JOL_ARSR-21003734-Final Drawings.pdf

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POSITION

GATE IN CLOSED

CORNER POST

FABRIC (9 GA.)

CHAIN LINK TOP (TYP. 4 PLACES)

2" SQUARE ALUMINUM ASSEMBLY ( 2 PLACES)

TRACK BRACKET

(LEFT HAND/RIGHT HAND)

WHEELASSEMBLY

COMPLETE GUIDE

NO. 4 AWG BARE CU

EXOTHERMIC WELD

3/4 " X 10' GND ROD

TO MAKE A RIGID FRAME)

(ALL JOINTS MUST BE WELDED

2" X 4" ALUMINUM TUBING RAIL

VERTICAL MEMBER

2" SQUARE ALUMINUM

TRACK/RAIL

TRUCK ASSEMBLY

4" O.D. GATE POST

3/8" Ø TRUSS ROD (TYP.)

VERTICAL MEMBER (TYP.)

(TYP.)

TENSION BAR

4" O.D. GATE POST

BARBED WIRE ARM (TYP.)

2" SQUARE ALUMINUM 4" O.D. GATE POST

KEEPER

ROD (TYP.)

3/8" Ø TRUSS

BOTTOM RAIL

(TYP.)

TENSION BAR

BOTTOM)

2" (BARBED FINISH TOP AND

CHAIN LINK FABRIC 9 GAUGE

TOP RAIL

ASSEMBLY

GUIDE ROLLER

PER TOP

3 WEDGE PINS

TRACK ASSEMBLY

ROLLER BEARING

(LUBE/SEALED)

ROLLER BEARING

TRACK AND FRAME

EXTRUDED ALUMINUM

NYLON ROLLER

ALUMINUM TRACK

EXTRUDED

ALUMINUM TUBE

2" SQUARE

ALUMINUM TUBE

2 " SQUARE

2" X 4" ALUMINUMFRAME

4/0 AWG. WEATHER INSULATED

FLEXIBLE WELDING CABLE

NOTE 7

OUTWARD ANGLE

3-STRANDED BARBED

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

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ISSUED BY

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DRAWING NO

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REVIEWED BY

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NOT TO SCALE

GATE POST TOP

NOT TO SCALEC002

SECTION "A-A"

SECTION "B-B"

TYPICAL ROLLER TRACK DETAIL

INSIDE ELEVATION ROLLING GATE

ROLLING GATE DETAILS

CANTILEVER SLIDE GATE

IS

U

06/05/2024

MGR: ENGINEERING - FORT WORTH

ELWOOD

JOL-21003734-C002

ARSR

SECURITY FENCE & VEHICLE ROLLING

GATE IMPROVEMENTS

ROLLING GATE DETAILS

INFRASTRUCTURE

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

N

T

IO

THIS DRAWING PRODUCED ON THE AGL REGION CAD SYSTEM

PROJECT ENGINEER

21003734

IL

TO OPEN

GATE PLAN

LBS/FT.

WALL

THICK

0.143"

0.157"

0.231"

0.231"

2.27

3.65

9.10

9.10

1.660"

2.375"

4.000"

4.000"

1-5/8"

2-1/2"

4"

4"

SCHEDULE 40

O.D.SIZEUSE

TOP RAIL/GATES

LINE POST

CORNER AND TERMINAL

GATE POSTS

FEET OF THE FENCE. TREES SHALL BE TRIMMED BACK OR REMOVED.

SECURITY MEASURES REQUIRE NO CLIMBABLE OBJECT SHALL BE WITHIN 20 9.

CABLE SHOULD NOT INTERFERE WITH GATE OPERATION.

GATE TO BE GROUNDED WITH WELDING CABLE TO THE INSIDE OF THE SITE. 8.

MECHANICALLY BONDED TO THE GATE VERTICAL SUPPORT RAILS.

CONDUCTOR THREADED CONTINUOUSLY THROUGH THE GATE FABRIC AND

PROVIDE A HORIZONTAL 6 AWG BARE STRANDED TINNED COPPER 7.

AGGREGATE.

ALL CONCRETE SHALL BE 3000 LBS. WITH 3" SLUMP AND 3/4" MAXIMUM SIZE 6.

APPLIED AT THE TOP. ALL HOLLOW POSTS SHALL BE CAPPED.

