Exhibit C-SOW- CampDawson North Perimeter Fence Replacement.pdf

EXHIBIT C-Scope of Work

WEST VIRGINIA ARMY NATIONAL GUARD

CAMP DAWSON, KINGWOOD WV

North Perimeter Security Fence Demolition and Replacement

Division 1 - General Requirements

01100 Summary

The purpose of this scope of work is to outline the requirements for a contractor to provide all necessary labor, materials, equipment, and supervision for the removal of existing fencing and the construction of a new (approx. 2,600 linear foot) perimeter security fence at Camp Dawson, located on the North side of the cantonment area. This work is necessary to enhance the physical security and access control of the installation in accordance with all applicable Department of Defense (DoD) and U.S. Army standards.

Project Objectives:

• Remove and dispose of approximately 2,600 feet of existing fence.

• Construct a new perimeter security fence that meets Anti-Terrorism Force Protection (ATFP) standards.

• The new fence must be Type FE6 – TWBR – 96 – Chain Link Fence.

• The new fence must incorporate three (3) high-tensile cubist running the length of the fence, as detailed in the attached engineering drawings.

• Provide and install all necessary gates, access control points, and associated hardware.

• Implement and maintain all necessary temporary erosion and sediment control measures during construction.

• Ensure all work complies with Federal, State, and local regulations.

• Restore all disturbed areas to their original condition upon project completion.

01300 Administrative Requirements

Project Coordination

• Coordinate all construction activities to ensure the efficient and orderly installation of each part of the Work.

• Schedule construction activities in the proper sequence, especially where the installation of one component is dependent on another.

• Where space is limited, coordinate the installation of different components to ensure maximum accessibility for future maintenance, service, and repair.

• Prepare and distribute memoranda to all stakeholders outlining special procedures, notices, reports, and meeting requirements.

Administrative Procedures Coordinate the scheduling and timing of administrative procedures to avoid conflicts and ensure the orderly progress of the Work. These activities include, but are not limited to:

• Schedule preparation

• Installing and removing temporary facilities

• Delivering and processing submittals

• Progress meetings

• Project Close-out activities

Conservation Coordinate construction activities to ensure that operations are carried out with consideration for the conservation of energy, water, and materials.

Progress Meetings

• The contractor will conduct progress meetings on-site at regularly scheduled intervals, typically bi-weekly, as agreed upon by the Project Manager.

• Meeting minutes are to be provided by the contractor within three (3) business days of the meeting's conclusion for approval at the next meeting.

• The progress meeting agenda shall include:

• Review and approval of the previous meeting's minutes.

• Discussion of old and new business.

• Review of contractor and owner issues and concerns.

• Review of progress against the construction schedule, noting whether activities are on time, ahead, or behind schedule.

• Presentation of an updated project schedule, including a two-week look-ahead.

General Responsibilities

• The contractor is responsible for providing all parts, labor, equipment, and materials required to deliver a finished, fully functional product as described.

• The contractor is responsible for obtaining and the cost of all required permits prior to the initiation of any work.

• The contractor shall ensure all work is in compliance with all Federal, State, Local, State Fire Marshall, and ATFP requirements.

• The contractor is responsible for field-verifying all site dimensions and quantities of materials required.

• The contractor is responsible for daily site cleanup, keeping the work site free from excess debris and safety hazards, and for the legal disposal of all construction waste off-site at the contractor's expense.

• The West Virginia Army National Guard (WVARNG) reserves the right to claim any removed equipment. A list of equipment to be retained will be provided to the contractor prior to the start of work. The contractor must make every effort to remove these items without damage.

Submittals and Reviews

• The owner will have 7 business days to review and respond to Requests For Information (RFIs).

• The owner will have 14 business days to review and respond to contract submittals and review drawings.

• All materials and colors must be submitted to and approved by the WVARNG prior to installation.

Site Access Requirements

• The contractor and all sub-contractor employees must comply with all installation access, background check, and personal identity verification requirements (per FAR clause 52.204-9) as directed by the Provost Marshal Office or Director of Emergency Services.

• Employees must comply with adjudication standards using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (per Army Directive 2014-05/AR 190-13).

• All contractor and sub-contractor employees are responsible for having a Real ID.

• The contractor must provide two (2) business days' notice to the Project Manager to coordinate access and deliveries to Camp Dawson. Failure to provide adequate notice may result in refused access, and the contractor will be responsible for any resulting rescheduling costs.

01400 Quality Requirements

• The contractor shall provide a one-year warranty on all parts, labor, and materials for the entire project.

• No hardware, devices, or software will be accepted that has been on the market for less than five (5) years. All devices require the approval of the WVARNG.

01500 Temporary Facilities and Controls

• The contractor is required to provide their own temporary facilities, including a job trailer and laydown area. The WVARNG will designate an area for this purpose.

• The WVARNG will make every effort to provide access to electricity and water at the designated site; however, it is not guaranteed.

01700 Execution Requirements

• Within 30 days of the government's Final Acceptance of the project, the contractor shall provide all field notes, as-built drawings, and other associated records to the Project Manager.

• The successful contractor will be required to provide Camp Dawson staff with training on the operation and maintenance of any new systems at project completion.

Division 2 - Site Construction

02200 Site Preparation

• The contractor shall locate and mark all existing utilities prior to commencing work by coordinating with local utility companies.

• The contractor must provide protection for all streets, fences, trees, utilities, and structures that are to remain. Any damage caused by the contractor shall be repaired to match existing conditions at no additional cost to the owner.

02300 Earthwork

• This work includes any necessary clearing, grubbing, and grading along the fence line to ensure proper installation.

• This work also includes all excavation required for fence posts, gate foundations, and other related structures.

Division 3 - Fencing

03100 Security Fencing

• All perimeter security fencing, gates, and associated hardware shall be constructed in strict accordance with the engineering drawings provided in Unified Facilities Criteria (UFC) 4-022-03 (Security Fences and Gates).

• Specifically, the contractor shall adhere to the structural and dimensional requirements detailed in:

• Drawing UFC-700: For standard line post, fabric, and top/bottom tension wire installation.

• Drawing UFC-701: For 45-degree outrigger and barbed wire installation.

• Drawing UFC-711: For all swing gate installations.

• A copy of UFC 4-022-03 can be obtained via the Whole Building Design Guide (wbdg.org).

The contractor is responsible for ensuring all field work matches these specific Department of Defense visual standards.

