QNA ARSR Parking Lot Improvement Project - Drawings.pdf

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DEPARTMENT OF TRANSPORTATION

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REV. DATE DRAWING TITLE

FAA-B710-QNA-SOW 09/2024

PROJECT DRAWINGS

REFERENCE DRAWINGS

QNA-D-ARSR-G001 COVER SHEET/DRAWING INDEX

QNA-D-ARSR-G002 EXISTING CONDITIONS, SITE LAYOUT, AND GENERAL NOTES

QNA-D-ARSR-D001 DEMOLITION PLAN

QNA-D-ARSR-C001 CONSTRUCTION PLAN

QNA-D-ARSR-C002 CONSTRUCTION DETAILS

QNA-ARSR4-G02-01

- 09-20-2024

- 09-20-2024

- 09-20-2024

- 09-20-2024

- 09-20-2024

- 10-03-1996 PLOT LAYOUT

STATEMENT OF WORK

PARKING LOT IMPROVEMENT PROJECT

QNA AIR ROUTE SURVEILLANCE RADAR (ARSR) SITE

89 COUNTY ROAD 12

HALLETTSVILLE, TX 77964

SPECIFICATION DATE TITLE

9-

-0 1 9-11-01

NA

T

IO

NAL A I RSPACE SYSTEM

DEFENSE PROGRAMS

NAS DEFENSE PROGRAMS

FEDERAL AVIATION ADMINISTRATION

NDP RESOURCE SERVICES

AJW-B710

DRAWING INDEX CONSTRUCTION SPECIFICATION INDEX

PARKING LOT IMPROVEMENT PROJECT

QNA AIR ROUTE SURVEILLANCE RADAR (ARSR)

89 COUNTY ROAD 12

HALLETTSVILLE, TX 77964

SEPTEMBER 2024

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HUNTER BITZER

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JULIO CARRERAS

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MORALES

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TX

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PARKING LOT IMPROVEMENT

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COVER SHEET/DRAWING INDEX

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QNA 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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CONTRACT DOCUMENT

EQUIP

BLDG

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

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 AREAS

SURROUNDING THE PROJECT AREA 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 CONTRACTING OFFICER'S

REPRESENTATIVE (COR) IN WRITING. THE COR WILL CORRECT SUCH INCONSISTENCIES OR

AMBIGUITIES IN WRITING. DO NOT PERFORM WORK BEFORE VERIFICATION AND AFTER

DISCOVERY OF SUCH INCONSISTENCIES OR AMBIGUITIES WITHOUT THE COR AUTHORIZATION .

ANY WORK DONE AFTER DISCOVERY OF SUCH DISCREPANCIES WITHOUT REPRESENTATIVE'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 COR, REPAIRS OR REPLACEMENTS SHALL BE MADE TO A CONDITION EQUAL TO OR

BETTER THAN THE EXISTING AND APPROVED BY THE COR.

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 COR FOR REVIEW, COMMENT,

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

SITE, COORDINATE WITH THE COR 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 COR. 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 COR 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 COR 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 QNA-ARSR4-G02-01 (DATED 10/03/1996) FOR PLOT LAYOUT

INFORMATION.

EXISTING CONDITIONS AND SITE LAYOUT PLAN

SCALE: 1" = 50'

SECURITY FENCE

LEGEND

50' 0 50' 100'

SCALE: 1" = 50'

LEASE LINE

ABBREVIATION LEGEND

CONCRETECONC.

SCHEDULESCH

AIR CONDITIONING UNITACU

EQUIPMENTEQUIP

BUILDINGBLDG

TYPICALTYP.

RIGID STEEL CONDUITGRC

POLYVINYL CHLORIDEPVC

FEDERAL AVIATION ADMINISTRATIONFAA

COMPANYCO.

RADIUS

PP ELECTRIC POWER

T TELCO LINE

SANITARY SEWER

W WATER

UNDERGROUNDU/G

GALVANIZEDGALV

PORTLAND CONCRETE CEMENTPCC

GALLONGAL

ELECTRICELEC.

R

ELEVATIONELEV.

MEAN SEA LEVELMSL

20' CLEAR ZONE OUTSIDE

ENTIRE PERIMETER

OF FENCE

CENTER LINE OF SITE

AND 75' TOWER

FINISH

FLOOR

ELEV.

250.5

(TYPICAL)

AIR FORCE ANTENNA POLES

70' ABOVE GROUND

(TYP. 8 PLACES)

AC

C

ES

S

R O

AD

'R

2.

