A06_Drawing_Package_-_Lucile_Fence_Replacement.pdf
PDF 3 MB Posted
- Attached to
- LUCILE FENCE REPLACEMENT IDAHO Federal contract opportunity
- Solicitation number
- 140L3626Q0052
About this file
This document is a set of construction design drawings for a fence replacement project administered by the United States Department of the Interior, Bureau of Land Management, Coeur d'Alene District Office in Idaho.
The project involves construction of approximately 1,500 feet of new four-wire steel-stay fence and removal/disposal of approximately 1,000 feet of existing three-wire fence near the Lucile Recreation Site in Idaho County, approximately 8 road miles north of Riggins, Idaho (coordinates 45.522911° N, 116.304571° W). The contractor must furnish all materials, labor, equipment, and travel expenses for construction. The design drawings specify detailed specifications for four-wire steel-stay fence construction with 5'-6" spacing between double and single steel posts, fence wire configurations, gate construction with 11" wire spacing, and specialized brace structures. Additional construction elements include steel H-braces and corner braces constructed from standard steel pipe and flat bar stock, as well as rock jack and figure four structures built from steel posts wired together with barbless wire. All steel posts are 5'-6" long with soil plates removed, and wire connections must be wrapped and twisted securely at intersections. The drawings provide isometric views, front profiles, and side profiles with detailed dimensions and material specifications for each fence component type.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_0002_Q_A_0002.pdf | ||
| Sol_140L3626Q0052_Amd_0002.pdf | ||
| Sol_140L3626Q0052_Amd_0001.pdf | ||
| Sol_140L3626Q0052.pdf | ||
| A06_Specifications_-_Lucile_Fence_Replacement.pdf | ||
| Past_Performance_Questionnaire.docx | DOCX document | |
| Quote_Template_-_Lucile_Fence_Replacement.pdf | ||
| A06_Map_Packet_-_Lucile_Fence_Replacement.pdf | ||
| B03_WD_ID20260051_Date_5_18_2026.pdf |
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Text version
VICINITY MAP
O R
EG
O
N
BOISE
COEUR
D'ALENE
LEWISTON
GRANGEVILLE
TWIN FALLS
W
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IN
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MONTANA
NEVADA UTAH
W
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BRITISH COLUMBIA ALBERTA
91 89
SHOSHONE
BURLEY
POCATELLO
IDAHO FALLS
ARCO
CHALLIS
SALMON
BOISE
DISTRICT
COEUR D'ALENE
DISTRICT
IDAHO FALLS
DISTRICT
TWIN FALLS
DISTRICT
IDAHO
PROJECT
LOCATION
TNEMTRAPED.S.
U
OF THE INTER
I
OR
HCRAM
3, 18 49
PROJECT DESCRIPTION
PROJECT WORK INCLUDES CONSTRUCTION OF APPROXIMATELY 1,500 FEET OF
NEW FOUR-WIRE FENCE AND REMOVAL/DISPOSAL OF APPROXIMATELY 1,000 FEET OF
EXISTING THREE-WIRE FENCE. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR,
EQUIPMENT AND TRAVEL EXPENSES FOR CONSTRUCTION.
WORK UNDER THIS CONTRACT IS LOCATED NEAR THE LUCILE RECREATION SITE OF
IDAHO COUNTY, APPROXIMATELY 8 ROAD MILES NORTH FROM
RIGGINS, IDAHO. COORDINATES TO THE PROJECT SITE ARE: 45.522911° N,
116.304571° W.
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UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
COEUR D ALENE DISTRICT OFFICE
N A
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LUCILE FENCE REPLACMENT
LUCILE, IDAHO
DRAWING INDEX
NO. SHEET NAME REV.
G1.1 COVER SHEET
G2.1 PROJECT LOCATION
G2.2 CONTRACT WORK
S1.1 FOUR-WIRE STEEL-STAY FENCE
S1.2 S1.3
STEEL H-BRACE & CORNER BRACE
ROCK JACK & FIGURE FOUR STRUCTURES
PROJECT LOCATION
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W O
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WIRE AND SPACING
PER FENCE PANEL
DETAILTYP.
5' - 6"
TYP.
5' - 6"
TYP.
16' - 6" O.C.
TYP.
16' - 6" O.C.
TYP.
5' - 6"
TYP.
