Attachment_3-_Plans.pdf

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4' - 0"CLEARANCE)

3" (LATCH

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TOP RAIL IN 10' - 0" BAY10' - 0" (MAX) 10' - 0" (MAX) END BAY 10' - 0" (MAX)

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20' - 0"

POSTS (3 1/2 " O.D.)

12" DIA AT TERMINAL AND CORNER

10" DIA. AT LINE POSTS (2 3/8" DIA)

12'-0"

12"

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GRADE

1-3/4" RAIL

POST

3" X 12 GA. X 95" LG

2" X 11 GA

GATE UPRIGHT

BOX HINGE

WELD ON

POSTS TO BE EQUALLY SPACED

REINFORCING WIRE

NO. 7 COIL SPRING

BRACE RAIL

TRUSS ROD

3/8" (MIN)

GRADE LINE

REINFORCING WIRE

NO. 7 COIL SPRING

LINE POST

GATE POST GATE POST

RODS

TRUSS BAR

STRETCHER

TIES

WIRE

LINK

CHAIN

LINE POST

21' OC (MAX)

COUPLING AT

EXPANSION

FABRIC

CHAIN LINK

LINE POST

RAIL

BRACE

RAIL

BRACE

ROD

TRUSS

3/8" (MIN)

REINFORCING WIRE

NO. 7 COIL SPRING

POST

CORNER

BAR

DROP

RAIL

BRACE

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DOUBLE-SWING GATE

TOP RAIL

1 5/8" O.D.

POST CAP

CORNER POSTS (TYP)

TERMINAL AND

10' O.C. (3 1/2" O.D. AT

FENCE LINE POSTS AT

2 3/8" O.D. GALV. STEEL

TENSION WIRE

SLOPE AWAY FROM POST

FOOTING, FC=3000 PSI.

ROUND CONCRETE POST

C-501

RAIL

BRACE

1-5/8" OD

ROD

3/8" TRUSS

BRACE PANEL BRACE PANEL

3000 PSI CONCRETE

TURNBUCKLE

TENSIONER

EXISTING GRADE

CONCRETE FILLED

4" SCH 40 A-53 ASTM PIPE

3/4" STEEL CABLE

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HIGH CHAIN LINK FENCE WITH DOUBLE-SWING VEHICLE GATE

NTS

C-501

NTS

C-501

PERSONNEL GATE

NTS

C-501

FENCE POST

NTS

C-501

POST AND CABLE BARRIER

ON BOTH SIDES OF GATES AND AT END AND CORNER POSTS.

RUNS EXCEED 500 FEET. THEY SHALL ALSO BE PLACED

BRACE PANELS SHALL BE PLACED WHENEVER STRAIGHT4.

SIDE OPPOSITE OF THE SECURE AREA.

ALIGNMENT. CHAIN LINK FABRIC SHALL BE PLACED ON THE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

WIRE TIES, RAIL, POSTS, AND BRACES SHALL BE 3.

HINGES PER GATE.

MAXIMUM CLEARANCE OF 2" WHEN CLOSED. INSTALL 3

GATES SHALL BE HINGED TO FREELY SWING 180 WITH A 2.

METHODS OF INSTALLATIONS SPECIFIED.

INTENDED TO LIMIT OTHER FENCE SECTIONS WHERE

DETAILS ARE TO CLARIFY REQUIREMENTS BUT ARE NOT 1.

GENERAL NOTES:

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SEE NOTE 4

TRUSS ROD

3/8" MIN.

CONCRETE BASE

STEEL WIRE

NO. 9 GA.

STEEL WIRE

NO. 9 GA.

STEEL WIRE

NO. 9 GA.

FABRIC

CARRIAGE BOLT

(WIRE SIMILAR)

STRETCHER BAR

EACH FABRIC LINK

STRETCHER BAR TO ENGAGE

FABRIC

1'-3" O.C. MAXIMUM

TOP AND BOTTOM. SPACE

BE 4" MAXIMUM FROM

STRETCHER BAR BAND TO

BAND

TENSION

3/8" MIN DIA

TRUSS ROD

2' O.C. MAXIMUM

TIE WIRE AS SPECIFIED

NO. 9 GA. STEEL WIRE,

PIPE

STEEL

1" ID

GRAVEL

SAND/

PCC

STANDARD)

(INDUSTRY

DROP ROD

1/2" DIA

COIL SPRING WIRE

BARBED WIRE OR

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SIDE OPPOSITE OF THE SECURE AREA.

ALIGNMENT. CHAIN LINK FABRIC SHALL BE PLACED ON THE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

WIRE TIES, RAIL, POSTS, AND BRACES SHALL BE 2.

METHODS OF INSTALLATIONS SPECIFIED.

INTENDED TO LIMIT OTHER FENCE SECTIONS WHERE

DETAILS ARE TO CLARIFY REQUIREMENTS BUT ARE NOT 1.

GENERAL NOTES:

FABRIC FASTENING DETAILS

NTS

C-502

H-BEAM LINE POST ROUND LINE POST END OR GATE POSTOR BRACE RAIL

WIRE TIES FOR TOP

C-SECTION LINE POST

NTS

C-502

SWING GATE DETAILS

DROP BAR LATCH ASSEMBLY (TO HOLD GATE OPEN)

GATE KEEPER

GATE HINGE POST HINGE

NTS

C-502

BRACE RAIL AND CLAMP DETAILS

C-SECTION LINE POST

H-BEAM LINE POST

ROUND LINE POST

NTS

C-502 NTS

C-502

TRUSS ROD AND BAND DETAIL STRETCHING DETAIL

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13'-0"

2"

4"

6"

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GATE POST SPACING

(TYP)

WITH CONCRETE

FILL POST

SWING ARM 4" DIA. PIPE

4" DIA. PIPE (TYP)

BRACING ARM

6" DIA. PIPE

MAIN POST

T Y

P

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P

(4000 PSI AT 28 DAYS )

FOOTING

REINFORCED CONCRETE

C-503

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AND YTC FIRE DEPARTMENT.

