QRL ARSR Gate Lighting Upgrades and Site Improvements - DWGs.pdf

PDF 4 MB Posted Apr 24, 2024

Attached to: QRL ARSR Small Area Parking Lot Pavement
Solicitation number: 697DCK-24-R-00292
Issued by: Department of Transportation Federal Aviation Administration Southwestern Region

About this file

Written by GovTribe AI · Apr 24, 2024

This document appears to be a Solicitation for the QRL ARSR Small Area Parking Lot Pavement project. The Federal Aviation Administration (FAA), Eastern Acquisitions-AAQ-570, is issuing this Screening Information Request (SIR) for site improvements at the QRL Air Route Surveillance Radar (ARSR) site in Benson, North Carolina. The scope of work includes excavation, removal, and disposal of existing material, installation of aggregate base course and asphalt concrete pavement, removal and replacement of vehicle entry/exit gates with a motorized sliding gate and gate operator, and replacement of fluorescent lighting with LED lighting. The estimated cost magnitude is between $250,000 and $500,000, with a projected period of performance of approximately 35 calendar days. The NAICS code is 237310 - Highway, Street, and Bridge Construction, with a small business set-aside. Proposals must be submitted by email no later than May 15, 2024, at 3:00 PM EDT.

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Other files

File	Type	Posted
QRL RFI Attachment 1.docx	DOCX document	May 14, 2024
697DCK-24-R-00292 Amendment 0001.pdf	PDF	May 14, 2024
697DCK-24-R-00292 QRL ARSR Small Area Parking Lot Pavement.pdf	PDF	Apr 24, 2024
Wage Determination - NC20240090 010524.pdf	PDF	Apr 24, 2024
QRL ARSR Gate Lighting Upgrades and Site Improvements SOW.pdf	PDF	Apr 24, 2024

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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 APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

T OF TRANSPORTAT ION

MER IC

O F

S T AT E S

UN ITED

MEN

AV I AT ION

LAREDEF

TR AT I O

SINI

MDA

REV. DATE DRAWING TITLE

FAA-B710-QRL-SOW 01/2024

PROJECT DRAWINGS

REFERENCE DRAWINGS

QRL-D-ARSR-G001 - 01-31-2024 COVER SHEET/DRAWING INDEX

QRL-D-ARSR-C001 - 01-31-2024 CONSTRUCTION PLAN

QRL-D-ARSR-C002 - 01-31-2024 TYPICAL FENCE DETAILS

QRL-D-ARSR-E001 - 01-31-2024 FENCE AND GATE GROUNDING DETAILS

QRL-D-ARSR-E002 - 01-31-2024 SLIDING GATE AND GATE OPERATOR DETAILS

QRL-D-ARSR-C001 - 09-03-2009 PLOT LAYOUT

DR.FW-E-5141-1B - 03-20-1961 PLOT TOPOGRAPHY

STATEMENT OF WORK

GATE, LIGHTING, AND SIT`E IMPROVEMENTS PROJECT

QRL AIR ROUTE SURVEILLANCE RADAR (ARSR) SITE

11555 NC-`210

Benson, NC 27504

SPECIFICATION DATE TITLE

-0 1 9-11-01

NAL A I RSPACE SYSTEM

DEFENSE PROGRAMS

NAS DEFENSE PROGRAMS

FEDERAL AVIATION ADMINISTRATION

NDP RESOURCE SERVICES

AJW-B710

DRAWING INDEX CONSTRUCTION SPECIFICATION INDEX

GATE, LIGHTING UPGRADE, AND SITE IMPROVEMENTS PROJECT

QRL AIR ROUTE SURVEILLANCE RADAR (ARSR)

11555 NC-210

BENSON, NC 57504

JANUARY 2024

AutoCAD SHX Text

EDM:

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ISSUED FOR:

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QRL-D-ARSR-G001

AutoCAD SHX Text N/A

AutoCAD SHX Text 01/2024

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MANAGER, AJW-B710

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PROGRAM ANALYST, AJW-B710

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VINCENT CASTRO

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JULIO CARRERAS

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BESON

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GATE, LIGHTING UPGRADE, AND SITE IMPROVEMENTS

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COVER SHEET AND SHEET INDEX

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QRL ARSR

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RESOURCE SERVICES

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NDP

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NAS DEFENSE PROGRAMS

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NDP RESROUCE SERVICES

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90% SUBMITTAL - NOT FOR CONSTRUCTION

