6-2.1 FG Standard Drawings 2025.pdf
PDF 3 MB Posted
- Solicitation number
- UDOT260088JB
- Issued by
- Utah
About this file
These are the 2025 Standard Drawings for Road and Bridge Construction issued by the Utah Department of Transportation (UDOT) in Salt Lake City, Utah, focusing specifically on right-of-way fence and gate specifications. The document contains detailed technical drawings (Standard Drawing Numbers FG 1A through FG 6) that provide comprehensive design guidelines for various fence types, including wood and metal post configurations, wildlife escape ramps, and different gate installations. The drawings cover multiple fence types (A, B, D, E, F, and G), with specific instructions for installation in different terrains and environments, particularly in deer country and areas requiring wildlife protection.
The standard drawings include precise specifications for post types, materials, dimensions, and installation methods, with detailed notes on galvanization, pipe specifications, and coating requirements. The drawings address different scenarios such as corner braces, terminal braces, line braces, and specialized installations like wildlife escape ramps and right-of-way pole fences. The technical specifications include precise measurements for post depths, wire tensions, gate dimensions, and attachment methods, with additional guidance on using specific materials like ASTM F1083 schedule 40 pipe, high-strength pipe, and various wire and tension wire types. These standard drawings serve as a comprehensive technical reference for contractors and engineers working on UDOT road and bridge construction projects, ensuring consistent and standardized fence and gate installations.
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Text version
WOOD POSTS
x
MAX
T Y
P
M A
R
D G
N
F i l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J m
B u c k l e y
S t a n d a r d
D a w i n g
C h e c k
F G a e r i e s
F G A .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
W
O O
D P
O S
T
F E
N C
E A
N D G
A T
E S
R
IG
H T O
F W
A Y
FG 1A
GATE BRACEGATE BRACE
LINE BRACE
INSTALLATION WITH WOOD POST
PIN CONNECTION DETAIL
TYPICAL
TYPE FTYPE ETYPE DTYPE BTYPE A
TERMINAL BRACE
DEER COUNTRY
TO BE INSTALLED IN
GATE HINGE DETAIL
T Y
P
T Y
P
T Y
P T Y
P
T Y
P
TYP
T Y
P E F
8'-0 8'-0 8'-0 8'-0
8'-08'-016'-016'-08'-016'-0
3"
BRACE POST
SEE PIN CONNECTION DETAIL SEE PIN CONNECTION DETAIL
GATE POST
5 IN DIA WOOD BRACE
WOOD BRACE OR
4 INCH X 4 INCH SQUARE
ADJUSTABLE TRUSS ROD
SEE GATE HINGE DETAIL
GATE POST BRACE POST
BRACE POST
LINE POST
16'-016'-0
INCH DIA x 10 INCH8
USE STEEL DOWELS
FOR ALL BRACES
TOP WIRE
SEE PIN CONNECTION DETAIL
BRACE POSTBRACE POST
SEE PIN CONNECTION DETAIL
LINE POSTBRACE POST
EXCEED 800 FT
AT INTERVALS NOT TO
BRACE PANEL REQUIRED
IRON WIRE. THIS TYPE
STRANDS NO.6 GALV.
DIAGONALS 2 TWISTED
INSTALL ON ALL
SEE PIN CONNECTION DETAIL
BRACE POSTPOST
LINE
POST
END
BOLT & NUT
INCH4
FOR
DRILL HOLE
48"STAY
36"STAY
24"STAY 30"STAY
8"
EXISTING GROUND
" 3
" 3
SPACED (TYP)
2 STAYS, EVENLY
NOTES:
M
IN
POST AND BRACE.
VERIFY FULL CONTACT BETWEEN
NOTE: TRIM POST AND BRACE TO
LINE AND CORNER POSTS.
02822 FOR MINIMUM SIZE OF BRACE,
REFER TO STANDARD SPECIFICATION
T Y
P E A -E
T Y
P E F
10'-0
TYPE G WILDLIFE FENCE
EXISTING GROUND
O V
E R
L A
P
2" MAX
T Y
P E G
WITH FENCE FABRIC
STEEL FRAME GATE
T E
N S
IO
N W
IR
E
N C
E F
A B
R
IC
M A
X A
B O
V
3" MAX (SEE NOTE 4)
(TYPE A SHOWN, ALL OTHERS SIMILAR EXCEPT WHERE OTHERWISE DETAILED)
NOTES:
CROSSING STRUCTURES.
INSTALL 4 FT GATE ON TYPE G WILDLIFE FENCE ADJACENT TO ANIMAL A.
DESIGN NOTES:
PROVIDE AT LEAST A 4 INCH GAP BETWEEN GATE FRAMES TO ALLOW FOR LATCH WHERE DOUBLER GATES ARE INSTALLED.3.
BOTTOM OF DIAGONAL BRACE RAIL TO BE INSTALLED 4 TO 8 INCHES ABOVE GROUND SURFACE.2.
SEE STD DWG FG 1B FOR CORNER BRACE DETAILS (ALL TYPES) AND FOR TYPE G LINE BRACE DETAILS.1.
