Attachment_2_-_Drawing_Packet_-_Indian_Creek_Fence.pdf
PDF 752 KB Posted
- Attached to
- Indian Creek Fence Construction Federal contract opportunity
- Solicitation number
- 140L2625Q0052
About this file
This document is a detailed engineering drawing packet for the Indian Creek Fence Construction project in Clark County, Idaho. The drawing set includes comprehensive technical specifications for constructing approximately 1,281 rod of four-wire fence with specific design elements such as wood anchor structures, wood and steel H-braces, corner braces, gates, and rock jack/figure four structural supports. The drawings provide precise technical details including wire spacing, post types (wood and steel), embedment depths, wire connections, and installation methods for various fence components across different terrain and configuration types.
The project is being executed by the Bureau of Land Management's Idaho Falls District Office, located approximately 25 miles northwest of Dubois, Idaho. The technical drawings meticulously illustrate fence panel configurations, gate designs (including double swing and four-wire gates), bracing techniques, and structural reinforcement methods, with consistent emphasis on proper installation and safety considerations. Each drawing sheet includes specific technical annotations, measurement details, and notes to guide precise construction, ensuring uniformity and structural integrity across the entire fence installation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L2625Q0052_Amd_0001.pdf | ||
| Government_Responses_to_vendor_questions_0001.pdf | ||
| Attachment_3_-_Map_Packet_-_Indian_Creek_Fence_27_JUN_25_0001.pdf | ||
| Attachment_1_-_Specifications_-_Indian_Creek_Fence_27_JUN_25_0001.pdf | ||
| Attachment_1_-_Specifications_-_Indian_Creek_Fence.pdf | ||
| Sol_140L2625Q0052.pdf | ||
| Attachment_3_-_Map_Packet_-_Indian_Creek_Fence.pdf | ||
| Attachment_4_-_WD__ID20250023_30_May_25.pdf |
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Text version
VICINITY MAP
O R
EG
O
N
BOISE
COEUR
D'ALENE
LEWISTON
GRANGEVILLE
TWIN FALLS
W
AS
H
IN
G
TO
N
MONTANA
NEVADA UTAH
W
YO
M
IN
G
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, 1849
PROJECT DESCRIPTION
PROJECT WORK INCLUDES CONSTRUCTION OF APPROXIMATELY 1,281 ROD OF
FOUR-WIRE FENCE WITH WOOD ANCHOR STRUCTURES, (2) FOUR-WIRE GATES, (6)
DOUBLE SWING GATES AND (2) STEEL GATES. THERE ARE THREE SEPARATE
LOCATIONS OF FENCE TO BE CONSTRUCTED WHICH ARE LABELED IN THE
CONTRACT MAPS AS FOLLOWS: WEST FENCE, EAST FENCE AND EXCLOSURE
FENCE. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND SUPPLIES TO
COMPLETE THE PROJECT.
WORK UNDER THIS CONTRACT IS LOCATED IN CLARK COUNTY, NEAR INDIAN CREEK,
APPROXIMATELY 25 MILES NORTHWEST OF DUBOIS, IDAHO. ACCESS TO THE SITE
STARTS AT THE BEGINNING OF MEDICINE LODGE ROAD, 44.17410° N, 112.135940° W.
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UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
IDAHO FALLS DISTRICT OFFICE
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INDIAN CREEK FENCE
CLARK COUNTY, IDAHO
DRAWING INDEX
NO. SHEET NAME REV.
G1.1 COVER SHEET
G1.2 PROJECT LOCATION
S1.1 FOUR-WIRE WOOD-STAY FENCE
S1.2 WOOD H-BRACE & CORNER BRACE
S1.3 STEEL H-BRACE & CORNER BRACE
S1.4 GATE TYPES
S1.5 ROCK JACK & FIGURE FOUR STRUCTURES
PROJECT LOCATION
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6" 8"
16' - 6" O.C.
8' - 3" O.C.
5'
6"
BARBLESS WIRE BARBED WIRE
WOOD 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
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
WOOD 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"
22' - 0" O.C.
7' - 4" O.C. 7' - 4" O.C.
