Attachment G - As-Built Drawings.pdf

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1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

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1 2 ~ BARBED WIRE APRON /l ON EXT~NSION ARMS

3 4 5 1'-0"

~ ............ ~--------------1...L---------l 1-----------------------..-; 1---------, ' -

CORNER, END, __,,/

OR PULL POST

16" MIN. DIA.

CONCRETE

BASE

1-n,-,--- .•• . ..

(0

TRUSS ROD

(3/8" MIN. DIA.)

TRUSS ROD AND BAND

TOP RAIL OR

TENSION WIRE

CONCRETE BASE~ '

10'-0" MAXIMUM

a:::

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LL

10'-0" MAXIMUM

XK

XXX X XX

X XX XX X

X X X x-,/<)( }< ~)()( x, ~)( > X

X X X

TIE WIRES

'< >y<- "'

(TYP.)

LINE POST ------------

TENSION

WIRE XX

X < X X

N t GRADE_/

LINE POSTS TO BE EQUALLY SPACED

I

X X X )(

)( X)()( Xx)( x:')( ,<'x X )< )()< )( x)( xx x Xx xx)(

XX XX XX XXX

X X X )( xx xx xx ;,,;.;x

~11~111=~IT ' .

TIEWIR

10" MIN. DIA.

ES (TYP.)

LINE POST

9-GAGE TIE WIRES

(2'-0" O.C. MAX.)

FE6 CHAIN-LINK SECURITY FENCE DETAIL

NO SCALE

TRUSS ROD

(3/8" MIN. DIA.)

ROUND POST

TENSION

BAND

TENSION BAND

(15" O.C. MAX. AND WITHIN 4" FROM

TOP AND BOTTOM OF FABRIC)

FABRIC

TENSION BAR TO ENGAGE

EACH FABRIC LINK

TENSION BAR

END OR GATE POST DETAIL

TENSION

WIRE

TOP OR BRACE RAIL ATTACHMENT

<:....J.--.-TIE WIRE

(15" O.C. MAX AND

WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

o

LOCK PIN (TYP.)

45 DEGREES

%" PLAIN PIN

RIVETED FLUSH (TYP.)

CORNER POST

o

35 DEGREES

3/8" PLAIN PIN

RIVETED FLUSH (TYP.)

BARBED

WIRE (TYP.)

EXTENSION ARM DETAILS

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC LESS THAN 72" FABRIC 72" TO 96" FABRIC OVER 96"

CORNER, END & PULL POSTS

TUBULAR- ROUND 2.375" O.D. 2.875" O.D. 4.00"O.D.

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 - ROUND 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-FORMED) 1.875" X 1.625" 2.25" X 1.70"

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND 1.66" O.D.

TUBULAR - SQUARE 1.50" O.D.

H-SECTION 1.625" X 1.50"

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

TIE WIRE

(15" O.C. MAX AND

WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS

AND METHODS OF INSTALLATION.

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

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

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

SECURE AREA.

3. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FE6 FENCE

SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING

PROTECTED.

4. 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.

H-BEAM

H-BEAM ROUND POST FENCE LEGEND:

BRACE RAIL CLAMP DETAILS TENSION BAND DETAIL

FASTENING DETAILS

NO SCALE

=TTT=-·o _, FENCE POST

#8AWG SOLID

COPPER WIRE

LINE POST ATTACHMENTS

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

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-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

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP 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

EXAMPLES:

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

~ LINE POST LINE POST '

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF COPPER

ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

WIDTH.

"9 ..

i X 0 ... ., A

10'-0" MAX . 10'-0" MAX.

BRACE PANEL DETAIL

NO SCALE

3/4" DIA. COPPER-CLAD

STEEL GROUND ROD

NOTE: GROUNDING DETAIL

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

NO SCALE

FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON,

TOP AND BOTTOM TENSION WIRE, AND 48 INCH

FABRIC WIDTH.

& NEW SHEET

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

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IDENTIFICATION

NUMBER

CS502

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4"O.D. POST

A

N

GATE OPERATOR

ENCLOSURE

1 HP, 3 PHASE

4"O.D. POST

#52 ROLL CHAIN~

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- /II

I I , GATE OPENING

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(AS REQUIRED BY GATE MA NUFACTURER)

PIPE GUARD

GATE OPENING

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\_ REINFORCED CONCRETE

PAD

ELEVATION

I

A

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GATE OPERATOR~

GUIDE TRACK~ ENCLOSURE

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A

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DIA.