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DATE JCN

APPROVED BY

ISSUED BY

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DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

GENERAL NOTES:

1. FIELD VERIFY ALL DIMENSIONS, MEASUREMENTS, STRUCTURES, PROJECT BOUNDARIES, AND

LAYOUT BEFORE PROCEEDING WITH THE WORK TO AVOID UNREASONABLE DELAYS TO THE

PROJECT SCHEDULE. INFORMATION CONTAINED WITHIN THESE DRAWINGS WITH REGARD TO

EXISTING CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. ALL

ATTEMPTS HAVE BEEN MADE TO ACCURATELY REPRESENT THE EXISTING BUILDING AND

SURROUNDS PER FAA EXISTING AS-BUILTS AND FIELD VERIFICATION.

2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE

CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS OR

SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE RESIDENT ENGINEER (RE) IN

WRITING. THE RE WILL CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. DO NOT

PERFORM WORK BEFORE VERIFICATION AND AFTER DISCOVERY OF SUCH INCONSISTENCIES

OR AMBIGUITIES WITHOUT THE RE AUTHORIZATION . ANY WORK DONE AFTER DISCOVERY OF

SUCH DISCREPANCIES WITHOUT ENGINEER'S PRIOR AUTHORIZATION WILL BE CONSIDERED TO

BE DONE AT RISK.

3. LOCATE AND PROTECT ALL UTILITIES, LANDSCAPING, TREES, PERMANENT STRUCTURES, AND

ANY OTHER EXISTING INFRASTRUCTURE THAT ARE NOT OF RECORD OR SHOWN ON THE PLANS.

ANY DAMAGES TO PREVIOUSLY MENTIONED ELEMENTS DURING CONSTRUCTION SHALL BE

IMMEDIATELY REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. UNLESS APPROVED

BY THE RE, REPAIRS OR REPLACEMENTS SHALL BE MADE TO A CONDITION EQUAL TO OR

BETTER THAN THE EXISTING AND APPROVED BY THE RE.

4. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR CONSTRUCTION PRIOR TO THE

START OF CONSTRUCTION.

5. DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES. SAFETY DEVICES SHALL CONFORM

TO ALL LOCAL, STATE. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND

REGULATIONS.

6. EXISTING VEHICULAR ACCESS TO THE SITE SHALL BE KEPT IN SERVICES DURING THE COURSE

OF CONSTRUCTION UNLESS OTHERWISE AGREED UPON DURING THE PRE-CONSTRUCTION

CONFERENCE. A PLAN SHOWING THE PROPOSED LOCATIONS OF STAGING, STORAGE OF

MATERIALS, AND VEHICLES ON SITE TO BE SUBMITTED TO THE RE FOR REVIEW, COMMENT,

AND/OR APPROVAL PRIOR TO THE START OF CONSTRUCTION. DUE TO THE LIMITED SPACE ON

SITE, COORDINATE WITH THE RE FOR ADDITIONAL AREAS REQUIRED FOR MATERIAL AND

EQUIPMENT STORAGE.

7. STAGING AND STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE LIMITED TO

THE CONSTRUCTION STAGING AREA. CONSTRUCTION STAGING AND PARKING AREA SHALL BE

DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE. MATERIALS SHALL BE NEATLY

STORED AND PROTECTED AT ALL TIMES. UPON COMPLETION OF WORK, RESTORE AREAS BACK

TO ITS ORIGINAL PRE-CONSTRUCTION CONDITION. THIS SHALL INCLUDE ANY AREAS OUTSIDE

OF THE STAGING AND STORAGE AREAS USED FOR CONSTRUCTION ACTIVITIES AND

MOVEMENTS.

8. PROVIDE SANITARY TOILET FACILITIES WITH WATER FOR THE WORKERS AND RE. ENSURE

FACILITIES ARE PROPERLY SECURE TO WITHSTAND WEATHER AND CONSTRUCTION ACTIVITIES.