• Furnish and install a perimeter security fence as specified. The exact length and location will be field-verified by the contractor.

• Fence materials, height, gauge, and installation methods must strictly adhere to the current U.S. Army security standards for perimeter fencing.

03200 Gates and Access Control

• Furnish and install vehicle and pedestrian gates at locations designated by the Project Manager.

• Installation shall include all posts, hardware, and locking mechanisms required for a complete and operational system, adhering to the aforementioned UFC standards.

D D

US Army Corps of Engineers Omaha District

STANDARD DETAILS FOR

CHAIN-LINK SECURITY FENCES,

C FARM STYLE FENCES AND C

A DOUBLE CABLE BARRIER

G) DRAWING INDEX

B DRAWING

REVISIONS B

CODE

sman-90-01 sro an-90-02 sm an-90-03 sm an-90-04 sm an-90-05 sm an-90-06 sm an-to-01 sro an-90-08 sman--90-09 sm an-90-10 sm an-90-11 sro an-90-12 sm an-90-13

REV. NO.

AMICO DRAWING

DRAWING INDEX &: COVER SHEET

FE5 CHAIN-LINK SECURITY FENCE DETAILS

FE6 CHAIN-LINK SECURITY FENCE DETAILS

FOR NON-SENSOREO FENCE

FE6 CHAIN-LINK SECURITY FENCE DETAILS

FOR SENSORED FENCE (SHEET ADDED)

FE7 CHAIN-LINK SECURITY FENCE DETAILS

FOR NON-SENSORED FENCE

FE7 CHAIN-LINK SECURITY FENCE DETAILS

FOR SENSORED FENCE

FE8 CHAIN-LINK SECURITY FENCE DETAILS

FOR SENSORED FENCE

FE5 CHAIN-LINK SECURITY FENCE GATE DETAILS

FE6 CHAIN-LINK SECURITY FENCE GATE DETAILS

FE7/8 CHAIN-LINK SECURITY FENCE GATE DETAILS

FARM STYLE 3 STRANO BARBED-WIRE FENCE DETAILS

FARM STYLE 4 STRANO BARBED-WIRE FENCE DETAILS

FARM STYLE O STRANO BARBED-WIRE FENCE DETAILS

$$ - THINK VALUE ENGINEERING - $$

7 Descriptions

© I REV #0001 GENERAL REVISIONS

US ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

oa,e IA"'o"'

03/17/04 JWE

A sm an-90-14 ©

SID 872-90-15 ©

FARM STYLE WOVEN-WIRE FENCE DETAILS

DOUBLE CABLE BARRIER DETAILS

Designed by

Drawn by

G) Checked by·

BASELOCATION A

STANDARD DETAILS FOR CHAIN-LINK

SECURITY FENCES, FARM STYLE FENCES

AND A DOUBLE CABLE BARRIER

COVER SHEET & INDEX

Reviewed by

Submitted by

Chief X

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LINE POST ---

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POST

FABRIC WIDTH

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2 1/2" MAX

J'-4"

',... , 14

HOG RINGS {TYP.)

10" MIN. DIA.

I. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND AA£ NOT INTENDED TO LIMIT OTHER

TYPES OF ft:NCE SECTIONS ANO METHOOS OF INSTAUATION THAT COMPlY WITH THE

SPECIF1CAT10NS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

�!l. ...... L

1o·-o· MAXlt.lUM

1 o' -o· o.c. MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

·.·�?..1-

THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE Pl.ACED ON THE SIDE OPPOSrT£ THE

SECURE AREA

J. C-SECTION POSTS SHALL BE INSTALLEO SO THAT THE VOID INSIDE THE POST IS

COMPLETELY Fll.LED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

C G)

FE5 CHAIN-LINK SECURITY FENCE DETAIL

NO SCALE

TENSION BAND (15" O.C. MAX. AND WITHIN

4" FROM TOP AND BOTTOM OF FABRIC)

FABRIC

FENCE LEGEND: C

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

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

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

TYPE FEB - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE OUTRIGGER

TRUSS ROO

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C0�"'5� >;•:�----1::.•;•••�. •-1,1/2" (1YP.)

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END OR GATE POST DETAIL

TOP OR BRACE RAIL ATTACHMENT

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TR - FENCE WITH TOf' RAIL AND TENSION WIRE AT BOTTOM TBR - FENCE WITH TOf' AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

FE6-TR-72 - CtwN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP

RAIL, AND 72 INCH FABRIC WIDTH

Q) FES-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOt.l TENSION

WIRE, AND 84 INCH FABRIC WIDTH.

9-GAGE STEEL

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G) TRUSS ROD AND BAND H-BEAM BOTTOM OF ROUND POST OF FABRIC)

BRACE RAIL CLAMP DETAILS TENSION BAND DETAIL FABRIC)

LINE POST ATTACHMENTS

FASTENING DETAILS

LINE POST ---

BRACE

RAJLS

TRUSS ROD/

PULL POST

'-..TRUSS ROD

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RAJLS

r=

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/ TENSION WIRE

MOLDED EXOTHERMIC

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10·-o·

Revisions Descriptions

:1.�,0001 GENERAL REVISIONS

U.S. ARMY ENGINEER DISTRICT

oI,,. A"'""" l/17/04 JWf.

A

10·-o· MA>:.

BRACE PANEL DETAIL

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CORPS OF ENGINEERS

OMAHA. NEBRASKA

BASE NAME BASE LOCATION A

STANDARD DETAILS FOR CHAIN-LINK

SECURITY FENCES, FARM STYLE FENCES

AND A DOUBLE CABLE BARRIER

FE5 CHAIN-LINK SECURITY

NO SCALE PROVIDE BRACE PANEl.

WHENEVER STRAIGHT RUNS

EXCEED 500 FEET.

GROUNDING DETAIL

NO SCALE Reviewed by:

Submitted by:

FENCE DETAILS

PlolScaleRatio:

Design Fie: 02 FE5FEN1.0WG 03/17/CM

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Chief: X Contract No

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STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSJONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" ANO OVER

CORNER, END &: PULL POSTS

TUBULAR - ROUND

TUBULAR - SOU.A.RE

C-SECTION (ROLL-FORMED)

2.375" 0.0.

2.00" SQ.

3.so· x 3.so·

2.875" O.D.

2.50" SQ.

