DT 19705 - RWI RCAG Fence Replacement.pdf

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ENGINEERING SERVICES

OPERATIONS

RCAG

COVER SHEET

SECURITY FENCE

NCROCKY MOUNT-WILSON RGNL AIRPORTROCK MOUNT

JW

PROJECT ENGINEER MGR: ENGINEERING CENTER

03/17/2022 18064037

RWI-18064037-G001

02/15/202218064037CONSTRUCTION, DT #1970503/17/2022

rw i- -g

.d g n

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

C O

N S

T R

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/2

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

IS

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

ROCKY MOUNT, NORTH CAROLINA

REMOTE COMMUNICATIONS AIR TO GROUND (RCAG)

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

rwi-18064037-g001

2022-04-12T08:12:27-0400

HENRY B NEWCOMB

2022-04-12T07:36:38-0400

JOHN R WEST

INDEX SHEET

RWI-18064037-G002

SCALE

DETAIL, ELEVATION OR SECTION IS/ARE LOCATED

SHEET NUMBER(S) WHERE CALLOUT(S) TO PLAN,

ELEVATION REFERENCE LETTER

SECTION REFERENCE LETTER

DETAIL REFERENCE NUMBER

(PLAN, DETAIL / ELEVATION, SECTION)

REFERENCE NUMBER/LETTER

ELEVATION IS LOCATED

SHEET NUMBER WHERE

DETAIL IS LOCATED

SECTION IS LOCATED

:2 lo tt e

SYMBOLS LEGEND

SUBTITLE REFERENCE

ELEVATION CALLOUT REFERENCE

DETAIL CALLOUT REFERENCE

SECTION CALLOUT REFERENCE

X

XXXX

XXXXXXXXXXX

SCALE: X=XXX

DRAWING PREFIXES

EXXX - ELECTRICAL

CXXX - CIVIL

GXXX - GENERAL

DRAWING LIST

DRAWING TITLE DRAWING NUMBER

ABBREVIATIONS

COVER SHEET

INDEX SHEET

RWI-18064037-G001

RWI-18064037-G002

RWI-18064037-C001

RWI-18064037-C002

RWI-18064037-E001 GROUNDING LAYOUT

FENCE DETAILS

NEW SITE PLAN

RWI-18064037-E002 GROUNDING DETAILS

rwi-18064037-g002

2022-04-12T08:13:08-0400

HENRY B NEWCOMB

2022-04-12T07:36:49-0400

JOHN R WEST

NEW SITE PLAN

RWI-18064037-C001

-c

.6

.0

60.0'

94.3'

63.7'

.3

.3

62.0'

.7

.2

NEW AT SAME LOCATION

ALL SIDES AND REPLACE WITH

DEMOLISH EXISTING FENCE

WOODEN GARAGE

GUY TOWER

LATTICE TOWER

LATTICE TOWER

GUY TOWER

64.0'

:3 lo tt e

SITE LOCATION

PRICE LANE

OAK LEVEL RD

L

IN

SCALE: 1" = 20'

20' 40'020'

STAINLESS STEEL.

8) CONTRACTOR SHALL PROVIDE QTY 2 STANLEY BEST INTERCHANGEABLE CORE PADLOCKS 21B772

QUANTITY OF 17.

7) CONTRACTOR SHALL PROVIDE TIES AND INSTALL GOVERNMENT FURNISHED SECURITY SIGNAGE.

SECURITY FENCE CLEARANCES.

RESTORING SITE CONDITIONS THE CONTRACTOR SHALL GRADE AREAS SO THAT THEY COMPLY WITH

6) CONTRATOR IS RESPONSIBLE TO RESTORE ANY DISTURBED AREAS TO ITS ORIGINAL CONDITION. WHEN

AS SHOWN IN THE DRAWINGS AND FAA'S LIGHTNING PROTECTION STANDARD.

5) CONTRACTOR SHALL REVIEW GROUNDING DETAILS PRIOR TO WORK AND SHALL INSTALL ALL GROUNDING

LOCATION OF EXISTING FENCE.

4) CONTRACTOR SHALL PROVIDE AND INSTALL NEW 8' SECURITY FENCE AND 1' BARB WIRE AND INSTALL IN

BARB WIRE.

3) CONTRACTOR SHALL DEMOLISH AND LEGALLY DISPOSE OF ALL EXISTING 5' SECURITY FENCE AND 1'

DEMOLITION AND EXCAVATION.