DIMENSIONS.
A SINGLE FENCE FABRIC MAY BE USED IF MEETS OVERALL MINIMUM 4.
24 INCHES USING HOG RINGS OR OTHER TYPES OF TIES OR CLAMPS.
TIE OR CLAMP BOTTOM AND TOP TENSION WIRE TO FENCE FABRIC EVERY 3.
AT POSTS AND WITHIN 2 INCHES OF EXISTING GROUND BETWEEN POSTS.
PLACE BOTTOM TENSION WIRE AND FENCE FABRIC AT EXISTING GROUND 2.
INCHES USING HOG RINGS OR OTHER TYPES OF TIES OR CLAMPS.
3 INCH MIN OVERLAP REQUIRED AND TIE OR CLAMP TOGETHER EVERY 18 1.
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
RAIL (TYP)
DIAGONAL BRACE
(TYP)
SEE NOTE 3
1 2 3 4 5 6
In s e rt c o m m e it c o m m e
A d d o w e ls f o r c la ri ty o rr e c t fe n c e h e ig m o v e /i n s e rt c ro s s w ir it n o te s
S ta nd ar d D ra w in x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x xxxx
CORNER BRACE
TERMINAL BRACE
TERMINAL BRACE
LINE POST
BRACE POST
POSTS IN THIS AREA
8 FT SPACE BETWEENPASS
CATTLE
x
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G B .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 1B
POST & WIRE LOCATION
POST & WIRE LOCATION
CORNER BRACE
CATTLE PASS FENCE DETAIL
LINE BRACE FOR TYPE G FENCE
TYPICAL VERTICAL ALIGNMENT CHANGE
TYPICAL SAG SECTION
(TYPICAL)
INSTALLATION WITH WOOD POSTS
18" MIN
12"
6"
44"
1'-8"
10'- 0"10'- 0"
2 SPA @ 8'- 0"
16'- 0"
2 SPA @ 8'- 0"
16'- 0"
8'- 0"8'- 0"
FABRIC IS STRETCHED
AFTER THE FENCE
ROCK OR CONCRETE
PLACE 100 LB MINIMUM
TYPE G-2"
TYPE F-5"
TYPE B,D, & E-4"
TYPE A-10"
TIE DOWN
GAP BEFORE PLACING
MAXIMUM ALLOWABLE
AND BOTTOM WIRE
SPLICED TO STAY
2-9 GAUGE WIRES
BRACE
3' IN 8' USE LINE
ALIGNMENT CHANGES
WHEN VERTICAL
BRACE AT INTERVALS NOT EXCEEDING 400 FT
USE CORNER BRACE ON TYPE G FENCE WITH DEVIATIONS GREATER THAN 15 DEGREE ANGLE.
USE CORNER BRACE ON FENCE LINE DEVIATIONS GREATER THAN 30 DEGREE ANGLE.
HWY R/W LINE
HWY R/W LINE
HYW R/W LINE
AGAINST POST.
PLACE WIRE TO PULL
HYW R/W LINE
HWY R/W LINE
HWY R/W LINE
AGAINST POST.
PLACE WIRE TO PULL
LINE POST WIRE STAYS
9 GAUGE
LINE POST
18" MINIMUM LENGTH)
(#4 EPOXY COATED REBAR-
WOOD POST TO ANCHOR
PLACE DOWELS THROUGH
LINE POST
BRACE POST
LINE POST
BRACE POST CORNER POST
BRACE POST
BRACE
TERMINAL
BRACE
DOUBLE LINE
MAINTAINED BY THE STATE.
R/W LINE FENCE NOT
FENCE PLACED ON HIGHWAY OR
TERMINAL BRACE
BY THE STATE AND COUNTY
R/W LINE FENCE MAINTAINED
FENCE PLACED 1 FT INSIDE
(W O
O D P
O S
T
F E
N C
E A
N D G
A T
E S
R
IG
H T O
F W
A Y
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
1 2 3 a n g e h e ig h t to b e c o n s is te n t w it h T y p e G o n F
G
A
In e rt c ro s s w ir a n g e t e x t o f n o te
S ta nd ar d D ra w
M
IN
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G
A .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
(M E
T A
L P
O S
T
F E
N C
E A
N D G
A T
E S
R
IG
H T O
F W
A Y
FG 2A
TERMINAL BRACE
NOTES:
LINE BRACE
INSTALLATION WITH METAL POSTS
GATE BRACE
TYPE A TYPE B TYPE D TYPE E
MAX
T Y
P
T Y
P
TYP
MIN DIA
TYP
TYP
DIA
TYP
16" TYP
T Y
P
12" TYP
12" TYP
10" TYP
10" TYP
16'-0 16'-0
8" TYP
18" MIN
T
Y P
16'-0
3"
M
IN
18" MIN
M
IN
18"
M
IN
IN
M
IN
M
IN
M
IN 2
M
IN
M
IN
M
IN
" 3
M
IN
ADJUSTABLE TRUSS ROD LINE POST BRACE POST END POST
SEE NOTE 5 TYP
POST BRACE
48" STAY 36" STAY 24" STAY 30" STAY
16'-0
GROUND
EXISTING
STAYS (TYP)
M
IN
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
10'-0
TYPE G WILDLIFE FENCE
EXISTING GROUND
2" MAX
WITH FENCE FABRIC
STEEL FRAME GATE
GATE HINGE
GATE POST TYP
FROM 0 TO 30 DEGREE ANGLE
FT AND FOR LINE DEVIATION
INSTALL AT A MAXIMUM OF 500
SEE NOTE 8 TYP
AT LEAST 3 CLAMPS PER POST
ATTACH FENCE FABRIC WITH
AT LEAST 4 CLAMPS PER POST
ATTACH FENCE FABRIC WITH
AT LEAST 3 CLAMPS PER POST
ATTACH FENCE FABRIC WITH
CLAMPS PER POST
WITH AT LEAST 3
ATTACH FENCE FABRIC
M
IN
O V
E R
L A
P
3" MAX (SEE NOTE 11)
F E
N C
E F
A B
R
IC
M A
X A
B O
V
E (TYPE A SHOWN, ALL OTHERS SIMILAR)
TOP TENSION WIRE
BOTTOM TENSION WIRE
INSTALL 4 FT GATE ON TYPE G WILDLIFE FENCE ADJACENT TO ANIMAL CROSSING STRUCTURES.A.
