QXS ARSR Access Rd Prkg Lot Rehab Project - DWGs (Final).pdf

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DEPARTMENT OF TRANSPORTATION

REV APPROVED

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DATE APVD

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REV. DATE DRAWING TITLE

FAA-B710-QXS-SOW 05-01-2023

PROJECT DRAWINGS

REFERENCE DRAWINGS

QXS-ARSR-NDP-G001 - 05-01-2023 COVER SHEET/DRAWING INDEX

QXS-ARSR-NDP-G002 - 05-01-2023 EXISTING CONDITIONS, SITE LAYOUT PLAN, AND GENERAL NOTES

QXS-ARSR-NDP-D001 - 05-01-2023 EXISTING PAVEMENT REMOVAL PLAN

QXS-ARSR-NDP-C001 - 05-01-2023 PROPOSED PAVEMENT REHABILITATION PLAN

QXS-ARSR-NDP-C002 - 05-01-2023 PROPOSED PAVEMENT DETAILS

DR.SW-E-5326-2 - 09-13-1961 PLOT TOPOGRAPHY

QXS-D-ARSR-C002 A 01-29-2007 SITE PLAN

STATEMENT OF WORK

ACCESS ROAD AND PARKING LOT RECONSTRUCTION PROJECT

QXS AIR ROUTE SURVEILLANCE RADAR (ARSR) SITE

Radar Rd Andrews, TX 79714

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

VICINITY MAP

ACCESS ROAD AND PARKING LOT REHABILITATION PROJECT

QXS AIR ROUTE SURVEILLANCE RADAR (ARSR)

RADAR RD

ANDREWS, TX 79714

MAY 2023

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EDM:

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ISSUED FOR:

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QXS-ARSR-NDP-G001

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AutoCAD SHX Text 05/01/2023

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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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ANDREWS

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TX

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ACCESS ROAD AND PARKING LOT REHABILITATION

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COVER SHEET AND

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SHEET INDEX

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QXS 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

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SCALE IN MILES

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ODESSA

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MIDLAND

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GOLDSMITH

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PLANT

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ANDREWS

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SHAFTER

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LAKE

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SEMINOLE

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U.S. HWY 180

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STATE HWY 115

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U.S. HWY 80

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ARSR SITE

PUMP HOUSE

DIRECT BURIAL CABLE

SECONDARY SERV. IN

3.5" STEEL CONDUIT

UNDER ROADWAY

TELCO BULDING

POLE

POLE

POLE

ENTRY

ARSR BLDG

RML TOWER

FOUNDATION

CONC ENCASED

CABLE DUCTS

AND MANHOLES

RADOME

PERIMETER

CATWALK

75' TOWER

FOUNDATION

FUEL TANK

DRAIN FIELD

ABANDONED/BACK FILLED

SANITARY

SEWER

POWER POLE

R

AD

AR

R

D R

AD

AR

R D

R

AD

AR

R

D

EXISTING

FENCE,

TYPICAL

PERSONNEL GATE

ACCESS ROAD

PARKING

AREA

SINGLE CANTILEVER SLIDING

GATE 13'-0" OPENING

10 PANELS 3' x 64'

9 PANELS 3' x 57'

750 GALLON CONCRETE

TANK WITH 2 RISERS

POWER POLE

CLEANOUT,

TYPICAL

UNDERGROUND

POWER

BOLLARDS, TYPICAL

APPROXIMATE

LOCATION OF

ABANDONED

CABLES (4

TOTAL) 18"-20"

DEEP

SOUTH

ACCESS

SWING GATE

9'-0" WIDE

IRRIGATION

LINES

SCATTERED

ALONG TREE

LINE, TYPICAL

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APPROVED 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

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

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.SW-E-5626-2 PLOT TOPOGRAPHY FOR FAA PROPERTY

INFORMATION.

13. SEE REFERENCE DRAWING QXS-D-ARSR-C002 SITE PLAN FOR EXISTING PAVEMENT

INFORMATION.

14. SEE SHEET QXS-ARSR-NDP-D001 FOR EXISTING PAVEMENT DEMOLITION PLAN.

15. SEE SHEET QXS-ARSR-NDP-C001 FOR PROPOSED PAVEMENT RECONSTRUCTION PLAN.

16. SEE SHEET QXS-ARSR-NDP-C002 FOR PROPOSED PAVEMENT DETAILS.

EXISTING CONDITIONS AND SITE LAYOUT PLAN

SCALE: 1" = 30'

SCALE: 1" = 30'

30' 60'030'

POTENTIAL

STAGING AREA

SEE GENERAL

NOTE 7 THIS

SHEET.