ALUMINUM CAPABLE OF WITHSTANDING A LATERAL FORCE OF 100 POUNDS

POSTS SHALL BE ROLLED TUBING OR EXTRUDED SECTIONS OF STEEL OR 5.

PROPERTY LINE.

FENCE IS TO BE LOCATED SO THAT INTRUDER GUARD DOES NOT OVERHANG 4.

THIS DRAWING.

MANUFACTURER'S STANDARD WHICH ALSO MEET THE REQUIREMENTS OF

FOR GATES-SIZES OF PIPES, SAG, RODS AND TURNBUCKLES SHALL BE 3.

SHRINK GROUT AND PLACE POST.

THE POST DIAMETER, 15" DEEP. FILL HOLE WITH A SLIGHTLY STIFF NON-

WHEN SOLID ROCK IS ENCOUNTERED, CORE DRILL A HOLE 1" LARGER THAN 4.

FITTINGS.

FENCE AND GATE SHALL BE FURNISHED COMPLETE WITH ALL NECESSARY 3.

ALL METAL SHALL BE HOT DIPPED GALVANIZED.2.

ALL MEASUREMENTS SHALL BE FIELD VERIFIED. 1.

NOTES:

OPENING

RIGHT HAND

LEFT HAND

ASTM A 120 SCHEDULE 40

jol-21003734-c002

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FEKADU M WAKTOLA

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PATRICK HAFASHIMANA

:1 lo tt e

-e

EXIT

X

IT

SCALE: 1/8" = 1'-0"E001

SCALE: 1/8" = 1'-0"E001

LIGHTING DEMOLITION PLAN

NEW LIGHTING PLAN

JOL-21003734-E001

LIGHTING RENOVATION PLAN

-e

WALKWAY

IN

C

W

L K

Y

A/C #2 A/C #1

L K

Y

WALKWAY

IN

C

A/C #2 A/C #1

AA

A A AA

B B

C CE

E E

H H H

I

STAIRSSTAIRS

STAIRS

STAIRS

1. CONTRACTOR MUST VERIFY EXITING CONDITIONS OF FACILITY BEFORE BEGINNING WORK.

2. CONTRACTOR MUST PROTECT EXISTING FACILITY AND EQUIPMENT DURING DEMOLITION WORK, ANY DAMAGE TO

THE FACILITY OR EQUIPMENT MUST BE REPAIRED TO ORIGINAL CONDITIONS OR BETTER AT NO COST TO THE

CUSTOMER.

3.DEMOLISH EXTERIOR LIGHTS AROUND THE MAIN FACILITY BUILDING AS INDICATED ON THIS DRAWING.

4. SELECTIVELY, DEMOLISH RECESSED LIGHTS INSIDE THE MAIN FACILITY BUILDING.

5. DEMOLISH INTERIOR SURFACE MOUNTED LIGHTS FROM MAINTENANCE ROOM ( UPSTAIRS IN THE TOWER).

6.DEMOLISH ALL EMERGENCY LIGHTING AROUND THE FACILITY POWERED BY A PLUG-IN FLEXIBLE CORD. REFER TO

THIS DRAWING, ENSURE THE ONE FROM THE E/G ROOM IS REMOVED AS WELL.

7. INSTALL NEW LED LIGHTING ACCORDING TO THE LIGHTING SCHEDULE ON THIS DRAWING OR APPROVED EQUAL.

PROVIDE NEW JUNCTION BOXES AS NEEDED.

8.NEW EXTERIOR LIGHTING BY EXIT DOORS (H) MUST BE EQUIPPED WITH MOTION ACTION SENSOR.

9.NEW EXTERIOR SECURITY LIGHTING (G) AROUND THE FACILITY MUST BE EQUIPPED WITH A DUSK TO DAWN

PHOTOCELL SENSOR.

10.ALL NEW LIGHTING MUST COMPLY WITH FAA-E-37018 LATEST EDITION.