'R

WATER WELL

1" COPPER

1" PVC COATED

GALV. RSC

CONSTRUCTED 7' HIGH

CHAIN LINK FENCE

WITH 3 STRANDS OF

BARBED WIRE ON TOP

PROPERTY LINE

LOAD BANK PAD

2000 GAL DIESEL

FUEL TANK PAD

CABLE SUPPORTS

STAIRWAY BASE

FOUNDATION

2-4" PVC COATED

GALVANIZED RSC

16' GATE

EQUIP PAD

2-4" PVC SCH 40

IN CONC. DUCT BANK

CAPPED AT PROPERTY LINE

8" P

C C

GROUND RODS

SURFACE AREA BOUNDED BY

SECURITY FENCE COVERED

WITH 6" CRUSHED STONE

ON GEOTEXTILE FABRIC

0.

S

0'

" E

500.00' N 61 18'52" E

0.

N

'5 8"

W

500.00' S 61 18'52" W

SEPTIC

DRAIN FIELD

MSL

30' CLEAR ZONE INSIDE

ACU PAD

SEPTIC TANK (1000 GALLONS)

ELECTRIC CO.

TRANSFORMER PAD

INCOMING ELEC. CO.

U/G POWER SERVICE

PR

O

PE

R

TY

L

IN

E

4" SCH 40 PVC

SERVICE

ENTRY

SWITCH

PAD

WATER VALVE

LAND OWNER WATER BOX

1" COPPER WATER LINE

128' 142'

100'

0'

10'

PARKING

AREA

8" PCC

8'

20' 30'

130'

LAMP

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MANAGER, AJW-B710

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PROGRAM ENGINEER, AJW-B710

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HUNTER BITZER

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JULIO CARRERAS

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MORALES

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TX

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PARKING LOT IMPROVEMENT

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EXISTING CONDITIONS, SITE LAYOUT, AND

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GENERAL NOTES

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QNA ARSR

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RESOURCE SERVICES

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NDP

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NAS DEFENSE PROGRAMS

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RESOURCE SERVICES TEAM

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CONTRACT DOCUMENT

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

SHEET NOTES:

1. CONTRACTORS SHALL SURVEY EXISTING PAVEMENT LAYOUT PRIOR TO DEMOLITION

OPERATIONS. CONFIRM PAVEMENT DEMOLITION LIMITS WITH COR PRIOR TO DEMOLITION AND

EXCAVATION OPERATIONS.

2. CALL UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO EXECUTING

DIGGING/EXCAVATION OPERATIONS.

3. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY BASE AND SUBBASE

MATERIAL PRESENT.

4. RESTORE ANY MONUMENTATION AND/OR BENCHMARKS THAT ARE DISTURBED OR DESTROYED

BY DEMOLITION OR CONSTRUCTION OPERATIONS. SUCH POINTS SHALL BE REFERENCED AND

REPLACED WITH APPROPRIATE MONUMENATION BY A LICENSED SURVEYOR.

5. SEE REFERENCE DRAWING QNA-D-ARSR-G002 SITE PLAN FOR EXISTING PROJECT SITE

INFORMATION.

6. SEE SHEET QNA-D-ARSR-C001 FOR CONSTRUCTION PLAN.

LEGEND

DEMOLITION PLAN

SCALE: 1" = 50'

SECURITY FENCE

LEASE LINE

CONCRETE EXCAVATION AND

REMOVAL

REMOVE AND DISPOSE

EIGHT EXISTING

UNUSED POLES AND

GUY-WIRES

REMOVE AND DISPOSE

EIGHT EXISTING

UNUSED POLES AND

GUY-WIRES

REMOVE AND DISPOSE

EIGHT EXISTING

UNUSED POLES AND

GUY-WIRES

REMOVE NINE

CONCRETE PADS

IN PARKING AREA

(FIELD VERIFY)

50' 0 50' 100'

SCALE: 1" = 50'

PP ELECTRIC POWER

T TELCO LINE

SANITARY SEWER

W WATER

ABBREVIATION LEGEND

EQUIPMENTEQUIP

BUILDINGBLDG

REMOVE AND DISPOSE

OF EXISTING SWING

GATE AND PREPARE FOR

NEW POWERED GATE

LIMITS OF EXCAVATION AND

DEMOLITION AREA AT LAST

CRACKED CONCRETE PAD

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ISSUED FOR:

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AutoCAD SHX Text 09/2024

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MANAGER, AJW-B710

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PROGRAM ENGINEER, AJW-B710

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HUNTER BITZER

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JULIO CARRERAS

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MORALES

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TX

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PARKING LOT IMPROVEMENT

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DEMOLITION PLAN

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QNA ARSR

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RESOURCE SERVICES

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NDP

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NAS DEFENSE PROGRAMS

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RESOURCE SERVICES TEAM

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CONTRACT DOCUMENT

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

SHEET 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. SURFACES AROUND THE FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY

FROM BUILDINGS AND PAVEMENTS.

