2026-06-05 PLANS_MTV TAXIWAY EDGE LIGHTS_FOR BID.pdf

LOCATION MAP VICINITY MAP

(1" = 2000')

NAME CERTIFICATION NUMBER

RESPONSIBLE LAND DISTURBEROWNER CONTACT:

OWNER: BLUE RIDGE AIRPORT AUTHORITY

ATTN: JASON DAVIS

ADDRESS: 525 AIRPORT ROAD

MARTINSVILLE, VA 24112

EMAIL: JDAVIS@FLYBLUERIDGE.COM

PHONE: 276-957-2291

(1" = 5 MILES)

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FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

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525 AIRPORT ROAD

MARTINSVILLE, VA 24112

(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

TAXIWAY EDGE LIGHTING PROJECT

FOR

MARTINSVILLE, VIRGINIA

OWNER: BLUE RIDGE AIRPORT AUTHORITY

FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

JUNE 5, 2026

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INDEX OF SHEETS

SHEET NUMBER SHEET TITLE

1 COVER SHEET

2 GENERAL LEGEND AND QUANTITIES

3 CSPP - CRITICAL SAFETY AREAS

4 CSPP - SEQUENCE AND SEQUENCING NOTES

5 CSPP - NOTES AND DETAILS

6 EXISTING CONDITIONS AND DEMOLITION - SHEET 1

7 EXISTING CONDITIONS AND DEMOLITION - SHEET 2

8 EROSION AND SEDIMENT CONTROL - SHEET 1

9 EROSION AND SEDIMENT CONTROL - SHEET 2

10 EROSION AND SEDIMENT CONTROL - DETAILS

11 TAXIWAY LIGHTING LAYOUT PLAN - SHEET 1

12 TAXIWAY LIGHTING LAYOUT PLAN - SHEET 2

13 TAXIWAY LIGHTING DETAILS - EDGE LIGHTS

14 TAXIWAY LIGHTING DETAILS - GROUNDS, SPLICES, DUCTS

15 TAXIWAY LIGHT IDENTIFICATION TAGS - SHEET 1

16 TAXIWAY LIGHT IDENTIFICATION TAGS - SHEET 2

06/05/2026

CFS CFS

CON CON

RSA

TLOFA

TSA

RPZ

x

Know what'sbelow.

before you digCall

NOTICE TO CONTRACTOR

1. PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND

UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS

THROUGH THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON

THE PLANS OR NOT. CALL "811" A MINIMUM OF 72 HOURS PRIOR TO

DIGGING OR EXCAVATING. REPAIRS TO ANY UTILITY DAMAGED

RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

ROFA

TOFA

GENERAL LEGEND

PROPOSEDEXISTING

MAJOR CONTOUR

MINOR CONTOUR

RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

LOW PROFILE BARRICADE

LIMITS OF DISTURBANCE

TAXILANE OBJECT FREE AREA

TREE LINE

UNDERGROUND ELECTRICAL CONDUIT

STORMWATER PIPE

STANDARD COMPOST FILTER SOCK

TEMPORARY INLET PROTECTION

AIRPORT PROPERTY LINE

FENCE

DROP INLET

RUNWAY EDGE LIGHT

MANHOLE

DUCT BANK

TAXIWAY EDGE LIGHT

OMNIDIRECTIONAL LIGHT (ODAL)

RUNWAY THRESHOLD LIGHT

AIRFIELD GUIDANCE SIGN

RUNWAY END IDENTIFIER LIGHT (REIL)

PRECISION APPROACH PATH INDICATOR (PAPI)

RUNWAY PROTECTION ZONE

RUNWAY OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

AIRSPACE INTERMEDIATE ELEV. CONTOUR

AIRSPACE INDEX ELEV. CONTOUR1000

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FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

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(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

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REMOVE EXISTING CONDUIT AND CABLES

NOT IN CONTRACT N.I.C.