DESIGN NOTES:
NOTES:
A SINGLE FENCE FABRIC MAY BE USED IF MEETS OVERALL MINIMUM DIMENSIONS.4.
RINGS OR OTHER TYPES OF TIES OR CLAMPS.
TIE OR CLAMP BOTTOM AND TOP TENSION WIRE TO FENCE FABRIC EVERY 24 INCHES USING HOG 3.
INCHES OF EXISTING GROUND BETWEEN POSTS.
PLACE BOTTOM TENSION WIRE AND FENCE FABRIC AT EXISTING GROUND AT POSTS AND WITHIN 2 2.
RINGS OR OTHER TYPES OF TIES OR CLAMPS.
3 INCH MIN OVERLAP REQUIRED AND TIE OR CLAMP TOGETHER EVERY 18 INCHES USING HOG 1.
WHERE DOUBLE GATES ARE INSTALLED PROVIDE AT LEAST A 4 INCH GAP BETWEEN GATE FRAMES TO ALLOW FOR LATCH.11.
GATE FRAME USE STEEL PIPE 1.875 INCH OUTSIDE DIAMETER WITH WEIGHT OF 2.72 LB/FT. 10.
EVENLY BETWEEN EACH SET OF POSTS.
SPACING AND BRACING ARE AS SHOWN IN INSTALLATION WITH METAL POST ABOVE FOR FENCE TYPES A, B, D, E AND F POST SIZE. SPACE 2 STAYS 9.
USE 10 FT SPACING IN AREAS OF FARM ANIMAL USE OR AS SHOWN.8.
TERMINATE FENCE FABRIC AND BARBED WIRE AT EACH CORNER POST.7.
GREATER THAN 15 DEGREE ANGLE. SEE STD DWG FG 2B FOR CORNER BRACE DETAILS.
USE CORNER BRACE ON FENCE LINE DEVIATIONS GREATER THAN 30 DEGREE ANGLE. USE CORNER BRACE ON TYPE G FENCE WITH DEVIATIONS 6.
POST BRACES TO MATCH BRACE POST TYPE AND SIZE. 5.
GATE WIDTHS GREATER THAN 6 FT USE STEEL PIPE WITH OUTSIDE DIAMETER 3.50 INCH AND WEIGHT 7.58 LB/FT.B.
STEEL, 2.375 INCH OUTSIDE DIAMETER WEIGHT 3.11 LB/FT.
GATE WIDTHS 6 FT AND LESS USE STEEL PIPE WITH OUTSIDE DIAMETER 2.375 INCH AND WEIGHT 3.65 LB/FT OR HIGH TENSILE TRIPLE COATED A.
GATE POSTS 4.
OUTSIDE DIAMETER WEIGHT 3.11 LB/FT.
TYPE G FENCE USE STEEL PIPE 2.375 INCH OUTSIDE DIAMETER, WEIGHT 3.65 LB/FT OR HIGH TENSILE TRIPLE COATED STEEL, 2.375 INCH B.
DIAMETER, WEIGHT 3.65 LB/FT OR HIGH TENSILE TRIPLE COATED STEEL, 2.375 INCH OUTSIDE DIAMETER WEIGHT 3.11 LB/FT.
TYPE A, B, D, E, & F FENCES USE 2.5 INCH x 2.5 INCH x 0.25 INCH STEEL ANGLE, MINIMUM WEIGHT 4.10 LB/FT OR STEEL PIPE 2.375 INCH OUTSIDE A.
BRACE POSTS, CORNER POSTS, AND END POSTS3.
LINE POSTS FOR TYPE G FENCE: 10 FT LENGTH.C.
