Exhibit C-Scope Of WorkFuel Point combined-FINAL.pdf

EXHIBIT C-SCOPE OF WORK

WEST VIRGINIA ARMY NATIONAL GUARD

CAMP DAWSON, KINGWOOD WV

Camp Dawson State Fuel

Point (Construction)

August 2025

Division 1 - General Requirements

01100 Summary

The purpose of this scope of work is to construct a new fuel point consisting of three (3) bulk fuel tanks, a canopy, and a concrete pad.

The objectives for this project are as follows:

• Pour a 22’x32’x6” concrete pad

• Construct a spill containment wall on the perimeter of the concrete slab

• Provide & Install three (3) 1000 gallon fuel tanks (Double Walled tanks) Newberry Tanks Model:

NB01000DWS45510G or equal

• Install a canopy to cover fuel tanks

• Install electrical components to operate fuel pumps on tanks

• Install security fence with gate

01200 Price and Payment Procedures

01300 Administrative Requirements

PROJECT COORDINATION

• Coordinate construction activities included in Contract Documents to assure efficient and orderly installation of each part of the Work.

• Coordinate construction operations that are dependent upon each other for proper installation, connection, and operation.

• Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in sequence required to obtain best results.

• Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

• Make adequate provisions to accommodate items scheduled for later installation.

• Where necessary prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for Owner and separate Contractors where coordination of their Work is required.

ADMINISTRATIVE PROCEDURES

• Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to:

o Preparing of schedules.

o Installing and removing temporary facilities.

o Delivering and processing submittals.

o Progress meetings.

o Project Close-out activities.

CONSERVATION

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

PROGRESS MEETINGS

• Contractor will conduct progress meetings at site agreed upon by the Project Manager at regularly scheduled intervals, generally bi-weekly.

• Progress meeting minutes are to be provided by the contractor within 3 business day of conclusion of the meeting. The meeting minutes shall be approved at the next meeting.

• The progress agenda shall include:

o Review and correct or approve minutes of previous progress meeting.

o Review and discuss old business o Review and discuss new business o Review and discuss contractor’s issues and concerns o Review and discuss owner’s issues and concerns o Review and discuss progress since last meeting.

o Review where each activity is in relation to Contractor's Construction Schedule, whether on time or ahead or behind schedule, will be determined.

o Contractor to present a new updated schedule at each progress meeting; to include a two-week look ahead.

• Contractor shall provide meeting minutes of each progress meeting within three days after each progress meeting date. Contractor will distribute copies of minutes of meeting to the Project Manager.

GENERAL RESPONSIBILITIES

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

• The contractor is responsible for the cost, and obtaining of all required permits.

• The contactor is responsible to ensure all work is in compliance with all Federal, State, Local

Municipalities, State Fire Marshall, ATFP and NFPA requirements.

• The contractor is responsible for following all OSHA job site safety work requirements and additionally shall have daily safety briefings prior to commencement of work. A daily log of attendees with their signatures shall be maintained and kept on the job site and available for inspection by personnel from Camp Dawson Engineering

• Contractor is responsible for all permits; the contractor shall obtain all required permits prior to initiation of any work. The contractor shall be responsible for the associated costs or permitting.

• Contractor is responsible for field verifying all distances and quantities of materials and components necessary for completion.

• The contractor is responsible for cleaning up the work site and repairing the site to original conditions once work is completed.

• Contractor responsible for keeping the work site clean daily, free from excess debris and safety hazards.

• Contractor responsible for providing waste disposal for the project; contractor is responsible for removing all construction waste debris off site at the contractor’s expense.

• Any and all testing is to be performed at the contractor’s expense.

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

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

• The West Virginia Army National Guard reserves the right to claim removed equipment from the project. A list of equipment to be retained will be provided to the contractor prior to beginning work. Contractor to make every effort to remove these items without damage.

• All design-build projects shall include specifications and drawings for submittal packages.

• Contractor is responsible for providing any Operation and Maintenance Manuals, design drawings, and documentation certifying the systems completion and operation.

• The contractor will provide a schedule of values broken down per line item with material and labor.

• Owner has 7 business days to review and respond to Requests For Information (RFI)s.

• Owner has 14 business days to review and respond to contract submittals.

• Owner has 14 business days to review and respond to review drawings.

SITE ACCESS REQUIREMENTS

• Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204- 9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

• For contractors that do not require CAC, but require access to a DoD facility or installation.

Contactor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NICI-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

** Please note that a “Real ID” is required to perform work on the Camp Dawson Training Site containment area. **

• Contractor is responsible for coordinating with the Project Manager at Camp Dawson, for access and deliveries to Camp Dawson. The Project Manager requires two (2) business days’ notice to approve access to Camp Dawson. Failure to give adequate notice may result in deliveries or sub-contractors being refused access to Camp Dawson and a Non Compliance Notice (NCN).

Contractor shall be responsible for any rescheduling costs occurs due to noncompliance.

01400 Quality Requirements

• The successful contractor will be required to provide a one year warranty on all parts, labor and materials on the entire project.

• No hardware, devices, or conversion software or hardware will be accepted that has been on the market for less than 5 years; all devices require the approval of the WVARNG.

01500 Temporary Facilities and Controls

• The successful contractor will be required to provide their own temporary facilities. The West Virginia Army National Guard will provide an area for the contractor to have a lay down area, and a place for a job trailer.

