LLID956000/LLIDI00200
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K. DONLEY/J.BURROWS
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K. DONLEY/J.BURROWS
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MAY 2023
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EXISTING PLATFORM AND FOUNDATION
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EXISTING PLATFORM AND FOUNDATION
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EXISTING PLATFORM AND FOUNDATION
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DEMOLITION PLAN - 2
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BYINGTON FISHING PLATFORM
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IDAHO FALLS DISTRICT
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IDAHO
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LLID956000/LLIDI00200
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K. DONLEY/J.BURROWS
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MAY 2023
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EXISTING PLATFORM
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VIEW AWAY FROM RIVER
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UPSTREAM SIDE OF EXISTING PLATFORM
12" DIA. X 4' CMP CULVERT
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2'-0" X 2'-0" X 8" CONCRETE FOOTING (TYP.)
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34" MINUS GRAVEL
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DOUBLE 2"X12" GIRDERS
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SEE BENCH DETAIL
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PLAN
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TYPICAL FOOTING DETAIL
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PATH
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ELEV. TOP OF COLUMN = 5019.21
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ELEV. 5015.21
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DECK ELEV. 5020.50
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SECTION A-A
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PLAN VIEW
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WEST END VIEW
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MAG-DATE
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2" X6" HANDRAIL BOTH SIDES
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SPACE 2"X8" JOISTS @ 16" O.C.
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2"X6" DECKING, PLACE 14" GAP BETWEEN DECKING PLANKS
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DOUBLE 2"X12" GIRDERS
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14'X1.5' BENCH LOCATION SEE DETAIL
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2"X12" STRINGERS
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4"X4"X4'-0" POST TYPICAL, ALL RAILPOSTS
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2"X4" REDWOOD RAIL
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2"X6" HANDRAIL
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4' WIDE TRAIL FROM ROAD SHOULDER TO RAMP
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REINFORCED CONCRETE FOOTING
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#4 REBAR
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3" LAYER OF SHOTCRETE CONCRETE
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3" GRAVEL LAYER
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2' X 2' X 8" REINFORCED CONCRETE FOOTINGS (TYP.)
AutoCAD SHX Text 12" CORRUGATED (OR HELICAL) STEEL PIPE CULVERT (16 GAGE) FILLED WITH CONCRETE (TYP.)
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ELEV. 5015.21
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ELEV. 5015.21
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NOTE: BOLT RAMP TO DECK WITH 4-1/2" CARRIAGE BOLTS.
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PLACE STRINGERS AT 16" O.C.
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AVERAGE HIGHWATER LINE LOCATION ELEV. 5016.5
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END PANELS SPA. VERT. 2" X 4" 5-5/8" C.C.
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INTERMEDIATE PANEL SPA. VERT. 2" X 4" 5-9/16" C.C.
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#5 REBAR
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#4 REBAR
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2'-0" X 2'-0" X 8" CONCRETE FOOTING (TYP.)
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3" MIN. CLEARANCE FROM BASE
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PLACE REBAR 10" O.C. AND WIRE AS SHOWN.
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END PANEL VERT. 2" X 4" SPACING 7 SPA. AT 5-7/8" C.C.
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INTERMEDIATE PANELS VERT. 2" X 4" SPACING 8 SPA. AT 5-9/16" C.C.
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3" ASPHALT LAYER
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4" GRAVEL LAYER 4'-6" WIDE
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NOTE: SEE TYPICAL FOOTING DETAIL
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HANDRAIL
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2" X 4" BEHIND HANDRAIL
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4" LAYER OF BEDDING MATERIAL
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MARK
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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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DEMOLITION - EXISTING STRUCTURE
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BYINGTON FISHING PLATFORM
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IDAHO FALLS DISTRICT
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IDAHO
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LLID956000/LLIDI00200
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K. DONLEY/J.BURROWS
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K. DONLEY/J.BURROWS
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MAY 2023
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PRECAST OR CAST-IN-PLACE CONCRETE FOOTINGS
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8" CONCRETE WALLS (COLORED)
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5404.86' WSE @ SURVEY
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5407.80' DECK ELEV
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HANSEN ARCHITECTURAL SYSTEMS COMMERCIAL CABLE RAILING (OR APPROVED EQUIVALENT)
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NOTE: PORTION OF HAND RAIL NOT SHOWN FOR CLARITY
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8" COLORED CONCRETE WALLS
AutoCAD SHX Text 8" OF 2" MINUS WASHED DRAINAGE COURSE WITH A 2" LEVELING COURSE OF WASHED PEA GRAVEL ON TOP OF GEOTEXTILE FABRIC.