2) CONTRACTOR IS RESPONSIBLE FOR CONTACTING NORTH CAROLINA DIGSAFE PRIOR TO ANY FENCE POST

THE OPERATIONS OF THE FACILITY.

THROUGH THE COR, SO THAT WORK MAY BE SCHEDULED AS EFFICIENTLY AS POSSIBLE AND NOT DISRUPT

1) THE RWI RCAG SITE IS AN OPERATIONAL FACILITY. THE CONTRACTOR SHALL COORDINATE ALL WORK

NOTES:

209.10'

.5

206.47'

.0

GRAVEL

GRASS

0.9889 ACRES

43,077 SQ. FT.

RCAG SITE AREA

AVEL

VICINTY MAP

NOT TO SCALE

SITE PLAN

SCALE: 1"=20'C001

rwi-18064037-c001

2022-04-12T08:13:33-0400

HENRY B NEWCOMB

2022-04-12T07:39:34-0400

JOHN R WEST

FENCE DETAILS

RWI-18064037-C002

12" DIA.

6'

:4 lo tt e x xx x x x x x x xxxxxx

OUTSIDEINSIDE

C002

FENCE - SIDE VIEW

TOP WITH 45° ANGLE BEND

OUTRIGGER TYPE LINE POST

#6 GAUGE

TENSION WIRE,

HIGH CARBON

POST FOOTING

TYPICAL LINE

FINISH SURFACE

0.125" X 1 1/4"

BAND

BRACE & TRUSS

BRACE RAIL 1 5/8" PIPE

1/4" X 3/4" STRETCHER BAR

FABRIC TO FINISH SURFACE

1" MAX. FROM BOTTOM OF

POST FOOTING

TYPICAL END, CORNER, PULL

MIN 12"

6" ABOVE GRADE

BOLTED CONNECTION

TRUSS BAND

TERMINAL POST TOP

OUTRIGGER TYPE

12" DIA. MIN.16" DIA. MIN.

AT 15" O.C.

9 GAUGE TIE WIRES

COPPER BOND STRAP

FLEXIBLE TINNED

1" X 1/8"

CONNECTION

WELD

EXOTHERMIC

12"

#6 GAUGE

TENSION WIRE,

HIGH CARBON

OF TOP AND BOTTOM

AT 14" O.C. MAX. AND WITHIN 4"

1/8" X 1" STRETCHER BAR BAND

STRAIGHT CUP

RAIL END

CONDUCTOR

#4/0 BARE GROUND

(TYP)

2' BELOW GRADE

TOP OF CONCRETE

(2 7/8" DIA.)

LINE POST

(4" DIA.)

END,PULL POST

TIGHTENERS & FITTINGS

WITH ADJUSTABLE

3/8" DIA. ROD BRACE

THAN 100' APART

CORNERS AND NOT MORE

EACH GATE OR GATE LEAF

CLAD GROUND ROD (TYP)

3/4"X10' LONG COPPER

(4" DIA.)

CORNER POST

10'- 0"

(TYP.)

10'- 0"

(TYP.)

NOTE 8

SEE

HEIGHT

FENCE

9'-0"

POST

LINE

PIECE)

(ONE

HEIGHT

FABRIC

8'-0"

SPACED NOT MORE THAN 4" APART

4 POINT ALUMINUM BARBS

DOUBLE STRAND, WITH 14 GAUGE

3 STRANDS BARBED WIRE, 12 GAGE

TIE WIRES AT 15" O.C.

WITH 9 GAUGE GALVANIZED

FABRIC FASTENED TO RAIL

TWISTED AND BARBED FINISH

TOP AND BOTTOM SELVAGE HAS

FABRIC #9 WIRE- 2" MESH

4" OD END POSTS

3'-6" MIN.

P.C. CONC.GRASS SURFACE

STEEL PIPE

1" ID

SAND/GRAVEL

(INDUSTRY STANDARD)

1/2" DIA. DROP ROD

P.C. CONC.

OF POSTS

OUTSIDE

FABRIC ON

CLEARANCE

MAX. 1"

STONE

CRUSHED

WIRE ARM

BARBED

14" O.C. MAX.

FABRIC CLIPS

RAIL AS SPECIFIED (TYP)

TOP TENSION WIRE OR

WIRE (TYP.)

3 STRANDS OF BARBED

SPECIFIED (TYP)

WIRE OR RAIL AS

BOTTOM TENSION

HINGES (TYP)

BRACE RAIL (TYP)

FABRIC

CHAIN-LINK

WIRE (TYP.)