5'
6"
BARBLESS WIRE BARBED WIRE WOOD 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
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3/16" = 1'-0"1 FENCE PANEL AT EXCLOSURE
3/16" = 1'-0"3 DOUBLE STEEL POST STRESS PANEL
ALWAYS
THINK
SAFETY
3/16" = 1'-0"2
FENCE PANEL AT WEST AND EAST
FENCE
UNDISTURBED NATIVE SOIL
4" MIN DIA. WOOD RAIL
EM
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4'
0" 3'
0"
TENSION ROD: USE
CUT TEE POST OR PIPE
DOUBLE LOOP OF BARBLESS
WIRE, TWISTED TIGHT, SECURE
LOW END WITH STAPLE
WIRES AND SPACING PER
FENCE PANEL DETAIL
8' - 0" 8'
0"
6" MIN DIA.
WOOD POST
10" GALVANIZED
BRACE PIN
SAME ON PERPENDICULAR SIDE OF BRACE
FOR CORNER BRACE APPLICATIONS
UNDISTURBED NATIVE SOIL
4" MIN DIA. WOOD RAIL
TENSION ROD: USE
CUT TEE POST OR PIPE
DOUBLE LOOP OF BARBLESS
WIRE, TWISTED TIGHT, SECURE
LOW END WITH STAPLE
WIRES AND SPACING PER
FENCE PANEL DETAIL
8' - 0"
8'
0"
3'
0"
EM
B E
D
4'
0"
6" MIN DIA. WOOD POST
10" GALVANIZED
BRACE PIN
WIRE AND SPACING PER FENCE PANEL DETAIL
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ALWAYS
THINK
SAFETY
3/8" = 1'-0"1 WOOD H-BRACE
NOT TO SCALE2 WOOD CORNER BRACE
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"
S1.3
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
D
3'
3"
/4 S1.3
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 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
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
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3/8" = 1'-0"1 STEEL H-BRACE
1 1/2" = 1'-0"2 BRACE CLAMP
3 STEEL H-BRACE ISOMETRIC 4 STEEL CORNER BRACE ISOMETRIC
ALWAYS
THINK
SAFETY
16' - 6" 16' - 6"
DIRECTION OF
FENCE LINE
GATE PER
/3 S1.4
8' LONG X 7" X 9" CREOSOTE TREATED
RAILROAD TIE OR EQUIVALENT, EMBED 4'
(3) PLACES
DIRECTION OF
FENCE LINE
H-BRACE PER
/1 S1.2
H-BRACE PER
/1 S1.2
GATE PER
/3 S1.4
8' LONG X 7" X 9"
CREOSOTE TREATED
RAILROAD TIE OR
EQUIVALENT, EMBED 4'
WIRE AND SPACING PER
FENCE PANEL DETAIL
WOOD H-BRACE
PER /1 S1.2
SHADED REGION
IS BURIED IN THE
GROUND
WOOD H-BRACE
PER /1 S1.2
WIRE AND SPACING
PER FENCE PANEL
DETAIL
UNDISTURBED
NATIVE SOIL
POWDER RIVER 16' X 52" POWDER
MOUNTAIN GATE OR EQUIVALENT
3" GAP
G
AP4"
3" GAP
16' - 6" GATE OPENING
WOOD H-BRACE
PER /1 S1.2
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 SPACING
WOOD H-BRACE
PER /1 S1.2
WIRE AND SPACING
PER FENCE PANEL
DETAIL
16' - 6" GATE OPENING
WOOD H-BRACE
PER /1 S1.2
MAX 6" GAP MAX 6" GAP
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1" = 10'-0"1 DOUBLE SWING GATE PLAN 2 DOUBLE SWING GATE ISOMETRIC
ALWAYS
THINK
SAFETY
3/16" = 1'-0"4 STEEL GATE W/ WOOD H-BRACE
3/16" = 1'-0"3 FOUR-WIRE GATE W/ 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
| G1-1 - COVER SHEET |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| G1-2 - PROJECT LOCATION |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| S1-1 - FOUR-WIRE WOOD-STAY FENCE |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| S1-2 - WOOD H-BRACE & CORNER BRACE |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| S1-3 - STEEL H-BRACE & CORNER BRACE |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| S1-4 - GATE TYPES |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| S1-5 - ROCK JACK & FIGURE FOUR STRUCTURES |
| Sheets |
| G1.1 - COVER SHEET |
| G1.2 - PROJECT LOCATION |
| S1.1 - FOUR-WIRE WOOD-STAY FENCE |
| S1.2 - WOOD H-BRACE & CORNER BRACE |
| S1.3 - STEEL H-BRACE & CORNER BRACE |
| S1.4 - GATE TYPES |
| S1.5 - ROCK JACK & FIGURE FOUR STRUCTURES |
File details come from the government source that posted it. Updated .