Cottonwood Combined Dwgs.pdf
PDF 8 MB Posted
- Attached to
- COTTONWOOD ASPHALT REPAIR 2020
- Solicitation number
- 140L2620Q0024
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| File | Type | Posted |
|---|---|---|
| Sol_140L2620Q0024.pdf | ||
| Cottonwood Combined Specs.pdf |
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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TITLE SHEET
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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JERRY BURROWS
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44 MILES TO SALMON
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PROJECT LOCATION
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15.5 MILES TO CHALLIS
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COTTONWOOD SITE LOCATION
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SITE LOCATION
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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U.S. HIGHWAY 93
AutoCAD SHX Text Damaged asphalt areas to be removed, grubbed, and patched with asphalt.
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DRAWING KEY
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AutoCAD SHX Text Damaged asphalt areas to be removed, grubbed, and replaced with concrete..
AutoCAD SHX Text 1 Boat Trailer Parking: 630ft² Boat Trailer Parking: 630ft² 2 Left Side of Y in Roadway: 51ft² Left Side of Y in Roadway: 51ft² 3 U-Turn Roadway: 75ft² U-Turn Roadway: 75ft² 4 Dumpster Pad and Roadway: 180ft² Dumpster Pad and Roadway: 180ft² 5 Camping Unit #4: 20ft² Camping Unit #4: 20ft² 6 Tent Camping Unit Parking Pad: 90ft² Tent Camping Unit Parking Pad: 90ft² 7 Camping Unit #11: 16ft² Camping Unit #11: 16ft² 8 Roadway between #12 & #13: 64ft² Roadway between #12 & #13: 64ft² 9 Roadway Across from #13: 72ft² Roadway Across from #13: 72ft² 10 In front of Host Site Information Sign: 40ft² In front of Host Site Information Sign: 40ft² 11 Host Site RV parking Pad: 850ft² Host Site RV parking Pad: 850ft² -Host Site to be replaced with Concrete 12 Day Use Dumpster Pad: 72ft²Day Use Dumpster Pad: 72ft²
AutoCAD SHX Text Damaged Asphalt Notes
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SITE LAYOUT 1
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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JERRY BURROWS
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DRAWING KEY
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AutoCAD SHX Text Damaged asphalt areas to be removed, grubbed, and replaced with concrete.
AutoCAD SHX Text 1 Boat Trailer Parking: 630ft² Boat Trailer Parking: 630ft² 2 Left Side of Y in Roadway: 51ft² Left Side of Y in Roadway: 51ft² 3 U-Turn Roadway: 75ft² U-Turn Roadway: 75ft² 4 Dumpster Pad and Roadway: 180ft² Dumpster Pad and Roadway: 180ft² 5 Camping Unit #4: 20ft² Camping Unit #4: 20ft² 6 Tent Camping Unit Parking Pad: 90ft² Tent Camping Unit Parking Pad: 90ft² 7 Camping Unit #11: 16ft² Camping Unit #11: 16ft² 8 Roadway between #12 & #13: 64ft² Roadway between #12 & #13: 64ft² 9 Roadway Across from #13: 72ft² Roadway Across from #13: 72ft² 10 In front of Host Site Information Sign: 40ft² In front of Host Site Information Sign: 40ft² 11 Host Site RV parking Pad: 850ft² Host Site RV parking Pad: 850ft² -Host Site to be replace with Concrete 12 Day Use Dumpster Pad: 72ft²Day Use Dumpster Pad: 72ft²
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SITE LAYOUT 2
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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JERRY BURROWS
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DAMAGE PHOTOS 1
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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ON SITE PICTURES OF DAMAGED ASPHALT ALONG ROADWAY AND CAMPING SITES.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DAMAGE PHOTOS 2
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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ON SITE PICTURES OF DAMAGED ASPHALT ALONG ROADWAY AND CAMPING SITES.
CONCRETE PAD
COMPACTED SUBGRADE
NOTES:
1. CONCRETE TO BE 4,000 PSI 28 DAY STRENGTH.
2. REBAR TO BE GRADE 60, SUPPORTED ON CHAIRS AT PROPER DEPTH.
3. SUBGRADE TO BE COMPACTED AND COVERED WITH 4" OF CRUSHED
AGGREGATE PRIOR TO PLACEMENT OF CONCRETE.
4. SLOPE PAVEMENT TO DRAIN AS SHOWN ON DRAWINGS.
5. CONCRETE PAD TO RECEIVE A MEDIUM BROOM FINISH.
NTS
850 SQFT CONCRETE PAD
CROSS SECTION
CRUSHED
CROSS SLOPE: 1.5% MAX.
4"
6"
AGGREGATE
#4 REBAR, 18" C-C EW
ASPHALT PAVEMENT
COMPACTED SUBGRADE
NOTES:
1. SUBGRADE TO BE COMPACTED AND COVERED WITH 4" OF CRUSHED
AGGREGATE PRIOR TO PLACEMENT OF ASPHALT PAVEMENT.
2. SLOPE PAVEMENT TO DRAIN AS SHOWN ON DRAWINGS.
NTS
ASPHALT CROSS SECTION
CRUSHED
CROSS SLOPE: 1.5% MAX.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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PAVEMENT DETAILS
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COTTONWOOD ASPHALT REPAIR
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IDAHO FALLS DISTRICT
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IDAHO
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IDAHO FALLS DISTRICT
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JERRY BURROWS
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JERRY BURROWS
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C5
| COTTONWOOD TITLE SHEET |
| Sheets and Views |
| TITLE SHEET NEW |
| COTTONWOOD SITE LOCATION |
| Sheets and Views |
| SITE LOCATION |
| C3 |
| C4 |
| COTTONWOOD SITE LAYOUT 1 |
| Sheets and Views |
| SITE LAYOUT 1 |
| C3 |
| C4 |
| COTTONWOOD SITE LAYOUT 2 |
| Sheets and Views |
| SITE LAYOUT 2 |
| C3 |
| C4 |
| COTTONWOOD DAMAGE PHOTOS 1 |
| Sheets and Views |
| DAMAGE PHOTOS 1 |
| C3 |
| C4 |
| COTTONWOOD DAMAGE PHOTOS 2 |
| Sheets and Views |
| DAMAGE PHOTOS 2 |
| C3 |
| C4 |
| COTTONWOOD PAVEMENT DETAILS |
| Sheets and Views |
| DETAILS |
| C3 |
| C4 |
File details come from the government source that posted it. Updated .