DEMOLISH

LEGEND:

8' 0 8' 16'

SCALE: 1/8" = 1'-0"

jol-21003734-e001

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FEKADU M WAKTOLA

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PATRICK HAFASHIMANA

SITE LOCATION

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JOL-21003734-G001

COVER PAGE AND VICINITY MAP

JOL ARSR

ELWOOD, ILLINOIS

SECURITY FENCE AND MAIN GATE IMPROVEMENTS

T OF TRANSPO

T A

IC

OF

STATES

TM

EN

AVIA

LAR

TRAT

SI

NI

JOL-21003734-G001 COVER PAGE, AND VICINITY MAP

JOL-21003734-G002 GENERAL NOTES, CODES AND STANDARDS

JOL-21003734-G003 EXISTING LAYOUT PLAN

JOL-21003734-D001 DEMOLITION PLAN

JOL-21003734-C001 CHAIN LINK FENCE DETAILS

JOL-21003734-C002 ROLLING GATE DETAILS

JOL-21003734-E001 LIGHTING RENOVATION PLAN

DRAWING INDEX

TITLEREV

NUMBER

DRAWING

VICINITY MAP

LATITUDE: 41.42266

LONGITUDE: -88.05828

jol-21003734-g001

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FEKADU M WAKTOLA

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PATRICK HAFASHIMANA

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GENERAL NOTES:

1. THE LOCATION OF ALL COMPONENTS IN THESE DRAWINGS IS BASED ON THE REVIEW OF AS-BUILT DRAWINGS AND SITE

SURVEY REPORT. CONTRACTOR MUST VERIFY EQUIPMENT LOCATIONS BEFORE WORK BEGINS.

2. CONTRACTOR SHALL VERIFY PROPERTY LIMITS.

3. CONTRACTOR SHALL COORDINATE AND SCHEDULE A SITE VISIT.

4. CONTRACTOR MUST PARTICIPATE IN A SCHEDULED PRE-CONSTRUCTION MEETING TO GO OVER CONSTRUCTION SCHEDULE, SITE

ACCESS, SAFETY, STORAGE AND OTHER SITE SPECIFIC REQUIREMENTS WITH THE CONTRACTING OFFICER REPRESENTATIVE AND

SSC MANAGEMENT.

5. CONTRACTOR SHALL REVIEW AND SIGN FAA FORM 3900-18 PRE-CONSTRUCTION ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH

CHECKLIST WITH THE COR AT COMPLETION OF THE PRE-CONSTRUCTION MEETING.

6. THE RE SHALL REVIEW AND SIGN FAA FORM 3900-19 RESIDENT ENGINEER ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND

HEALTH CHECKLIST AS THE PROJECT PROCEEDS.

7. CONTRACTOR MUST CONDUCT SUB SURFACE SURVEY USING APPROVED METHODS SUCH AS GROUND PENETRATING

RADAR OR SIMILAR TECHNOLOGY PRIOR TO ANY EARTH WORK.

8. CONTRACTOR MUST PROTECT EQUIPMENT ON SITE AND THE FACILITY. ANY DAMAGE TO THE FACILITY OR EQUIPMENT

MUST BE REPAIRED OR REPLACED TO EXISTING CONDITIONS OR BETTER AT NO GOVERNMENT'S EXPENSES.

9. THERE SHALL BE NO USE OF MACHINERY EXCAVATION WITHIN 3 FEET FROM EITHER SIDE OF EXISTING UNDERGROUND

UTILITY, VACUUM OR HYDRO EXCAVATION MUST BE USED.

10. CONTRACTOR MUST PROVIDE CONSTRUCTION MATERIALS AND TOOLS TO COMPLETE THE WORK SPECIFIED IN THESE

DRAWINGS.

11. ALL ELECTRICAL WORK MUST COMPLY WITH APPLICABLE CODES AND STANDARDS USING THE LATEST VERSION OF THE

REFERENCED CODE/STANDARD.

12. IN CASE OF CONFLICT BETWEEN NEC AND FAA STANDARDS, FAA STANDARDS WILL TAKE PRECEDENCE. IN CASE THERE

IS A CONFLICT BETWEEN FAA STANDARDS AND EQUIPMENT MANUFACTURE'S MANUAL, MANUFACTURE'S EQUIPMENT WILL TAKE

PRECEDENCE.

13. EQUIPMENT INSTALLATION MUST FOLLOW BASE UNIT MANUFACTURE'S RECOMMENDATIONS.

14. CONTRACTOR MUST SUBMIT CONSTRUCTION MATERIAL SELECTION FOR REVIEW TO THE CO/COR AND PROJECT

ENGINEER PRIOR TO THE BEGINNING OF CONSTRUCTION WORK.