LINE POSTS FOR TYPE A, B, D, E, & F FENCE: 7 FT LENGTH.B.
40 PIPE, WEIGHT 2.72 LB/FT OF LENGTH OR HIGH TENSILE TRIPLE COATED STEEL PIPE, WEIGHT 2.23 LB/FT OF LENGTH.
"T", "Y", OR "U" STEEL CHANNEL SECTIONS, MINIMUM WEIGHT 1.33 LB/FT OF LENGTH OR STEEL PIPE,1.900 INCH OUTSIDE DIAMETER SCHEDULE A.
LINE POSTS FOR TYPE A, B, D, E, F & G FENCE 2.
DETAIL.
SET GATE POST, BRACE POST, END POST, CORNER POST, AND POST BRACE IN CLASS "B" CONCRETE. SEE STD DWG FG 2B FOR CORNER BRACE 1.
STRESS POINT.
THE METAL POST. BEAR AT MINIMUM
SCREWS, BOLT METAL BRACES TO
USE RAIL END CAPS WITH SET
DEER COUNTRY
TO BE INSTALLED IN
TYPE F
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
EVENLY SPACED CLAMPS
POST WITH AT LEAST 7
ATTACH FENCE FABRIC TO
In s e rt b ra c e b e fo re p o t" a n g e d e g re e a n g le t o d e g re e a n g le
ANCHOR PLATE
In s e rt a n n o ta ti o n f o r a n c h o r p la te
S ta nd ar d D ra w
"MIN
18" DIAM
IN
x x x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x xxxx
THE STATE.
NOT MAINTAINED BY
OR R/W LINE FENCE
FENCE PLACED ON HIGHWAY
CORNER BRACE
TERMINAL BRACE
LINE POST
AND BOTTOM WIRE
SPLICED TO STAY
2-9 GAUGE WIRES TYPE G-1"
TYPE F-5"
TYPE B,D, & E-4"
TYPE A-10"
TIE DOWN
GAP BEFORE PLACING
MAXIMUM ALLOWABLE
LINE POST
WIRE STAYS
GAUGE2
19 LINE POST
CORNER POST
TERMINAL BRACE
R/W
HIGHWAY
PRIVATE PROPERTY
BRACE
THREE WAY
DEER COUNTRY
PASS
CATTLE
LINE BRACE.
OVER 3 FT IN 10 FT USE
ALIGNMENT CHANGES
WHEN VERTICAL
POSTS IN THIS AREA
8 FT SPACE BETWEEN
PLACE WIRE TO PULL AGAINST POST
HWY R/W LINE
HWY R/W LINE
HYW R/W LINE
STATE AND COUNTY
FENCE MAINTAINED BY THE
FENCE PLACED 1 FT INSIDE R/W LINE
PLACE WIRE TO PULL AGAINST POST
HWY R/W LINE
HWY R/W LINE
HYW R/W LINE
IS STRETCHED
THE FENCE FABRIC
ROCK OR CONCRETE AFTER
PLACE 100 LB MINIMUM
SEE NOTE 6 STD DWG FG 2A
SEE NOTE 6 STD DWG FG 2A
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G
B .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 2B
(M E
T A
L P
O S
T
F E
N C
E A
N D G
A T
E S
R
IG
H T O
F W
A Y
(TYPICAL)
INSTALLATION WITH METAL POSTS
TYPICAL VERTICAL ALIGNMENT CHANGE
CORNER BRACE
TYPICAL SAG SECTION
CATTLE PASS FENCE DETAIL
DEER BARRIER ON CURVES
POST & WIRE LOCATIONPOST & WIRE LOCATION
EXCEED 2 FT SPACING OF CONNECTINGS.
TOGETHER. THE SPACING NOT TO
TIE OR CLAMP 50 INCH MESH WIRE
NOTE: LAP THE 50 INCH MESH WIRE 4 INCH
18" MIN
LINE POST
BRACE POST
LINE POST
TYP
CONCRETE
GREATER THAN 15 DEGREES
USE CORNER POSTS WITH DEVIATIONS
MIN
18"
18"
MIN
18" DIA
16'- 0"
16'- 0"
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 3
5'- 0"16'- 0"
M
IN
4'- 0" MIN GATE
17'- 0" MAX
8'- 0" MAX GATE
C L
R T
Y P
4'- 0" MIN GATE
IN
12"12"12"
VARIABLE
TAMP
FILL &
22 SEE NOTE2 2
TAMP
FILL &
4" 4"
CHANNEL.
TO FIT SIDE OF
BOTH SIDES CUT
END GATES ON
INCH DIA WIRE 6 x 12 INCH WITH A BREAKING STRENGTH OF 10,000 LB.2
14. USE
3. WRAP WIRE ROPE AROUND ROCK AND CLAMP WITH A DOUBLE CLAMP.
2. INSTALL WIRE ROPE ON THE UPSTREAM SIDE OF THE FENCE POSTS.
ON THE CHANNEL.
