7-Right-of-Way Fence and Gate (Metal Post) - Standard Drawing.pdf
PDF 1 MB Posted
- Attached to
- UDOT Fence Project -
- Solicitation number
- UDOT260139CN - -
- Issued by
- Utah
About this file
This is a standard drawing document for the Utah Department of Transportation (UDOT) Fence Project, Solicitation #UDOT260139CN, an Invitation for Bid (IFB) issued by UDOT's Procurement Services Division and conducted by Region 4. The project requires the provision and installation of 48,200 linear feet of Right-of-Way Fence Type G with metal posts and tortoise fencing, including 110 brace posts, 8 right-of-way gates with 10-foot openings, and 6 tortoise fence step-overs. All labor, equipment, and materials necessary for installation per the plans and specifications are included in the contract scope. The project timeline specifies a contractor start date of February 2, 2026, with a completion deadline of April 20, 2026. The contract will be awarded to the lowest responsive and responsible bidder in accordance with the State of Utah Procurement Code and Utah Administrative Code.
Liquidated damages apply for failure to meet the completion deadline, assessed at $500 per day from April 21 through May 2, 2026, and $2,500 per day thereafter until project completion. The standard drawing document serves as part of the technical specifications and design requirements for bidders to develop accurate proposals and understand the installation standards required for the fence system. No specific pricing information, set-asides, incumbent contractor details, or funding amounts are detailed in this drawing document, as it functions as a technical reference rather than a pricing or contract administration document.
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F i l e
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S t a n d a r d s a n d
S p e c s S e c t i o n
S t a n d a r d s
(p u b
S p r i n g
P r e p a r a t i o n
W r k i g
A r e a
D r a w i n g s f
U p d a t e t o
F G
A .d g n
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STD. DWG. NO.
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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"
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18" MIN
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18"
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" 3
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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)
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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
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3" MAX (SEE NOTE 11)
F E
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E F
A B
R
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M A
X A
B O
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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
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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 s t"
C h 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 in
"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
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F i l e
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S t a n d a r d s a n d
S p e c s S e c t i o n
S t a n d a r d s
(p u b
S p r i n g
P r e p a r a t i
W r k i
A e a
D r a w i n g s f
U p d a t e t o
F G
B .d g n
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STD. DWG. NO.
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G T
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FG 2B
(M E
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F E
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N D G
A T
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R
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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
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S ta nd ar d D ra w in
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