IDOT Chain Link Fence Specifications~1.pdf
PDF 594 KB Posted
- Solicitation number
- 24-494DOT-DISTR-B-41007
- Issued by
- Champaign County, Chicago City, Illinois
About this file
This document contains the Illinois Department of Transportation's (IDOT) standard specifications for a chain link fence arrangement. The specifications provide detailed technical drawings and dimensions for various components of the fence system, including line posts, terminal posts, gate posts, fabric, and hardware. The specifications are intended to be used for IDOT chain link fence projects across the state.
The document also references a separate state and local contract opportunity for a Small Business Set Aside program to provide and install a chain link fence in Champaign County and the City of Champaign. The contract opportunity is open only to vendors participating in the state's Small Business Set Aside Program. The project scope, quantities, and other requirements are not included in this document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IFB Champaign Storage Fence & Installation B41007docx.docx | DOCX document | |
| Std Spec 664 Chain Link Fence.pdf | ||
| fenceperimeter.pdf | ||
| ipg-active-registered-vendor-disclosure-formerly-forms-b-v.23.1~7.docx | DOCX document |
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Text version
Line post
Gate frame bar
Stretcher
Gate post
(90° swing)
Top gate hinge
(180° swing)
Top gate hinge padlocking provisions for
Gate latch with bar
Stretcher rod (typ.)
Truss
(90° swing) hinge gate
Bottom Ground line opening
Gate provisions for padlocking
Plunger rod and latch with bar
Stretcher
Gate frame
Gate post
(t y p
(2
Line post
(typ.)
rod
Truss bar
Stretcher
(t y p
(2
Gate stop
(180° swing) hinge
Bottom gate
Dia. min.
10 (250)
V a r (t y p
(1 min. Var.
18 (450)
Gate opening
Tension wire
Line post
Terminal (pull) post
Brace bar
Stretcher
Line post rod (typ.)
Truss
Line posts
Fabric c-c max.
spaced 14 (350)
Fabric tie p la n s m in
(1 .2 m
H e ig h t a s s h o w n o n or end) post
Terminal (corner
Brace
Stretcher bar rod (typ.)
Truss
(3
Tension wire
Post footing max.
10'-0" (3.0 m) max.
10'-0" (3.0 m) of 8'-0'' (2.4 m).
5 (125) max. for a max. distance may vary between 1 (25) min. to
On uneven ground this dimension*
N o r m a l
(7 regular footing.
Dia. same as
Ground line
Concrete
Ledge dia. + 3 (75)
Dia. = post
Grout
X Y m a x
(3
Concrete
Ground line
4'-0'' (1.2 m) fence.
30 (750) for over
4'-0'' (1.2 m) fence.
24 (600) for
Dia. min.
12 (300) Dia. min.
14 (350)
(1
4 (1 unless otherwise shown.
All dimensions are in inches (millimeters) be decreased correspondingly.
exceeds 9 (225), 15 (380), or 21 (525), then Y shall post shall be shortened as required. When X
15 (380), or 21 (525), then Y = 15 (375) and the
(900), as applicable. When X is 0 - 9 (0 - 225), X + Y shall not exceed 24 (600), 30 (750), or 36
(400 m) and greater than 660' (200 m).
such posts when the distance is less than 1320' of the fabric are clamped or midway between
(200 m) intervals between posts to which the ends by the Engineer. They shall be placed at 660'
Pull posts shall be placed at locations determined
1-1-09
1-1-99
English (metric).
Switched units to
LINE POST ARRANGEMENT.
Rev. "pans" to "plans" in (Sheet 1 of 3)
(3
STANDARD 664001-02
CHAIN LINK FENCE
ARRANGEMENT
PULL POST
ARRANGEMENT
LINE POST
ARRANGEMENT
CORNER OR END POST
ARRANGEMENT
PEDESTRIAN GATE
ARRANGEMENT
VEHICLE GATE
ROCK LEDGE
FOOTING FOR POST IN
GENERAL NOTES
& TERMINAL POST
FOOTING FOR GATE
LINE POST
FOOTING FOR
Illinois Department of Transportation
January 1, 2009
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1, 2009
ENGINEER OF DESIGN AND ENVIRONMENT
IS
S
U E
D -1 -9
PASSED
DATE REVISIONS
(Sheet 2 of 3)
0.0747 (2) Thick
0.1345 (3.5) Thick
Lock loops bar
Stretcher
FabricPost
14 (350) c-c max.
band spaced
Stretcher bar
(typ.)
24 (600) c-c max.
Fabric tie spaced Knuckled selvage wire
Top tension wire
Bottom tension
Fabric knuckled selvage
Barbed or
(4 .3
(31.8)
(89)
(8 )2
(8
)8 length of post.
loops for the entire woven into the lock
Wire fabric to be
(5
(5 posts for single gate up to 6' (1.8 m) and double gate up to 12' (3.6 m).
(89.0 x 89.0) roll formed section as detailed may be used as gate2 1 x 32
1The 3*
LINE POST
Section (kg/m) lbs./ft.
Pipe Type A 1.90 (48.3) O.D.
Pipe Type B 1.90 (48.3) O.D.
Pipe Type C 1.90 (48.3) O.D.