9. PROVIDE ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS WITHIN THE AREA

DESIGNATED BY THE RE AT THE PRE-CONSTRUCTION CONFERENCE. THE AREA AROUND THE

DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING

CONSTRUCTION. ALL DEBRIS SHALL BE REMOVED. ANY WASTE THAT CAN ATTRACT WILDLIFE

SHALL BE REMOVED FROM THE SITE DAILY. FAA DUMPSTERS SHALL NOT BE USED.

CONSTRUCTION DEBRIS MUST BE REMOVED DAILY.

10. SHUTDOWN AND CUTOVERS OF ENVIRONMENT AND ELECTRICAL SYSTEMS SHALL BE

PERFORMED BY FAA PERSONNEL, IF NECESSARY FOR CONSTRUCTION ACTIVITIES. ALL

PREPARATORY WORK FOR SHUTDOWN AND CUTOVER SHALL BE SCHEDULED AND

COORDINATED WITH THE RE A MINIMUM OF 30 WORKING DAYS IN ADVANCE.

11. THE CONTRACTOR SHALL PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

TO PREVENT EROSION OR DISPLACEMENT OF SOILS AND DISCHARGE OF SOIL - BEARING

RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. REMOVE

TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AFTER WORK IS COMPLETED AND

SITE IS STABILIZED.

12. SEE REFERENCE DRAWING DR.FW-E-5141-1B (DATED 03-20-1961) FOR PLOT TOPOGRAPHY

INFORMATION.

13. SEE REFERENCE DRAWING QRL-D-ARSR-C001 (DATED 90/03/2009) FOR PLOT LAYOUT

INFORMATION.

SCALE: 1" = 20'

20' 40'020'

PAVEMENT NOTES:

1. ELEVATION DENOTED AS "MATCH" ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.

VERIFY ELEVATIONS AT TIE-INS AND PATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.

2. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY

DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED

TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE RE.

3. REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS NECESSARY TO PROTECT

SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT, SURROUNDING CONDITIONS

TO REMAIN, OR OTHER COMPLETED WORKS.

4. SURFACES AROUND THE FACILITY SHALL BE GRADED SMOOTH TO PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS. MAINTAIN EXISTING DRAINAGE PATTERNS.

5. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH

FINISHED GRADE ELEVATION.

6. FINISHED GRADE SHALL BE SLOPED AT A UNIFORM SLOPE BETWEEN ANY SPOT ELEVATIONS.

7. FINISHED GRADES SHALL MATCH EXISTING GRADES UNLESS OTHERWISE NOTED OR SHOWN

THIS SHEET. IF MATCHING EXISTING GRADES CONFLICT WITH ANY NOTES THIS SHEET

COORDINATE WITH RESIDENT ENGINEER FOR DIRECTION PRIOR TO PERFORMING

CONSTRUCTION ACTIVITIES.

8. SEE THIS SHEET FOR PROPOSED TYPICAL PAVEMENT SECTION DETAIL.

FENCE NOTES:

1. SECURITY FENCE, GATES, AND GROUNDING SHALL MEET REQUIREMENTS SET PER THE FAA ORDER

1600.69C, FEDERAL SPECIFICATION RR-F-191K, FEDERAL SPECIFICATION SHEETS RR-F-191-1E

THROUGH 4E, ASTM F567-07.

2. PROVIDE A TEMPORARY SECURITY FENCE SYSTEM DURING FENCE REPLACEMENT WORK. THE ARSR PROJECT SITE SHALL BE SECURED THROUGH FENCING AT ALL TIMES. REMOVE TEMPORARY FENCING

SYSTEM ONCE FENCE REPLACEMENT WORK HAS COMPLETED.

3. SALVAGE EXISTING SIGNAGE ON EXISTING GATES AND FENCING. MOUNT AND REPLACE SIGNAGE IN ORIGINAL LOCATION AND CONFIGURATION ON NEW FENCE AND GATE SYSTEM AFTER INSTALLATION

HAS COMPLETED OR AS DIRECTED BY THE LOCAL FAA SYSTEM SUPPORT CENTER.