12. CONTRACTOR MUST COORDINATE WITH LOCAL FACILITY MANAGER FOR THE SPECIFIC LOCATION OF DUMPSTER

DURING CONSTRUCTION.

13. CONTRACTOR MUST PROVIDE MANUFACTURE'S WARRANTY DOCUMENTATION FOR ALL WORK/INSTALLATION TO THE

PROJECT ENGINEER UPON COMPLETION OF THE PROJECT.

FAA-E-37018: LED LIGHTING

SYSTEMS LATEST VERSION.

NFPA 780: STANDARD FOR THE INSTALLATION OF LIGHTING PROTECTION

NFPA 101: LIFE SAFETY CODE LATEST VERSION

VERSION

NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE LATEST

NFPA 70: NATIONAL ELECTRICAL CODE LATEST VERSION

SHIELDING REQUIREMENTS LATEST VERSION

FAA-STD-19: LIGHTING AND SURGE PROTECTION, GROUNDING, BONDING AND

AND ACCESSORIES). LATEST VERSION

RR-F-191K: FENCING, WIRE AND POST METAL (GATES, CHAIN-LINK FENCE FABRIC

VERSION.

UFGS-32-31- 26: EXTERIOR IMPROVEMENTS WIRE FENCES AND GATES LATEST

FAA 1600.69: FAA FACILITY SECURITY MANAGEMENT PROGRAM LATEST VERSION

APPLICABLE CODES & STANDARDS:

SCOPE OF WORK

1. DEMOLISH EXISTING FACILITY SECURITY FENCE (APPROXIMATELY 1010 LINEAR FEET).

2. DEMOLISH EXISTING MANUAL ROLLING GATE.

3. PROVIDE AND AND INSTALL A NEW SECURITY FENCE. THE NEW FENCE MUST BE 8 FEET HIGH FROM FINISHED

GROUND INCLUDING 3 BARBED WIRE TOP AS SPECIFIED ON SHEET C002.

4. PROVIDE AND INSTALL A NEW MANUAL ROLLING GATE AS SPECIFIED IN THESE DRAWINGS.

5. PROVIDE GROUNDING FOR THE NEW FENCE AND NEW GATE AS SPECIFIED IN THESE DRAWINGS.

6. SELECTIVELY DEMOLISH OLD INEFFICIENT LIGHTING AROUND THE FACILITY AS SHOWN IN THESE

DRAWINGS.

7. PROVIDE AND INSTALL NEW LED LIGHTING AROUND THE FACILITY.

DEMOLITION NOTES:

1. CONTRACTOR SHALL LOCATE EXISTING UTILITIES AS NEEDED BEFORE ANY DEMOLITION WORK. FAA STAFF

WILL VERIFY THEIR UNDERGROUND UTILITIES ON SITE UPON CONTRACTORS REQUEST. GIVE AT LEAST 3

WORKING DAYS NOTICE TO THE CONTRACTOR REPRESENTATIVE.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL NECESSARY ARRANGEMENTS AND

REQUIREMENTS WITH LOCAL UTILITY COMPANIES, SSC MANAGEMENT AND RESIDENT ENGINEER

3. CONTRACTOR SHALL ADHERE TO THE FAA, FEDERAL GOVERNMENT AND LOCAL WASTE DISPOSAL

REGULATIONS.

4. ALL DEMOLISHED MATERIALS, RUBBISH AND DEBRIS ARE A SOLE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR SHALL NOT STACK TRASH OR OTHER DEMOLISHED MATERIALS ON SITE OR IN THE OPEN.

5. CONTRACTOR SHALL PROVIDE EVERY EQUIPMENT REQUIRED TO DEMOLISH AND TRANSPORT DEBRIS AWAY

FROM SITE.