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A A

6" 2'-0" 6"

SECTION 6\

2" O.D. PIPE, GATE FRAME

10" X 3" ''V" GROOVED

WHEELS

2" X 2" X 1/4" ANGLE GUIDE

TRACKS WITH 3/8" DIA. X 5"

HOOK BOLT AT 4'-0" SPACING,

ALL MATERIAL GALVANIZED

REINFORCED CONCRETE PAD

#5 BAR@ 12" C.C.

EACHWAY

AGGREGATE BASE COURSE

10" X3 11 "V"

GROOVED

WHEEL

COMPRESSION

SPRING

PLAN

PLAN

SLIDE GATE DETAILS

NO SCALE

,,-,.¾-,--,----,~ TYP.

16"

1/4" X 2-1/2" I(

5/8" BOLT

co

COMPRESSION

SPRING WITH

500 LB LOAD

CAPACITY

GUIDE WHEEL DETAILS

NO SCALE

6"

1'-0"

ELEVATION

A

I--co

4" O.D. DIA. GATE

POST (1 OF 3)

' C')

~ 3 STRANDS OF BARBED-WIRE

JI J

I

CONCRETE BASE~ . •,

OUTRIGGER

4-STRANDS OF

BARBED-WIRE

4" O.D. POST GATE

SECTION {u

10'-0" MAXIMUM

~=PE GUARD

' N -

' N

PIPE GUARD

3"

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHE R TYPES OF GATE SECTIONS AND METHODS

OF INSTALLATION.

2. WARNING SIGNS SHOWN S HALL BE INSTALLED ON EACH SIDE OF

FENCE FABRIC.

&WARNING

Moving Gate Can Cause Serious lnjuy or Death KEEP CLEAR! Gate may move at any time Without Prior Warning Do not let children operate the gate or play In the gate area.

This entrance is for vehicles only.

Pedestrians must use separate entrance.

I

WARNING SIGN DETAIL

NO SCALE

& NEW SHEET

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

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IDENTIFICATION

NUMBER

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1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

1091741217C Highlight

95 ABW Civil Engineer Directorate

Technical Support Branch, CEPT

225 North Rosamond Blvd

Edwards AFB, CA 93523

DRAWING NO.

SCALE:

PROJECT NO:

DATE:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SHEET

BOMB RANGE

SINGLE LINE

SCHEMATIC DIAGRAM

DEPARTMENT OF THE AIR FORCE

AIR FORCE MATERIEL COMMAND

OF

mhl/caw

RH

03/23/2010

NTS

CE0310-001

225 North Rosamond Blvd

Edwards AFB, CA 93523

DRAWING NO.

SCALE:

PROJECT NO:

DATE:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SHEET

AFRL TANKS

SINGLE LINE

SCHEMATIC DIAGRAM

DEPARTMENT OF THE AIR FORCE

AIR FORCE MATERIEL COMMAND

OF

mhl/caw

RH

03/23/2010

CE0310-002

225 North Rosamond Blvd

Edwards AFB, CA 93523

DRAWING NO.

SCALE:

PROJECT NO:

DATE:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SHEET

BUILDING 2340

SINGLE LINE

SCHEMATIC DIAGRAM

DEPARTMENT OF THE AIR FORCE

AIR FORCE MATERIEL COMMAND

OF

mhl/caw

RH

03/23/2010

NTS

CE0310-003

1091741217C Highlight

1091741217C Highlight

225 North Rosamond Blvd

Edwards AFB, CA 93523

DRAWING NO.

SCALE:

PROJECT NO:

DATE:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SHEET

BUILDING 183

SINGLE LINE

SCHEMATIC DIAGRAM

DEPARTMENT OF THE AIR FORCE

AIR FORCE MATERIEL COMMAND

OF

mhl/caw

RH

03/23/2010

CE0310-004

225 North Rosamond Blvd

Edwards AFB, CA 93523

DRAWING NO.

SCALE:

PROJECT NO:

DATE:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SHEET

BUILDING 605

SINGLE LINE

SCHEMATIC DIAGRAM

DEPARTMENT OF THE AIR FORCE

AIR FORCE MATERIEL COMMAND

OF

mhl/caw

RH

03/23/2010

CE0310-005