3 STRANDS OF BARBED

DROP ROD

GATE FRAME

ASSEMBLY

LATCH

16" DIA. MIN.

RODS (TYP)

3/8" DIA. TRUSS

OUTWARD

45°

1. ARM 18" LONG

2. BARBED WIRE SPACED 6" APART

BARBED WIRE ARM

DIAMETER

(INCHES)

1 5/8" (SCH.40)

2 1/2" (SCH.40)

3" (SCH.40)

4" (SCH.40)

OUTSIDE

DIMENSIONS

1.660

2.375

2.875

4.000

WALL

THICKNESS

.140

.154

.203

.226

WEIGHT

PER FOOT

(POUNDS)

2.27

3.65

5.79

9.11

SECTION

MODULUS

(CU.INCHES)

.235

.561

1.06

2.39

MIN. YIELD

STRESS

(PSI)

30,000

MIN. TENSILE

STRESS

(PSI)

48,000

POSTS PHYSICAL PROPERTIES

ACCORDANCE WITH ASTM-F1083 (FORMERLY ASTM-120).

1. ALL POSTS CONFORM TO ASTM A53 GRADE A AND GALVANIZED WITH 2.0 OUNCES OF HOT DIPPED ZINC IN

STANDARD

TRUSS ROD (TYP)

BRACE RAIL (TYP)

GRADE LINE

CONTENT.

COLD GALVANZING COMPOUND OR EQUAL. MINIMUM 95% METALLIC ZINC

9. CONTRACTOR SHALL REPAIR ANY DAMAGED GALVANIZED SURFACES WITH ZRC

OF FENCING OR GATES. ALL FABRIC TIES ARE DOUBLE WRAPPED.

TO ALLOW PROPER OPERATION OF COMPONENTS, BUT PREVENT DISASSEMBLY

8. CONTRACTOR SHALL PEEN THREADS ON ALL HARDWARE IN SUCH A MANNER

7. TOP OF 3/4" X 10' COPPER CLAD GROUND RODS ARE 1 FOOT BELOW GRADE.

6. ALL CONCRETE FOUNDATIONS ARE FORMED FULL DEPTH.

CLASS 2 (2.0 OZ. PER SQUARE FOOT OF SURFACE AREA).

5. FENCE FABRIC HEIGHT IS 96" AND GALVANIZED CONFORMING TO ASTM A392,

4" SLUMP AND 3/4" MAXIMUM SIZE AGGREGATE.

4. ALL CONCRETE COMPRESSIVE STRENGTHS ARE 4000 PSI AT 28 DAYS WITH

THE POSTS SHOWN. ALL HOLLOW POSTS ARE CAPPED.

CAPABLE OF WITHSTANDING 110 MPH WIND LOADS MAY BE SUBSTITUTED FOR

3. ROLLED OR EXTRUDED SECTIONS OR TUBING OF STEEL OR ALUMINUM

THE FENCING.

2. ALL POSTS AND STRUCTURAL SUPPORTS ARE LOCATED ON INNER SIDE OF

1. ALL FERROUS METAL IS HOT DIPPED GALVANIZED PER ASTM A-153.

16" DIA. MIN.

LATCH ASSEMBLY

DROP ROD FOUNDATION

DROP ROD ASSEMBLY

DOUBLE SWING GATE

rwi-18064037-c002

2022-04-12T08:14:12-0400

HENRY B NEWCOMB

2022-04-12T07:39:41-0400

JOHN R WEST

GROUNDING LAYOUT

RWI-18064037-E001

-e

SEE NOTE 5

SEE NOTE 2 AND DETAIL 3/E002.

TYPICAL FENCE POST GROUND.

SEE NOTE 3

lo tt e

7. SPECIFIES LOCATION TO BOND ACROSS BARB WIRE.

6. SPECIFIES LOCATION OF A GROUND ROD.

QUALITY #6 IN SERIES.

5. WHERE BARB WIRE TERMINATES AT CORNERS AND GATES, BOND ACROSS TERMINATION WITH SAME

AND OTHER APPLICABLE SECTIONS IN 19F.

4. CONTRACTOR SHALL GROUND AND BOND FENCE IN ACCORDANCE WITH 19F 5.3.8.1 FENCE GROUNDING, AND 19F 5.3.8.2.

3. GROUND FENCE POSTS AT EACH SIDE OF OVERHEAD POWER IN ACCORDANCE WITH DETAIL 4/E002

2. GROUND RODS AT EACH CORNER OF FENCE LINE AND AT MAXIMUM 100' SPACING.

LAYOUT AND REVIEW WITH COR AND 19F LIGHTNING PROTECTION GROUNDING STANDARD.