4. SEE DRAWING QRL-D-ARSR-C002 FOR TYPICAL FENCE DETAILS.

5. SEE DRAWING QRL-D-ARSR-E001 FOR FENCE AND GATE GROUNDING DETAILS.

6. SEE DRAWING QRL-D-ARSR-E002 FOR SLIDING GATE AND GATE OPERATOR DETAILS.

CLASS "F" FENCE

TO BE LOCATED 1'

FROM LEASED LINE

LEGEND

PROPOSED NEW ASPHALT PAVEMENT

GRADE TO DRAIN

SAWCUT AND JOINT SEAL

2" NEW ASPHALT CONCRETE PAVEMENT

6" AGGREGATE BASE COURSE

COMPACTED SUBGRADE TO REACH

PROCTOR DENSITY OF 95%

GEOTEXTILE FABRIC

TYPICAL PAVEMENT SECTION

NOT TO SCALE

CONSTRUCTION PLAN

SCALE: 1" = 20'

RADAR

TOWER

ARSR

BUILDING

ANTENNA

TOWER

LEASE LINE

ENGINE

GENERATOR

ROOM

E002

REMOVE, DISPOSE, AND

REPLACE EXISTING 14' WIDE

DOUBLE SWING GATE WITH

10' HIGH FENCE PANEL

MOTORIZED SLIDING GATE

(FIELD VERIFY DIMENSIONS)

E001

INSTALL SLIDING GATE

EXIT LOOPS SENSORS

INSTALL AND MOUNT

REMOTE GATE OPERATOR

INSIDE OF THE ARSR

BUILDING. LOCATION TO BE

SELECTED BY THE FAA

DURING CONSTRUCTION.

REMOVE EXISTING

FENCE AND GATE

SYSTEM. REPLACE

FENCE SYSTEM IN

EXISTING LOCATION

WITH 10-FOOT HIGH

SECURITY FENCING,

TYPICAL.

LOCATE CORNER OF

EXISTING PAVEMENT AT

THIS LOCATION AND PAVE

DIRECTLY NORTH TOWARD

FENCE LINE. MATCH

EXISTING PAVEMENT EDGE

ELEVATION.

SECURITY FENCE

LEASE LINE

INSTALL GATE ENTRY

CONTROL AT THESE

LOCATIONS

SAWCUT EXISTING

PAVEMENT EDGE FOR

BONDING TO NEW

PAVEMENT. SEAL JOINT

PER STATEMENT OF WORK

AFTER NEW PAVEMENT IS

INSTALLED.

MATCH EXISTING

PAVEMENT EDGE

GRADES, TYPICAL.SEE STATEMENT OF WORK

FOR LIGHTING UPGRADES

IN ENGINE GENERATOR

ROOM.

AutoCAD SHX Text

EDM:

AutoCAD SHX Text

ISSUED FOR:

AutoCAD SHX Text

QRL-D-ARSR-C001

AutoCAD SHX Text N/A

AutoCAD SHX Text 01/2024

AutoCAD SHX Text

MANAGER, AJW-B710

AutoCAD SHX Text

PROGRAM ANALYST, AJW-B710

AutoCAD SHX Text

VINCENT CASTRO

AutoCAD SHX Text

JULIO CARRERAS

AutoCAD SHX Text

BENSON

AutoCAD SHX Text

GATE, LIGHTING UPGRADE, AND SITE IMPROVEMENTS

AutoCAD SHX Text

CONSTRUCTION PLAN

AutoCAD SHX Text

QRL ARSR

AutoCAD SHX Text

RESOURCE SERVICES

AutoCAD SHX Text

NDP

AutoCAD SHX Text

NAS DEFENSE PROGRAMS

AutoCAD SHX Text

RESOURCE SERVICES TEAM

AutoCAD SHX Text

90% SUBMITTAL - NOT FOR CONSTRUCTION

AutoCAD SHX Text X

AutoCAD SHX Text N1°47'E-200'

AutoCAD SHX Text N88°13'W-200'

AutoCAD SHX Text S1°47'W-200'

AutoCAD SHX Text S88°13'E-164.3'

AutoCAD SHX Text

30' RIGHT OF WAY

AutoCAD SHX Text

30' RIGHT OF WAY

AutoCAD SHX Text X

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APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

DOUBLE RAIL END

FABRIC

BOTTOM RAIL

CARRIAGE BOLT

ENDS TWISTED AT

LEAST 3 FULL TURNS

TENSION BAND (15" OC MAX

AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

3/8" CARRIAGE

BOLT W/PEENED

THREADS

LINE POST

9-GAGE STEEL

TIE WIRES

(12" OC MAX)