3.so· x 3.so·

4.00" o.o.

3.oo· SQ.

LINE POSTS

TUBULAR - ROUND 1.90" O.D. 2.375" 0.0. 2.875" 0.0.

H-SECTION 2.25" X 1.70" 2.25" X 1.70" 2.25" X 1.70"

C-SECTION (ROLL-FORMED) 1.875" X 1.625" 2.25" X 1.70"

TOP, BOTTOM &: BRACE RAILS

TUBULAR - ROUND 1.66" 0.0.

TUBULAR - SQUARE 1.50" SQ.

H-SECTION 1.625" X 1.50"

C-SECTION (ROLL-FORMEO) 1.625" X 1.25"

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TRUSS ROD (3/8• MIN. DIA.)

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9-GAGE STEil T£ WIRES (2' -o· o.c. awe.) ¾

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2. WIRE TIES, RAILS, POSTS, AND BAAC£S SHAll BE CONSTRUCTED ON THE SECURE SIDE Of THE FENCE ALIGNMENT. CtwN-L.MK FABRIC stW.1. BE Pt.JCED ON THE SIDE OPf'OSITE THE SECURE l>RfA

3. UNLESS SPECIFICALLY SHOWN OR SPECIAED, ALL FE6 fENCE stW.1. HA.VE AN APRON

EXTENDED OUTWARD FROM THE M£J,., BEING PROTECTED.

4. C-SECTION POSTS stW.1. BE INSTAl.1.ED SO THAT THE VOID INSIDE THE POST IS

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RQLJND PQ§T END OR GATE POST DETAIL

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COMPl£TELY Fll1£0 WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

FENCE LEGEND·

TYPE FE5 - CHAIN-LINK FENCE WfTHOUT BAR8ED-WIRE APRON

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

TOP OR BRACE RAIL ATTACHMENT TYPE FE7 - CHAIN-LINK FENCE W/BARBEO WIRE ON DOUBt.£ OUTRIGGER TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND IWfflEO-TAPE ON DOUBLE OUTRIGGER TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOlril

TBR - FENCE WITH TOP AND BOTTOM RAILS TW8 - TENSION WIRE TOP AND BOTTOM

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BRACE RAIL CLAMP DETAILS TENSION BAND DETAIL

FASTE NG DETAILS

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1W8R - FDtCE WITH TOP TENSION WIRE AND BOTTOM RAIL

ANAL NUMBER IS FABRIC WIDTH IN INCHES.

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RAIL, AND 72 INCH FABRIC WIDTH.

� FE5-TWB-84 - CHM\1-UN( SECURITY FENCE WITH NO N'RON, TOP AND BOTTOM T[NSKIN

WIRE, AND 84 INCH FABRIC WIDTH.

LINE POST.../-

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� �RE (15" O.C. MAX. .,RE (15" O.C. MAX.

AND WITHIN 4" ANO WITHIN 4" FROM

FROM TOP AND TOP ANO BOTTOM

BOTTOM or FABRIC) OF FABRIC)

OMAHA, NEBRASKA

1 3/17j M

A TRUSS ROO_/

� BOUND POST

BASE NAME BASE LOCATION A

STANDARD DETAILS FOR CHAIN-LINK

SECURITY FENCES, FARM STYLE FENCES

AND A DOUBLE CABLE BARRIER

10·-o· awe. 10'-0" MAX.

_----1., NO SCALE

<D Checked by:

FE6 CHAIN-LINK SECURITY

FENCE DETAILS

<D BRACE PANEL DETAIL �

PROVIDE � PANEl.. WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

GROUN NG DETAIL

Reviewed by:

PlotScaleRatio: ,1e:

Design File: 03 FE6FENCE.OWG 03/17/IM

OOmber:

Submittedby:

Chief: X

Spec.No.:

OACA4S

ContradNo.:

Section OACA4S

Drawingc«le:

ST0872-90-03 03

coo

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I

Q

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE MENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER

CORNER, D«> & PUU. POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROU.-FORMED)

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

LINE POSTS

TUBULAR - ROUND

H--SECTION

C-SECTION (ROU.-F'ORMED)

1.90" O.D.

2.25" X 1.70" 1.875" X 1.625"

2.375" O.D.

2.25" X 1.70" 2.25" X 1.70"

2.875" O.D.

2.25" X 1.70"

TOP, BOTTOM & BRACE RAllS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTlON (ROLL-FORMED)

1.156" O.D.

1.50" SQ.

1.625" X 1.50" 1.625" X 1.25"

' ,;J n

BARBED-WIRE APRON

ON EXTENSION ARMS ,.

,·-o· " r

'-._TOP TENSION WIRE

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ES

c1r o.c. MAXI tTYP) I

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BARBEDWIRE tTYP.1

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OR PULL POST

INK FABRIC

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CHAIN-LINK SECURITY FENCE DETAIL

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AND WITHIN 4" FROM T()P AND

BOTTOM OF FABRIC>

IC

l:il2Illl

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

BRACE RAIL ATTACHMENT ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

( FABRIC SHALL BE PLACED ON THE SIDE ()PPOSITE THE SECURE AREA,

tltB"

13/ MIN.

DIA.I

TENSION

BAND

ENSION BAR TO ENGAGE

EACH FABRIC LINK

ION BAR

CARRIAGE BOLT

ENSIONWIRE

ENDS TWISTED AT

LEAST3FULLTURNS

9-GAGESTEEL TIE WIRE

115" 0,C. MAX. ANO

WITHIN 4" FROM

TOP AND BOTTOM

OFFABRICI

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

\V FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.

16-GAGE. STAINLESS STEEL TIE WIRES SHALL BE USED

FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS

SHALL NOT BE ALLOWED ON SENSOREO FENCES.

l, BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENOS USING

¾" CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

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

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

TYPE FE7 - CHAlN-L INK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

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

ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR -FENCEWITHTQPANDBOTTOMRAILS

TWB - TENSION WIRE TOP ANO BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

TRUSS ROD AND BAND BRACE RAIL CLAMP DETAIL TENSION BAND DETAIL

FENCEPOST

"8AWGSOLIO

COPPER WIRE

\..._SECURE SIDE�

FINAL NUr.llER IS FABRIC WIDTH IN INCHES.

lli!fi.lll

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

()N SINGLE OUTRIGGER. TOP RAIL. ANO 72 INCH FABRIC

WIDTH.