WEST

APRON

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA

RSARSARSARSARSARSARSARSARSARSARSA

R

SA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

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AIRCRAFT

HANGARS (TYP)

RWY13 PAPI

LOCALIZER

ANTENNA

LOCALIZER

CRITICAL AREA

RUNWAY

PROTECTION

ZONE (RPZ)

LOCALIZER

EQUIPMENT

BUILDING

AIRPORT ROAD

SUPPLEMENTAL

WINDCONE

x x x xx x xx x x x x x x x x x x x x x x

TSA TSA TSA TSA

TOFA TOFA TOFA TOFA

TSA TSA

TOFA TOFA

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

UT

T

TLOFA

TLOFA

xx x x x x x x x x x x x x

TSA TSA TSA

TOFA TOFA

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PZ

RPZ

RPZ

RPZ

RPZ

R

PZ

R

PZ

RPZ

RPZ

RPZ

RPZ

PROPOSED

TAXIWAY EDGE

LIGHTING WORK

AREA (TYP.)

CONTRACTOR TO PLACE

BARRICADES AT EDGE OF

WORK AREA IN ACCORDANCE

WITH AC150/570-2G

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ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

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TOFA

500'

50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00

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WINDCONE AND SEGMENTED CIRCLE

AIRPORT ROAD

AIRPORT TERMINAL

FUEL FARM

EMS HELICOPTER HANAGR

AIRPORT TERMINAL ENTRANCE

SPENCER-PRESTON

ROAD

AWOS CRITICAL AREA

RELOCATED

ODALS

AWOS

AIRCRAFT

HANGARS (TYP) ROTATING BEACONAIRFIELD LIGHTING

VAULT BUILDING

RELOCATED RWY31 PAPI N.I.C.

RELOCATED RUNWAY

PROTECTION ZONE (RPZ)BYPASS TAXIWAY

(UNDER CONST.

SPRING 2026)

N.I.C

TAXIWAY

RELOCATION

(UNDER CONST.

SPRING 2026)

N.I.C

RELOCATED RUNWAY

THRESHOLD (UNDER CONST.

SPRING 2026)

N.I.C x x x x x x x x x x x x x x x x x x x x x x x x x

TSA

TOFA

TSA TSA

TOFA TOFA

TSA TSA TSA TSA

TOFA TOFA TOFA TOFA

TSA TSA TSA TSA TSA TSA TSA TSA TSA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

x x x x x x x x x x x x

TLOFA TLOFA

TLOFA TLOFATLOFA

TLOFA TLOFA

TLOFA

TLOFA TLOFA

RUNWAY 13-31

6,000' RUNWAY LENGTH

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FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

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(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

GENERAL SAFETY NOTES:

1. THE SAFETY AREAS AND CRITICAL AREAS INDICATED ON THIS SHEET HAVE BEEN

ESTABLISHED TO PROTECT CONSTRUCTION PERSONNEL, CONSTRUCTION EQUIPMENT,

AIRCRAFT, AND THE AIR TRAVELING PUBLIC WHEN CONSTRUCTION AND AIRCRAFT OPERATIONS

OCCUR IN CLOSE PROXIMITY. EACH AREA HAS SPECIFIC RESTRICTIONS ON ANY CONSTRUCTION ACTIVITY WITHIN THE LIMITS OF THAT AREA. SEE CURRENT EDITIONS OF FAA AC 150/5370-2

"OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" AND FAA AC 150/5300-13

"AIRPORT DESIGN" FOR ADDITIONAL INFORMATION.

2. THE AIRPORT WILL ISSUE APPROPRIATE NOTICES TO AIRMEN (NOTAMS) CONCERNING

ONGOING CONSTRUCTION ACTIVITIES. AS SUCH, THE GENERAL CONSTRUCTION SCHEDULE AND

ASSOCIATED MOVEMENT OF CONSTRUCTION VEHICLES WITHIN THE AIRPORT PERIMETER FENCE

MUST BE COORDINATED WITH THE ENGINEER AND AIRPORT ON A WEEKLY BASIS. ANY CHANGES

TO THIS SCHEDULE AND/OR ANTICIPATED CONSTRUCTION ACTIVITIES MUST BE COMMUNICATED

TO THE ENGINEER AND AIRPORT ON A TIMELY BASIS.