BOTTOM RAIL DETAILS (TOP SIMILAR) BRACE RAIL CLAMP END OR GATE POST LINE POST ATTACHMENTS TOP OR BRACE RAIL ATTACHMENT

TENSION

BAND

TRUSS ROD

(3/8" MIN DIA)

FABRIC

TENSION BAR

TO ENGAGE EACH

FABRIC LINK

TENSION BAR

9-GAGE STEEL TIE WIRES

(2'-0" OC MAX)

FABRIC

GRADE

CLEARANCE BETWEEN FABRIC

AND FINISHED GRADE

WIRE TIES SHOULD

HAVE ALL TWISTED

(SHARP) ENDS

POSITIONED TO

PREVENT EXPOSURE

TO WORKERS

9-GAGE STEEL TIE

WIRE (15" OC MAX

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

LINE POST

1' -0

10'-0" MAX

'-0

5' -0

CHAIN-LINK FENCE ELEVATION

NOT TO SCALE

16" MIN DIA AT

CORNER POST

10'-0" MAX

LINE POSTS TO BE EQUALLY SPACED

10" MIN

DIA @ LINE POST

BARBED-WIRE APRON

ON EXTENSION ARMS

2.875" O.D.

SCHEDULE 80

BRACE RAIL

4.00" O.D.

SCHEDULE 80

CORNER, END,

OR PULL POST

TRUSS ROD

(3/8" MIN DIA)

TIE WIRES

OR CLIPS

(TYP)

TIE WIRES OR

HOG RINGS

(TYP)

1.66" O.D.

SCHEDULE 80

TOP RAIL

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

BOTTOM

OF FABRIC

2.875" O.D.

SCHEDULE 80

LINE POST

(TYP)

1.66" O.D.

SCHEDULE 80

BOTTOM RAIL

1 1/2" MIN TO 2 1/2 MAX

CLEARANCE BETWEEN

FABRIC AND FINISH GRADE

EXTENSION ARM DETAILS

NOT TO SCALE

LINE POST

BOTTOM RAIL

BRACE PANEL DETAIL

NOT TO SCALE

PULL POSTTOP RAIL

TRUSS ROD TRUSS ROD

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

BRACE RAILS

BRACE

RAILS

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET. CORNER POST GATE POSTLINE POST

2" (T

NOTE:

GATE POST EXTENSION

ARM SIMILAR ON GATE

BARBED WIRE (TYP)

1' -1

0" LOCK PIN (TYP)

1' -0

BARBED WIRE

(TYP)

1'-1 0"

7 1 /2"

YP)

35°

LOCK PIN (TYP)

3/8" PLAIN PIN

RIVETED FLUSH (TYP)

1'-0"

1' -0

45°

1'- 6"

(TY

3/8" PLAIN PIN

RIVETED FLUSH (TYP)

4000 PSI CONCRETE

TRUSS ROD AND BAND DETAIL

NOT TO SCALE

TRUSS ROD WITH

ADJUSTABLE TURNBUCKLE

(3/8" MIN DIA)

CAST IN PLACE

CONCRETE

PIER FOUNDATION

O C

F O

3"CC

O C

E M

5' -0

2'-0"Ø

4' -6

#4 REBAR

SPACED

AT 6"

GATE POST FOUNDATION

NOT TO SCALE

GENERAL NOTES:

1. SECURITY FENCE COMPOSITION SHALL MEET THE REQUIREMENTS OF FEDERAL SPECIFICATION

RR-F-191K, FEDERAL SPECIFICATION SHEETS RR-F-F191-E THROUGH 4E, ASTM F567-07, AND

REQUIREMENTS SET FORTH BY FAA ORDER 1600.69C IN ACCORDANCE WITH THE PROJECT

STATEMENT OF WORK. IF ANY DISCREPANCIES ARE FOUND BETWEEN THESE DRAWINGS AND

SPECIFICATIONS PER THE STATEMENT OF WORK, ALERT THE FAA PROJECT REPRESENTATIVE FOR

CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.