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

TQP AND BOTTOM TENSION WIRE. AND 84 INCH

FABRICWIOTH,

� ¾" CARRIAGE S-,m� Descriptioos 7

LINE

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LINE POST

ED EXOTHERMIC

WELD OR APPROVED

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STEEL GROUND

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REV#0001-GENERALREVISIONS

(9 REV #0001 - NEW SHEET ADDED "'

OMA.H.A.NE8FIASV

10'-0" MAX.

,o·-o· MAX.

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BOTTOM RAIL DETAILS

112·0.c ......... x.1

BRACE PANEL DETAIL

NO SCALE

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PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET,

GROUNDING DETAIL

Submittood by:

°"Sign Filft: 04_FE6FEN���DGN IDate:0311-04

STD 872-90-04

I

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STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 94• TO 96" FABfllC WIDTH 108" AND OVER

CORNER. ENO & PULL POSTS

TUBULAR-ROUND 2,375• o.o. 2.e1s·o.o. 4,00" O.D.

LINE POSTS

1,90" o.o. 2.ns· o.o. 2.e1s-o.o.

BOTTOM & BRACE RAILS

TUBULAR - ROUND 1,66" o.o.

TUBULAR-SQUARE 1.so· so.

C-SECTION tROLL-FORMEOI 1.625" x 1.25"

'i' cr j

LINE POST ��RiE;A;DyS;��io �� �

E APRON BOANRBEEXTOE-WNSIRION ARMS�

WIRES OR HOG (TYP.)

(-o•:'...>o'

LI - "-,

LOCK PIN (TYP.)

,.,,,o

/ \_BARBED

WIRE

,·-o· (TYP.)

" TOP RAIL OR TENSION WIRE

D L

Jl--UNE POST 45' 11f'"-,,,,�, 45- D

CPOURUNEPRO, SET

NOR 1,

FABRIC (9

t

OR

(TYP.) ! OR

LINE POST--- I -

� CORNER POST

J/6" PLAIN PIN

RIVETED FLUSH (TYP.)

"""""""'c·o. ,.i!I,· J) '" ��

NO SCALE

BOTTOM OF 2 G

1 o'-o· MAXIMUM

I,"\ CHAIN-LINK SECURITY FENCE DETAIL

FABRIC 1 ,; • Ml:-°

2 1/2" MAX

1o'-o· MAXIMUM

•� JO" MIN. DIA.

\�.�:,rm

\...!.) NO SCALE TENSION BAND (15" O.C.

MAX. AND WITHIN 4" FROt.t

TOP ANO BOTTOM OF FABRIC)

•• \ (2·.-o· o� ""')

TRUSS ROD

(3/B" MIN. DIA.)

·��_)J

(J/8" MIN. DIA.)

ROUND POST

r\./TENSION BAR

�CARRIAGE BOLT

�BARBED WIRE OR

TENSION WIRE

p- �

.,,,,---FABRIC

TOP OR BRACE RAIL ATTACHMENT

th_ ...Q

9-GACE STEEL

TIE WIRE (15"

O.C. MAX. AND

WITHIN 4•

FROM TOP

9-GAGE STEEL

O.C. MAX. ANO

WITHIN 4" FROM

CD NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

lliTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS

OF INSTAL.1.ATION THAT COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, ANO BRACES SHALL BE CONSTRUCTEO ON

THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL

BE PL.ACED ON THE SIDE OPPOSITE THE SECURE AREA.

3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE

POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE

FOUNDATION.

4. BOTTOM RAIL SHALL BE ATTACHED TO OOUBLE RAIL ENDS USING

3/8" CARRIAGE BOLTS AS SHOWN.

FENCE LEGEND:

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

TYPE FE6 - CHAIN-LINK FENCE W/BARBEO-WIRE ON SINGLE OUTRIGGER B TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER r�·r· -.·..-..·.··�-.---.·

CD

-:·., •' ,.. .�1/2'(TYP.)ITJ«

I•:•:..:.:-•:-::•:..:.:-•

TENSION BAND DETAIL

AND BOTTOM

OF FABRIC)

TOP AND BOTTOM

OF FABRIC) TYPE FE8 - CHAIN-LINK FENCE W/BARBEO-WIRE AND BARBED-TAPE ON

DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP ANO BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

TRUSS ROD AND BAND

BRACE RAIL CLAMP DETAILS

� ROUND POST

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

SINGLE OUTRIGGER, TOP RAIL, ANO 72 INCH FABRIC WIDTH.

LINE POST.,,,-

'E§

MOLOEO EXOTHERMIC WELO

OR APPROVED CLAMP-TYPE

FITT1NG OF COPPER

\.._ SECURE SIDE � DOUBLE RAIL ENO

--w

FE5-1WB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP ANO

BOTTOM TENSION WIRE, ANO 84 INCH FABRIC WIDTH.

$$- THINK VALUE ENGINEERING-$$I

RevJSIOOS

*-ll!lll!I ,, . _•.• :;•' , ' •_,..•; ',.• em, BOTTOM R>JL

� �O BOTTOM OF

9TI-EGAWGIREESSTEEL )FABRIC

Orawnt>y SECURITY FENCES, FARM STYLE FENCES

AND A DOUBLE CABLE BARRIER

10·-o· MAX. 10'-0" MAX. --'-- 1� CD (2'-o' oc MAX Checkedt>y

FE7 CHAIN-LINK SECURITY FENCE DETAILS

BRACE PANEL DETAIL NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

GROUNDING DETAIL

.: ··.;· •••• I

BOTTOM RAIL DETAIL CD

Reviewedt>y·

Plo1ScaleRa1io 1:1 lte:

OesignFile: 05 FE7FEN1.D\ 03/17104

!iw!�f8

Submitted by

Chief: X

Spec. No

DACA45

Contract No

Section DACA45

Drawing Code·

ST0872-90-05 05

c;:E:E.�-

A

BRACE RAILS

I ���tN ��E OR 3/4" DIA.

COPPER-CLAD

STEEL GROUND

ROO --

-,I, '\ 1 1/2" MIN

• � 1/2" MAX

(D

Designedt>y

Oescnptions Date Approved

REV #0001 GENERAL REVISIONS l/17/ JWE

CORPS OF ENGINEERS

OMAHA. NEBRASKA

BASE LOCATION

J

A

B

CD

CD

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER

CORNER, ENO & PULL POSTS

TUBULAR - ROUND 2.375" 0.0. 2.875" 0.0. 4.00" 0.0.

