Attachment 3 - Reference Drawings - Point Marion Typical Fencing Details v2.pdf

CORNER,

END OR

PULL POST

16" DIA

CMIN)

BARBED· WIRE APRON

ON EXTENSION ARMS

TENSION WIRE <TYP)

10"·0" MAXIMUM

CHAIN-LINK FABRIC

C9-GAGE, 2" MESH)

i: Q "

10'·0" MAXIMUM

LINE

POST

LINE POSTS TO BE EOUALL Y SPACED

CHAIN-LINK SECURITY FENCE DETAIL

SCALE: NONE

1"-0"

, ro· <f'

.J;, LINE POST CORNER POST

EXTENSION ARM DETAILS

SCALE= NONE

SECURE SIDE j b

DOUBLE RAIL END

�6

LINE POST :::;;

BOTTOM

R l>J

L

.L----,��,� -J,-,h----¾;,�¼,.£--��---, J!!!

DOUBLE END RAIL

BOTTOM R�L DET�LS

SCALE: NONE

STEEL POST SCHEDULE

MINIMUM OUTSIDE

USE AND SECTION DIMENSIONS <NOMINALl

FABRIC WIDTH 96"

CORNER, END 8c PULL POSTS 2.875" OD TUBULAR - ROUND

LINE POSTS 2.375" OD TUBULAR - ROUND

TOP, BOTTOM, BRACE R.AJLS 1.66" OD TUBULAR - ROUND

SECUR

END, PULL AND CORNER R�L

SECURITY

FENCE POST

OR GUARD

FENCE POST

•B AWG SOLID

COPPER WIRE

-111-. t, t------lrttt--'--1'

10'·0" MAX

BRACE PANEL DET�L

SCALE: NONE

NOTES:

BOTTOM

Rl>JL

NOTE:

PROVIDE BRACE

H

ER ?

EXCEED 500 FEET. Q

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF COPPER

3/-4" DIA COPPER-CLAD

STEEL GROUND ROD

GROUNDING DETAIL

SCALE: NONE

ENDS TWISTED

AT LEAST 3

FULL TURNS

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

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

FA.BRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE

AREA.

SEE SHEET C-5034 FOR GATE DET.AJLS AND POST SCHEDULE.

BRACE RAIL ATTACHMENT

BRACE RAIL FENCE POST

CTYP)

CARRIAGE

OLT

TENSION BAND

TRUSS ROD

C1/a" DIA MIN)

BRACE RAIL CONNECTION

TRUSS ROD CONNECTION

9-GAGE STEEL TIE

WIRE <15" OC MAX

ANO WITHIN 4" FROM

TOP ANO BOTTOM

OF FABRIC)

LINE POST ATTACHMENT

TENSION BAND

ENO OR GATE POST TENSION WIRE

AGE BOLT

TENSION WIRE CONNECTION

TENSION BAND C15"

OC MAX AND WITHIN

m

ENSION BAR TO

4" FROM TOP ANO ENGAGE EACH

BOTTOM OF FABRIC) FABRIC LINK

END OR GATE POST

FABRIC

ENO OR GATE POST

TENSION BAND

TENSION BAR

CARRIAGE BOLT

TENSION BAR CONNECTION

MISCELLANEOUS FAS TENER DETAILS

SCALE: NONE

US Anny Corps of Engineers•

SHEET ID

C

UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL CHAIN-LINK

FENCE SHALL HAVE APRON EXTENDED OUTWARD FROM THE

AREA BEING PROTECTED.

1.

2.

3.

H4OPTJGD

Rectangle

H4OPTJGD

Rectangle

H4OPTJGD

Rectangle i f

3 HORIZONTAL STRANDS

CHAIN-LINK FABRIC OF BARBED WIRE

=="7'==,,-=====,,,"==±=======,,Jll\_GATE FRAME

GATE OPENING

3 STRANDS OF

ARBEO WIRE C

: : \: : : :: FENCE FABRIC CTYP>

3"-4": POSTS 65/s" OD

FOR POSTS 4" OD OR

LESS, 3'-0" CMINl

<O

� � -o't- � �- C

½" DIA DROP ROD

<INDUSTRY ST ANOARO>

GRADE

LINE

1" 10

STEEL

� l PREC

ST CONCRETE

:I

GRAVEL

w t, <O

DIA

SECTION A

DROP ROD FOUNDATION

SCALE: NONE

DIRECTION GATE SWING <TYP)

PLAN

LEAF

VERTICAL EXTENSION ARMS AND

BARBED WIRE APRON CTYP)

3 STRANDS OF BARBED WIRE AND

EXTENSION ARMS PER SHEET C-5033 CTYPl

TOP TENSION WIRE CTYPl

: "·1 1·1 1

I 1 1.1 1-11"1

°11 1 1111

:. ��SEE NOTE 5 �J L·_...J

LINE POST

TRUSS ROD CTYPl BRACE RAIL <TYPl

2-LEAF EQUIPMENT GATE DETAIL

SCALE: NONE

GATE KEEPER

(TO HOLD GATE OPEN)

LATCH

ASSEMBLY

GATE

USE AND SECTION

EQUIPMENT GATE

<2 LEAFS>

TUBULAR - ROUND

PERSONNEL GATE

(1 LEAF)

TUBULAR - ROUND

CIJdil=] l.d

DROP ROD ASSEMBLY

SWING GATE DETAILS

SCALE: NONE

POST SCHEDULE

GATE LEAF WIDTH OUTSIDE DIMENSION

(NOMINAL) (NOMINAL)

6' 4.0" 00

3' 2.875" OD

1 ;

1 ,.1 l.•11 J 1 .1 ,.1 SEE NOTE 4 ----- !•il) �,·:

VERTICAL BARBED

WIRE APRON

SINGLE OUTRIGGER

TO UNSECURE SIDE

GRADE LINE

PERSONNEL GATE DET�L

SCALE: NONE

OFFSET HINGE ST AND ARD HINGE

SCALE: NONE SCALE: NONE

NOTES:

1. SWING GATES SHALL BE CONSTRUCTED WITH DROP ROOS,

���i�KS, LATCH ASSEMBLIES AND GATE KEEPERS, EXCEPT AS

2.

3.

THE LOCATIONS OF ANY GATE KEEPERS, IF DETERMINED TO BE

NEEDED, SHALL BE DETERMINED BY THE CONTRACTING OFFICER.

ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF

ASTM F900 1.90" NOMINAL <ROUND) OR 2.00" NOMINAL <SQUARE>.

GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL

BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S

OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF

TRUSS ROOS TO BRACE ALL-WELDED GATE FRAMES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

US Anny Corps of Engineers•

SHEET ID

C