AutoCAD SHX Text

EDM:

AutoCAD SHX Text

ISSUED FOR:

AutoCAD SHX Text

QRL-D-ARSR-C002

AutoCAD SHX Text N/A

AutoCAD SHX Text 01/2024

AutoCAD SHX Text

MANAGER, AJW-B710

AutoCAD SHX Text

PROGRAM ANALYST, AJW-B710

AutoCAD SHX Text

VINCENT CASTRO

AutoCAD SHX Text

JULIO CARRERAS

AutoCAD SHX Text

BENSON

AutoCAD SHX Text

GATE, LIGHTING UPGRADE, AND SITE IMPROVEMENTS

AutoCAD SHX Text

TYPICAL FENCE DETAILS

AutoCAD SHX Text

QRL ARSR

AutoCAD SHX Text

AJW-B710

AutoCAD SHX Text

NDP RESOURCE SERVICES

AutoCAD SHX Text

NAS DEFENSE PROGRAMS

AutoCAD SHX Text

RESOURCE SERVICES TEAM

AutoCAD SHX Text

90% SUBMITTAL - NOT FOR CONSTRUCTION

AutoCAD SHX Text X

E$ $T

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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 APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

PLAN

FENCE POST

TENSION WIRE

6 AWG BARE COPPER

CONDUCTOR

TINNED SPLIT BOLT

CONNECTOR AND 6 AWG

(TYP)

EXOTHERMIC WELD

AT BOTH ENDS (TYP)

JUMPER ACROSS

EXPANSION COUPLING

2/0 FLEXIBLE (WELDING)

CABLE EXOTHERMICALLY

WELDED BOTH ENDS

EXPANSION

COUPLING

UL RATED MECHANICAL

CONNECTOR

BARE TINNED COPPER

CONDUCTOR

6 AWG BARE TINNED

COPPER CONDUCTOR

UL RATED MECHANICAL

CONNECTOR

EXOTHERMIC WELD

BOTH ENDS, SEE NOTE 3

3/4" x 10'-0"

COPPER CLAD

STEEL GROUND ROD

4/0 AWG BARE COPPER

STRANDED WIRE (TYPICAL)

1' -0

VERTICAL ARM

GATE OPENING

CHAIN LINK FABRIC

GATE FRAMEFENCE FABRIC (TYP)

3 STRANDS

OF BARBED WIRE

(TYP)

3 HORIZONTAL STRANDS

OF BARBED WIRE ON

VERTICAL ARMS

DRIVE

PARKING

DIRECTION OF SLIDING GATE

CORNER POST GROUNDING DETAIL

NOT TO SCALE

SLIDING GATE

NOT TO SCALE

NOTE: ONLY 2 BAYS SHOWN FOR DRAWING PURPOSES

CHAIN LINK FABRICCHAIN LINK FABRIC

2" X 4"

ALUM

BOTTOM RAIL

2" SQ

ALUM

UPRIGHT

CABLE TRUSS

CABLE

TRUSS

DIA (TYP)

1'-6"

3/4" X 10'

GRD RD (TYP)

4/0 BARE STRANDED

COPPER CONDUCTOR

ENSURE GATE

CAN STILL

OPEN AND CLOSE

4/0 BARE

STRANDED COPPER

CONDUCTOR.

(#6 STRANDED TINNED

COPPER CONDUCTOR

THREAD THROUGH GATE

FABRIC AND MECH

BOND TO GATE UPRIGHTS

LATCH

4" OD POST

4" OD

POST

2" SQ

B/W ARM TYP

2" SQ

ALUM UPRIGHT

POST TOP

TRUCK ASS'Y

(TYP OF 2)

ALUM TRACK/RAIL

2" SQ

ALUM UPRIGHT

2" SQ

ALUM UPRIGHT

GUIDE ROLLER ASS'YTENSION

ROD

GATE WIDTH

3 BAYS OF CHAIN LINK FABRIC

4' -6

" 1' -0

4" N

O M

C L.