JOL-21003734-G002

GENERAL NOTES, CODES AND STANDARDS

jol-21003734-g002

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FEKADU M WAKTOLA

2024-06-18T09:22:25-0500

PATRICK HAFASHIMANA

RADAR TOWER FOUNDATION (4)

1000 GAL. DIESEL FUEL STORAGE

PAD MOUNT UTILITY TRANSFORMER

GRASS

CRUSHED STONEHAZMAT PREFAB BUILDING

20' MANUAL ROLLING GATEASPHALT PAVED AREA

7' HIGH SECURITY FENCE

PROPERTY LINE

:2

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-d

MAIN FACILITY METAL BUILDING

GARAGE

HVAC UNITS

ROWELL ROAD

SEPTIC TANK

JOL-21003734-D001

DEMOLITION PLAN

-d

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO ANY

DEMOLITION WORK.

2. CONTRACTOR MUST PROTECT FACILITY EQUIPMENT ON SITE DURING DEMOLITION

WORK, ANY DAMAGE MUST BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE RE.

3. CONTRACTOR MUST LOCATE UNDERGROUND UTILITIES BEFORE ANY EOLITION

WORK. NO MACHINERY DIGGING EQUIPMENT IS ALLOWED WITHIN 3 FEET EITHER

SIDE OF UNDERGROUND UTILITY, VACUUM EXCAVATION IS RECOMMENDED.

4. DEMOLISH EXITING SECURITY FENCE AROUND THE FACILITY.

5. DEMOLISH MAIN ROLLING GATE.

6. REMOVE ALL DEMOLISHED FENCE AND GATE MATERIALS ALONG WITH OTHER

SCRAPS FROM SITE FOR DISPOSITION.

LEGEND:

20' 0 20' 40'

SCALE: 1" = 20'

SCALE: 1" = 20'-0"D001

DEMOLITION

FENCE & GATE DEMOLITION PLAN

jol-21003734-d001

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FEKADU M WAKTOLA

2024-06-18T09:23:29-0500

PATRICK HAFASHIMANA

HAZMAT PREFAB BUILDING

CRUSHED STONE

RADAR TOWER FOUNDATION (4)

1000 GAL. DIESEL FUEL STORAGE

PAD MOUNT UTILITY TRANSFORMER

20' MANUAL ROLLING GATE

7' HIGH SECURITY FENCE

ASPHALT PAVED AREA

:2

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MAIN FACILITY METAL BUILDING

GARAGE

HVAC UNITS

ROWELL ROAD

SEPTIC TANK

JOL-21003734-G003

EXISTING LAYOUT PLAN

1. CONTRACTOR MUST FIELD VERIFY FENCE DIMENSIONS BEFORE

BEGINNING OF WORK.

2. THE NEW FENCE SHALL BE INSTALLED AROUND THE FACILITY AS THE

EXISTING FENCE. REFER TO KEY NOTE 1 FOR THE LOCATION OF THE NEW

ROLLING GATE.

INCREASE ENTRANCE DELIVERY TRUCK TURNING RADIUS.

ORIGINAL LOCATION TOWARDS THE FACILITY TO

MOVE NEW ROLLING GATE FIVE FEET FROM THE

20' 0 20' 40'

SCALE: 1" = 20'

SCALE: 1" = 20'-0"G003

KEY NOTES:

EXISTING SITE LAYOUT PLAN

jol-21003734-g003

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FEKADU M WAKTOLA

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PATRICK HAFASHIMANA

BACKFILL

OUTWARD ANGLE ºWIRE AT 45

3-STRANDED BARBED

POST CONCRETE FOOTING

FENCE FABRIC

GROUND ROD

3/4 " X 10'

NO. 4/0 BARE CU

WELDS

EXOTHERMIC

FENCE POST

FENCE POST

1/4 " X 3/4 " MIN

STRECHER BAR

BAND 15" O.C EACH BAR

STRECHER BAR

OFFSET CUPS

BRACE OR TOP RAIL

BRACE OR TOP RAIL

STRAIGHT CUPS

CONTINUOUS

1 5/8 " O.D TOP RAIL

TESNON ROD BAND

3/8 " TENSION ROD

CONCRETE FOOTING

1 5/8 " O.D BRACE RAIL

BRACE BAND

TURNBUCKLE

STRAIGHT CUP

OR PULL POST

4" O.D CORNER POST

TESNION BARS

FABRIC AND MOW STRIP

2" MAX GAP BETWEEN

1 5/8 " O.D BRACE

9 GAUGE STEEL TIES

CONNECTOR

SPLIT BOLT MECHANICAL

STRANDED TINNED COPPER

NO. 6 AWG BARE

(MIN)

2-1/2" O.D LINE POST

CONNECTOR

UL LISTED MECHANICAL

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CORNER OR PULL POST

END POST

CORNER POST BOTTOM

BRACE AND TENSION ROD CONNECTION AT LINE POST

NOT TO SCALEC001

1 SECURITY FENCE DETAILS

JOL-21003734-C001

CHAIN LINK FENCE DETAILS

PROSECUTED UNDER FEDERAL LAW."

