QZA ARSR Parking Lot Improvement Project - Drawings.pdf

PDF 1 MB Posted Mar 27, 2025

Attached to: QZA Parking Lot Replacement Federal contract opportunity
Solicitation number: 697DCK-25-R-00185
Issued by: Department of Transportation Federal Aviation Administration Southwestern Region

About this file

Written by GovTribe AI · Mar 27, 2025

These documents are technical drawings for the QZA Air Route Surveillance Radar (ARSR) Parking Lot Improvement Project located at 1879 Welhausen Road in Oilton, Texas. The project involves comprehensive parking lot renovation, including demolition of existing pavement, excavation, installation of new asphalt pavement, utility trenching, and infrastructure modifications. The drawings detail site layout, demolition plan, construction plan, and typical construction sections, specifying precise measurements for pavement sections, utility installations, and site grading.

Key technical specifications include installing a new 2" asphalt pavement section with an 8" flowable fill base, sawcutting existing pavement, utility trenching with warning tape and sand bedding, and maintaining existing site infrastructure like security fencing, antenna poles, and underground utilities. The project drawings are dated September 2024 and prepared by the Federal Aviation Administration's NAS Defense Programs, with engineering work by Hunter Bitzer and management by Julio Carreras, indicating a structured approach to this infrastructure improvement project.

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Other files for this federal contract opportunity

Other files attached to QZA Parking Lot Replacement, newest first.
File	Type	Posted
697DCK-25-R-00185 0001.pdf	PDF	Apr 23, 2025
RFI Site Visit Attendance - QZA Parking Lot Replacement.pdf	PDF	Apr 23, 2025
RFIs - 697DCK-25-R-00185 QZA Parking Lot FINAL.pdf	PDF	Apr 23, 2025
QZA ARSR Parking Lot Improvement Project - SOW.pdf	PDF	Mar 27, 2025
697DCK-25-R-00185.pdf	PDF	Mar 27, 2025
Wage Determination - TX20250003 010325.pdf	PDF	Mar 27, 2025

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DATE JCN

APPROVED BY

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CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

T OF TRANSPORTATION

MERIC

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-QZA-SOW 07/2024

PROJECT DRAWINGS

REFERENCE DRAWINGS

QZA-D-ARSR-G001 - 09-20-2024 COVER SHEET/DRAWING INDEX

QZA-D-ARSR-G002 - 09-20-2024 EXISTING CONDITIONS, SITE LAYOUT, AND GENERAL NOTES

QZA-D-ARSR-D001 - 09-20-2024 DEMOLITION PLAN

QZA-D-ARSR-C001 - 09-20-2024 CONSTRUCTION PLAN

QZA-D-ARSR-C002 - 09-20-2024 CONSTRUCTION DETAILS

OILTON-ARSR4-G03-01 - 11-15-1991 PLOT LAYOUT

STATEMENT OF WORK

PARKING LOT IMPROVEMENT PROJECT

QZA AIR ROUTE SURVEILLANCE RADAR (ARSR) SITE

1879 WELHAUSEN ROAD

OILTON, TX 78371

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

PARKING LOT IMPROVEMENT PROJECT

QZA AIR ROUTE SURVEILLANCE RADAR (ARSR)

1879 WELHAUSEN ROAD

OILTON, TX 78371

SEPTEMBER 2024

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MANAGER, AJW-B710

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HUNTER BITZER

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JULIO CARRERAS

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OILTON

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PARKING LOT IMPROVEMENT

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QZA ARSR

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RESOURCE SERVICES

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CONTRACT DOCUMENT

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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 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 RE 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 OILTON-ARSR4-G03-01 (DATED 11/15/1991) FOR PLOT LAYOUT

INFORMATION.

SCALE: 1" = 20'

20' 40'020'

EXISTING CONDITIONS AND SITE LAYOUT PLAN

SCALE: 1" = 20'

SECURITY FENCE

LEGEND

EXISTING

ANTENNA

EXISTING

WATER WELL

PUMP

EXISTING

POWER COMPANY

TRANSFORMER POLE

EXISTING

ANTENNA POLE

(TYP. 4)EXISTING

FAA TERMINAL

POLE

VALVE

EXISTING SEWAGE

TREATMENT UNIT

EXISTING

FILTER

UNIT

EXISTING

SEWER LINE

55' ANTENNA POLE

(46' ABOVE FINISH

GRADE)(TYP. 9 PLACES)

3/4" COPPER

CONCRETE

WALK

CABLE

SUPPORTS

CL FOR 50' TOWER

LOG

PERIODIC

POLE

6" THICK CRUSHED

STONE ON GEOTEXTILE

FABRIC

4-4" COND.