ELEVATION

1' -6

2 BAYS OF CHAIN LINK FABRIC

#6 AWG, TYPICAL

4/0 AWG BARE STRANGED

COPPER CONDUCTOR, TYPICAL

GROUND ESTIMATION

BARBED WIRE,

TYPICAL

10'

POLE CONCRETE BASE, TYPICAL SWING GATE AND FENCE

NOT TO SCALE

KEYED NOTES:

LEGEND:

SPLIT BOLT MECHANICAL CONNECTION

EXOTHERMIC WELD

INSTALL 10' x 3/4" COPPER CLAD GROUND ROD AT BOTH GATES POST AND

4/0 AWG BARE STRANGED COPPER CONDUCTOR

EXOTHERMICALLY WELD A 4/0 AWG JUMPER FROM THE GATE FENCE POST

TO THE NEAREST FENCE POST

MECHANICALLY CONNECT OR WELD THE HORIZONTAL #6 AWG CONDUCTOR

TO THE FENCE POST AT ALL CORNERS, GATE POSTS, AND AT INTERVALS

NO GREATER THAN 40 FEET

MECHANICAL BOND EACH STRAND OF BARBED WIRE TO THE FENCE POST

AT ALL CORNERS, GATE POSTS, AND AT INTERVALS NO GREATER THAN 40

FEET

UL LISTED MECHANICAL CONNECTORS

NOTE:

SEE SHEET QHO-ARSR-D-E002 FOR ADDITIONAL SLIDING GATE AND GATE

OPERATOR GROUNDING DETAILS.

A001

AutoCAD SHX Text

EDM:

AutoCAD SHX Text

ISSUED FOR:

AutoCAD SHX Text

QRL-D-ARSR-E001

AutoCAD SHX Text N/A

AutoCAD SHX Text 01/2024

AutoCAD SHX Text

MANAGER, AJW-B710

AutoCAD SHX Text

PROGRAM ANALYST, AJW-B710

AutoCAD SHX Text

VINCENT CASTRO

AutoCAD SHX Text

JULIO CARRERAS

AutoCAD SHX Text

BENSON

AutoCAD SHX Text

GATE, LIGHTING UPGRADE, AND SITE IMPROVEMENTS

AutoCAD SHX Text

FENCE AND GATE GROUNDING DETAILS

AutoCAD SHX Text

QRL ARSR

AutoCAD SHX Text

AJW-B710

AutoCAD SHX Text

NDP RESOURCE SERVICES

AutoCAD SHX Text

NAS DEFENSE PROGRAMS

AutoCAD SHX Text

RESOURCE SERVICES TEAM

AutoCAD SHX Text

90% SUBMITTAL - NOT FOR CONSTRUCTION

AutoCAD SHX Text x

AutoCAD SHX Text

E$ $T

8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

3'-0" 4'-0"

24"X 5'-0" 3000 PSI

CONCRETE PIER

NOT TO SCALEE002

DETAIL- GATE OPERATOR FOUNDATION PLAN

FURNISH AND INSTALL 1"

PVC CONDUIT STUB

FOR GATE OPERATOR

GROUND

3" MIN. CLEARANCE ON

SIDES AND BOTTOM (TYP.)

4'-0" X 3'-0"X18" THICK 3000 PSI

CONCRETE SLAB WITH 3/4" CHAMFER

NOTE 3

NOTE 5

NOTE 6

#4 REBAR 6 PLACES WITH 18"

HOOKS EMBEDDED 18" IN SLAB

AND #4 TIES SPACED 1'-0" O.C.

1" X 18" GRS CONDUIT STUB TO NEW

GATE OPERATOR

NEW CONCRETE PAD

NOTE 2

E002

NOT TO SCALEA001

SLIDING ENTRANCE GATE BONDING AND GROUNDING PLAN

10' HIGH CHAIN LINK FABRIC AND

BARBED WIRE SLIDING GATE

#4/0 BARE COPPER CABLE

EXOTHERMICALLY WELDED

TO EACH GROUND ROD

NOTE 1

6" M

2" MAX

1" GRS CONDUIT

STUB WITH

GROUND

BUSHING

1"X24" SCH 80

PVC CONDUIT

#6 WWF

PLACE AND COMPACT 6" MIN. CA-6 GRAVEL

BASE PRIOR TO PLACING CONCRETE

(PAD AND PIER)

NEW GATE OPERATOR

NOTE 5

OPERATOR SUPPORT

ASSEMBLIES

(TWO PLACES)