TUBULAR - SQUARE 2.00" SQ. 2.50" SQ. 3.00" SQ.

C-SECTION (ROLL-FORMED) 3.50" X 3.50" 3.50" X 3.50"

LINE POSTS

TUBULAR - ROUNO 1.90" O.D. 2.375" O.D. 2.875" O.D.

H-SECTION 2.25" X 1.70" 2.25" X 1.70" 2.25" X 1.70"

C-SECTION (ROLL-FORMEO) 1.875" X 1.625" 2.25" X 1.70"

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUNO 1.66" 0.0.

TUBULAR - SQUARE 1.50" SQ.

C-SECTION (ROLL-FORMEO) 1.625" X 1.25"

f"YP

0 "-� J l

COANER, ENO,

BARBED-WIRE APRON

ON EXTENSION ARMS

'---TOP TENSION WIRE

'Tg '

I'

CHAIN-LINK FABRIC

t9GAGE, 2"t.lESHl

LlNEPOST-

:.!f, .c. I

,·-o· ,·-o·

ES

:;fvth."oI�(u��t TYP. I

LOCK PIN

CTYP.)

OR PULL POST :;,�lllJNF(u sNH t TYP,, C:VB" MIN, DIA,l

I I

A GRADE

16�

CONCRETE BAS

BOTTOM R ,. W.l,X _JI

�IA,

10'-0" MAXlll,IM ,o·-o· W.1,XIIIJM

LINE POSTS TO BE EOUALLY SPACED

0 CHAIN-LINK SECURITY FENCE DETAIL

9-GAGESTEEL TIE WIRES

t,Z" 0,C, MAX, l

NO SCALE TENSION BAND

115" Q.C, MAX, AND WITHIN◄" FROM IC

TOP ANO BOTTOM Of FABRIC>

IC

BRACE RAIL ATTACHMENT

0 1N.OT:�:E TIES. RAILS. POSTS, ANO BRACES SHALL BE CONSTRUCTED

ON THE SECURE SIDE OF' THE FENCE AL IGNt.lENT. CHAIN-LINK

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

tl/8" MIN, OJA. l

ENGAGE EACH FABRIC LINK

ENOS TWISTED AT LEAST

THREE FULL TURNS

2 1

• ���y F:��;��NgA��t::�gEs:;��1� �0w:���E s=���sB;N�s��ILS.

16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED FOR

FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS

SH.I.LL NOT BE ALLOWED ON SENSORED FENCES.

1318" MIN. OIA. I

TENSJONBANO

BARBED-WIRE OR

9-G.I.GESTEEL TIE WIRE

t15" Q.C, MAX, ANO

WITHIN◄" FROM

TOP ANO BOTTOM

OFFABRICl l, BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENOS USING ¾" C.I.RRl.1.GE BOLTS AS SHOWN. .I.ODlTION.I.L HOLES SH.I.LL BE

DRILLED THROUGH THE BOTTOM RAIL ENOS TO INSURE THAT

CARRIAGE BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

FENCE LEGEND:

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

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

TYPE FE7 - CH.1.IN-L INK FENCE W/BARBED•WIRE ON DOUBLE OUTRIGGER

TYPEFE8-CHAIN-LINKFENC[W/BARBE0-WIREAN0BARBEO-T.I.PE

ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE .I.T BOTTOM

TBR - FENCE WITH TOP ANO BOTTOM RAILS

TWS - TENSION WIRE TOP ANO BOTTOM TWSR - FENCE WITH TOP TENSION WIRE .I.NO BOTTOM RAIL

0 TRUSS ROD AND BAND BRACE RAIL CLAMP DETAIL TENSION BAND DETAIL

0 LINE POST ATTACHMENTS

\.. SECURE SIDE�

FEG-TR- -r.�f!�ctJN�l�T��l�� ��cAATl !HA�tR9�Di�!�EF.1.BRJC

=a �

FENCEPOST

"8 AWG SOL 10

COPPER WIRE

'"' FES-TWS-B◄- T6�...ltiiLJ�h�cv�MrJ.E�TAE�1l�DNi/���-F.I.BRIC

WIOTH.

A..;s,Ons

JJ

INEPOST

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING Of COPPER

CARREA"

WIPE

EADS

SvmboC

(!) REY #0001

0 REY #0001

GENERAL REVISIONS

/BOTTOM

f RAIL l"W.l,X

OF FABRIC

10'-D" MAX, 10'-0" MAX,

0 , L

BOTTOM RAIL DETAILS

BRACE PANEL DETAIL IIJill, o... ignFile:06_FE7FEN;OON 10..!e:ro-\7.<M �=e

NO SCALE

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET. GROUNDING DETAIL

Submined by Spec.No o,�,,=, l STD 872-90-06 06

A

1,." DIA. COPPER-CLAD

STEELGROUNOROO-

BOTTOM RAIL

IE IRES

12" 0,C, MAX, l A

STEEL POST SCHEDULE

USE AND SECTION

MINIM M OUTSIDE DIMENSIONS (NOMINAL)

CORNER, ENO

TUBULAR -

& PULL POSTS

ROUND

2,375" O,D.

2.e1s·o.o. ◄.oo· o.o.

LINE POSTS

TUBULAR

ROUND

1.90·0,D.

2.375"0,0, 2,875" o.D.

BOTTOM & BRACE RAILS

TUBULAR - ROUND 1,66"0,0.

TUBULAR - SOUARE ,.so· so.

