Robertson_Draw_Fence_Replacement_-_Drawings_-_04-01-2022.pdf
PDF 34 MB Posted
- Attached to
- ROBERTSON DRAW FENCE REPLACEMENT Federal contract opportunity
- Solicitation number
- 140L3622Q0014
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L3622Q0014_Amd_0002.pdf | ||
| Robertson_Draw_Fence_Replacement_-_SOI_-_04-01-2022_0001.pdf | ||
| Sol_140L3622Q0014_Amd_0001.pdf | ||
| Robertson_Draw_Fence_Replacement_-_Specifications_-_04-01-2022.pdf | ||
| DI_137_Release_of_Claims.pdf | ||
| Payment_Bond_(SF_25A_Exp_08-31-22).pdf | ||
| General_Decision__MT20220065_(2-25-2022)_Carbon_County.pdf | ||
| Sol_140L3622Q0014.pdf |
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BUREAU OF LAND MANAGEMENT
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APPROVED BY:
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ROBERTSON DRAW FENCE REPLACEMENT
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CARBON COUNTY
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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 S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 1 - COVER.DWG
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RD FENCE REPLACEMENT - 1 - COVER.DWG
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COVER SHEET
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ROBERTSON DRAW FENCE REPLACEMENT
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XX/XX/XX
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MONTANA
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NAME:
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MIKE STUDINER
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TARA KIEL
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%%UDRAWING INDEX
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SHEET
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DESCRIPTION
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COVER SHEET
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%%USTATE REFERENCE MAP
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PROJECT LOCATION
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WORK LOCATION MAP: SHEET 2
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PROJECT LOCATION MAPS
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SITE MAP
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BASE BID - 1 - NEW FENCE
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BASE BID - 2 - REPLACE FENCE
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ADD ALT 1 - 1 - REPLACE FENCE
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ADD ALT 2 - 1 - NEW BRACES
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ADD ALT 2 - 2 - NEW BRACES
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ADD ALT 2 - 3 - NEW BRACES
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ADD ALT 2 - 4 - NEW BRACES
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ADD ALT 3 - 1 - NEW BRACES
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ADD ALT 3 - 2 - NEW BRACES
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BARBED WIRE FENCE (3 AND 4 WIRE)
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BARBED WIRE FENCE PANELS (STEEL)
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CORNER PANELS (STEEL)
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WIRE GATES (STEEL)
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DRILL STEM MECHANICAL GATE CLOSER
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DEADMAN AT MINOR DEPRESSION
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FIGURE FOUR AND ROCK JACK
WORK LOCATION
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 2 - PROJECT MAPS.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
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MJS
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MJS
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MARK
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REVISION
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DATE
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APPROVED
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PROJECT LOCATION MAPS
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ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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XX/XX/XX
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XX/XX/XX
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TJK
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AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 2 - PROJECT MAPS.DWG
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%%UVICINITY MAP
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%%UWORK LOCATION MAP
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MONTANA
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AUTOCAD
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NAME:
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PROJECT WORK LOCATION: GROVE CREEK ROAD & MEETEETSE TRAIL ROAD SEE SITE MAP
ROBERTSON DRAW FENCE REPLACEMENT SITE MAP3
O=O
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NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
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EXISTING FENCE LINE
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EXISTING ROAD
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3P: 3-POST CORNER
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X: STRESS PANEL
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O: END PANEL
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= : WIRE GATE
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4P: 4-POST CORNER
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 3 - SITE MAP.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
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MJS
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MJS
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MARK
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REVISION
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DATE
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APPROVED
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SITE MAP
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ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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XX/XX/XX
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XX/XX/XX
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TJK
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AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 3 - SITE MAP.DWG
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MONTANA
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AUTOCAD
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NAME:
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MEETEETSE TRAIL ROAD
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GROVE CREEK ROAD
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MEETEETSE TRAIL ROAD
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MEETEETSE TRAIL ROAD
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GROVE CREEK ROAD
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BASE BID: SEE SHEET 4
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BASE BID: SEE SHEET 5
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ADDITIVE ALTERNATE 1: SEE SHEET 6
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ADDITIVE ALTERNATE 2: SEE SHEET 7
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ADDITIVE ALTERNATE 2: SEE SHEET 8
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ADDITIVE ALTERNATE 2: SEE SHEET 9
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ADDITIVE ALTERNATE 2: SEE SHEET 10
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ADDITIVE ALTERNATE 3: SEE SHEET 11
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ADDITIVE ALTERNATE 3: SEE SHEET 12
O=O 3P
O=O X X 3P
X
3P 3P
O=O
X
4P
O
X
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3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
= : WIRE GATE
NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
EXISTING FENCE LINE
EXISTING ROAD
4P: 4-POST CORNER
BASE BID PLAN SHEET 1 - NEW FENCE INSTALLATION4
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE NEW FENCE SHALL BE: 4-WIRE (3-BARBED WITH BOTTOM SMOOTH). ALL FENCE LINE POSTS SHALL BE HEAVY DUTY STEEL LINE POSTS (T-POSTS), AND ALL BRACE PANELS SHALL BE STEEL.
3. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN.
3.1. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE GATE TO STAY UPRIGHT TO PROPERLY FUNCTION.
4. SALVAGEABLE STEEL POSTS, AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE, SHALL BE ALLOWED AS DEADMEN, BUT MUST BE DRIVEN A MINIMUM OF 4-FEET IN THE GROUND, PARALLEL TO AND IN LINE WITH THE FENCE AND ATTACHED WITH ADDITIONAL DOUBLE TWISTED WIRE OF THE SAME MATERIAL AS THE BOTTOM WIRE.
5. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO INSTALLATION OF THE NEW FENCE LINE.
6. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR
MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
7. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 4 - NEW FENCE.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
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MARK
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REVISION
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DATE
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APPROVED
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BASE BID - 1 - NEW FENCE
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ROBERTSON DRAW FENCE REPLACEMENT
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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 S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 4 - NEW FENCE.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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BLM
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PRIVATE
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BEGIN BASE BID PLAN SHEET 1
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END BASE BID PLAN SHEET 1
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BLM ROAD
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BLM ROAD
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BLM ROAD
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NEW FENCE
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NEW FENCE
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NEW FENCE
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ADDITIVE ALTERNATE 2: SEE SHEET 8
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ADDITIVE ALTERNATE 2: SEE SHEET 7
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ADDITIVE ALTERNATE 1: SEE SHEET 5
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ADDITIVE ALTERNATE 2: SEE SHEET 8
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NEW GATE
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NEW GATE
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STRESS PANEL
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3 POST CORNER
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3 POST CORNER
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STRESS PANEL
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3 POST CORNER
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STRESS PANEL
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3 POST CORNER
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END PANEL: CONNECT TO EXISTING FENCE
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END PANEL
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END PANEL
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END PANEL
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NEW GATE
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4 POST CORNER: CONNECT TO EXISTING FENCE
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END PANEL
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O =O
3P
3P
3P
O =O
X O
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O =O
4P
X
X
X
X
X
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
= : WIRE GATE
NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
EXISTING FENCE LINE
EXISTING ROAD
4P: 4-POST CORNER
BASE BID PLAN SHEET 2 - REMOVE AND REPLACE FENCE5
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR FENCE REMOVAL REQUIREMENTS.
3. THE NEW FENCE SHALL BE: 4-WIRE (3-BARBED WITH BOTTOM SMOOTH). ALL FENCE LINE POSTS SHALL BE HEAVY DUTY STEEL LINE POSTS (T-POSTS), AND ALL BRACE PANELS SHALL BE STEEL.
4. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN.
4.1. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE GATE TO STAY
UPRIGHT TO PROPERLY FUNCTION.
5. SALVAGEABLE STEEL POSTS, AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE, SHALL BE ALLOWED AS DEADMEN, BUT MUST BE DRIVEN A MINIMUM OF 4-FEET IN THE GROUND, PARALLEL TO AND IN LINE WITH THE FENCE AND ATTACHED WITH ADDITIONAL DOUBLE TWISTED WIRE OF THE
SAME MATERIAL AS THE BOTTOM WIRE.
6. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF THE
EXISTING FENCE LINE WITH NEW FENCE.
7. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH
EXISTING FENCES.
8. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY
ENTITIES.