NOTE 6

NOTE 4

POWER SOURCE

FROM APPROVED

FAA LOCATION

3/4" DIA. X 10' GROUNDING

ELECTRODE

EXOTHERMIC CONNECTION

OF #6 BARE COPPER

CABLE FROM GROUND

BUSHING TO #2 AWG

GROUND

#4/0 BARE CABLE FROM GROUND ROD

TO CLASS II LIGHTNING PROTECTION

U-BOLT

NOTE 1

#4/0 BARE COPPER CABLE

EXOTHERMICALLY WELDED

TO EACH GROUND ROD

POWER CABLES TO

E/G BUILDING

PLACE AND COMPACT 6" MIN. CA-6 GRAVEL

BASE PRIOR TO PLACING CONCRETE

SHEET NOTES:

1. INSTALL THE NEW #4/0 BARE COPPER CABLE A MINIMUM 24" BELOW GRADE AND CONNECT TO NEW

3/4"X10' GROUND RODS WITH EXOTHERMIC WELDS. INSTALL NEW #4/0 BARE COPPER CABLE FROM EACH NEW GROUND ROD THE EXISTING PERIMETER FENCE COUTERPOISE WITH EXOTHERMIC WELD AND GATE POSTS AS SHOWN WITH CLASS II U-BOLT PIPE CLAMP (TLP, INC. 804/5 OR EQUAL).

2. THE TOP OF THE CONCRETE SHALL BE 1/2" HIGHER THAN THE NEW ASPHALT.

3. CONSTRUCT A NEW 4'-0"L X3'-0"WX18" DEEP GRADE BEAM FOUNDATION FOR THE NEW GATE OPERATOR. THIS WORK INCLUDES ALL RELATED EXCAVATION, BACK FILL, AND ELECTRICAL WORK FOR A COMPLETE INSTALLATION. ADJUST THE LENGTH AND WIDTH OF THE PAD TO MEET THE NEW

GATE OPERATOR DIMENSIONS. IF THE EXISTING PAD CANNOT BE REMOVED, REMOVE THE

FOUNDATION A MINIMUM OF 24" BELOW GRADE AND OFFSET THE NEW PIER FOR THE GRADE BEAM SLAB. WORK INCLUDES ALL RELATED EXCAVATION, AND BACKFILL FOR A COMPLETE INSTALLATION.

4. INSTALL A NEW #2 AWG, TYPE THWN GREEN INSULATED GROUND CONNECTED TO A NEW ¾”X10’

COPPER CLAD GROUND ROD WITH AN EXOTHERMIC WELD.

5. ADJUST THE NEW OPERATOR SO THERE IS A MAXIMUM 2" GAP BETWEEN THE GATE AND PERIMETER

FENCE.

6. THE GATE OPERATOR SUPPORT ASSEMBLY CONSISTS OF 2"X40" GRS PIPE MOUNTED ON A 2" FLOOR FLANGE ANCHORED INTO THE NEW FOUNDATION WITH FOUR (4) 5/8" X 8" EXPANSION BOLTS AND SECURED TO THE OPERATOR WITH TWO (2) STAINLESS STEEL 3/8" U-BOLTS (2 PLACES). VERIFY THIS

ASSEMBLY MEETS THE GATE OPERATOR MANUFACTURER'S INSTALLATION REQUIREMENTS.

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EDM:

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ISSUED FOR:

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QRL-D-ARSR-E002

AutoCAD SHX Text N/A

AutoCAD SHX Text 01/2024

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MANAGER, AJW-B710

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PROGRAM ANALYST, AJW-B710

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VINCENT CASTRO

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JULIO CARRERAS

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BENSON

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GATE, LIGHTING UPGRADE, AND SITE IMPROVEMENTS

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SLIDING GATE AND GATE OPERATOR DETAILS

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QRL ARSR

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AJW-B710

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NDP RESOURCE SERVICES

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NAS DEFENSE PROGRAMS

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RESOURCE SERVICES TEAM

90% SUHMITTAL - NOT FOR CONSTRUCTION

Sheets and Views

QRL-D-ARSR-G001-G001

QRL-D-ARSR-C001-C001

QRL-D-ARSR-C002-E001-E002-C002

QRL-D-ARSR-C002-E001-E002-E001

QRL-D-ARSR-C002-E001-E002-E002

QRL-D-ARSR-C001.pdf

Sheets and Views

QRL-D-ARSR-G001-G001

QRL-D-ARSR-C001-C001

File details come from the government source that posted it. Updated Apr 24, 2024.