1. INSTALL BEARING POLES, DEADMAN, AND TURN BUCKLE THE SAME ON BOTH SIDES
SEE NOTE
"2
1WIRE ROPE
INSTALLATION DETAIL
DETAIL "B"
DETAIL "A"
DETAIL "D"
DETAIL "C"
NOTES:
DIA.
2'- 0"
SEE NOTE 3
DOUBLE CLAMP
BLOCK.
OR CONCRETE
2 FT DIA ROCK
DEADMEN
SEE DETAIL "B"
SEE NOTE #4
1#2" DIA MIN
WIRE ROPE
SEE DETAIL "C"
SEE DETAIL "A"
SEE NOTE 3
DOUBLE CLAMP
OR CONCRETE BLOCK
DEADMAN 2 FT DIA ROCK
DIA.
2'- 0"
" DIA MIN2
1WIRE ROPE
TYP
WIRE ROPE CLAMPS
3 FT LENGTH
BEARING POLE 8 INCH DIA
" DIA MIN2
1WIRE ROPE
INCH DIA8
WIRE ROPE
THIMBLE
EACH END
WIRE ROPE THIMBLE
SEE THIMBLE DETAIL
" EYE END4
TURNBUCKLE
END.
CLAMPS EACH
3 WIRE ROPE
TYP
3"
TYP
3"
TYP
WITH STANDARD & WASHER
INCH DIA8
3MACHINE BOLTS
STANDARD SPECIFICATIONS TYP
TREATED IN ACCORDANCE WITH UTAH
2 x 4 INCH NOMINAL FIR NO.2 GRADE
THIMBLE DETAIL
L E
S S T
H A
N
F
T
F O
R G
A T
W
IN
G G
A T
E S T
Y P
E I
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G
A .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
R A
M P D
E T
A
IL
S
W
IL
D L
IF
E E
S C
A P
E
S T
A N
D A
R D
FG 4A
ISOMETRIC VIEW
A
A
SECTION A-A
BRACE RAIL 5" DIA MIN (TYP)
TYP
4'- 0"2'- 0" 2'- 0"4'- 0"4'- 3"
TYP TYP TYP
1" (TYP)
NOTCH POST
3'- 6"
2'- 6"
3'- 0"
3'- 0"
POST 7" DIA MIN (TYP)
2" x 8" NOM (TYP)
TIMBER PLANKTOE NAIL (3) 20d NAILS (TYP)
HIGHWAY
EDGE OF TRAFFIC LANE
8' - 0"
SEE NOTES 1 & 2
PLANK
TIMBER
TIMBER PLANK ANCHOR
TIMBER PLANK (TYP)
POST (TYP)
4' - 0"
TYPE G WILDLIFE FENCE
INTO RIGHT OF WAY FENCE
TIE WILDLIFE ESCAPE RAMP
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
SECTION
PLAN
(TYP)
20d (4") NAIL
NOTES:
STANDARD WILDLIFE ESCAPE RAMP
:1 M
A X
HECP TYPE 1
BROADCAST SEED
TOPSOIL
TYPE G WILDLIFE FENCE FABRIC (TYP)
EXISTING GROUND
2" x 8" NOM (TYP)
TIMBER PLANK
TYPE G WILDLIFE FENCE FABRIC (TYP)
EMBANKMENT
2:
M A X
2:1 MAX
INCH) NAILS THROUGH THE RAILS AND INTO POSTS.
SECURE BRACE RAILS TO POSTS AT NOTCHED LOCATIONS BY DRIVING THREE 20d (4 5.
USE TIMBER PLANKS FOR ALL HORIZONTAL BACKING.4.
3. SEE STD DWG FG 1A, FG 1B, FG 2A, AND FG 2B FOR RIGHT OF WAY FENCE DETAILS.
ATTACH OTHER PLANKS TO EACH POSTS USING TWO 20d (4 INCH) NAILS PER PLANK.2.
INCH x 4 INCH ZINC PLATTED STEEL).
ATTACH THE UPPER TWO PLANKS TO EACH POST USING TWO LAG SCREWS (5/16 1.
(TYP)
LAG SCREWS
(GRADE VARIES
TRANSITI
ON SLOPE
(GRADE VARIES)
TRANSITION SLOPE
OF RAMP (TYP)
ELEVATION AT END
SLOPE TO MATCH
GRADE TRANSITION
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G
B .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 4B
NOTES:
E S
C A
P E R
A M
P D
E T
A
IL
S
C O
M B
IN
A T
IO
N W
IL
D
L
IF
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
TYPE G WILDLIFE FENCE)
(RIGHT OF WAY FENCE
WING FENCE
TYPE G WILDLIFE FENCE)
(RIGHT OF WAY FENCE
WING FENCE
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
TYPE G WILDLIFE FENCE (TYP)
RAMP INTO RIGHT OF WAY FENCE
TIE COMBINATION WILDLIFE ESCAPE
CORNER WILDLIFE ESCAPE RAMP (TYP)
24' 6"
12'
ANGLE VARIES
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
TYPE G WILDLIFE FENCE)
(RIGHT OF WAY FENCE
WING FENCE
20 TO 30 DEGREES
TYPE G WILDLIFE FENCE)
(RIGHT OF WAY FENCE
WING FENCE
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
CORNER WILDLIFE ESCAPE RAMP
CORNER WILDLIFE ESCAPE RAMP
EDGE OF TRAFFIC LANE
ESCAPE RAMP
STANDARD WILDLIFE
HIGHWAY
ESCAPE RAMP
STANDARD WILDLIFE
0 F
T 100 FT
(M
IN
IM
U M
C L E
A R Z
O
.2 T
IM
E S
(M
IN
IM
U M
C L E
A R Z
O N
E
.2 T
IM
E S
SEE STD DWG FG 4C FOR CORNER WILDLIFE ESCAPE RAMP DETAILS.4.