H•SECTlON 1.&2s·" ,.so· C-SECTION tROLL-FORt.lEDl 1.62S",c1,25"

,,�,1-� FOR SENSORED FENCE

SEE DETAIL� 6 STRANDS Of BARBED-WIRE

STEEL BARBED-TAPE CONCERTINA

12 COILS SPIRALED IN OPPOSITE OIRECTlQNSJ

STEEL BARBED-TAPE CONCERTINA

!BARBS OMITTED FOR CLARITY I

TIE WIRES CTYP. J

112• Q.C. t.lAX. l

'---roPT[NSIONWIRE

BOTH TAPE COILS TIED

TO TQP BARBED WIRES

AT EVERY SPIRAL TURN

ON BOTH SIDES or OUTRIGGER

- ------ BARBED-TAPE

CQRNER,END,

OR PULL POST

16�

LVB" MIN, OIA,l x.,_

CHAIN-LINK FABRIC

19 GAG[, 2" MESH) c

·-"'l'. I eono• '"'�,- ""�

LIME POST- I

�A, ;fvl'h..,o1i.!'u1 sNH cTYP. 1

BARBED-TAPE MOUNTING DETAIL �

16-GAGE

'.;UINLESS

STEEL TIE

CJ/8• MIN. DIA. l

10' -0" MAXll,IJM 10'•0" IU.X]l,IJM

LlNEPOSTSTOBEE()UALLYSPACED

CHAIN-LINK SECURITY FENCE DETAIL

IC

TENSION BAND c,s· o.c. MAX, ANO WITHIN ,4• FROM TOP

ANDBDTTOMQFFABRICI--

ENGAGE EACH FABRIC LINK

E STEEL TIE WIRES

0.C, MAX,l

BRACE RAIL ATTACHMENT

ENDS TWISTED AT LEAST

THREE FULL TURNS

1�:E TIES, RAILS. POSTS, AND BRACES SHALL BE CONSTRUCTED

ONTHESECURESIOEOf" THE FENCE ALIGNMENT, CHAIN-LINK

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

·F�N ..�. ,f�Y�/��t�l��� �����/}a r�:�l ��t�� ��ou�i?Ls.

16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED

FOR FASTENING FENCE FABRIC TO TENSION WIRES, HOG RINGS

SHALL NOT BE ALLOWED ON SENSOREO FENCES,

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

IAGEBOLT 1 0 00 1 1

BARBED-WIRE OR

�-1 LcL�RJI Tt%JG � \SHlSBJtPi:·R.1.1t E N1 sONr'it H1�lusRlHlHLiT Bl.a.RR 1.a.GE

BOC. TS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

�O:

TYPEFES-CHAIN-LINK

TYPEFE6-CHAIN-LINK

TYPEFE7-CHAIN-LINK

TYPE FEB-CHAIN-LINK

TRUSSROO C3/8" MIN. DIA. I

GAGE STEEL TIEWIRE

S" Q.C. MAX. AND

WITHIN <I" FROM

TOP ANO BOTTOM CJ" FABRIC!

TR

TBR

TWB

TWBR

ON DOUBLE OU

- FENCE WITH

- FENCE WITH _

- TENSION WIRE T

- FENCE WITH T()P

SION WIRE AT BOTTOM

AILS

ANO BOTTOM RAJL

TRUSS ROD AND BAND

TQPTENSIClff

BRACE RAIL CLAMP DETAIL

./WW

TENSION BAND DETAIL

NO SCALE

FENCEPOST

#8 AWG SOL 10

CQPPER WIRE

lillt.DEO EXOTHERMIC WELD OR APPROVED CL.I.IF-TYPE

0 LINE POST ATTACHMENTS

'-.._SECURE SIDE�

RAIL ENO

FINAL NUMBER IS FABRIC WI

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

ON SINGLE OUTRIGGER. TOP RAIL. ANO 72 INCH FABRIC

WIDTH.

FES-TWS-8<1 - CHAIN-LINK SECURITY FENCE WITH NO APR()N.

TOP ANO BOTTOM TENS I ON WIRE, ANO 8<1 I NCH

FABRICWIOTH.

SS - THINK YAI.UE ENGINEERING - SS

Revlalicw-.

DeocriptOO• ""'"""' ·�

LINE POST ""' )

RAILS<

PULL POST>

RAILS

L [NE POST

/ BOTTOM

FITTING OF COPPER

CARRI.&.·

WIPE

IC G) EV -0001

EV"()001

TRUSSROO_,,/

10'-0" MAX.

'-.._TRUSS ROD

10'-Q" MAX.

f RAIL 3,; DIA, COPPER-CLAD �

�65E� c=o

EADS

1"MAX

0:-FABRIC

'3-GACE STEEL TIE WIRES

(,Z" O.C, MAX, l

Clieci<edby

BASE NAME BASE LOCATION A

STANDARD DETAILS FOR CHAIN-LINK

SECURITY FENCES, FARM STYLE FENCES ANO

A DOUBLE CABLE BARRIER

FEB CHAIN-LINK SECURITY

FENCE DETAILS

G BRACE PANEL DETAIL ""'' . .L

Rwi""'6dby �'""'""''' '' 1�·· , ... I

NO SCALE

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET. GROUNDING DETAIL

NO SCALE

BOTTOM RAIL DETAILS

NO SCALE

::.·..:·7•,,_..... -'°''�

STD 872-90-07

B

G

STEEL POST SCHEOULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS !NOMINAL)

FABRIC WIDTH 1'1:' OR LESS FABRIC WIDTH 84" TO 96• FABRIC WIDTii '108" AND OVER

CORNER. ENO & PULL POSTS

TUBULAR-ROUND

2.J1s·o.o.

2,875"0,0. �.oo· o.D.

LINE POSTS

TUBULAR - ROUND

1.90• o.o. z.31s·o.o. 2.87s- o.o.

BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

1.66- O.D.

,.so· so.

1.G2s· x 1.so·

C-SECTIONCROLL-FORMEDI 1.G2s·x1.2s· r l,!!J.,.

tl:,ll}!�:

..,_....,. '' - 1-

/C.TiF, UTCM,...A:

I'I'IJ"IS"

�TII\J'SS 1tQD ITTPI

Q;

SA'ICUT

t l l 'G"ATE'"L[".t.f"""\

--====r.

i ,�--· �

•.1.1.,.,,..�-,� � �r.L T!:S�crJ:':oo:'TYPI

'---BRAC[RAILITTPI

HIHG(SllTPI

. .......LINE POST ��-·

l()P t[NSl 0NSP£CIFIEO ORRAILA

'- BRACE RAIL

,m, � '""'/-11 ,1rr1,1 :,•.1 �- Fo,OR:rs '"-- O, O.

