J0401 Misc Fencing and Const Typical Drawings.pdf

PDF 1 MB Posted Jul 21, 2025

Attached to: Savanah River IDIQ for road & fence maintenance and repairs
Solicitation number: 12445225R0027
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jul 21, 2025

This document is a set of typical drawings for miscellaneous fencing maintenance and construction at the Savannah River Site (SRS) for the USDA Forest Service, Region 8. The drawings provide detailed specifications for three primary fence types:

Three-strand barbed wire and wire fabric fence (G-102): Includes comprehensive details for wood posts, brace panels, corner braces, and installation requirements. Specifications cover post dimensions, wire types (galvanized, 4-point barbed), tension wire, and installation guidelines for various terrain conditions. 2. Chainlink fence (G-103): Specifies a Type II aluminum-coated steel fence with 0.148-inch core wire, 96-inch height, 9-gauge, 2-inch mesh fabric. The drawing includes detailed schematics for security fence layout, post schedules, brace rail attachments, and grounding details. 3. Chainlink fence gates (G-104): Provides technical drawings for double swing gates, including gate post schedules, hinge types (standard and offset), latch assemblies, and drop rod foundations. The drawings are part of a comprehensive set of four sheets designed to standardize fence construction across the Savannah River Site.

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SCALED TO A 11x17

SHEET SUB SHEET

1 G-101

G-102

3 G-103

4 G-104

KEY PLAN

INDEX

SHEET TITLE

TlnE SHEET

THREE STRAND BARBED WIRE

AND WIRE FABRIC WITH

BARBED WIRE TOP AND

BOTTOM

CHAINLINK

FENCE

CHAINLINK

FENCE GATES

STATE MAP

NO SCALE

PROJECT LOCATION

IS ANYWHERE LOCATED

WITHIN THE SRS

SITE MAP

NO SCALE 0

LEGEND

U.S. ROUTE

STATE ROUTE

SRS ROUTE

RAIL ROAD

TRACK

United States Department of Agriculture Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

MISC. FENCING

MAINTENANCE AND

CONSTRUCTION

TYPICAL DRAWINGS

SAVANNAH RIVER

SITE (SRS)

DRAWING TITLE

TITLE SHEET

L. MOORE 02/14/2019

SUBMITTED BY DESIGNER DATE

/dt:;J;t;fJ&dNm

MAINTENANCE PROGRAM MANAGER

DESIGNER DWG SHEET NO.

LMOORE

DRAWN G-101

LMOORE

CHECKED

SHEET

PROJECT NO. 1 OF 4

LINE POST - WOOD,

4" DIA. MIN. X 7'-0" LONG

REFER TO BRACE

PANEL DETAIL

GROUND

LINE

OPTIONAL LINE POST

7'-0" STEEL POST

BARBED-WIRE

(TYPICAL)

GATE OPENING VARIES

TO BE DETERMINED

BY C.O. AND STATED

ON PLANS

7' 10'

ROAD SURFACE

(VARIES)

CATTLE GATE

" MINIMUM DIAMETER

TUBULAR STEEL QUICK

PIN-LATCH SYSTEM

VARIES 8' TO 12' VARIES 8' TO 12'

4'-3"

2'-9"

MIN.

4'-3"

2'-6"

MIN.

LOOP OF 9-GAGE BRACE

TENSION WIRE TWISTED

TO TIGHTEN OR 4" DIA BRACE

BRACE

BARBED-WIRE

(TYPICAL)

LINE POST - WOOD

4" DIA. (TOP) X 7'-0" LONG

NOT TO INTERFERE WITH

HINGE.

END OR CORNER POST - WOOD

8" DIA. (TOP) X 7'-6" LONG

LINE POST - WOOD,

4" DIA. (TOP) X 7'-0" LONG

LOOP OF 9-GAGE

WIRE TWISTED TO

TIGHTEN

GRADE

OPTIONAL LINE POST

6'6" STEEL POST

BARBED-WIRE

(TYPICAL)

GATE OPENING VARIES TO BE DETERMINED

BY COR AND CLARIFIED IN TASK ORDER

7' 10'

ROAD SURFACE

GRADE (VARIES)

CHAIN AND PADLOCK

(PADLOCK TO BE

FURNISHED BY ACP)

MESH CATTLE GATE

" MINIMUM DIAMETER

TUBULAR STEEL QUICK

PIN-LATCH SYSTEM

THREADED BOLT HOOK

12" MINIMUM LENGTH

TO ACCOMMODATE GATE

HARDWARE (TYPICAL)

4'-6"

VARIES 8' TO 12' VARIES 8' TO 12'

4'-3"

2'-9" MIN.