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 5 - REPLACE FENCE1.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
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MARK
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REVISION
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DATE
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APPROVED
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BASE BID - 2 - REPLACE FENCE
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ROBERTSON DRAW FENCE REPLACEMENT
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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 S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 5 - REPLACE FENCE1.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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BLM
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PRIVATE
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STATE
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BEGIN BASE BID PLAN SHEET 2
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END PANEL CONNECT TO EXISTING FENCE
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NEW GATE
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END PANEL
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ADDITIVE ALTERNATE 2: SEE SHEET 8
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REMOVE & REPLACE FENCE
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REMOVE & REPLACE FENCE
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REMOVE & REPLACE FENCE
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REMOVE & REPLACE FENCE
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BLM ROAD
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3 POST CORNER
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3 POST CORNER
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3 POST CORNER
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STRESS PANEL CONNECT TO EXISTING FENCE
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END PANEL
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NEW GATE
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END BASE BID PLAN SHEET 2
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END PANEL
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4 POST CORNERS (X2)
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STRESS PANEL
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STRESS PANEL
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STRESS PANEL
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X
3P
X
3P X
X
X
X
X
X
X
X
O
O
O
O
O
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
EXISTING ROAD
ADDITIVE ALTERNATE 1 - REMOVE AND REPLACE FENCE6
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834
- WIRE FENCES AND GATES, FOR FENCE REMOVAL REQUIREMENTS.
3. THE NEW FENCE SHALL BE: 4-WIRE (3-BARBED WITH BOTTOM SMOOTH). ALL FENCE LINE POSTS SHALL BE HEAVY DUTY STEEL LINE POSTS (T-POSTS), AND ALL BRACE
PANELS SHALL BE STEEL.
4. SALVAGEABLE STEEL POSTS, AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE, SHALL BE ALLOWED AS DEADMEN, BUT MUST BE DRIVEN A MINIMUM OF 4-FEET IN THE GROUND, PARALLEL TO AND IN LINE WITH THE FENCE AND ATTACHED WITH ADDITIONAL DOUBLE TWISTED WIRE OF THE SAME MATERIAL AS THE BOTTOM
WIRE.
5. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF THE EXISTING FENCE LINE
WITH NEW FENCE.
6. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
7. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
AutoCAD SHX Text
DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 6 - REPLACE FENCE2.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
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MARK
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REVISION
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DATE
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APPROVED
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ADD ALT 1 - 1 - REPLACE FENCE
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ROBERTSON DRAW FENCE REPLACEMENT
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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 S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 6 - REPLACE FENCE2.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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BLM
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PRIVATE
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STATE
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BLM
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PRIVATE
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BASE BID: SEE SHEET 5
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BEGIN ADDITIVE ALTERNATE 1: CONNECT TO EXISTING FENCE
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REMOVE & REPLACE FENCE
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REMOVE & REPLACE FENCE
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REMOVE & REPLACE FENCE
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END ADDITIVE ALTERNATE 1
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STRESS PANEL
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END PANEL
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3 POST CORNER
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3 POST CORNER
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BLM ROAD
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STRESS PANEL CONNECT TO EXISTING FENCE AT STATE LAND BOUNDARY
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END PANEL
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END PANEL
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END PANEL
X
3P 3P
X
O
X
X
O
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
EXISTING FENCE LINE
EXISTING ROAD
ADDITIVE ALTERNATE 2 PLAN SHEET 1 - NEW BRACES7
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR EXISTING BRACE STRUCTURE REMOVAL & DISPOSAL REQUIREMENTS.
3. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF EXISTING BRACE PANEL
STRUCTURES, AND THE INSTALLATION OF NEW STEEL BRACE PANEL STRUCTURES.
4. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
5. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REMOVED, REPLACED, AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS.
ADDITONAL ITEMS REMOVED AND/OR INSTALLED SHALL BE PAID FOR BY THE ACTUAL QUANTITY REMOVED OR INSTALLED PER THE UNIT BID PRICE OF THE ITEM.
6. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 7 - NEW BRACES1.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text
MARK
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REVISION
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DATE
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APPROVED
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ADD ALT 2 - 1 - NEW BRACES
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ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 7 - NEW BRACES1.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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AutoCAD SHX Text 1000'
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BLM
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PRIVATE
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BLM
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PRIVATE
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STRESS PANEL TIE-INTO EXISTING FENCE
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3 POST CORNER
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STRESS PANEL
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STRESS PANEL
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3 POST CORNER
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BLM ROAD
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BLM ROAD
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BASE BID: SEE SHEET 4
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BEGIN ADDITIVE ALTERNATE 2 PLAN SHEET 1
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END ADDITIVE ALTERNATE 2 PLAN SHEET 1
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STRESS PANEL
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STRESS PANEL
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END PANEL
4P 3P
X
X
3P
3P
O=O O=O
O=O
3P
O=O
X
O O X
OO
X
X
X4P
X
X
O=O
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
= : WIRE GATE
NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
EXISTING FENCE LINE
EXISTING ROAD
4P: 4-POST CORNER
ADDITIVE ALTERNATE 2 PLAN SHEET 2 - NEW BRACES8
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE
FENCES AND GATES, FOR EXISTING BRACE STRUCTURE REMOVAL & DISPOSAL REQUIREMENTS.
3. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN.
3.1. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE GATE TO STAY UPRIGHT TO PROPERLY FUNCTION.
4. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF EXISTING BRACE PANEL STRUCTURES, AND THE INSTALLATION OF NEW STEEL BRACE PANEL STRUCTURES AND NEW GATES.
5. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
6. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REMOVED, REPLACED, AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS.
ADDITONAL ITEMS REMOVED AND/OR INSTALLED SHALL BE PAID FOR BY THE ACTUAL QUANTITY REMOVED OR INSTALLED PER THE UNIT BID PRICE OF THE ITEM.
7. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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AutoCAD SHX Text
BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 8 - NEW BRACES2.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ADD ALT 2 - 2 - NEW BRACES
AutoCAD SHX Text
ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 8 - NEW BRACES2.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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AutoCAD SHX Text 1000'
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BLM
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PRIVATE
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BLM
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PRIVATE
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3 POST CORNER
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4 POST CORNER TIE-INTO EXISTING FENCE
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END PANEL
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NEW GATE
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END PANEL
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STRESS PANEL
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STRESS PANEL
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3 POST CORNER
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END PANEL
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NEW GATE
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END PANEL
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END PANEL
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NEW GATE
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END PANEL
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3 POST CORNER
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BASE BID: SEE SHEET 4
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BEGIN ADDITIVE ALTERNATE 2 PLAN SHEET 2
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END ADDITIVE ALTERNATE 2 PLAN SHEET 2
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ADDITIVE ALTERNATE 2 PLAN SHEET 2: SEE SHEET 9
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BASE BID: SEE SHEET 5
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ROAD
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ROAD
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BLM ROAD
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BLM ROAD
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MEETEETSE TRAIL ROAD
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GROVE CREEK ROAD
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GROVE CREEK ROAD
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GROVE CREEK ROAD
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MEETEETSE TRAIL ROAD
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END PANEL
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END PANEL
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STRESS PANEL
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END PANEL
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END PANEL
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STRESS PANEL
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4 POST CORNER
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STRESS PANEL
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STRESS PANEL
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NEW GATE
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END PANEL
3P
O=O O=O
3P
3P
4P
O=O
X
X
X
X 4P
X
X
X
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
= : WIRE GATE
NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE
EXISTING FENCE LINE
EXISTING ROAD
4P: 4-POST CORNER
ADDITIVE ALTERNATE 2 PLAN SHEET 3 - NEW BRACES9
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR EXISTING BRACE STRUCTURE REMOVAL & DISPOSAL REQUIREMENTS.
3. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN.
3.1. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE
GATE TO STAY UPRIGHT TO PROPERLY FUNCTION.
4. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF EXISTING BRACE PANEL STRUCTURES, AND THE INSTALLATION OF NEW STEEL BRACE PANEL STRUCTURES AND
NEW GATES.
5. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE
SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
6. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REMOVED, REPLACED, AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. ADDITONAL ITEMS REMOVED AND/OR INSTALLED SHALL BE PAID FOR BY THE ACTUAL
QUANTITY REMOVED OR INSTALLED PER THE UNIT BID PRICE OF THE ITEM.
7. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY
OTHER NECESSARY ENTITIES.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
BILLINGS FIELD OFFICE
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SHEET
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OF
AutoCAD SHX Text
RD FENCE REPLACEMENT - 9 - NEW BRACES3.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ADD ALT 2 - 3 - NEW BRACES
AutoCAD SHX Text
ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 9 - NEW BRACES3.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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AutoCAD SHX Text 1000'
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BLM
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PRIVATE
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BLM
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PRIVATE
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BEGIN ADDITIVE ALTERNATE 2 PLAN SHEET 3
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END ADDITIVE ALTERNATE 2 PLAN SHEET 3
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BASE BID: SEE SHEET 4
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BASE BID: SEE SHEET 5
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ADDITIVE ALTERNATE 2: SEE SHEET 8
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ADDITIVE ALTERNATE 2: SEE SHEET 8
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END PANEL
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NEW GATE
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END PANEL CONNECT TO EXISTING FENCE
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STRESS PANEL
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3 POST CORNER
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3 POST CORNER
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4 POST CORNER CONNECT TO EXISTING FENCE
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BLM ROAD
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BLM ROAD
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BLM ROAD
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MEETEETSE TRAIL ROAD
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MEETEETSE TRAIL ROAD
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STRESS PANEL
X O
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
EXISTING FENCE LINE
EXISTING ROAD
ADDITIVE ALTERNATE 2 PLAN SHEET 4 - NEW BRACES10
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR EXISTING BRACE STRUCTURE REMOVAL & DISPOSAL REQUIREMENTS.
3. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF EXISTING BRACE PANEL STRUCTURES, AND THE INSTALLATION OF NEW STEEL BRACE PANEL STRUCTURES AND
NEW GATES.
4. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE
SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
5. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REMOVED, REPLACED, AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. ADDITONAL ITEMS REMOVED AND/OR INSTALLED SHALL BE PAID FOR BY THE ACTUAL
QUANTITY REMOVED OR INSTALLED PER THE UNIT BID PRICE OF THE ITEM.
6. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY
OTHER NECESSARY ENTITIES.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
AutoCAD SHX Text
AutoCAD SHX Text
BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 10 - NEW BRACES4.DWG
AutoCAD SHX Text
EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
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APPROVED
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ADD ALT 2 - 4 - NEW BRACES
AutoCAD SHX Text
ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 10 - NEW BRACES4.DWG
AutoCAD SHX Text
MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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BLM ROAD
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3 POST CORNER TIE-INTO EXISTING FENCE
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3 POST CORNER
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BLM
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PRIVATE
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STATE
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BLM
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PRIVATE
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BEGIN ADDITIVE ALTERNATE 2 PLAN SHEET 4
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END ADDITIVE ALTERNATE 2 PLAN SHEET 4
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STRESS PANEL
3P
3P
3P
O=O O
X
X
X X
X
X
X
X
O=O
X
X
X X
X
O
O=O
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
= : WIRE GATE
EXISTING FENCE LINE
EXISTING ROAD
ADDITIVE ALTERNATE 3 PLAN SHEET 1 - NEW BRACES11
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR EXISTING BRACE STRUCTURE REMOVAL & DISPOSAL REQUIREMENTS.
3. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN.
3.1. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE
GATE TO STAY UPRIGHT TO PROPERLY FUNCTION.
4. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF EXISTING BRACE PANEL STRUCTURES, AND THE INSTALLATION OF NEW STEEL BRACE PANEL STRUCTURES AND
NEW GATES.
5. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.
6. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REMOVED, REPLACED, AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. ADDITONAL ITEMS REMOVED AND/OR INSTALLED SHALL BE PAID FOR BY THE
ACTUAL QUANTITY REMOVED OR INSTALLED PER THE UNIT BID PRICE OF THE ITEM.
7. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY
OTHER NECESSARY ENTITIES.
AutoCAD SHX Text
DATE:
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 11 - NEW BRACES5.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
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MARK
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REVISION
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DATE
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APPROVED
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ADD ALT 3 - 1 - NEW BRACES
AutoCAD SHX Text
ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 11 - NEW BRACES5.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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AutoCAD SHX Text 500'
AutoCAD SHX Text 1000'
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BLM
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PRIVATE
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BLM
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PRIVATE
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PRIVATE
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STRESS PANEL
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3 POST CORNER
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BLM ROAD
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3 POST CORNER
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3 POST CORNER
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3 POST CORNER
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3 POST CORNER
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STRESS PANEL
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STRESS PANEL
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STRESS PANEL
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STRESS PANEL
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STRESS PANEL
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STRESS PANEL
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STRESS PANEL
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END PANEL
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NEW GATE
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END PANEL
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END PANEL
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MEETEETSE TRAIL ROAD
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MEETEETSE TRAIL ROAD
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END PANEL
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NEW GATE
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END PANEL
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BEGIN ADDITIVE ALTERNATE 3 PLAN SHEET 1
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END ADDITIVE ALTERNATE 3 PLAN SHEET 1
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ADDITIVE ALTERNATE 3: SEE SHEET 12
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BLM ROAD
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END PANEL
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STRESS PANEL
X
X
4P
3P
X
O=O
3P: 3-POST CORNER
X: STRESS PANEL
O: END PANEL
= : WIRE GATE
EXISTING FENCE LINE
EXISTING ROAD
4P: 4-POST CORNER
ADDITIVE ALTERNATE 3 PLAN SHEET 2 - NEW BRACES12
GENERAL NOTES:
1. WORK IS ANTICIPATED TO START AFTER JULY 15, 2022.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE SOW AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE COR. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR EXISTING BRACE STRUCTURE REMOVAL &
DISPOSAL REQUIREMENTS.
3. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN.
3.1. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE GATE TO STAY UPRIGHT
TO PROPERLY FUNCTION.
4. SEE THE SOW AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF EXISTING BRACE PANEL STRUCTURES, AND THE INSTALLATION OF NEW STEEL BRACE PANEL STRUCTURES AND NEW GATES.
5. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE SOW FOR MORE INFORMATION REGARDING CONNECTIONS
MADE WITH EXISTING FENCES.
6. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REMOVED, REPLACED, AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. ADDITONAL ITEMS REMOVED AND/OR INSTALLED SHALL BE PAID FOR BY THE ACTUAL QUANTITY REMOVED OR INSTALLED
PER THE UNIT BID PRICE OF THE ITEM.
7. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY
ENTITIES.
AutoCAD SHX Text
DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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RD FENCE REPLACEMENT - 12 - NEW BRACES6.DWG
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EASTERN MONTANA-DAKOTAS DISTRICT OFFICE
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text
MARK
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REVISION
AutoCAD SHX Text
DATE
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APPROVED
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ADD ALT 3 - 2 - NEW BRACES
AutoCAD SHX Text
ROBERTSON DRAW FENCE REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 4/1/22
AutoCAD SHX Text S:\SUPPORT_SERVICES\ENGINEERING\BIFO\RANGE IMPROVEMENTS\FENCES\2022_ROBERTSON DRAW FENCES\1. DESIGN\3. AUTOCAD\SHEETS\RD FENCE REPLACEMENT - 12 - NEW BRACES6.DWG
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MJS
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XX/XX/XX
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XX/XX/XX
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AUTOCAD
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NAME:
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MJS
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TJK
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TJK
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MONTANA
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AutoCAD SHX Text 500'
AutoCAD SHX Text 1000'
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BLM
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PRIVATE
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BLM
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PRIVATE
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PRIVATE
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BEGIN ADDITIVE ALTERNATE 3 PLAN SHEET 2
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STRESS PANEL
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STRESS PANEL
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4 POST CORNER CONNECT TO EXISTING FENCE
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3 POST CORNER CONNECT TO EXISTING FENCE
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END ADDITIVE ALTERNATE 3 PLAN SHEET 2
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ADDITIVE ALTERNATE 3:SEE SHEET 11
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END PANEL
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NEW GATE
13 19
2 POST END PANEL
h3
TYPE A
TERM I NA TE WIRES ON
STEEL BRACE POST
D c ----------- ::e:
II
u
TYPE B
h3
H3
3 POST STRESS PANELS
6 TO 8 FT.
LENGTH -----TERMINATE WIRES o,N-----
1 FT. _.
SPACING I-
D c a::
A
II
II
II
II
TYPE A
h3
GENERAL NOTES:
1. ALL STEEL BRACE POSTS WILL BE CAPPED BY
GOVERNMENT.
2. SEE SPECIFICATIONS FOR THE FOLLOWING:
I. RA TIO OF STEEL TO WOOD LINE POSTS
II. POST SPACING, LENGTH & DEPTH IN GROUND
Ill. TYPE OF WIRE TO BE UTILIZED
IV. SPACING BETWEEN WIRES
3. DRAWING IS NOT DRAWN TO SCALE
STEEL BRACE POST
D i: ::::t:t:::::::::::::t1�:::::::::::::tt== A
II
II
II
II
II
II
II
II
II
II
II
II
u
II
II
II
II
II
u
TYPE B
KEY NOTES:
r.;\ STEEL LINE POST SHALL BE 5-1/2 FT.