AutoCAD SHX Text PILOT ROCK MODEL B110C 6 FOOT ACCESSIBLE BENCH WITH RECYCLED PLASTIC SEAT (OR APPROVED EQUIVALENT)
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CHK'D BY:
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MARK
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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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PLAN AND ELEVATION VIEWS
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BYINGTON FISHING PLATFORM
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IDAHO FALLS DISTRICT
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IDAHO
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LLID956000/LLIDI00200
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K. DONLEY/J.BURROWS
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K. DONLEY/J.BURROWS
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MAY 2023
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FRONT ELEVATION
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PLAN VIEW
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6" LEVELING COURSE
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THICKENED EDGE CONCRETE SLAB
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#4 @ 12" OC
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#4 REBAR AT 12" O.C. PLACED 4" BELOW FFE
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EXTENT OF THICKENED EDGE
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PRECAST OR CAST-IN-PLACE CONCRETE FOOTINGS
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#4 HOR. REBAR
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END PLATE
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38" SS WEDGE ANCHOR
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4" SPHERE SHALL NOT PASS THROUGH
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FINISHED FLOOR
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#4 VERT. REBAR @ 12" O.C.
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5404.86' WSE @ SURVEY
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CONCRETE WALL 8" THICK
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#4 @ 12" OC
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#4 HOR. REBAR @ 12" O.C.
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BASE COURSE FOR STRUCTURAL FILL
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#4 REBAR (TYP.)
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BASE COURSE BACKFILL EXTENTS
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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
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BYINGTON FISHING PLATFORM
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IDAHO FALLS DISTRICT
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IDAHO
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LLID956000/LLIDI00200
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K. DONLEY/J.BURROWS
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K. DONLEY/J.BURROWS
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MAY 2023
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FOUNDATION PLAN
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FRONT WALL - SECTION VIEW
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SECTION VIEW
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CONSTRUCTION NOTE: 1) RECOMMEND WALL TO BE SHORED DURING RECOMMEND WALL TO BE SHORED DURING CONSTRUCTION UNTIL THE SLAB IS POURED AND HARDENED. 2) TOP SLAB SHALL BE SLOPED TOWARD THE TOP SLAB SHALL BE SLOPED TOWARD THE RIVER WITH A MAX SLOPE OF 2%.
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5404.86' WSE @ SURVEY
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CHANNEL BED
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CONCRETE WALL 8" THICK
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WELL DRAINED GRAVEL OR STRUCTURAL BACKFILL
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WELL DRAINED SOIL/STRUCTURAL BACKFILL EXTENTS
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GEOTEXTILE FABRIC
AutoCAD SHX Text 8' OF 2" MINUS WASHED DRAINAGE COURSE WITH A 2" LEVELING COURSE OF WASHED PEA GRAVEL ON TOP OF GEOTEXTILE FABRIC.
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PRECAST OR CAST-IN-PLACE CONCRETE FOOTINGS
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SCOUR PROTECTION, PROVIDE RIPRAP AT BASE OF FOOTINGS AND WALL.
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TIE RIPRAP INTO EXISTING BANK AND MATCH SLOPE
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UNITED STATES 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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RIPRAP
AutoCAD SHX Text
BYINGTON FISHING PLATFORM
AutoCAD SHX Text
IDAHO FALLS DISTRICT
AutoCAD SHX Text
IDAHO
AutoCAD SHX Text
LLID956000/LLIDI00200
AutoCAD SHX Text
K. DONLEY/J.BURROWS
AutoCAD SHX Text
J. BURROWS
AutoCAD SHX Text
MAY 2023
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C-106
AutoCAD SHX Text
RIPRAP - PLAN VIEW
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
RIPRAP - SECTION VIEW
AutoCAD SHX Text
SCALE: NTS
CONSTRUCTION NOTE: RECOMMEND WALL TO BE SHORED DURING CONSTRUCTION UNTIL THE SLAB IS POURED AND HARDENED.
| Title Sheet_G001 |
| Sheets and Views |
| G001 |
| Site Location_G002 |
| Sheets and Views |
| G002_Site Location |
| Demolition Plan-1_C101 |
| Sheets and Views |
| C101_Demo1 |
| Demolition Plan-2_C102 |
| Sheets and Views |
| C102_Demo2 |
| Demolition-Existing Structure_C103 |
| Sheets and Views |
| C103_Demo3 |
| Plan and Elevation Views_C104 |
| Sheets and Views |
| C104_Elevations |
| Foundation Plan_C105 |
| Sheets and Views |
| C105_Foundation Plan |
| Riprap_C106 |
| Sheets and Views |
| C106_Riprap |
File details come from the government source that posted it. Updated .