TRAFFIC CONTROL OR DAMAGES OR TRESPASSES ON THIS PROPERTY WILL BE

MAY RESULT FROM SERVICE INTERRUPTION. ANY PERSON WHO INTERFERES WITH AIR

"WARNING. THIS FACILITY IS USED IN FAA AIR TRAFFIC CONTROL. LOSS OF HUMAN LIFE

FENCE IAW FAA ORDER 1600.69 LATEST VERSION. THE WARNING SIGN SHALL READ:

PROCURE AND INSTALL U.S PROPERTY SIGNS ON THE GATE AND AROUND THE SECURITY 12.

CONNECTORS.

BARE STRANDED TINNED COPPER CONDUCTOR WITH UL LISTED MECHANICAL

CORNERS, GATE POSTS AND AT INTERVALS NOT TO EXCEED 100 FEET USING 6 AWG

SECURITY WIRES SHALL BE MECHANICALLY BONDED TO THE FENCE POST AT ALL 11.

TO EACH GROUND ROD AND FENCE POST IAW FAA-STD-019f.

PROVIDE A 4/0 AWG BARE STRANDED COPPER CONDUCTOR, EXOTHERMICALLY WELDED 10.

FENCE LINE.THE SPACING BETWEEN GROUND RODS MUST VARY BY 10 TO 20 PERCENT.

LINEAR SPACING INTERVALS NOT GREATER THAN 100 FEET ALONG THE PERIMETER

A GROUND ROD SHALL BE INSTALLED ADJACENT TO THE FENCE POST AT HORIZONTAL 9.

THREE TURNS AND BENT DOWN ON THE PROTECTED SIDE OF THE FENCE.

TIES MUST BE WRAPPED 360 DEGREES AROUND POSTS AND TWISTED A MINIMUM OF 8.

FENCE AND WILL NOT BE SPACED MORE THAN 14 INCHES APART.

FENCE POST WITH CLAMPS PLACED WITHIN 4 INCHES OF THE TOP AND BOTTOM OF THE

3/4", WHICH ENGAGE EACH FABRIC LINK. THE STRETCHER BARS MUST BE HELD TO THE

FENCE FABRIC MUST BE ATTACHED TO TERMINAL POSTS WITH STRETCHER BARS 1/4" X 7.

FINISH TOP AND BOTTOM).

CHAIN LINK FABRIC SHALL BE 9 GAUGE WITH A MAXIMUM OF 2" MESH PATTERN (BARBED 6.

CONCRETE SHALL BE 3000 LBS, WITH 3" SLUMP AND 3/4 " MAXIMUM SIZE AGGREGATE. 5.

FROM EACH FENCE CORNER.

EACH FENCE SIDE SHALL HAVE AT LEAST ONE PULL POST, APPROXIMATELY 125 FEET 4.

CONCRETE FOOTING TO A DEPTH OF NO LESS THAN 3 FEET.

POSTS SHALL NOT BE SPACED MORE THAN 10 FEET APART AND MUST BE EMBEDDED IN 3.

UNDER FENCING FROM FIRM GROUND IS 2 INCHES.

MOW STRIP SHALL CONTINUE THROUGH GATED AREAS. THE MAXIMUM ACCEPTABLE GAP 2.

CORNER, TERMINAL, AND PULL POSTS TO HAVE EQUAL BRACING ON BOTH SIDES. 1.

KEYED NOTES:

STRETCHER BAR BAND 15" O.C EACH BAR.

1/4 " X 3/4 " STRETCHER BAR (MINIMUM).

1 5/8 " O.D BRACE TUBE.

4" O.D FOR CORNER POST OR PULL POST.

2-1/2" O.D FOR LINE POST.

jol-21003734-c001

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FEKADU M WAKTOLA

2024-06-18T09:23:02-0500

PATRICK HAFASHIMANA