SEE STD DWG FG 4A FOR STANDARD WILDLIFE ESCAPE RAMP DETAILS.3.
SEE STD DWG FG 1A, FG 1B, FG 2A, AND FG 2B FOR RIGHT OF WAY FENCE DETAILS.2.
WILDLIFE ESCAPE RAMP TO POST TYPE OF ADJACENT RIGHT OF WAY FENCE.
MATCH POST TYPE OF WING FENCE (TYPE G WILDLIFE FENCE) IN COMBINATION 1.
ISOMETRIC VIEW
PLAN
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G
C .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 4C
R A
M P D
E T
A
IL
S
W
IL
D L
IF
E E
S C
A P
E
C O
R N
E R
2" x 8" NOM (TYP)
TIMBER PLANK
TOE NAIL (3) 20d NAILS (TYP)
POST 7" DIA MIN (TYP)
BRACE RAIL 5" DIA MIN (TYP)
A A
B
B
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
ESCAPE RAMP
CORNER WILDLIFE
ESCAPE RAMP
CORNER WILDLIFE
HECP TYPE 1
BROADCAST SEED
TOPSOIL
TYPE G WILDLIFE FENCE (TYP)
RAMP INTO RIGHT OF WAY FENCE
TIE CORNER WILDLIFE ESCAPE
TYPE G WILDLIFE FENCE (TYP)
RIGHT OF WAY FENCE
FENCE FABRIC (TYP)
TYPE G WILDLIFE
2'
4' 4' 4' 4'
EXISTING GROUND (TYP)
NOTES:
4'4'
2'2'2'
NOTCH POST 1" (TYP)
2" X 8" NOM (TYP)
TIMBER PLANKS
TYPE G WILDLIFE FENCE
RIGHT OF WAY FENCE
25 FT MINIMUM
EMBANKMENT
F T
2:
M A X
SECTION C-C
4' - 0"
EXISTING GROUND
EMBANKMENT
2:1 MAX
C
C V A R
IE
S
:1 M
A X
OF RAMP (TYP)
ELEVATION AT END
SLOPE TO MATCH
GRADE TRANSITION
NAILS THROUGH THE RAILS AND INTO POSTS.
SECURE BRACE RAILS TO POSTS AT NOTCHED LOCATIONS BY DRIVING THREE 20d 4.
3. SEE STD DWG FG 1A, FG 1B, FG 2A, AND FG 2B FOR RIGHT OF WAY FENCE DETAILS.
SEE STD DWG FG 4A FOR TIMBER PLANKS ANCHOR DETAIL.2.
USE TIMBER PLANKS FOR ALL HORIZONTAL BACKING.1.
(G R
A D
E V
A R
IE
S
T R
A N
S
IT
IO
N S
L O
P E
(GRADE V
ARIE
S)
TRANSIT
ION S
LOPE
DUAL CORNER WILDLIFE ESCAPE RAMP
ISOMETRIC VIEW
SECTION A-ASECTION B-B
PLAN
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N m o v e e x c e s s l e n g th f ro m t o p o f fe n c e p o s t
S ta nd ar d D ra w
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G
D .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
SHOULDER
SHOULDER
FG 4D
SECTION A-A
A
A
2'- 6" MIN
3'- 6" MAX
6'- 4"
9'- 0"10'- 0"10'- 0"
1"- 2"12" MAX
WITH NUT.
CUT BOLT FLUSH (+ 1/2 INCH MAX)
WITH 2 NUTS AND 2 WASHERS
THREADED ROD 1/2 INCH DIA
TRAFFIC
TRAFFIC
TOE OF SLOPE
EDGE OF TRAFFIC LANE
TOE OF SLOPE
RAMP (TYP)
CORNER WILDLIFE ESCAPE
PLAN
RIGHT OF WAY FENCE
RIGHT OF WAY FENCE
CORNER WILDLIFE ESCAPE RAMP
SECTION
1'- 6" MIN
D E
T A
IL
S
P O
L E F
E N
C E
R
IG
H T O
F W
A Y
POLE FENCE
RIGHT-OF-WAY
POST (TYP)
POLE RAIL (TYP)
SEE STD DWG FG 4C FOR CORNER WILDLIFE ESCAPE RAMP DETAILS.8.
MIDDLE RAIL TO BE INSTALLED EVENLY BETWEEN BOTTOM AND TOP RAIL.7.