5' - 6"
TWO STRANDS OF BARBLESS
WIRE, TWISTED TIGHT
WIRE STAY
5' - 6" DOUBLE
STEEL POST
5' - 6" SINGLE
STEEL POST
5' - 6" DOUBLE
STEEL POST
5' - 6" DOUBLE
STEEL POST
5' - 6" SINGLE
STEEL POST
TWO STRANDS OF
BARBLESS WIRE,
TWISTED TIGHT
6" 8"
12'-0"
6'-0"
5' -6
BARBLESS WIRE BARBED WIRE
WIRE STAY
5' - 6" SINGLE
STEEL POST ADD ADDITIONAL
STRANDS OF BARBED
WIRE AND/ OR A ROCK
DEADMAN (MIN. 50 LBS)
WHEN SPACE BETWEEN
BOTTOM WIRE AND
GROUND EXCEEDS 20"
UNDISTURBED NATIVE SOIL
NOTE:
(2) WRAPS OF BARBLESS WIRE SHALL
SECURE TOP AND BOTTOM OF GATE TO
ANCHOR POINT STRUCTURE AT EACH
END. WIRE LOOPS SHALL BE ABOVE TOP
WIRE AND BELOW BOTTOM WIRE AT
CLOSING END OF GATE AND BETWEEN
WIRES AT TOP AND BOTTOM OF NON-
CLOSING END. GAP BETWEEN GATE POST
AND ANCHOR POINT STRUCTURE SHALL
BE NO MORE THAN 6" AT EITHER END OF
THE WIRE GATE
PIPE AND CHAIN GATE CLOSER
UNDISTURBED
NATIVE SOIL
(1) 4" MIN DIA. X 48" WOOD
GATE END, EACH SIDE
(4) 3" MIN DIA. X 48" WOOD
STAYS, EVENLY SPACED
FOUR WIRE GATE: 11" WIRE SPACINGMAX
6"
STEEL H-BRACE
PER /1 S1.5
MAX
6"
STEEL H-BRACE
PER /1 S1.5
GATE OPENING
16' - 6"
WIRE AND
SPACING PER
FENCE PANEL
DETAIL
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S1.1
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3/16" = 1'-0"3 DOUBLE STEEL POST STRESS PANEL
3/16" = 1'-0"1 FENCE PANEL
3/16" = 1'-0"2 FOUR - WIRE GATE W/ H-BRACE
PIPE 2" STD
BRACE CLAMP,
3/4" X 12 GA MIN.
PIPE 2-1/2" STD
1-1/4" X 4" X 3/16" STEEL FLAT
BAR STOCK W/ 3/8" DIA. HOLE
FOR 5/16" X 2-1/2" BOLT
PREVENT WIRES FROM SLIPPING,
CONTRACTORS CHOICE: HOSE
CLAMP OR WELDED STUD. SECURE
WITH (2) WRAPS OF BARBLESS WIRE.
WIRE AND SPACING
PER FENCE PANEL
DETAIL
STEEL CAP,
TACK WELD
STEEL RAIL
PIPE 2" STD
(2) PLCS.
STEEL POST
PIPE 2-1/2" STD
(3) PLCS.
NOTE:
FENCE WIRE
NOT SHOWN
FOR CLARITY
TENSION ROD:
USE CUT TEE
POST OR PIPE
(2) PLCS.
TENSION
WIRE, TYP.
STEEL CAP
(3) PLCS.
SHADED REGION
IS BURIED IN THE
GROUND
STEEL RAIL
PIPE 2" STD STEEL POST
PIPE 2-1/2" STD
(2) PLCS.
NOTE:
FENCE WIRE
NOT SHOWN
FOR CLARITY
TENSION ROD:
USE CUT TEE
POST OR PIPE
TENSION
WIRE, TYP.
STEEL CAP
(2) PLCS.
SHADED REGION IS BURIED
IN THE GROUND
UNDISTURBED NATIVE SOIL
STEEL RAIL (PIPE 2" STD)
3'
0"
TENSION ROD: USE
CUT TEE POST OR PIPE
DOUBLE LOOP OF BARBLESS
WIRE, TWISTED TIGHT
WIRES AND SPACING PER
FENCE PANEL DETAIL
SAME ON PERPENDICULAR SIDE OF BRACE
FOR CORNER BRACE APPLICATIONS
7' - 0" MIN, 8' - 0" MAX
PREVENT WIRES FROM SLIPPING.
CONTRACTORS CHOICE: HOSE
CLAMP OR WELDED STUD, (10) PLCS.
3'
9"
7'
0"
S1.5
NOTE:
ADD (1) STEEL POST
AND (1) STEEL RAIL
FOR CORNER PANEL
APPLICATIONS.