1. LOCATIONS OF GROUNDING SHOWN ON E001 IS APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD

GROUNDING LAYOUT1

E001 NOT TO SCALE

rwi-18064037-e001

2022-04-12T08:14:55-0400

HENRY B NEWCOMB

2022-04-12T07:39:49-0400

JOHN R WEST

GROUNDING DETAILS

RWI-18064037-E002

SEE NOTE 4

EXOTHERMIC WELD (TYP)

BOLT CONNECTOR OR EQUAL.

WITH BURNDY KSU TYPE SPLIT

BOND BARB WIRE TO CONDUCTOR

2'.

TO FENCE FABRIC EVERY

CONDUCTOR SECURED

BARE COPPER

#6 AWG TINNED

SIDES OF FENCE

AT BOTH

1.5/2-3.5/32WC24

JUMPER FGA

PREFAB GATE

NEW HARGER

:0 lo tt e

14'-0"

(INTERWOVEN)

#6 GAUGE WIRE 1

HORIZONTAL BRACE

GATE FRAME GATE FRAME

BOTTOM

WIRE

GATE FRAME

BOTH SIDES OF FENCE

1.5/2-3.5/32WC24 AT

GATE JUMPER FGA

NEW HARGER PREFAB

#4/0 BC

SHEET)

(SEE DETAIL 2, THIS

#4/0 BARE COPPER

TO EES.

FROM FENCE POST

WELD BARE 4/0

EXOTHERMICALLY

BOTTOM

WIRE

Y

1'-6" O

SONOTUBE

AT GATE POSTS

CONNECTOR OR EQUAL.

BURNDY KSU TYPE SPLIT BOLT

WIRE TO CONDUCTOR WITH

(SEE 19F 5.3.8.1(F). BOND

TINNED COPPER CONDUCTOR

#6 AWG BARE STRANDED

GRADE

TO POST DIAMETER

HARGER CPC SIZED

BONDING CLAMP

(AT EACH GROUND ROD)

WELDS AT EACH END

CONDUCTOR WITH EXOTHERMIC

4/0 AWG STRANDED COPPER

100FT)

INTERVALS NO GREATER THAN

CORNERS, GATES AND

STEEL GROUND ROD (AT

10' X 3/4" COPPER CLAD

(AT EACH GROUND ROD)

WELDS AT EACH END

CONDUCTOR WITH EXOTHERMIC

4/0 AWG STRANDED COPPER

THAN 100FT)

INTERVALS NO GREATER

CORNERS, GATES AND

STEEL GROUND ROD (AT

10' X 3/4" COPPER CLAD

GRADE

CONNECTION, TYPE XA/XB

EXOTHERMIC WELD

TYPE GY

CONNECTION,

EXOTHERMIC WELD

TENSION WIRE

WELDED GATE POST

EXOTHERMICALLY

CONDUCTOR

4/0 AWG GROUND

(SIM.)

SINGLE GATE

DOUBLE GATE

COPPER

#4/0 BARE

GROUND ROD

3/4" X 10' LBRACE

HORIZONTAL

SEE NOTE 4

2 GATE GROUNDING PLAN

E002 NOT TO SCALE

E002

GROUNDING DETAIL

FENCE POST OVERHEAD POWER

1 DOUBLE GATE DETAIL

6 GROUND CONDUCTOR DETAIL @ GATE

4) BOND BARB WIRE AT FENCE END ADJACENT TO GATE AS SHOWN IN DETAIL 3.

SET OF BONDED BARB WIRE IN SERIES USING #6 TINNED STRANDED CONDUCTOR.

3) BOND ACROSS TERMINATION POINTS OF BARB WIRE AT CORNERS. CONNECT

FRAME VIA HARGER CPC BONDING CLAMPS.

CONTINUOUSLY THOUGH GATE FABRIC AND MECHANICALLY BONDED TO GATE

2) INSTALL HORIZONTAL #6 AWG BARE STRANDED TINNED COPPER THREADED

1) SEE SHEET E001 FOR GROUNDING LAYOUT.

IN DETAIL 3

SERIES AS SHOWN

BOND BARB WIRE IN

5 GROUND ROD DETAIL

E002 NOT TO SCALEE002

FENCE POST GROUNDING DETAIL

SEE NOTE 2

rwi-18064037-e002

2022-04-12T08:15:31-0400

HENRY B NEWCOMB

2022-04-12T07:39:54-0400

JOHN R WEST