3. CONSTRUCTION TRAFFIC MUST AT ALL TIMES REMAIN ISOLATED FROM AIRCRAFT MOVEMENTS

ON THE RUNWAY AND TAXIWAY SYSTEMS WHENEVER THE RUNWAY AND TAXIWAY ARE

OPERATIONAL. IF FOR ANY REASON THE CONTRACTOR MUST ACCESS OR CROSS THESE AREAS,

ALL SUCH ACTIVITIES MUST BE COORDINATED WITH THE ENGINEER AND AIRPORT. THE

CONTRACTOR MAY BE REQUIRED TO STATION A FLAGGER AT POTENTIAL POINTS OF CONFLICT.

4. CONTRACTOR IS RESPONSIBLE FOR MARKING AND FLAGGING THE SAFETY AREAS AND

OTHER CRITICAL AREAS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. MAINTAIN FLAGGING UNTIL CONSTRUCTION IS COMPLETE. COSTS INCIDENTAL TO "MOBILIZATION/DEMOBILIZATION".

5. FOR ANY WORK WHICH IS WITHIN THE RUNWAY SAFETY AREA (RSA), THE RUNWAY WILL NEED

TO BE CLOSED. REQUESTS FOR CLOSINGS MUST BE DIRECTED TO THE AIRPORT AND ENGINEER

AT LEAST 48 HOURS IN ADVANCE TO ALLOW THE AIRPORT TIME TO ISSUE APPROPRIATE

NOTAMS.

6. WORK WITHIN THE ACTIVE TAXIWAY SAFETY AREA (TSA) MAY BE PERMITTED WHEN CERTAIN CONDITIONS ARE MET IN ACCORDANCE WITH FAA AC 150/5370-2G, SECTION 2.22.3.4, PARAGRAPH

2. SEE PLAN SHEET 4 TITLED "CSPP - SEQUENCE AND SEQUENCING NOTES" FOR PROJECT

SPECIFIC INFORMATION ON WORK WITHIN THE TAXIWAY SAFETY AREA (TSA).

7. RUNWAY OBJECT FREE AREA (ROFA): CONSTRUCTION, INCLUDING EXCAVATIONS, MAY BE

PERMITTED IN THE ROFA WHILE THE RUNWAY IS ACTIVE. HOWEVER, EQUIPMENT MUST BE

REMOVED FROM THE ROFA WHEN NOT IN USE, AND MATERIAL SHOULD NOT BE STOCKPILED IN

THE ROFA.

8. TAXIWAY OBJECT FREE AREA (TOFA): UNLIKE THE ROFA, AIRCRAFT WINGS REGULARLY

PENETRATE THE TOFA DURING NORMAL OPERATIONS. THUS THE RESTRICTIONS ARE MORE

STRINGENT. CONSTRUCTION VEHICLES, EQUIPMENT, AND PERSONNEL MUST VACATE OR

"PULL-BACK" FROM THE TOFA TO ALLOW CLEAR PASSAGE OF OPERATING AIRCRAFT.

9. THE RUNWAY PROTECTION ZONE (RPZ) AND AWOS CRITICAL AREA (AUTOMATED WEATHER

OBSERVATION SYSTEM) WILL NOT BE AFFECTED BY CONSTRUCTION OPERATIONS.

10. A CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) REPORT HAS BEEN PREPARED BY THE

ENGINEER. THE CSPP REPORT IS A COMPANION DOCUMENT TO THE CSPP PLANS AND CONTAINS

ADDITIONAL INFORMATION REGARDING SAFETY CONCERNS WHICH ARE UNIQUE TO

CONSTRUCTION AT AN AIRPORT AND SPECIFIC TO THIS PROJECT.