SEE
STEEL POST
W/ STEEL CAP
(PIPE 2-1/2" STD)
EM
BE
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3'
3"
/4 S1.5
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S1.2
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1 1/2" = 1'-0"2 BRACE CLAMP
4 CORNER BRACE ISOMETRIC3 H-BRACE ISOMETRIC
3/8" = 1'-0"1 STEEL H-BRACE
12"
4'
0"
UNDISTURBED
NATIVE SOIL
3' - 6"
VERTICAL STEEL POST
DIAGONAL STEEL
POST STRUT
STEEL POST FRAME STRUT
NOTE:
1.) STEEL POST ROCK JACK SHALL
BE BUILT USING (8) STEEL POSTS.
2.) ALL STEEL POST SHALL BE 5'-6"
LONG WITH SOIL PLATES REMOVED.
3.) STEEL POST SHALL BE WIRED
TOGETHER AT EACH
INTERSECTION. THE WIRE SHALL BE
BARBLESS WIRE AND WRAPPED
AROUND THE JUNCTION (2) TIMES,
THEN TWISTED TOGETHER (4)
TIMES MIN. SO THE WIRE IS TIGHT
AGAINST THE POSTS.
3'
6"
4' - 6"
1' - 0"
4' - 6"
EQ
EQ
EQ
EQ
2" M
IN
STEEL POST CROSS
STRUT SEGMENTS,
CUT-TO-LENGTH
(GROUND LEVEL)
VERTICAL STEEL POST
STEEL POST
CROSS STRUTS
(GROUND LEVEL)
STEEL POST
FRAME STRUT
(GROUND LEVEL)
STEEL POST
FRAME STRUT
(GROUND LEVEL)
DIAGONAL POST
STEEL STRUT
EACH SIDE
4'
0"
DIAGONAL STEEL
POST STRUT
VERTICAL
STEEL POST
STEEL POST FRAME STRUT
STEEL POST
CROSS STRUT
1' - 6"
M
IN6"
4'
0"
UNDISTURBED
NATIVE SOIL
NOTE:
1.) STEEL POST FIGURE FOUR SHALL
BE BUILT USING (3) STEEL POSTS.
2.) ALL STEEL POST SHALL BE 5'-6"
LONG WITH SOIL PLATES REMOVED.
3.) STEEL POST SHALL BE WIRED
TOGETHER AT EACH INTERSECTION.
THE WIRE SHALL BE BARBLESS WIRE
AND WRAPPED AROUND THE
JUNCTION (2) TIMES, THEN TWISTED
TOGETHER (4) TIMES MIN. SO THE
WIRE IS TIGHT AGAINST THE POSTS.
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1/2" = 1'-0"1 T-POST ROCK JACK SIDE PROFILE
1/2" = 1'-0"3 T-POST ROCK JACK PLAN
1/2" = 1'-0"2 T-POST ROCK JACK FRONT PROFILE
1/2" = 1'-0"4 T-POST FIGURE FOUR
ALWAYS
THINK
SAFETY
| Lucile Fence Replacement - G1-1 - COVER SHEET.pdf |
| Sheets and Views |
| Lucile Fence Replacement - G1-1 - COVER SHEET-Layout1 |
| Lucile Fence Replacement - G2-1 - PROJECT LOCATION.pdf |
| Sheets and Views |
| Lucile Fence Replacement - G2-1 - PROJECT LOCATION-Layout1 |
| Lucile Fence Replacement - G2-2 - CONTRACT WORK.pdf |
| Sheets and Views |
| Lucile Fence Replacement - G2-2 - CONTRACT WORK-Layout1 |
| Lucile Fence Replacement - S1-1 - FOUR-WIRE STEEL-STAY FENCE.pdf |
| Sheets and Views |
| Lucile Fence Replacement - S1-1 - FOUR-WIRE STEEL-STAY FENCE-Layout1 |
| Lucile Fence Replacement - S1-2 - STEEL H-BRACE & CORNER BRACE.pdf |
| Sheets and Views |
| Lucile Fence Replacement - S1-2 - STEEL H-BRACE & CORNER BRACE-Layout1 |
| Lucile Fence Replacement - S1-3 - ROCK JACK & FIGURE FOUR STRUCTURES.pdf |
| Sheets and Views |
| Lucile Fence Replacement - S1-3 - ROCK JACK & FIGURE FOUR STRUCTURES-Layout1 |
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