\}_/ CERTIFIED 1.33 LBS/FT MINIMUM AND
COLORED ACCORDING TO SPECIFICATIONS
0 BRACE RAIL BANDS ATTACH 4 TO 6 IN.
BELOW TOP WIRE HEIGHT
0 BRACE RAIL BAND ATTACH 3 IN. MAXIMUM
ABOVE GROUND SURFACE
THINK SAFETY FIRST
V DESIGN omCE:EMDDO
DESIGNED BY: BF DATE: 02/13/2020
AUT0CAO NAME:2021 STEEL 0RAWINGS.DWG
DRAWN BY: BF DATE: 02/13/2020
CHECKE0 BY: GS DATE: 02/26/2020
APPROVED BY: GS DATE: 02/26/2020
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
BARBED WIRE FENCE PANELS (STEEL)
MILES CITY FIELD OFFICE MONTANA
SHEET 14 OF 19
3-POST CORNER PANEL
GENERAL NOTES:
II
II
II
II
II
II
II
II
II
II
II
II
u
TYPE A
TYPE A
BRACE POST TYPE B
STEEL BRACE POST
TOP
WIRE
LOCATION
FLATTEN APPROX. 1-1/2 IN. ON
BOTH ENDS OF THE BRACE RAIL
AND DRILL/PUNCH A HOLE IN THE
FLATTENED PART FOR 3/8 IN.
BOLT
KEY NOTES:
I I I I I I I I I
II
II
u
TYPE B
TYPE B
4 TO 6 IN.
I
TOP
WIRE
LOCATION
1. NUMBER OF WIRES, TYPE OF WIRE, AND WIRE
SP ACING SAME AS FOR FENCE.
STEEL LINE POST SHALL BE 5-1 /2 FT. CERTIFIED 0 1.33 LBS/FT MINIMUM AND COLORED ACCORDING
2. DRAWING IS NOT DRAWN TO SCALE.
AUT0CAD NAME:2021 STEEL DRAWINGS.DWG """ REVISION ..,,,.,...,
DESIGNED BY: BF DATE: 02/18/2020
DRAW N BY: BF DATE: 02/18/2020
CHECKED BY: GS DATE: 02/26/2020
TO SPECIFICATIONS
f"i\. BRACE RAIL BANDS ATTACH 4 TO 6 IN. BELOW
\::.../ TOP WIRE HEIGHT
0 STEEL BRACE POST WILL BE CAPPED BY THE
GOVERNMENT
0 3/8 IN. GALVANIZED GRADE 5 CARRIAGE BOLT
TYP.
THINK SAFETY FIRST
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
CORNER PANELS (STEEL) SHEET OF V
1-DES
I
GN
o m c E:
E
MD
D O
.;......;._-+---+--+-----i
APPROVED BY:GS DATE:02/26/2020 MILES CITY FIELD OFFICE MONTANA
15 19
1 FT.
SPACING
H3 h3
1 FT.
SPACING
MECHANICAL
GATE CLOSER
MECHANICAL
GATE CLOSER
FOUR WIRE GATE
TYPE A
i------+-ANEL POST SPACING 16.5 FT.----i
I
GTH I
I I I I I I
2, 3 IN. 0 GATE STAYS
FOUR WIRE GATE
TYPE B
'----ANEL POST SPACING 16.5 FT.----i
I I I I I I I I I I I I
2, THREE WIRE GATE
TYPE A
i----ANEL POST SPACING 16.5 FT.----i
2, 3 IN. 0 GATE STAYS
KEY NOTES:
u
H2 h2
6 TO 8 FT.
LENGTH
H2 h2
GENERAL NOTES:
1. CONSTRUCT END PANEL ON EACH SIDE OF GATE AS
REQUIRED IN THE SPECIFICATIONS.