4. 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.

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. IF MATCHING

EXISTING GRADES CONFLICT WITH ANY NOTES ON THIS SHEET COORDINATE WITH RESIDENT

ENGINEER FOR DIRECTION PRIOR TO PERFORMING CONSTRUCTION ACTIVITIES.

8. THE MAXIMUM ACCEPTABLE GAP UNDER FENCING FROM FIRM GROUND IS 2 INCHES. THE

MAXIMUM ACCEPTABLE GAP UNDER A GATE FROM FIRM GROUND IS 4 INCHES.

9. FILL MATERIALS SHALL NOT BE PLACED ON FROZEN SOILS, ON FROST-HEAVED SOILS; AND/OR

ON EXCESSIVELY WET SOILS. BORROW FILL MATERIALS SHOULD NOT CONTAIN FROZEN

MATERIALS AT THE TIME OF PLACEMENT, AND ALL FROZEN OR FROST-HEAVED SOILS SHOULD

BE REMOVED PRIOR TO PLACEMENT OF STRUCTURAL FILL OR OTHER FILL SOILS AND

AGGREGATES. EXCESSIVELY WET SOILS OR AGGREGATES SHOULD BE SACRIFICED, AERATED,

AND MOISTURE CONDITIONED.

10. SEE TYPICAL PAVEMENT SECTION THIS SHEET FOR PROPOSED PAVEMENT SECTION

INFORMATION. ADDITIONAL PAVEMENT SECTION DETAILS CAN BE FOUND IN THE PROJECT

STATEMENT OF WORK.

LEGEND

GRADE TO DRAIN

CONSTRUCTION PLAN

SCALE: 1" = 50'

SECURITY FENCE

LEASE LINE

PROPOSED NEW CONCRETE PAVEMENT

50' 0 50' 100'

SCALE: 1" = 50'

NEW POWERED

VERTICAL PIVOT GATE

INSTALL NEW GATE KEYPAD ENTRY

CONFIRM LOCATION WITH COR

2 CONDUITS FOR

GATE POWER AND

CONTROL

ELECTRIC GATE POWER LINE

MATCH EXISTING GRADES

AT NEW PAVEMENT

LOCATION AND NORTHERN

PAVEMENT LIMITS, TYPICAL

FOLLOW EXISTING

PAVEMENT EDGE

APPROXIMATELY 24-36"

FROM EXISTING ROAD

EDGE

ABBREVIATION LEGEND

EQUIPMENTEQUIP

BUILDINGBLDG

PP ELECTRIC POWER

T TELCO LINE

SANITARY SEWER

W WATER

INSTALL NEW GATE KEYPAD EXIT

CONFIRM LOCATION WITH COR

C002

C002

SEE TYPICAL

TRENCH SECTIONS

BOTH IN

PAVEMENT AND IN

EXISTING GROUND

CONDITIONS ON

SHEET C002

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QNA-D-ARSR-C001

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AutoCAD SHX Text 09/2024

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MANAGER, AJW-B710

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PROGRAM ENGINEER, AJW-B710

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HUNTER BITZER

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JULIO CARRERAS

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MORALES

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TX

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PARKING LOT IMPROVEMENT

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CONSTRUCTION PLAN

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QNA ARSR

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RESOURCE SERVICES

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NDP

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NAS DEFENSE PROGRAMS

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RESOURCE SERVICES TEAM

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CONTRACT DOCUMENT

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SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

8" CONCRETE PAVEMENT

6" AGGREGATE BASE COURSE

FILL MATERIAL COMPACTED TO REACH

PROCTOR DENSITY OF 95% PER ASTM D698

TYPICAL PAVEMENT SECTION

NOT TO SCALE

50' 0 50' 100'

SCALE: 1" = 50'

CONSTRUCTION JOINT

NOT TO SCALE

1/2" DEEP X 1/2" WIDE HOT

POURED RUBBER TYPE

JOINT SEALING COMPOUND

(TYPICAL ALL PCC JOINTS)6X6, D5 X D5

WELDED WIRE FABRIC

3/4" X 24" SMOOTH

DOWEL AT 18" OC

PAINT/OIL 1/2 LENGTH

CONSTRUCTION JOINT

NOT TO SCALE

1/2" X 1/2"