2'-6" MIN.

DAP

(TYPICAL)

LINE POST - WOOD

4" DIA. (TOP) X 7'-0" LONG

END OR CORNER POST - WOOD

8" DIA. (TOP) X 7'-6" LONG

LOOP OF 9-GAGE WIRE

TWISTED TO TIGHTEN

GRADE

BRACE

4'-2"

BRACE

BARBED-WIRE

(TYPICAL)

BARBED-WIRE

(TYPICAL)

3'-11"

END OR CORNER POST - WOOD,

8" DIA. (TOP) X 7'-6" LONG

2-40 D GALV. NAILS

ONE ON TOP, ONE

ON BOTTOM

REFER TO BRACE PANEL DETAIL

(GATE AND END PANEL BRACE

SHOWN BELOW FOR CLARITY)

DAP (TYP.)

4'-6"

CHAIN AND PADLOCK

(GOVT. FURNISHED)

16" MIN.

16"

10" MIN.

3'-9" MAX.

4'-3"

16" MIN.

16"

10" MIN.

TYP

3'3'

END OR CORNER POST - WOOD

8" DIA. (TOP) X 7'-6" LONG

LINE POST - WOOD

4" DIA. (TOP) X 7'-0" LONG

WOVEN WIRE FENCE BRACE PANEL DETAIL

(MAXIMUM SPACING 650'. LINE BRACES ALSO

TO BE USED WHEN VERTICAL ALIGNMENT

CHANGES 20° (36.4%) OR MORE)

3-STRAND BARBED WIRE FENCE BRACE PANEL DETAIL

(MAXIMUM SPACING 650'. LINE BRACES ALSO TO BE USED

WHEN VERTICAL ALIGNMENT CHANGES 20° (36.4%) OR MORE)

THREADED BOLT HOOK

12" MINIMUM LENGTH

TO ACCOMMODATE GATE

HARDWARE (TYPICAL)

WOVEN WIRE FENCE W/ BARBED WIRE TOP AND BOTTOM

LAYOUT (NTS)

DAP DETAIL

3-STRAND BARBED WIRE FENCE

LAYOUT (NTS)

4'-3"

END OR CORNER

POST, TYP

4" MIN BRACE

4" MIN. BRACE

7'-0"

BRACE

7'-0"

BRACE

9-GAGE TENSION

WIRE TWISTED

4 PT. BARBED WIRE

8"Ø

3'-0"

9-GAGE BRACE

TENSION WIRE

TWISTED

CORNER BRACE

(TO BE USED WHEN

CORNER IS 20° OR MORE)

PAY ITEM 61910 COVERS

9-GAGE TENSION BRACE

WIRES AND 4" DIA. BRACE

POST (9-GAGE TENSION WIRE

AND 4" DIA. BRACE POST

BOTH ARE ACCEPTABLE

TO CONSTRUCT BRACE

PANELS. SUBMIT TO C.O.

FOR APPROVAL)

30°

DETAIL

SHOWING METHOD OF

CUTTING WOOD POST TOPS

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

STANDARD

FENCE DETAIL

SAVANNAH

RIVER

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

THREE STRAND BARBED WIRE

AND WIRE FABRIC WITH

BARBED WIRE TOP AND

BOTTOM

L. MOORE

G-102

NOTE:

1. PLACE DIAGONAL 4" BRACE IN DIRECTION OF

PULL. NOTCH POSTS FOR THE 4" DIAGONAL

BRACES. ALL DIAGONAL 4" BRACES TO HAVE 2

GALVANIZED 12d NAILS AT EACH END.