l'.l't :•�i.s�OR GATE POSTS 0 �ii- :..�

I III I • I ���

:,·-o1 r POSTS

U :,·-o· ., ... ia�s t•· OU.. FOR G.lt[ POSIS 0vt11•·0.o. LI I

GRAOE LINE

GUE

ClMFlA.L _..,.,.,u,sr. tl.flB& Of.PIH GUIT[R

( 1 �i-,:f··

DOUBLE SWING GATE {TYPE FE-5 FENCEI

oo= dta 0©

PERSONNEL GATE

TYPE FE-5 FENCE

�TAIL Stla.N AA( TO CLAIIIFT Jl£0UlflEr.tEHTS AJrl'.I All[ NOT IHT[NOEO TO

;�P(S�C�n�iT��OHS ANO r.tETHOOS <W IHSTAL.LATIOH THAT

• t:i��a���AiMl�M0E:!l�,o:\"1i10'"m: PACM..OCIS·

l. Al,.L

... c.ATU SHAU II[ DCSICNATEO AS FCI.LOWS1

FENCE TYP( - FU. FU, ETC. '""

T'l'fl'E()P(HIHC SOI

.-._;,(.,,.d sncu,);·;

,CiUTT[R

0ei.e.t:1

,gJ

STANDARD HINGE

FEIC:EHCICiHT IIC:►--

"'"" rfd ru-,,.-00-111.-2,.

FES·..l·SO-ff0-6

()P(HING BET'IEEH GATE POSTS!

SS - THINK VALUE ENGINEERING - SS

... � � =It ff2 i lllT�i;tt«bl.lllYISICNS lllT-0001 Ulil£bl. llll'ISICNS

\/,S.NW:r ENGINEEJI DISTi«:T

A SMOICltlYCL :._ -,1.

J_ :: �-• • .ii.

CON'SOf"-EEIIS

IIASELOCATION A

GATE POST SECTION

AT CURB AND GUTTER

DROP ROD FOUNDATioN �

(lOHOLDGATI!OPlNJ

SWING GATE DETAILS

oo=

LATCH ASSEMBLY

DROP ROD ASS EMBLY 0 D,-,t,y

Chac�ld t,y·

SECURITY FENCES,FARM STYLE FENCES

AND A DOUBLE BARRIEII

FES CHAIN-LINK SECURITY FENCE

GATE DETAILS

o.lg,,Fio:<JJ_FE5GATE,t,,.DGN. IX)'llOI :!:- Sc,ec:.No. ,-- STD 872-90--08 08

7 1

...\08_fe5gatea.dgn 06/08/2005 01:16:02 PM

(i)

0©

GATE POST SCHEDULE

GATE LEAF WIOTll

[NOM"'-"i """',°'II_IMEHSIOH

2u.l·lSs"oOO

11)111[ THAN 6'10 ll'

IOICTMANIZ-1011' ...,

IOll[T!Wtll'

:·1�:-:•:•.·. -� o u o.

l.!L!iJ

---31�r�..- _:;��·. :I: .., , . . .•_ " •,. .•,L."

CHAIN LIi«

• )I ri.,•::-�ro':\,1'"''" $;,)t:':11.'r B'"8ED V •:•

¢!)STRANDS

g:���JIMG '1

YERTICAL8AR9EO

WIRE APRON

SINGlEOUTRIGCiER TOlWSECuRESIDE

RAIL AS SPECIFIED

� ll It O " "

" '---GATE FRlll: / .A ��'" ..:_.: · • · · · . J.JI-:._ :'._ : :'._ : •-�{ -�c�:'._�F

DIRECTION CAI[ Swift(; ClYP,1 \ FENCE FABRIC ITTP, I f!L8l:J

OF BARBED

"WJRE--;

;c�.1-J.•... • .• • .,81rr J• . .• ".�• t=.i�.�_lllu r t Li

IA< OR

RtoAPILTAESNSPSEIONCrFIEOITTPI�

TRANDSDrBAR8EO

Ji,1...m,., • •••�

GATE

I�u.

I

II .

'-BRAC[RAIL ITTPI

Hll<tCEStTYPI

'LINE POST

�TRUSS ROD ITYPI

�BAACERAIL!TTPI

sPECIFIED

CillADELINE

1 1 L:.,.� / ('""'"" l'n I

PERSONNEL GATE

TYPE FE-6 FENCE

•. ,-- .....�} 1 I I l, -4_ F(lt POSTS 6',i D.

l. -0 WIN. FOR POSTS

◄ 0, 0, & LESS

--,,- o. . I IuI N . FOA CAT[ �I �

POSTS 4• & LESS

2◄" DIA. FOR CATE

2_ IU,)( FOR SENSORED FENCES S MAX FOR NON·SENSOREO FENCES

BOTTCM TENSION I I I 1 WIRE OR RAIL AS

I I POSTS OYER◄- a.a.

1-" DIA. TRUSS

� A00SIT't'PI

�;�:LU _,,,, �nJR Cl.RB, 0© � p SPECIFIEDCTTPI

NOTES1

1. FOR NON-SENSDRED FENCES. DETAILS SI-IOIIN ARE TD CLARIFY REQUIREMENTS

AND ARE NOT INTENDED TO LIMIT OTHER Tl'P[ OF FENCE SECTIONS AND METHODS OF INSTALLATION WHICH C(Wt.Y WITH TH[ SPECIFICATIONS.

z. SWIMCi GATES SI-IALL BE CONSTRUCTED WITH DROP ROOS. PADLOCKS. LATCH

ASSEM8LY ANO GATE KEEPERS EXCEPT AS NOTED,

3, ALL GATE FRAMES SI-IALL MEET THE MINI.._.. REQUIREMENTS OF ASTM F900

�o"IN[r•

�1To.'6·J·,_:· ' "r: ••.��"••')f""

DOUBLE SWING GATE (TYPE FE-6 FENCE) flB 1.90• NOMINAL IRCUIDI OR z.oo• NCIMJNAL ISOJAREI. GATE FRAMES SI-IALL BE OF WELDED CCINSTRUCTU)N CIR SHALL BE ASSEM8LED USIMCi

HEAVY FITTIMGS. AT CONTRACTOR'S ()PTJON A WELDED HORIZONTAL

BRACE MAY BE USED IN LIEU OF TRUSS ROOS TD BRACE ALL-WELDED GATE

FRAMES. TH[C()NTRACT(JISI-IALLBERESP()NSJBLEFQRTHEPROPERRIGID

CONSTRUCTION OF All GATES SLl'PL IED,

4. GATESSI-IALLBEDESIGNATEDASF<l.Ll)IISI

FENCETYP[ - F[5,FE6,[1C,

FENCE HEIGHT INCHES

TYPE OPENIMG - SO tSIHCiLE I

• DO ll)OIAILEI

HINGE - RA ISTANDAADI

CiUTT[R

]"MIN.