BOTTOM RAIL SHOULD BE INSTALLED AT LEAST 1 1/2 FT ABOVE GROUND.6.
TOP RAIL SHOULD BE INSTALLED NO MORE THAN 3 1/2 FT ABOVE GROUND.5.
ALTERNATE RAILS TO ALLOW OVERLAP FOR ATTACHMENT TO POSTS.4.
EXTEND HORIZONTAL RAIL A MAXIMUM OF 12 INCH PAST END POST.3.
POST AND POLE.
CONNECT RAILS TO POSTS WITH 1/2 INCH DIAMETER THREADED ROD. DRILL A 5/8 INCH DIAMETER HOLE THROUGH 2.
SHOULD ONLY BE USED IN COOPERATION WITH THE LAND OR LIVESTOCK OWNER.
RIGHT-OF-WAY POLE FENCE IS TO BE USED TO KEEP LIVESTOCK OUT OF CULVERT OR BRIDGE. THIS FENCE 1.
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
36"36"36"36"
1"
T Y
P
4'- 0"8'- 0"
17'- 0" MIN (LENGTH FOR PAYMENT)
5"
1"
"4
4" TYP
SIDE OF CHANNEL.
BE CUT TO FIT
BOTH SIDES TO
END GATES ON
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 5
W
ID
E R T
H A
N
F
T
F O
R G
A T
W
IN
G G
A T
E S T
Y P
E I I
INSTALLATION DETAIL
DETAIL G
DETAIL A
DETAIL C
DETAIL D
DETAIL B
DETAIL F
DETAIL E
THIMBLE DETAIL
NOTES:
WIRE STAY TYP
WIRE ROPE 1/2 INCH MIN
DETAIL E
POST GALV STL 4 INCH DIA TYP (SEE DETAIL D)
INCH4
3TURNBUCKLES
2 INCH DIA
POST GALV STL
(SEE NOTE 2)
(TOP) IN A MANNER APPROVED BY THE ENGINEER.
INCH WIRE ROPE2
1FASTEN WIRE STAYS TO THE
ACROSS THE ENTIRE WIDTH OF THE SWING GATE.
36"SPACING OF STAYS AND ROPE TO BE CONTINUOUS
SEE NOTE
TYP
DETAIL A
MIN TYP2
WIRE ROPE
VARIABLE
SEE NOTE
SEE DETAIL F
DETAIL B
INCH MIN2
WIRE ROPE
TYP
CLAMPS
INCH MIN8
WIRE ROPE
INCH2
TURNBUCKLE
3" TYP
ACCOMMODATE CABLE TYP
WARP CONCRETE EDGE TO30 INCH DIA x 4 FT TYP
CONCRETE FOUNDATION
SEE DETAIL C
8'- 0" MAX GATE 4'- 0" MIN GATE4'- 0" MIN GATE
TYP
CLAMPS
3" TYP
3" TYP
INCH MIN2
WIRE ROPE
3 FT CUBE REQ'D
CONCRETE BLOCK
INCH TYP2
WIRE ROPE
PIPE STEEL 2 INCH x 2 FT
(2) REQ'D TYP
WIRE ROPE CLAMPS
INCH2
1WIRE ROPE
3"3"
INCH4
3TURNBUCKLE
EACH END
WIRE ROPE THIMBLE
SEE THIMBLE DETAIL
EACH END
3 WIRE ROPE CLAMP
THIMBLE
CLAMP
30 INCH DIA x 4 FT
CONC FOUNDATION
SEAL WELD, SEE DETAIL E
COPE END OF PIPE AND
INCH THICK4
POST 2 INCH GALV STEEL
ON FOUNDATION
3 FT LG TO BEAR
STL PIPE 8 INCH
FENCE
INCH2
WIRE ROPE
12"12"12"
W/STD NUT & WASHER TYP
INCH8
3MACHINE BOLTS
STANDARD SPECIFICATIONS TYP
TREATED IN ACCORDANCE WITH
2 x 4 INCH NOMINAL FIR NO.2 GRADE x 4 INCH DIA TYP4
1W/PLATE
PLUG ENDS AND SEAL WELD
4 INCH
STL PIPE
INCH2
WIRE ROPE
OF 10,000 lb.
INCH DIA WIRE 6 x 12 INCH WITH A BREAKING STRENGTH 2
1 USE
2. INSTALL WIRE ROPE ON THE UPSTREAM SIDE OF THE POSTS.
ON BOTH SIDES OF CHANNEL.
1. INSTALL BEARING PIPES, CONCRETE BLOCKS AND TURN BUCKLES
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
M A
R
D l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n J c k l e y a n d a a w i e c k
F G a r i e s
F G .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
R K
S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
FG 6
C H
A
IN
L
IN
K F
E N
C
10'- 0" MAXGATE OPENING
1'- 0" DIA TYP
500'- 0" MAX.
10'- 0"
MAX
10'- 0"
MAX
RIVETED CONSTRUCTION
OPTIONAL WELDED OR
PULL POST
TERMINAL OR
CORNER,GATE
LINE POST
BE USED ON GATES.