• The West Virginia Army National Guard will make every effort to provide electric and water for the contractor’s lay down and job trailer site; however it is not guaranteed.

01700 Execution Requirements

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

Division 2 - Site Construction

02300 Earthwork

• Trenching will be required to allow for electrical conduit to be ran to the nearest power source roughly 100 feet. Contractor is required to field verify distance provided.

02600 Drainage and Containment

• A sealable drainage plug must be installed in the concrete curb to allow for drainage in the event of a spill

Division 3 - Concrete

03050 Basic Concrete Materials and Specifications

• Construct a 22’x32’x6” concrete slab using 4000 psi concrete, air entrained.

• No constructive additives shall be added without prior approval from project manager.

• ½ inch rebar will be constructed on 12” centers, placed on 2 ½ inch rebar chairs, centered in the pad creating a grid.

• Construct concrete block containment wall around the perimeter of slab in the event of a spill.

• Containment wall will be 3 courses high of 8 inch concrete masonry blocks.

• Containment wall will be capped with 4 inch solid cap block.

• A total of 3 tooled control joints will be placed in the slab, please see attached drawing for location.

• Containment wall must be sized to hold the entire contents of the largest tank plus precipitation.

07700 Roof Specialties and Accessories

• A metal canopy must cover the entire area to keep each tank under cover and prevent rain or snow from falling on the tanks.

• Canopy must be at least 8 feet tall from the top of the containment wall, and allow for access to each tank to be filled and operated. Canopy height must comply with IBC & NFPA requirements.

• Canopy will be mounted to top of containment wall.

• The canopy can not infringe on the operation of the fueling site.

• The canopy must be installed to ensure proper ventilation.

13100 Lightning Protection

• Grounding rods must be installed for each fuel tank.

13200 Storage Tanks

• Each fuel tank must be a double wall tank with 1000 gallon capacity. Newberry Tanks Model:

NB01000DWS45510G or equal

• Each tank must have the following: a vacuum vent, updraft vent, operable fuel pumps with padlock capability and an emergency high pressure release vent

• All tanks must have flip top fill cap with padlock capability

• Each tank must be able to facilitate the use of gasoline or diesel fuel

Division 16 - Electrical

16050 Basic Electrical Materials and Specifications

• All electrical wiring that is ran throughout must be in non conductive conduit.

• Electricity for the fuel pumps will be obtained from building 414 adjacent to the fueling facility.

• Three, 20 amp branch circuits will come from the existing electrical panel box.

• Branch circuit wiring within the interior of the building will be armor clad to the point where it exits the building.

• For wires running under the gravel road way, all wires will be in schedule 80 conduit.

• All other locations of wires will be ran through schedule 40 conduit.

• All electrical work will be in accordance with the latest National Electrical Code requirements.

Chain Link Fence

Summary

• Work will include installing approximately 160 linear foot of US ARMY CORPS OF ENGINEERS SECURITY FENCES -TYPE FE6-TWBR-84 (SEE DETAILS). The fence will have three (3) 4 foot gates to access each fuel tank. The fence will be no more than 3 inches from the concrete pad.

It is the responsibility of the contractor to field verify all values provided in this scope of work.

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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FABRIC WIDTH

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J'-4"

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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

(3/8" MIN. DIA.)

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FABRIC LINK

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END OR GATE POST DETAIL

TOP OR BRACE RAIL ATTACHMENT

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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

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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

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MOLDED EXOTHERMIC

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CLAMP-TYPE FITTING

OF COPPER

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

10•-o• MAX.

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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:

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

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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

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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

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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 ,.

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ES

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OR PULL POST

INK FABRIC

2"MESHJ

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CHAIN-LINK SECURITY FENCE DETAIL

STEEL

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TENSION BAND C 15" 0.C, ....._X,

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

.ll

LINE POST

ED EXOTHERMIC

WELD OR APPROVED

CLAW'-TYPEFITTING

BOLTW/PEEN

THREADS ®

POST

A J

/BOTTOM

/ RAIL

l,l DIA, COPPER-CLAD

STEEL GROUND

OF COPPER

e

,- ..... x.

TO BOTTOM

OF FABRIC

ES

REV#0001-GENERALREVISIONS

(9 REV #0001 - NEW SHEET ADDED "'

OMA.H.A.NE8FIASV

10'-0" MAX.

,o·-o· MAX.

ROD�

, L

BOTTOM RAIL DETAILS

112·0.c ......... x.1

BRACE PANEL DETAIL

NO SCALE

tmIE.i

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

�:e l

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 =-•

...\09_fe6gated.dgn 06/08/2005 01:18:30 PM

°'"'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

...\10_fe7gated.dgn 06/08/2005 01:20:42 PM

" )I " 0 • •

'---GUE FRlll:

-,�oo•

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

8" concrete block perimeter wall, 3 courses capped with 4" solid blocks

6" concrete slab

Keyway created with 2x4 lumber

½" Rebar, drilled 3" into slab, 1 per block, with reinforcing wire between the second and third course

Tooled Control Joints

32'

22'

1000 gallon Fuel tanks

32'

8" truss wire between 2nd and 3rd course

4" Solid Cap Block

8" Concrete Blocks