GENERAL NOTES:

1. ALL FENCING WORK IN ITS ENTIRETY SHALL CONFORM TO FSSS SECTION 619

2. POSTS SHALL BE MADE FROM SOUTHERN PINE, WEST COAST DOUGLAS FIR, PONDEROSA PINE, OR LODGEPOLE PINE. POSTS ARE TREATED IN ACCORDANCE WITH AASHTO 133 USING

EITHER PENTACHLOROPHENAL OR CHROMATED COPPER ARSENATE. MINIMUM NET RETENTION OF PRESERVATIVE PER CUBIC FOOT OF WOOD SHALL BE:

a. PENTACHLOROPHENOL 0.5 lb.

b. CHROMATED COPPER ARSENATE 0.5 lb.

BRACE PANEL POSTS HAVE A MINIMUM DIAMETER OF 6” AND HAVE A MINIMUM LENGTH OF 7'-6”. AND HORIZONTAL BRACES HAVE A MINIMUM DIAMETER OF 4" AND HAVE A MINIMUM

LENGTH OF 7'.

3. LINE POSTS WILL BE IDENTIFIED IN PLANS AND SCHEDULE OF ITEMS:

a. WOOD LINE POSTS HAVE A MINIMUM DIAMETER OF 4" AT THE TOP AND HAVE A MINIMUM LENGTH OF 7'. DETERMINE THE DIAMETERS BY MEASURING THE CIRCUMFERENCE AND

DIVIDING BY 3.14.

b. METAL LINE POSTS ARE STEEL "TEE" SECTIONS, 6'-6" IN LENGTH, WEIGHING NOT LESS THAN 1.3 LB/FT, AND HAVE AN ANCHOR PLATE SUFFICIENT TO RESIST MOVEMENT.

c. ALL STEEL POSTS HAVE A WEATHER RESISTANT GREEN, BAKED-ENAMEL FINISH WHICH IS ALSO RESISTANT TO THE SHOCK OF DRIVING OPERATIONS. WHITE PAINT ON THE TOP

PORTION OF THE POSTS IS OPTIONAL.

d. STEEL LINE POSTS WITH STUDDED FACE WILL BE ACCEPTABLE IN LIEU

OF DRILLED OR PUNCHED HOLES.

4. BARBED WIRE SHALL CONFORM TO FP-14,SECTION 710.01 AND AASHTO M 280, TYPE A, AND ARE TWO STRANDS OF 12 1/2 GAGE GALVANIZED WIRE, TWISTED, HAVING 4 POINT BARB, DOUBLE WRAP, 14 GAGE ROUND BARBS WITH SPACING OF BARBS BEING 5 INCHES. ALL BARBED-WIRE STRANDS SHALL BE WRAPPED TWICE AROUND PULL POST AND STAPLED AT LEAST

4 TIMES.

5. WOVEN WIRE MESH SHALL FABRIC CONFORM TO FP-14,SECTION 710.02 AND AASHTO M 279, NO. 11 GRADE 60, CONSISTING OF 10 HORIZONTAL WIRES WITH VERTICAL CROSS WIRES

SPACED 6" APART. THE TOP AND BOTTOM WIRES ARE 9 GAGE GALVANIZED AND THE INTERMEDIATE WIRES AND VERTICAL WIRES ARE 11 GAGE GALVANIZED. THE NOMINAL HEIGHT IS 47”.

6. BRACE TENSION WIRES ARE DOUBLE STRAND, TWISTED, 8 GAGE GALVANIZED. STAPLES ARE 1 1/2 " LONG, .015" GALVANIZED.

7. STANDARD GATES ARE 3'-6" HIGH, CONSISTING OF A 1 3/4 "O.D. GALVANIZED STEEL TUBULAR FRAME, AND VERTICAL BRACES AT MIDPOINT FOR GATES 14' WIDE OR LESS. TWO BRACES

AT THIRD POINTS ARE REQUIRED FOR GATES OVER 14' WIDE. WOVEN WIRE MESH IS AS SPECIFIED ABOVE, EXCEPT THAT CROSS WIRES MAY BE EITHER A 2" OR 4" SPACING; OR

ALTERNATIVELY. GATE HAS ADJUSTABLE HINGES AND A DIAGONAL, ADJUSTABLE, SAG ROD CONSISTING OF 3/8 “GALVANIZED STEEL. LATCH IS A CHAIN WITH A CLOSEABLE HOOK ON ONE

END, FIRMLY STAPLED TO THE POST. ALL FITTINGS ARE GALVANIZED.