OBTAIN THE REQUIRED PADLOCKS FROM YTC PUBLIC WORKS 13.

PROVIDE END CAP PLATES ON ALL UNFILLED PIPES.12.

SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.

EMBEDMENT, AND CONNECTION DETAILS. DESIGNED ELEMENTS

FOUNDATION DIMENSIONS AND REINFORCEMENT, POST

CONTRACTOR, INCLUDING BUT NOT LIMITED TO WELDING,

SHOWN OR DETAILED SHALL BE DESIGNED AND DETAILED BY

ALL GATE COMPONENTS AND DETAILS NOT SPECIFICALLY 11.

THE LOCKS ARE NOT IN CONTRACT.

LOCK PROVIDED BY THOSE RESPECTIVE DEPARTMENTS.

TOGETHER WITH A FIRE DEPARTMENT LOCK AND PUBLIC WORKS

CHAIN WITH BRIGHT FINISH. THE CHAINS WILL BE DAISY-CHAINED

PROVIDE 1/2" X 12" AND 1/2" X 6" LENGTHS OF GRADE 100 ALLOY 10.

RECOMMENDATIONS.

IN ACCORDANCE WITH PAINT MANUFACTURER'S

EPOXY, OR COR APPROVED EQUAL. PREPARE METAL SURFACE

GATE, SHERWIN WILLIAMS PRO INDUSTRIAL HIGH-PERFORMANCE

APPLY SAFETY YELLOW PAINT TO ALL METAL SURFACES OF 9.

PLATE, SHALL BE UNSATISFACTORY.

HORIZONTAL, WHEN MEASURED FROM MAIN POST TO TABLE END

HORIZONTALLY. SWING ARMS INSTALLED MORE THAN 3/4" FROM

THE SWING ARMS OF THE GATE SHALL BE INSTALLED 8.

UNSATISFACTORY.

WHEN MEASURED FROM TOP OF POST TO GROUND, SHALL BE

PLUMB. MAIN POSTS INSTALLED MORE THAN 1/2" FROM PLUM,

THE MAIN POSTS OF THE GATE SHALL BE INSTALLED VERTICALLY 7.

COMPLETION OF CONSTRUCTION.

DISTURB THE SOIL WITHIN 10' OF THE FOUNDATION UPON

OVER-EXCAVATE HOLES TO CONSTRUCT FOUNDATIONS. DO NOT

UNDISTURBED INSITU SOIL OR WELL COMPACTED SOIL. DO NOT

HOLES DUG WITH POWER AUGER. DRILL FOUNDATION HOLES IN

PLACE THE CONCRETE FOUNDATIONS FOR THE MAIN POSTS IN 6.

PIPE AROUND ALL PARTS OF NOTCH PRIOR TO WELDING.

NOTCH ALL PIPE CONNECTIONS AND ENSURE FULL CONTACT OF 5.

GATE PIPE CONNECTIONS SHALL BE WELD-ALL-AROUND.4.

INSTALL HINGES PER MANUFACTURER'S RECOMMENDATIONS.3.

ALL PIPE DIMENSIONS ARE NOMINAL INTERNAL PIPE SIZES.2.

ALL PIPE SHALL BE ANSI SCHEDULE 40 STEEL, ASTM A53.1.

GATE NOTES:

SWING BAR GATE DETAIL

C-503 NTS

TYP

4" DIA. POST

1/2" RADIUS

GROUND LEVEL

3" TYP.

STRUT ARM

C-503 NTS

A GATE LOCKING TABS

C-503 NTS

B TAB END PLATE

C-503

BA

C-503

C-503 NTS

C

C C-503

SIM.

LIFTMASTER 2010P HEAVY DUTY HINGE

PADLOCK

FIRE DEPT

PW PADLOCK

PLATE

1/2" STEEL

ROUND MOUNT, BOTH SIDES

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GRADE

FINISH

SLEEVE FOR SNUG FIT

INTO FOOTING - SIZE

ALUMINUM SLEEVE CAST

1/8" THICK

SIGN PANEL

ALUM STRAP

1/8" X 1 5/8"

SET SCREW

POLE

C S

IG

N L

WASHER & LOCK NUT

SET SCREW

POLE

SET SCREW

1 5/8" (LENGTH VARIES)

1/8" THICK X1 5/8" X

ALUM "T"

SIGN PANEL

REFLECTORIZED STOP SIGN

TRANSPORTATION

STATE DEPARTMENT OF

STANDARD WASHINGTON

14 GA WALL THICKNESS

2 1/2" O.D. ALUMINUM POLE

ALUM STRAP

1/8" X 1" OR 1 5/8"

THROUGH SLEEVE

5/8" DIA. BOLT

SCREW TO SECURE

CAP TOP W/ SET

FLAT INSET POST

C-508

2 PER SIGN

STRAP,

ALUM BAR

1/8" X 1 5/8"

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DWARNING SIGN1

C-504 NTS

C-504 NTS

SIGN MOUNTING DETAIL

SIGN SHALL BE POSTED OUTSIDE FENCE EVERY 200'2.

SIGN SHALL HAVE RED BACKGROUND WITH WHITE BORDER AND LETTERING.1.

NOTES:

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OF THE

COMMANDER

BY ORDER

Authorized personnel only

Excavating & Dumping not allowed at (208) 828-2454

MHAFB AFCEC RPM

Contact

2.5'

.5

-1 /2

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