STEEL LINE POST SHALL BE 5-1 /2 FT. CERTIFIED
0 1.33 LBS/FT MINIMUM AND COLORED TO MATCH
SPECIFICATIONS
2. DRILL STEM MECHANICAL GA TE CLOSER CONSTRUCTION
BASED ON DESIGN IN SPECIFICATIONS AND DRAWINGS
3. ALL STEEL BRACE POSTS WILL BE CAPPED BY THE
GOVERNMENT
4. DRAWING IS NOT DRAWN TO SCALE
r,:;\ BRACE RAIL BANDS ATTACH 4 TO 6 IN. BELOW TOP
\::.../ WIRE HEIGHT
r;\ BRACE RAIL BAND ATTACH 3 IN. MAXIMUM ABOVE
\::..../ GROUND SURFACE
THINK SAFETY FIRST
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
WIRE GATES (STEEL) SHEET OF
CHECKED BY: GS DATE: 02/ 26/ 2020
1.:'.t-P.:::PROVED:::=...:.:BY.:...:,cs=-------=[),l(=--JE:=---0..::.2/,::..:
26:..::,/ 2
.,..-jo 1--+---t----t MILES CITY FIELD OFFICE MONTANA
16 19
OPEN POSITIO� \ \
STEEL BRACE POST '�,,
STEEL
BRACE
RAIL
C
B
I A l
NOTE:
GATE LOO
1. STEM ON GA TE CLOSER SHALL
BE INSERTED SECURELY INSIDE
AND FLUSH WITH THE TOP OF
THE STEEL BRACE POST
2. GA TE CLOSER SHALL PROVIDE A
COVER FOR THE STEEL BRACE
POST TOP
3. SPACING BETWEEN WIRES ON
GA TE SHALL BE SAME AS FENCE
4. DRAWING IS NOT DRAWN TO
SCALE
I I
I I I I I
AUT0CAD NAME: DRIU. STEM GATE.DWG MARK REVISION N'PRCMD
DESIGN OFFICE: EMDOO
GALVANIZED
FLANGED NUTS
TOP VIEW
,....._ _____ �---i!��d===
MIN. 3 IN.
PIPE COVER� ¢ WOOD
(SEE NOTE 2) POST
STEEL
BRACE
POST
SIDE VIEW
GATE LOOP
SEE NOTE 2
6 IN.
MIN.
�3/16 IN.
STEEL CABLE
LOOP
THINK SAFETY FIRST
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
• ��----1---------1
DESIGNED BY: BF DATE:02/13/2020
DRAWN BY: BF DATE: 02/13/2020 DRILL STEM MECHANICAL GATE CLOSER SHEET OF
CHECKED BY: GS DATE: 02/28/2020
N'PROVEO BY:Gs DATE:02/28/2020 MILES CllY FIELD OFFICE MONTANA
17 19
DEADMAN
----------L----------
GENERAL NOTES:
D c a::=------t,-H-.... __ A
D c a:=
A
12-1
2 GA.
GAL V. BAR BLESS
WIRE DOUBLE
TWISTED
I/
/��/ 5-1
2 FT. STEEL LINE
{ / POST MINIMUM OF 4 FT.
t/ IN TO THE GROUND, DRIVEN PARALLEL AND
IN LINE WITH THE
FENCE.
12-1
2 GA.
GAL V. BARBLESS
WIRE DOUBLE
TWISTED
DEADMAN
1. FOR DEADMAN, USE DOUBLE TWISTED WIRE OF THE SAME MATERIAL AS BOTTOM WIRE OF
FENCE AND A ROCK
MIN. WEIGHT 50 LBS.
OR STEEL LINE POST DEADMAN WHEN SPACE
BETWEEN BOTTOM WIRE AND GROUND SURFACE EXCEED 20 INCHES.
2. SEE SPECIFICATIONS FOR THE FOLLOWING:
I. POST SPACING, LENGTH & DEPTH IN GROUND
II. SPACING BETWEEN WIRES
3. DRAWING IS NOT DRAWN TO SCALE.
l h1 \j v�LINE POST
WOOD OR
STEEL LINE
POST
THINK SAFETY FIRST
DRAWN BY: er DAlE:02/13/2020
CHECKED BY: GS DAlE: 02/26/2020
APPROVED BY: GS DAlE: 02/26/2020
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
DEADMAN AT MINOR DEPRESSION
MILES CllY FIELD OFFICE MONTANA
SHEET OF 18 19
..l N gi o E I
N
0 1 _I a, v�
N
1'-6" (457 mm)
2 X 6 X 2'-6" ( 51 mm x 152 mm x 7 62 mm)
2-40d NAILS AT EACH JOINT . M ORT ISE ONE MEMBER T O GET M…
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