8. PLACE BRACE PANELS AT ALL CORNERS, ENDS, INTERSECTIONS AND GATES. ALSO PLACE BRACE PANELS AT ALL CHANGES IN ALIGNMENT AND GRADE IN EXCESS OF 20 DEGREES.

PLACE BRACE PANELS AT UNIFORM INTERVALS OF NOT MORE THAN 660'. IN ADDITION TO BRACE PANELS ADJACENT TO THE STANDARD GATE, PLACE A BRACE PANEL 33' EACH SIDE OF

THE GATE BRACING, EXCEPT WHERE ANOTHER BRACE PANEL EXISTS WITHIN 165' OF THE GATE BRACING.

9. STAPLE EVERY STRAND OF BARBED WIRE, AND EVERY OTHER HORIZONTAL STRAND OF WIRE MESH FABRIC TO EACH POST IN ACCORDANCE WITH STANDARD PROCEDURE. MORTISE

BRACES INTO POSTS 1 ", AND NAIL WITH 4-40D NAILS AT EACH END. LOOP BRACE TENSION WIRES COMPLETELY AROUND THE POSTS AND FIRMLY STAPLE TO PREVENT SLIPPAGE.

10.MINOR CONCRETE SHALL CONFORM TO FP-14 SECTION 601. COMPLETELY CURE CONCRETE BEFORE WIRE IS STRETCHED.

11.FOR FENCING END POST: THE POST SHALL BE 5-INCHES IN DIAMETER MINIMUM WITH A MINIMUM OF 3'-6” BURIED AND CONCRETED INTO THE GROUND. THE HOLE FOR THE END POST

SHALL BE AT LEAST 1-FT IN DIAMETER.

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GENERAL NOTE:

1. CHAINLINK FENCE SHALL BE TYPE II ALUMINUM-COATED

STEEL, 0.148-INCH CORE WIRE X 96-INCH DIAMOND COUNT

FABRIC HEIGHT X 9 GAUGE X 2-INCH MESH AND SHALL

CONFORM TO FP-14 SECTION 710.03.

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

STANDARD

FENCE DETAIL

SAVANNAH

RIVER

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

CHAINLINK

FENCE

L. MOORE

G-103

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FABRIC WIDTH

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10'-0" MAXIMUM

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3'-4" MIN.

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16" MIN. DIA.

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CONCRETE BASE

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BRACE RAIL

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LINE POST

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LINE POST

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GRADE

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10" MIN. DIA.

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FABRIC

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TENSION BAR

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CARRIAGE BOLT

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FABRIC

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PULL POST

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LINE POST

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TRUSS ROD

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TRUSS ROD

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10'-0" MAX.

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10'-0" MAX.

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FENCE POST

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NO SCALE

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NO SCALE

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STEEL POST SCHEDULE

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USE AND SECTION

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MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

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CORNER, END & PULL POSTS

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TUBULAR - ROUND

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LINE POSTS

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TUBULAR - ROUND

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TUBULAR - ROUND

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TUBULAR - SQUARE

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H-SECTION

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C-SECTION (ROLL-FORMED)

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AutoCAD SHX Text 1.90" O.D.

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1.50" SQ.

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BOTTOM RAIL

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DOUBLE RAIL END

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LINE POST

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FABRIC

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BOTTOM RAIL

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NO SCALE

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SECURE SIDE

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CONCRETE BASE

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1/2 " (TYP.)

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TOP TENSION WIRE

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TOP TENSION WIRE

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BOTTOM & BRACE RAILS

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TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

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TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

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TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

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TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

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ON DOUBLE OUTRIGGER

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TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

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TBR - FENCE WITH TOP AND BOTTOM RAILS

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TWB - TENSION WIRE TOP AND BOTTOM

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TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

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FINAL NUMBER IS FABRIC WIDTH IN INCHES.

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#8 AWG SOLID

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COPPER WIRE

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PROVIDE BRACE PANEL WHENEVER

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STRAIGHT RUNS EXCEED 500 FEET.