2" THK. HMAC

PARKING AREA

TWO 4" GRC

DUCT BANKS TO

SERVICE DISCONNECT

SWITCH

METER PEDESTAL

TWO 4" PVC DUCT BANK

CONDUITS FOR TELCO -

EXTEND SOUTHEAST END

UP WITH SWEEP ELBOW

AND END 4" ABOVE

FINISHED FLOOR.

CAP BOTH ENDS.

TRANSFORMER

PAD MOUNT

FAA SERVICE

SAFETY PAD

2" THICK HMAC

ARSR-4 ACCESS

ROAD

EXISTING

ASPHALT DRIVEWAY

DIP POLE INSTALLED

COND.

A/C PAD

2-1 1/2"

AND CABLE

SUPPORTS

LOAD BANK AND

HEAT EXCHANGE PAD

4" C.I.P.

CLEAN OUT

UNDERGROUND

SEPTIC TANK

4" PVCBY POWER COMPANY

EXISTING

WATER LINE

ABOVE GROUND DIESEL

TANK FOUNDATION

22'0" 17'0"

32'-0"

4" PVC GATE POWER

AND SIGNAL CONDUIT

POWER LINE

3/4" COPPER WATER LINE

4" PVC SEWAGE LINE

ABBREVIATION LEGEND

CONDUITCOND.

CAST IN PLACEC.I.P.

AIR CONDITIONERA/C

THICKTHK.

HOT MIX ASPHALT CONCRETEHMAC

TYPICALTYP.

GALVANIZED RIGID CONDUITGRC

POLYVINYL CHLORIDEPVC

FEDERAL AVIATION ADMINISTRATIONFAA

AIR ROUTE SURVEILLANCE RADARARSR

CL CENTER LINE

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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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OILTON

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PARKING LOT IMPROVEMENT

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EXISTING CONDITIONS, SITE LAYOUT, AND

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QZA ARSR

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DEPARTMENT OF TRANSPORTATION

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DATE DESCRIPTION JCN REDLINE

DATE APVD

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. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH, EXISTING PAVEMENT

EDGE SHALL BE SAWCUT IN LOCATION(S) SHOWN TO PROVIDE A CLEAN EDGE FOR

CONSTRUCTION OF PROPOSED PAVEMENT.

5. 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.

6. SEE REFERENCE DRAWING QZA-D-ARSR-G002 SITE PLAN FOR EXISTING PAVEMENT

INFORMATION.

7. SEE SHEET QZA-D-ARSR-C001 FOR CONSTRUCTION PLAN.

SCALE: 1" = 20'

20' 40'020'

LEGEND

SAWCUT

DEMOLITION PLAN

SCALE: 1" = 20'

SECURITY FENCE

MODIFY AND REMOVE

FENCE TO ACCOMODATE

20-FOOT SLIDING

POWERED GATE

3/4-INCH GRIND AND OVERLAY

STRIPPING, GRUBBING, AND EXCAVATION

FOR PROPOSED PAVEMENT SECTION

REMOVE TWO EXISTING

CONCRETE BUMPS. OLD

BOLLARD LOCATIONS.

PREPARE TO EDGE OF

ROAD

UTILITY TRENCHING

GRIND APPROXIMATELY

3/4" OF PAVEMENT OFF

EXISTING PARKING AREA

SAWCUT ASPHALT FOR

NEW GATE POWER LINE

CONFIRM LOCATION

WITH COR IN FIELD

IDENTIFY LIMITS WITH

COR IN THE FIELD

DURING CONSTRUCTION

4" PVC GATE POWER

AND SIGNAL CONDUIT

POWER LINE

3/4" COPPER WATER LINE

4" PVC SEWAGE LINE

PROTECT FENCE

TO REMAIN

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DEPARTMENT OF TRANSPORTATION

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DATE DESCRIPTION JCN REDLINE

DATE APVD

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 COR.

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.