SITE DATA:

LATITUDE: 32°33'15.0"N

LONGITDE: 102°25'40.0"W

OWNER: FEDERAL AVIATION ADMINISTRATION

SSC MANAGER: ALEX MATA, WCS34-MAF (432-260-3151)

SITE CONTACT: MATTHEW NETHKEN, WCS34-MAF (432-413-3624)

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EDM:

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ISSUED FOR:

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QXS-ARSR-NDP-G002

AutoCAD SHX Text N/A

AutoCAD SHX Text 05/01/2023

AutoCAD SHX Text

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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ANDREWS

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TX

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ACCESS ROAD AND PARKING LOT REHABILITATION

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EXISTING CONDITIONS, SITE LAYOUT PLAN,

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AND GENERAL NOTES

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QXS 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

ARSR BLDG

R

AD

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AD

AR

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AD

AR

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DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

A

SHEET NOTES:

1. CONTRACTOR SHALL SURVEY EXISTING PAVEMENT LAYOUT PRIOR TO DEMOLITION

OPERATIONS. PROPOSED PAVEMENT INSTALLATION SHALL MATCH EXISTING PAVEMENT

LAYOUT AND CONFIGURATION.

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 SACUT 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 MONUMENTATION BY A LICENSED SURVEYOR.

6. SEE REFERENCE DRAWING QXS-D-ARSR-C002 SITE PLAN FOR EXISTING PAVEMENT

INFORMATION.

7. SEE SHEET QXS-ARSR-NDP-C001 FOR PROPOSED PAVEMENT RECONSTRUCTION PLAN.

8. SEE SHEET QXS-ARSR-NDP-C002 FOR PROPOSED PAVEMENT DETAILS.

EXISTING PAVEMENT REMOVAL PLAN

SCALE: 1" = 30'

SCALE: 1" = 30'

30' 60'030'

DEMOLITION LEGEND

ASPHALT PAVEMENT REMOVAL

BEGIN SAWCUT

END SAWCUT

SAWCUT

DEMOLITION QUANTITIES:

APPROXIMATE PAVEMENT REMOVAL AREA 1800 SQAURE YARDS

APPROXIMATED BASE MATERIAL EXCAVATION AREA 650 CUBIC YARDS

APPROXIMATE SAW CUT LENGTH 75'-0" (FIELD VERIFY)

REMOVE AND

SALVAGE SPEED

BUMP

SALVAGE SPEED BUMP

PROTECT PIPES, CONDUIT, AND

CABLES EXTRUDING OUTSIDE OF

BUILDING IN THIS LOCATION.

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ISSUED FOR:

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QXS-ARSR-NDP-D001

AutoCAD SHX Text N/A

AutoCAD SHX Text 05/01/2023

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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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ANDREWS

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TX

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ACCESS ROAD AND PARKING LOT REHABILITATION

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EXISTING PAVEMENT REMOVAL PLAN

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QXS 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

ARSR BLDG

R

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FEDERAL AVIATION ADMINISTRATION

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

FROM BUILDINGS AND PAVEMENTS. MAINTAIN EXISTING DRAINAGE PATTERNS.

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

FINISHED GRADE ELEVATION.

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

8. FINISHED GRADES SHALL MATCH EXISTING GRADES UNLESS OTHERWISE NOTED OR SHOWN ON

SHEETS QXS-ARSR-NDP-C001 AND QXS-ARSR-NDP-C002. IF MATCHING EXISTING GRADES

CONFLICT WITH ANY NOTES THIS SHEET COORDINATE WITH RESIDENT ENGINEER FOR

DIRECTION PRIOR TO PERFORMING CONSTRUCTION ACTIVITIES.

9. SEE SHEET QXS-ARSR-NDP-C002 FOR PROPOSED PAVEMENT DETAILS AND ABBREVIATIONS LIST

FOR ABBREVIATIONS USED THIS SHEET.

ACCESS ROAD AND PARKING LOT REHABILITATION PLAN

SCALE: 1" = 30'

SCALE: 1" = 30'

30' 60'030'

LEGEND

PROPOSED NEW ASPHALT PAVEMENT

BEGIN SAWCUT

MATCH RADAR

ROAD EDGE

GRADE.