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BARBED-WIRE APRON

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ON EXTENSION ARMS

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CHAIN-LINK FABRIC

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(9 GAGE, 2" MESH)

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10'-0" MAXIMUM

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LINE POSTS TO BE EQUALLY SPACED

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%%UBRACE RAIL ATTACHMENT

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%%ULINE POST ATTACHMENTS

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%%UTENSION BAND DETAIL

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%%UEND OR GATE POST DETAIL

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%%UCHAIN-LINK SECURITY FENCE DETAIL

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%%UFASTENING DETAILS

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%%UBRACE RAIL CLAMP DETAIL

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%%UTRUSS ROD AND BAND

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%%UBOTTOM RAIL DETAILS

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%%UBRACE PANEL DETAIL

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%%UGROUNDING DETAIL

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FABRIC WIDTH 72" OR LESS

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FABRIC WIDTH 84" TO 96"

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FABRIC WIDTH 108" AND OVER

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BARBED WIRE (TYP.)

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LOCK PIN (TYP.)

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3/8 " PLAIN PIN

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RIVETED FLUSH (TYP.)

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3/8 " PLAIN PIN

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RIVETED FLUSH (TYP.)

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%%ULINE POST

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%%UEXTENSION ARM DETAILS

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%%UCORNER POST

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DEGREES

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DEGREES

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TENSION WIRE

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%%UNOTES:

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%%UFENCE LEGEND:

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%%UEXAMPLES:

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CORNER, END,

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OR PULL POST

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TIE WIRES

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(TYP)

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TIE WIRES

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(12" O.C. MAX)

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(TYP)

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6"(TYP)

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7.5"(TYP)

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TRUSS ROD

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(3/8" MIN.

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DIA.)

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TENSION BAR TO ENGAGE

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EACH FABRIC LINK

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TENSION BAND (15" O.C. MAX.

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AND WITHIN 4" FROM TOP AND

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BOTTOM OF FABRIC)

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9-GAGE STEEL

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TIE WIRES

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(12" O.C. MAX.)

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BOTTOM OF

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FABRIC

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3/8 " CARRIAGE

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BOLT W/PEENED

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THREADS

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9-GAGE STEEL

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TIE WIRES

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(12" O.C. MAX.)

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MOLDED EXOTHERMIC

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WELD OR APPROVED

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CLAMP-TYPE FITTING

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OF COPPER

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3/4 " DIA.

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COPPER-CLAD

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STEEL GROUND

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ROD

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BRACE

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RAILS

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BRACE

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RAILS

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LINE

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POST

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TRUSS ROD

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(3/8" MIN. DIA.)

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TENSION

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BAND

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%%UNOTE:

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NO SCALE

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NO SCALE

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NO SCALE

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ENDS TWISTED AT

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LEAST 3 FULL TURNS

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1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

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ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

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FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

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BOTTOM

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RAIL

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1" MAX

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2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED

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FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.

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16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED

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FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS

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SHALL NOT BE ALLOWED ON SENSORED FENCES.

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3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING

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3/8 " CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

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DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

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BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

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9-GAGE STEEL TIE WIRE

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(15" O.C. MAX. AND

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WITHIN 4" FROM

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TOP AND BOTTOM

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OF FABRIC)

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FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

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ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

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WIDTH.

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FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON,

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TOP AND BOTTOM TENSION WIRE, AND 84 INCH

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FABRIC WIDTH.

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TRUSS ROD

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(3/8" MIN. DIA.)

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1" MAX.

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TO BOTTOM

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OF FABRIC

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United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

STANDARD

FENCE DETAIL

SAVANNAH

RIVER

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

CHAINLINK

FENCE GATES

L. MOORE

G-104

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LEAF

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FENCE FABRIC

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GATE OPENING

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3 STRANDS OF BARBED

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WIRE (TYP.)

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FENCE FABRIC (TYP.)

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DIRECTION GATE SWING (TYP.)

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CHAIN LINK

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FABRIC

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LINE POST

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FENCE FABRIC

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VERTICAL BARBED

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WIRE APRON

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SINGLE OUTRIGGER

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TO UNSECURE SIDE

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BRACE RAIL

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LATCH

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BRACE RAIL

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GRADE LINE

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TRUSS ROD

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TRUSS

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ROD

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GATE FRAME

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BRACE RAIL (TYP)

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HINGES (TYP)

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TRUSS ROD (TYP)

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BRACE RAIL (TYP)

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LINE POST

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GRADE LINE

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GATE FRAME

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PAVED SUFACE

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BITIMINOUS

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SAND/GRAVEL

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1/2 " DIA. DROP ROD

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(INDUSTRY STANDARD)

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6" DIA.