FOR ON FENCE IT SHOULD ALSO
WHEN BARBED WIRE IS CALLED
PULL POST
TERMINAL OR
CORNER,GATE
GATE POST
PULL POST
TERMINAL OR
CORNER,GATE
PULL POSTS
OR
CORNER
OF END
LENGTH
POSTS
LINE
OF
LENGTH
POSTS
OF
DEPTH
FABRIC
OF
HEIGHT
SIZE
NOM
DIA
OUTSIDE
PIPE WEIGHT
SIZE
NOM
DIA.
OUTSIDE
F 1083
ASTM
PIPE WEIGHT
HEIGHT GATE OPENING
SIZE OF POSTS
LINE POST MIN.SIZEEND, CORNER & PULL POSTS
F 1083
ASTM
(3) INDUSTRIAL PRESSED STEEL HINGES.
GATES OVER 6 FT IN HEIGHT AND WIDER THAN 12 FT WILL REQUIRE
6 FT
UNDER
OVER
AND
6 FT
POST
GATE
FRAME
GATE
" OD8
5" ID 1 4
1BRACE 1
CL CL
CL
CL
CL
(WHEN REQUIRED)
NOTES:
PIPE POST TIE
GATE STOP DETAIL
DETAIL
GATE HOLD BACK
BOTTOM
GATE HINGE DETAIL
DROP ROD ASSY
CONNECTION DETAIL
POST TENSION WIRE
TOP GATE HINGE
BRACE & TRUSS CONNECTIONS
TYPE I
TWISTED & BARBED SELVAGE
KNUCKLED SELVAGE TYPE II
TENSION WIRE TYPE III
KNUCKLED SELVAGE WITH
WITH TENSION WIRE TYPE IV
TWISTED & BARBED SELVAGE
BARBED WIRE AND ARM
TYPICAL MULTIPLE BAY SEGMENT
6" MIN TYP
1" TYP
TYPIC
AL D
OUBLE
SEGMENT
10"
SINGLE TO 6 FT OR DOUBLE TO 12 FT
SINGLE TO 6 FT OR DOUBLE TO 12 FT
SINGLE OVER 6 TO 8 FT OR DOUBLE OVER 12 TO 16 FT
SINGLE OVER 8 TO 12 FT OR DOUBLE TO 16 TO 24 FT
SINGLE 6 TO 13 FT OR DOUBLE OVER 12 TO 24 FT
SINGLE OVER 13 TO 18 FT OR DOUBLE OVER 24 TO 36 FT
SINGLE OVER 18 FT OR DOUBLE OVER 36 FT
2"
6"
8"
"2
"2
"2
"2
1"
""2
"2
7 FT
6 FT
5 FT
4 FT
3 FT
3 FT
3 FT
3 FT
2 FT
2 FT
10 FT
9 FT
8 FT
6 FT
5 FT
9'- 8"
8'- 8"
7'- 8"
5'- 8"
4'- 8"
"2
2"
2"
2"
2"
2.875"
2.375"
2.375"
2.375"
2.375"
5.80
3.65
3.65
3.65
3.65
4.64
3.11
3.11
3.11
3.11
2" 2.375"
1.900"
1.900"
1.900"
1.900"
"2
"2
"2
"2
3.65 3.11
2.72 2.28
2.72 2.23
2.72 2.23
2.72 2.23
INCH OD8
ID4
1PIPE 1
INCH DIA
WIRE 0.177
CONNECTION DETAIL
POST TENSION WIRE
INCH 4
3 x 4
STRETCHER BARPULL POST
TERMINAL OR
CORNER,GATE
INCH8
TRUSS
INCH TYP8
TRUSS RODS
INCH4
3 x 8
BANDS
INCH DIA
WIRE 0.177
DEVICE
TENSION
OPTIONAL
INCH DIA
WIRE 0.177
INCH4
BOLT & NUT
GROUP IC
ASTM F1043
/2
/1
C
G W
GROUP IC
ASTM F1043
HEIGHTS LESS THAN 5 FT.
TRUSS RODS AND BRACES NOT REQUIRED ON FABRIC4.
GROUP IC. USE TYPE B COATINGS.
COAT HIGH STRENGTH PIPE ACCORDING TO ASTM F 10433.
ASTM F 1083.
GALVANIZE SCHEDULE 40 PIPE ACCORDING TO2.
USED IF APPROVED BY THE ENGINEER.
WITH EQUAL OR GREATER SECTION MODULUS MAY BE
TOLERANCE OF 10 PERCENT. OTHER TYPES OF POSTS
SHOWN IN THE CHART. WEIGHT IN LB/FT WITH
F 1043 GROUP IC (HIGH STRENGTH) PIPE OF THE SIZE
POSTS: USE ASTM F 1083 SCHEDULE 40 PIPE OR, ASTM1.
P O
S T S
IZ
E T
A B
L E
A S
T M R
E F
A D
D E
D A
N D C -S
E C
T
IO
N D
IM
R E
M O
V E
D
N O
T E
S R
E V
IS
E D
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w
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