GRADE TO DRAIN

A

C002

JOINT SEALER

SEE TXDOT STD SPEC ITEM 300 TABLE 18 FOR CRACK SEALER

B

C002

C

C002

D

C002

ACCESS ROAD SECTION LIMITS SECTION A/C002

APPROXIMATELY 250'-0" FROM EDGE OF RADAR ROAD TO SLIDING GATE

SEAL EXISTING

AND NEW

PAVEMENT JONT

REINSTALL

SPEED BUMP

REINSTALL SPEED BUMP

PROTECT PIPES, CONDUIT, AND

CABLES EXTRUDING OUTSIDE OF

BUILDING IN THIS LOCATION.

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QXS-ARSR-NDP-C001

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AutoCAD SHX Text 05/01/2023

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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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ANDREWS

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TX

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ACCESS ROAD AND PARKING LOT REHABILITATION

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PROPOSED PAVEMENT REHABILITATION PLAN

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QXS 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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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

A

SHEET NOTES:

1. SEE SHEET QXS-ARSR-NDP-C001 FOR PROPOSED PAVEMENT REHABILITATION PLAN.

2. TYPICAL PAVEMENT SECTION THIS SHEET SHALL APPLY TO ALL PROPOSED AREAS TO BE PAVED.

3. PROPOSED NEW PAVEMENT SECTION MATERIALS SHALL BE PER THE TEXAS DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF

HIGHWAYS, STREETS, AND BRIDGES ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION

NOVEMBER 1, 2014. REFER TO FAA-B710-QXS-SOW FOR FURTHER DESCRIPTION OF MATERIALS.

SECTION A - TYPICAL ACCESS ROAD SECTION

NOT TO SCALE'

ABBREVIATIONS

BLDG BUILDING

CL CENTER LINE

E EAST

EG EXISTING GROUND APPROXIMATION

FG FINISHED GRADE

MA MATCH EXISTING GRADE

N NORTH

S SOUTH

SPEC SPECIFICATIONS

STD STANDARD

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

W WEST

A

C001

LEGEND

NEW ASPHALT PAVEMENT WEARING COURSE

DIRECTIONAL GRADE

NEW ASPHALT PAVEMENT BASE LAYER

NEW AGGREGATE BASE COURSE

NATIVE MATERIAL / SUBGRADE

2" TXDOT STD SPEC ITEM 340

3" TXDOT STD SPEC ITEM 292

6" TXDOT STD SPEC ITEM 247, TYPE A,

GRADE 1-2 PER TABLE 1

COMPACTED SUBGRADE TO REACH

PROCTOR DENSITY OF 95%

TXDOT STD SPEC ITEM 300,

PER TABLE 18

GEOTEXTILE FABRIC

TXDOT STD SPEC ITEM 356

TACK COAT

TYPICAL PAVEMENT SECTION

NOT TO SCALE

SECTION B - WEST SIDE OF BUILDING

NOT TO SCALE

B

C001

SECTION C - NORTH OF BUILDING TO FENCE

NOT TO SCALE

C

C001

SECTION D - PUMP HOUSE TO SEPTIC TANK

NOT TO SCALE

D

C001

EXISTING GROUND APPROXIMATION

2.0% TYP

CL

2.0% TYP

CATCH EG, TYP

5.0%

TYP

25.0%

TYP

EG

FG

5.0%

TYP25.0%

TYP

GRADE AND COMPACT NATIVE

MATERIAL, TYP

AGGREGATE BASE COURSE SECTION

OF ACCESS ROAD EXTENDS 1'-0"

BEYOND ASPHALT PAVEMENT AREA,

TYP.

BLDG

GRADE AND COMPACT NATIVE

MATERIAL, TYP

VARIES

MATCH EG

FG MA

BLDG

PUMP

HOUSE

N S

EG

FG

VARIES

MATCH EG

BLDG

ENTRY WAY

VARIES

VARIES

MATCH EG

MA MA

FG

FENCE

POST

FOUNDATION

EG

VARIES

EXISTING

BOLLARD

E W

S N

W E

GRADE

TO

DRAIN

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QXS-ARSR-NDP-C002

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AutoCAD SHX Text 05/01/2023

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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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ANDREWS

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TX

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ACCESS ROAD AND PARKING LOT REHABILITATION

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PROPOSED PAVEMENT DETAILS

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QXS 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