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P.C. CONC.

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GATE POST SCHEDULE

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GATE LEAF WIDTH

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OUTSIDE DIMENSION

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(NOMINAL)

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(NOMINAL)

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6' OR LESS

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2.875" OD

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2.5" SQ

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4.0" OD

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MORE THAN 18'

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8.625" OD

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6.625" OD

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DROP ROD

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GATE OPENING

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GATE LEAF

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3 STRANDS OF BARBED

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WIRE (TYP.)

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CHAIN-LINK

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FABRIC

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HINGE

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HINGE

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3 HORIZONTAL STRANDS

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OF BARBED WIRE

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3 STRANDS OF BARBED

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WIRE (TYP.)

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TOP TENSION WIRE

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OR RAIL AS SPECIFIED

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TOP TENSION WIRE OR

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RAIL AS SPECIFIED (TYP)

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%%UOFFSET HINGE

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%%USTANDARD HINGE

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%%UGATE KEEPER

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%%USWING GATE DETAILS

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(TO HOLD GATE OPEN)

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NO SCALE

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NOTES:

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2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

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ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

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3'-10" FOR POSTS 8 5/8 " 0. D.

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3'-4" FOR POSTS 6 5/8 " O. D.

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3'-0" MIN. FOR POSTS

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4" O. D. & LESS

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LATCH

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ASSEMBLY

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GATE

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POST

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3 STRANDS

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OF BARBED

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WIRE

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6" DIA.

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P.C. CONC.

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16" DIA. MIN. FOR GATE

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POSTS 4" O. D. & LESS

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24" DIA. FOR GATE

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POSTS OVER 4" O.D.

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3/8 " DIA. TRUSS

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RODS (TYP)

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NO SCALE

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2" MIN

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2" MAX FOR SENSORED FENCES

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5" MAX FOR NON-SENSORED FENCES

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NEW CURB &

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GUTTER

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1/2 " EXP.

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JOINT

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WASHER

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NEW GATE

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STANDARD

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HINGE

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NEW GATE

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POST FTG.

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SEE

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ELEVATION

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GATE

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POST

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1/2 " EXP.

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JOINT

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GATE

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%%UPLAN

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SAWCUT

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CURB FULL

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DEPTH

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SAWCUT

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GUTTER

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3" MIN.

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EXIST. CURB &

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GUTTER

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EXIST.

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CURB

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1" ID

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STEEL PIPE

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%%UPLAN

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%%UDOUBLE SWING GATE (TYPE FE-6 FENCE)

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%%UELEVATION

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%%UGATE POST SECTION

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%%UAT CURB AND GUTTER

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%%UDROP ROD FOUNDATION

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NO SCALE

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NO SCALE

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%%UPERSONNEL GATE

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%%UTYPE FE-6 FENCE

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%%ULATCH ASSEMBLY

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%%UDROP ROD ASSEMBLY

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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

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AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

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METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

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4. GATES SHALL BE DESIGNATED AS FOLLOWS:

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FENCE TYPE - FE5, FE6, ETC.

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FENCE HEIGHT - INCHES

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TYPE OPENING - SO (SINGLE)

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- DO (DOUBLE)

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HINGE - RA (STANDARD)

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- HO (OFFSET)

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OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

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EXAMPLES: FE6-84-DO-RA-24

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FE5-48-SO-HO-6

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GREATER THAN 6' TO 12'

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GREATER THAN 12' TO 18'

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BOTTOM TENSION

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WIRE OR RAIL AS

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SPECIFIED (TYP)

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BOTTOM TENSION

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WIRE OR RAIL AS

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SPECIFIED

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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

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1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES

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SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING

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HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

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BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE

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FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

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CONSTRUCTION OF ALL GATES SUPPLIED.

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Title Sheet Signed

2 WOVEN AND BARBED WIRE FENCE

Sheets and Views

BARBED-WOVEN WIRE

3 CHAINLINK FENCE

Sheets and Views

CHAINLINK

4 CHAINLINK GATE

Sheets and Views

CHAINLINK GATE

File details come from the government source that posted it. Updated Jul 21, 2025.