0 f!L8l:J OFFSET HINGE STANDARD HINGE

_J-;.;r,xerf cffirr==l

• HO tOFFSETI OPENIMCi - FEET !CLEAR OPENING BETWEEN GATE POSTS!

EXAll"l.ES: FE6-84-D0-RA-14

FES-48-SO-H0-6

� d

•-,· OJA, OAU' ROD =1�

$$ - THINK VALUE ENGINEERING - $$ l :1:-q """'"°"' ···>:-.,::·-1 .·:.:

SEE 1"10 •_:. :_:_., • •

ELEVATION STEEL PIPE .�." _;_-

S,,,W

-,�oo•

REV"OOOl·GENERALREYISIONS

REV •0001 - GENERAL REVISIONS

OW\li,O..NESAASKA lf/Q,I JIIE

IIASELOCATION A

. J_:: �-. ---3. STANDARD DETAlLS FOR CHAlN-1.INK

SECURITY FENCES, FARM STYLE FENCES AND

0 GATE POST SECTION

AT CURB AND GUTTER

DROP ROD FOUNDATION�

1---=--1

GATE KEEPER

(TOf<OL.DGA.TEOPEN)

DROP ROD ASSEMBLY 0 A DOUBLE CABLE BARRIER

FE6 CHAIN-LINK SECURITY FENCE

GATE DETAILS

l�5:���FE6GATE�'.OGN 1011 ·'0317,<14 =-•

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°'"'f siao.No.: Drawing Code:

STD 872-90-09 09

jt_

0©

GATE POST SCHEDULE

GATE LEAF WIDTH

{NOMINAL)

OUTSIDE DIMENSION

(NOMINAL)

2.ll15"00 lSSO

CiREATERTHAH6'TD1z· 4,0-00

CREATERTHAHl2·to1a· f>.62S"OO

IIIOAETHANl8' Lf>2!i•OO

�nJR

0®'"""' j:_

I-�..-,7 .,. 1�., �= 1,-

A,... ,,.

(T()PTEfrtSION•IRE

S,,,W I�·�1:-

CHAIN LIi« l HORIZONTAL STRANDS

OFBARSED•IRE

. . . ( ....................................................................... A iSTR�DSOF BARBED

WIRE ITYP.1

:j§ f, STRANDS OF

- GAGlfTl1 CEHJNG✓:- VERTICAL 8AABEO

WIRE APRON

l STRANDS OF

OR RAIL AS SPECIFIED

�t--=

... I LEAF f

/ �DIRECTION GUESWING ITYP, I

W/:1 iSTRANOSOFBARB£D

WIAEITYP.1

GATE POST

L_

�INGE

'>i+-j'�

'--BRACE RAIL

/""''/j """,.. I ii '-BRACE RAIL I TYPI

'LINE POST

TRUSS

""" :?�OIIORT��l��S

SPECIFIED

�II ,..,..,.,.,, . ,}II lijL..,. � I z• WAX FOR SE:N!.OAED FENCES

�TRUSS ACID ITYPI

�BAACERAILITYPI

l'n I

BOTTOM TENSION I I I 1

PERSONNEL GATE

TYPE FE7 & FEB FENCE

GRAOE LINE

GATE I POST •

l'-4• FOR POSTS i',i" 0,0.

l'-o• IIIN. FOR POSTS

4" 0,D. & LESS

SHCUT

DCEUPRT8HFl,llL _.,,... Ct.RB, r•-,• UP.

'. ·r· JOINT s· WAx FOR NON-SE:NSORED FENCES

DOUBLE SWING GATE (TYPE FE7 FENCE)

{FOR TYPE FEB ADD!E�RCED BARBED TAPE)

(la

WIRE OR RAIL AS

sPECIFIEOITYPI

0@ l!J

1. FOR NON-SENSORE:O FENCES, DE:TAILS SHOWN ARE TO CLARIFY RECIJIREMENTS

AND ARE NOT INTENCIEO TO L llillT OTHER TYPE OF FENCE Si:CTICINS ANO

METHODS OF INSTALLATION THU COW'L.Y WITH THE SPECIFICATIONS,

2, SWING GATES SHALL BE CONSTRUCTEO WI TH Dfl()P ROOS, PADLOCKS, LAICH ASSE:11111. Y

AND GATE KEEPERS EXCEPT AS NOTED.

NTS OF ASTM F900

1. GATEFRlll:SSHALL

LED USING HEAVY FITTINGS.

CE WAY BE USE:0 IN

AMES. THE

RIGID CONSTRUCTION

70.'6·';' '

r. • . ·.:I( s��u,).:; GATE

GUTTER

]"MIN.

0 EJ.8t:j

_l.;t;Sx>:.<.rI

•-,• 01.1,. DAoP AOO

STANDARD HINGE

cffirr==l =1�

OPENING

UAW'\.ES1 FE6-1◄-00-RA-24

FU-41-SO-HO-i

'E"LEVATION

BT I M I N O . I lS <•: :'._:.: • •

1• ID STEEL PIPE .< \:: �:,,• Q

,C.ON"C, "·,.,·:..:I·.•t, :'• ; •

(i) REV "0002 • GENERAL REVISIONS

(!) REV •0001 • CEN£RAL REVISIONS

OWIW..NESAASKA

b� -

A :::· :::� -:� .. !IASELOCATION A

GATE POST SECTION

AT CURB ANO GUTTER

""'""'"" ···. _..--j.,t ,_·.· ..... i[ DROP ROD FOUNDATION m � rro llOUIGATEOl'EN)

DROP ROD ASSEMBLY

SECURITY FENCES, FARM STYLE FENCES AND

A DOUBLE CABLE BARRIER

FE7AI CHAIN-llNK SECURITY

FENCE GATE DETAILS

Design�:IO_fE GATED.DGN . 03-17,04 s� No: Oras';; c;;-90--10 10

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" )I " 0 • •

'---GUE FRlll:

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II

u

.tF

�: BARSED•IRE\ '""''F"

... ��F�.-.· .. .

l u p

GATE POST SCHEDULE

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

tNOMINALI

Z.815"00 z.s-so

GREATER TH.1,N f,'TO oz· <.0-IX)

GAEATERTHANIZ"TOII' 6.615"00

MOR[ THAN II" 1.625"00