11. AIRSPACE CONTOURS ARE SHOWN AT 10' INCREMENTS.

GENERAL NOTES FOR RUNWAY SAFETY AREA (RSA) / TAXIWAY SAFETY AREA (TSA):

AT ALL TIMES DURING THE PROJECT, WHEN A RUNWAY OR TAXIWAY IS OPEN, THE ASSOCIATED

RSA/TSA MUST BE:

1. CLEARED AND GRADED AND HAVE NO RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE

VARIATIONS.

2. DRAINED BY GRADING OR STORM SEWERS TO PREVENT WATER ACCUMULATION.

3. CAPABLE, UNDER DRY CONDITIONS, OF SUPPORTING SNOW REMOVAL EQUIPMENT, AIRCRAFT

RESCUE AND FIREFIGHTING (ARFF) EQUIPMENT, AND THE OCCASIONAL PASSAGE OF AIRCRAFT

WITHOUT CAUSING STRUCTURAL DAMAGE TO THE AIRCRAFT. SOIL COMPACTION OF MUST BE IN

ACCORDANCE WITH SECTION P-152 OF THE PROJECT SPECIFICATIONS.

4. FREE OF OBJECTS, EXCEPT FOR OBJECTS THAT NEED TO BE LOCATED IN THE RSA/TSA

BECAUSE OF THEIR FUNCTION. OBJECTS HIGHER THAN 3" ABOVE GRADE SHOULD BE

CONSTRUCTED ON LOW IMPACT RESISTANT SUPPORTS (FRANGIBLE MOUNTED STRUCTURES)

OF THE LOWEST PRACTICAL HEIGHT, WITH THE FRANGIBLE POINT NO HIGHER THAN 3" ABOVE

GRADE. OTHER OBJECTS SHOULD BE CONSTRUCTED AT GRADE, IN NO CASE SHOULD THEIR

HEIGHT EXCEED 3" ABOVE GRADE.

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SCALE: FEET

500250 x x x

TLOFA

TL

O

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TL

O

FA

TLOFA

TL

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x x x x x x

R

PZ

R

PZ

R

PZ

RPZ

RPZ

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

CONSTRUCTION ACCESS ROUTE.

CONTRACTOR TO MONITOR RADIO AND

YIELD TO AIRCRAFT ON ACTIVE

SECTIONS OF TAXIWAYS.

FULL 6,000' RUNWAY

LENGTH AVAILABLE

(CLOSED AT NIGHT ONLY)

ALL RUNWAY DISTANCE REMAINING SIGNS

TO REMAIN OPERATIONAL THROUGHOUT

CONSTRUCTION. DE-ENERGIZE DURING

RUNWAY CLOSURES. (TYP)

0+

1+

2+

3+

3+

0+

1+

2+

3+

3+

ALL REILS AND RUNWAY

THRESHOLD LIGHTS TO REMAIN

OPERATIONAL THROUGHOUT

CONSTRUCTION. DE-ENERGIZE

DURING RUNWAY CLOSURES. (TYP)

ALL RUNWAY EDGE LIGHTS TO

REMAIN OPERATIONAL

THROUGHOUT CONSTRUCTION.

DE-ENERGIZE DURING RUNWAY

CLOSURES. (TYP)

DAY WORK AREA

NIGHT WORK AREA

DURING RUNWAY CLOSURES PLACE

LIGHTED AND FLASHING RUNWAY

CLOSURE "X" ON BOTH ENDS OF RUNWAY.

ALL OTHER RUNWAY AND TAXIWAY

LIGHTING AND SIGNAGE FROM

TWY A4 TO TWY A1 SHALL REMAIN

OPERATIONAL THROUGHOUT

CONSTRUCTION. DE-ENERGIZE

DURING RUNWAY CLOSURES. (TYP)

RWY 13 PAPI TO REMAIN

OPERATIONAL THROUGHOUT

CONSTRUCTION. DE-ENERGIZE

PAPI CIRCUIT DURING RUNWAY

CLOSURES.