SCALE: 1" = 20'

20' 40'020'

LEGEND

GRADE TO DRAIN

CONSTRUCTION PLAN

SCALE: 1" = 20'

SECURITY FENCE

PROPOSED NEW ASPHALT PAVEMENT

INSTALL NEW POWERED

VERTICAL PIVOT GATE

INSTALL NEW KEYPAD ENTRY

CONFIRM LOCATION WITH COR

NEWLY RUN ELECTRIC FOR

POWERED GATE

PAVE TO EDGE OF ROAD

PROPOSED GRIND AND OVERLAY

MATCH EXISTING GRADES

AT NEW PAVEMENT AND

PAVEMENT RESTORATION

MATCH EXISTING GRADES

AT NEW PAVEMENT AND

EXISTING ROAD

4" PVC GATE POWER

AND SIGNAL CONDUIT

POWER LINE

3/4" COPPER WATER LINE

4" PVC SEWAGE LINE

C002

INSTALL NEW KEYPAD EXIT

CONFIRM LOCATION WITH COR

PROTECT FENCE

TO REMAIN

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MANAGER, AJW-B710

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CONSTRUCTION PLAN

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DEPARTMENT OF TRANSPORTATION

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DATE DESCRIPTION JCN REDLINE

DATE APVD

2" HOT MIX ASPHALT CONCRETE PAVEMENT

8" BASE COURSE

COMPACTED SUBGRADE TO REACH

PROCTOR DENSITY OF 95% PER ASTM D698

TYPICAL PAVEMENT SECTION

NOT TO SCALE

2" OR MATCH ASPHALT SECTION

ASPHALT BASE COURSE 8"

FLOWABLE FILL

EXISTING GROUND SECTION

SEAL JOINT BETWEEN

CONCRETE PATCH AND

EXISTING, TYPICAL

AS NEEDED

4' DEEP

3' COMMON EARTH FILL

WARNING TAPE

1' UTILITY SAND BEDDING

TYPICAL TRENCH SECTIONS

NOT TO SCALE

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

- SAW CUT EXISTING ASPHALT FOR UTILITY TRENCH

- REMOVE AND DISPOSE OF MATERIAL INSIDE TRENCH

2. RESTORATION

- RESTORE TRENCH AS TRENCH ASSUMED SECTIONS SHOW

- SEAL JOINT BETWEEN OLD AND NEW ASPHALT WHERE APPLICABLE

TYPICAL ACCESS ROAD SECTION

NOT TO SCALE

C001

ABBREVIATION LEGEND

SOUTHWESTSW

NORTHEASTNE

CENTER LINE℄

℄SW NE

SMOOTH RIDING CONNECTION

NOT TO SCALE

C001

GRIND AND

OVERLAY AREA

APPLY TACK COAT TO EDGE

OF EXISTING PAVEMENT,

TYPICAL

EXISTING BASE COURSE

95% MINIMUM COMPACTED

SUBGRADE

NEW ASPHALT PAVEMENT

SEE TYPICAL PAVEMENT

SECTION

NEW AGGREGATE BASE

COURSE

EXISTING ASPHALT PAVEMENT

GEOTEXTILE FABRIC

CATCH EXISTING

GRADE 25% SLOPE

TYPICAL

NOTE:

SEE TYPICAL PAVEMENT

SECTION FOR SECTION

DETAILS

GRADE

TO DRAIN

EXTEND BASE OUT

1'-0" FOR ACCESS

ROAD SECTION

ONLY. GRADE TO

DRAIN, TYPICAL.

PAVEMENT SECTION

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MANAGER, AJW-B710

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PROGRAM ENGINEER, AJW-B710

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CONSTRUCTION DETAILS

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REMOVE 20' OF EXIST1NG

SECTION OF FENCE

USE EXISTING FENCE

AND 14' GATE

NOTES

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-x-

4" PVC CATE POWER AND SIGNAL CONLlUII f"'OWFR LINE

- [XIS r1NG FrnCE (ALL TYP[S)

SlCUISIIY H:.NCE. TO BE l�JSTALLED

- 3/1" GAff VAi VF IN CONC"ET[ DOX Wllll Cl COVLII �-------------=------l

_R��ACE FUEL FON,

FEDERAL AV!ATION

AIR ROUlt. SUINLILL1\NCE RADAR

SITE PLAN

(LAREDO 11 XA':,

BY ORIGINAL SIGNED--8-(

G.R. WVUIA

MANAGEROFBRANG_H__,_ ��50

OAT, 1 �- .. -

REF. DWG OILTON-ARSR4-G03

FOR REFERENCE ONLY

QZA-D-ARSR-G001.pdf

QZA-D-ARSR-G002.pdf

Sheets and Views

G002

QZA-D-ARSR-D001.pdf

Sheets and Views

D001

QZA-D-ARSR-C001.pdf

Sheets and Views

C001

QZA-D-ARSR-C002.pdf

Sheets and Views

C002

File details come from the government source that posted it. Updated Mar 27, 2025.