H 1.875x1.625 (47.6x41.3)
(4.05)
2.72
(3.39)
2.28
(3.36)
2.26
(4.05)
2.72
(2.38)
1.60
(3.42)
2.30
TERMINAL POST
Section (kg/m) lbs./ft.
(5.43)
3.65
(4.63)
3.11
(4.60)
3.09
See detail
(6.43)
4.32
HORIZONTAL BRACES
Section (kg/m) lbs./ft.
(3.38)
2.27
(2.72)
1.83
(2.71)
1.82
(3.35)
2.25
See detail
Pipe Type A 2.375 (60.3) O.D.
Pipe Type B 2.375 (60.3) O.D.
Pipe Type C 2.375 (60.3) O.D.
Pipe Type A 1.66 (42.2) O.D.
Pipe Type B 1.66 (42.2) O.D.
Pipe Type C 1.66 (42.2) O.D.
(89.0x89.0)2 1x32
1Roll Formed 3
(63.5x63.5)2 1x22
1Sq. Tubing 2
H 1.31x1.5 (33.3x38.1)
(41.3x31.8)4 1x18
5Roll Formed 1
GATE POSTS *
Gate Opening * ft. (m)
Single Double
Pipe Type A
Size (O.D.)
(kg/m) lbs./ft.
Up to 4 (1.2)
Over 4 (1.2) to 8 (2.5)
Over 8 (2.5) to 12 (3.6)
Up to 8 (2.5)
Over 8 (2.5) to 16 (5.0)
Over 16 (5.0) to 24 (7.4)
(60.3)
2.375
(5.43)
3.65
(73.0)
2.875
(8.62)
5.79
(89.0)
3.5
(11.28)
7.58
Sq. Tubing
Size (kg/m) lbs./ft.
Pipe Type B
Size (O.D.)
(lbs./ft.)
kg/m
(63.5)
(76.2)
(76.2)
(6.43)
4.32
(8.60)
5.78
(13.10)
8.80
(60.3)
2.375
(73.0)
2.875
(89)
3.5
(4.63)
3.11
(6.91)
4.64
(8.49)
5.707
GATE FRAMES
Section (kg/m) lbs./ft.
(3.38)
2.27
(2.72)
1.83
(2.71)
1.82
Pipe Type A 1.66 (42.2) O.D.
Pipe Type B 1.66 (42.2) O.D.
Pipe Type C 1.66 (42.2) O.D.
STANDARD 664001-02
CHAIN LINK FENCE
SECTION OF BRACE
ROLL FORMED
TERMINAL & GATE POST
ROLL FORMED SECTION OF
STRETCHER BAR TO POST
METHOD OF FASTENING
FABRIC TO TENSION WIRES
METHOD OF TYING
Illinois Department of Transportation
January 1, 2009
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1, 2009
ENGINEER OF DESIGN AND ENVIRONMENT
IS
S
U E
D -1 -9
(Sheet 3 of 3)
(300)
(300)
(300)
Post wire
Tension
Ground line copper wire
#6 Solid, bare, 8 (200) to 10 (250) steel rod.
copper clad
(16) min. dia.8 m in
(1 m in
(2 .4 m
A= 18 (450)
Post
PostPost wire
Tension copper wire
#6 Solid, bare, material
Ledge of impervious
A A
A
Approx.
22'-0" (6.7 m)
Culvert
Toe of slope
See DETAIL A
Fence
R.O.W.
Toe of slope
Fence
R.O.W.
Culvert
Corner post assembly assembly
Corner post
(typ
Clea ran ce18 (45
0) used.
shoe or other device approved by the Engineer shall be anchor a post to the top of the culvert, a cast iron
When the width of the culvert makes it necessary to
Top of slope assembly
Corner post
End post assembly when shown on the plans.
between the double posts shown on DETAIL A wire strands at 12 (300) maximum centers
The chain link fabric shall be replaced by barbed where necessary
Extra length posts post
Terminal
Ground line post
Terminal
Highway
Fence
R.O.W. Post
15°
Fence line
R.O.W.Terminal post terminal post, they shall be placed as directed by the Engineer.
Where angle is less than 15° and existing conditions require a a terminal post shall be placed as shown above.
When fence line has a change in direction of 15° or more, End post Line post max.
4 (100) in concrete.
centered
Post not
(1.2 m) fence.
3'-6'' (1.0 m) for over 4'
36 (900) for 4' (1.2 m) fence.
STANDARD 664001-02
CHAIN LINK FENCE
STANDARD GROUND
(ALTERNATE)
COUNTERPOISE GROUND
PROTECTIVE ELECTRICAL GROUNDS
AT STREAM CROSSING
PLAN
AT HEADWALL
PLAN
INSTALLATION OVER STREAM
ELEVATION
INSTALLATION AROUND HEADWALL
ELEVATION
DETAIL A
INSTALLATION AT CORNERS
PLAN
INSTALLATION ON SLOPES
Illinois Department of Transportation
January 1, 2009
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1, 2009
ENGINEER OF DESIGN AND ENVIRONMENT
IS
S
U E
D -1 -9
| 221-664001-02_ChainLinkFence-218 |
| 221-664001-02_ChainLinkFence-219 |
| 221-664001-02_ChainLinkFence-220 |
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