SUPPLEMENTAL WINDSOCK ON TWY CIRCUIT

CAN BE DE-ENERGIZED IF NECESSARY.

NOTIFY AIRPORT OF PERIODS WHEN

WINDSOCK LIGHT WILL BE DISABLED.

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(R

SA

20+00 25+00 30+00 35+00 40+00 45+00

NIGHT WORK AREA

DAY WORK AREA

WEST

APRON

TW

Y

"A 8"

TW

Y

"A 7"

TW

Y

"A 6"

TW

Y

"A 5"

PARALLEL TWY "A" PARALLEL TWY "A"

LEGEND

PROPOSED WORK AREA

CONSTRUCTION ACCESS ROUTE

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FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

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(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

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SEQUENCING NOTES:

1. CONTRACT TIME WILL RUN CONTINUOUSLY UNTIL THE WORK IS ACCEPTED FOR PRACTICAL

USE BY THE AIRPORT. CONTRACTOR MAY MAKE WRITTEN REQUEST THAT CONTRACT TIME

BE STOPPED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2. TAXIWAY EDGE LIGHTING CONSTRUCTION CAN NOT OCCUR WITHIN THE ACTIVE RUNWAY

SAFETY AREA (RSA). TO MINIMIZE OPERATIONAL IMPACTS, THE RUNWAY CAN ONLY BE

CLOSED DURING NIGHTTIME HOURS. AS SUCH, DAYTIME WORK AREAS HAVE BEEN

DELINEATED TO ALLOW SOME WORK TO OCCUR OUTSIDE THE RSA WHILE THE RUNWAY IS

OPERATIONAL. THIS DAYTIME WORK WILL REQUIRE THE CONTRACTOR TO MONITOR

AIRPORT RADIO AND "PULL-BACK" FOR AIRCRAFT USING TAXIWAYS.

3. AT ANY TIME WHILE A TAXIWAY IS OPEN TO AIRCRAFT OPERATIONS, TAXIWAY EDGE

LIGHTING CONSTRUCTION CAN OCCUR WITHIN THE ACTIVE TAXIWAY SAFETY AREA (TSA)

UNDER THE FOLLOWING CONDITIONS:

3.1. THE TAXIING SPEED MUST BE LIMITED TO 10 MPH.

3.2. THE AIRPORT MUST ISSUE APPROPRIATE NOTAMS.

3.3. LOW PROFILE, RED LIGHTED BARRICADES MUST BE INSTALLED ALONG THE EDGE OF

PAVEMENT ADJACENT TO THE ACTIVE WORK AREA.

3.4. OPEN TRENCHES MUST BE PROMINENTLY MARKED WITH RED OR ORANGE FLAGGING,

AS APPROVED BY THE AIRPORT, AND LIT WITH RED LIGHTS DURING HOURS OF

RESTRICTED VISIBILITY OR DARKNESS.

3.5. THE CONTRACTOR MUST CONTINUOUSLY MONITOR AIRPORT RADIO AND "PULL-BACK"

ALL EQUIPMENT, VEHICLES AND PERSONNEL FOR AIRCRAFT USING TAXIWAYS.

4. SECTIONS OF TAXIWAY MUST BE CLOSED WHEN THE NATURE OF WORK IS NOT CONDUCIVE

TO "PULL-BACK" CONSTRUCTION OPERATIONS. TAXIWAY EDGE LIGHTS AND SIGNS LOCATED

ALONG SECTIONS OF CLOSED TAXIWAY MUST BE COVERED IN A MANNER THAT WILL

PREVENT LIGHT ESCAPING OR REFLECTING. COVERS MUST BE ABLE TO WITHSTAND HIGH

WINDS, SEVERE WEATHER, AND NOT CREATE FOD.

5. TEMPORARY LIGHTING CIRCUIT JUMPER CABLES SHALL BE PLACED AS NECESSARY TO

KEEP TAXIWAY EDGE LIGHTS AND TAXIWAY SIGNS OPERATIONAL FROM EAST OF TWY A5 TO

TWY A1.