6X6, D5 X D5

WELDED WIRE FABRIC

INITIAL SAW CUT

2" DEEP X 1/8" WIDE

8" OR MATCH CONCRETE SECTION

FLOWABLE FILL

PAVEMENT SECTION

SEAL JOINT BETWEEN

CONCRETE PATCH AND

EXISTING, TYPICAL

AS NEEDED

4' DEEP

3' COMMON EARTH FILL

WARNING TAPE

1' UTILITY SAND BEDDING

EXISTING GROUND SECTION

AS NEEDED

4' DEEP

TRENCHING SCOPE:

1. DEMOLITION

- LOCATE AND PROTECT EXISTING UTILITIES AND INFRASTRUCTURE TO REMAIN

- TEMPORARILY DISCONNECT CHAIN LINK FENCING SYSTEM TO ALLOW ROOM TO WORK

- EXCAVATE UTILITY TRENCH TO ALLOW FOR NEW UTILITY INSTALLATION

- REMOVE AND DISPOSE OF MATERIAL INSIDE TRENCH

2. RESTORATION

- RESTORE TRENCH AS TRENCH ASSUMED SECTIONS SHOW

NOTE:

PREVENT FLOWABLE FILL FROM

ENTERING MAHOLES/INLETS AND

DRAINAGE STRUCTURES

TYPICAL TRENCH SECTIONS

NOT TO SCALE

C001

C001

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ISSUED FOR:

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QNA-D-ARSR-C002

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AutoCAD SHX Text 09/2024

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MANAGER, AJW-B710

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PROGRAM ENGINEER, AJW-B710

AutoCAD SHX Text

HUNTER BITZER

AutoCAD SHX Text

JULIO CARRERAS

AutoCAD SHX Text

MORALES

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TX

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PARKING LOT IMPROVEMENT

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CONSTRUCTION DETAILS

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QNA ARSR

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RESOURCE SERVICES

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NDP

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NAS DEFENSE PROGRAMS

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RESOURCE SERVICES TEAM

CONTRACT DOCUMENT

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Jyg o r(��iJLJE C Rvf8: J

SITE PLAN

SCALE 1 '' = JO'

TOWER SITE INFORMATION

LATITUDE: 29 20' 29" N

LONGITUDE: 96 52' 19" W ELEVATION OF TOWER BASE: 250 5 MSL TOWER HEIGHT; 75'

(COORDINATES BASED ON 7983 NAO)

2 CONTRACTOR IS RESPONSIBLE FOR FINAL DRESS UP OF SITE PLOT

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6 FINISH Fl OOR ELEVATION ANO TOP OF TOWE.'< PIERS IS 250 5 FEET (MSL)

\0 s=cURITY fTNC[ IS GROUND[D AT LOCATIONS I11DICAT[O ON Tlll' DR/\WING AND AS C-1:T;\ILED ON ClRAWING Q�IA-ARSR4-GIO-C1

1 l SOIL BORINGS ARE INDICATED BY 4'J LOG OF BORINGS ARE INCLUDED IN THE SPfflf"ICAIIONS AS Al IACHMt.NI A-4

12 PI\INTED PARKING STRIPES ON P1WfMENT 4" WIDE, l.ONG AND 10' O C

13 POWER A�D TH.CO CONDUITS HI\VE A MINIMUM SEl'ARATION OF 2'

I\IOTES:

1 FOR BUILDING /I.ND TOWER GROUNDING PLAN AND DETAILS SEE DRAWING

QNA-ARSR4-E15-03 ,ONA-ARSR4-E06-01 AND QNA-ARSR4-E14-01

2 SEE DRAWING QNA-ARSR4-G12-01 FOR MISCELLANEOUS SITE DETAILS AND

DRAWING QNA-ARSR4-G05-01 FOR L TILITY DETAILS

3 FOR ELECTRICAL ENTRANCE SWITCH DETAILS SEE DRt,WING QNA-ARSR4-E05-01

4 FOR ANTDJNA POLE DETAILS SEE DRAWING QNA-ARSR4-G06-01

5 FOR DETAILS ON INSTALLATION OF 2,000 GALLON DIESEL FUEL TANK SEE

DRAWING QNA-ARS'.<4-M1 3-01

6 SEE DRAWINGS QNA-ARSR4-S01-0t AND QNA-ARSR4-S02-01 FOR TOWER /\ND ST/\IRW/l.Y ENCLOSURE FOUNDATIONS

7 SEE DRAWINGS QNA-ARSR4-S03-02 AND QNA-ARSR4-S04-01 FOR

OUILOING AND [QUIPM[NT PAD FOUNDATIONS

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION �

FORT WQRTl-l, TEXAS N

ARSR-4

AIR ROUTE SURVEILLANCE RADAR ARSR-4 Iv

_ SITE PLAN

MORALES

suB""''° ORIGINAL SIGNED RY

FRED H, WILLIAMS

TEXAS o-�

FOR REFERENCE ONLY