6. CONTRACTOR SHALL MAKE PROVISIONS TO KEEP THE ENTIRE RUNWAY LIGHTING CIRCUIT

AND PAPI CIRCUIT OPERATIONAL THROUGHOUT CONSTRUCTION. THIS INCLUDES ALL

RUNWAY THRESHOLD AND EDGE LIGHTS, REILS, ODALS, AND SIGNAGE. TEMPORARY

RUNWAY LIGHTING CIRCUIT JUMPER CABLES MAY BE REQUIRED AT TIMES WHEN THE

CONDUIT CARRYING THE RUNWAY LIGHTING CIRCUIT NEEDS TO BE DEMOLISHED AND

RELOCATED.

7. DURING ALL RUNWAY CLOSURES: CONTRACTOR SHALL PLACE A LIGHTED AND FLASHING

RUNWAY CLOSURE MARKER "X" ON BOTH THRESHOLDS OF THE RUNWAY. THE RUNWAY

LIGHTING CIRCUIT, TAXIWAY LIGHTING CIRCUIT, AND PAPI CIRCUIT SHALL ALL BE

DE-ENERGIZED AT THE ELECTRICAL VAULT. THE AIRFIELD ROTATING BEACON SHALL

REMAIN OPERATIONAL FOR USE BY HELICOPTERS OPERATING FROM THE TERMINAL

APRON.

8. THE LOCALIZER, AWOS, AND ROTATING BEACON WILL BE UNAFFECTED BY THIS PROJECT

AND CAN REMAIN IN OPERATION THROUGHOUT CONSTRUCTION AND DURING RUNWAY

CLOSURES.

9. SUBMIT BARRICADE AND RUNWAY/TAXIWAY CLOSURE MARKER DETAILS TO THE ENGINEER

FOR APPROVAL PRIOR TO USE ON THE AIRFIELD.

10. THE CONTRACTOR IS TO FAMILIARIZE THEMSELVES AND THEIR EMPLOYEES WITH THE

CURRENT EDITION OF FAA ADVISORY CIRCULAR AC 150/5370-2 "OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION". CONSTRUCTION WITHIN A RUNWAY SAFETY AREA

(RSA) REQUIRES CLOSURE OF THE RUNWAY. CONSTRUCTION WITHIN A TAXIWAY OBJECT

FREE AREA (TOFA) REQUIRES CLOSURE OF THE ASSOCIATED TAXIWAY.

11. TO ENSURE TIMELY ISSUANCE OF PROPER NOTICES TO AIRMEN (NOTAMS), THE

CONTRACTOR MUST COORDINATE WITH THE ENGINEER AND AIRPORT 48 HOURS IN

ADVANCE OF ALL WORK WITHIN THE RUNWAY SAFETY AREA (RSA) OR TAXIWAY OBJECT

FREE AREA AREA (TOFA). ALSO, THE CONTRACTOR MUST NOTIFY THE ENGINEER AND

AIRPORT IN ADVANCE OF ANY LIGHTING, SIGNAGE, OR NAVAIDS BEING AFFECTED BY

CONSTRUCTION. THE AIRPORT WILL ISSUE ALL NOTAMS AND HANDLE NECESSARY FAA

NOTIFICATIONS.

12. THE CONTRACTOR MUST REMAIN CLEAR OF THE ACTIVE RUNWAY SAFETY AREA (RSA) AT

ALL TIMES. CONTRACTOR MUST PULL-BACK FROM ACTIVE TAXIWAY SAFETY AREA (TSA)

AND TAXIWAY OBJECT FREE AREA (TOFA) WHEN TAXIWAY IS IN USE BY AIRCRAFT.

13. REMOVE ALL RUNWAY/TAXIWAY CLOSURE MARKERS AND BARRICADES AT THE

COMPLETION OF THE ASSOCIATED WORK UNLESS OTHERWISE SPECIFIED.

14. SAFETY MEASURES MAY BE RELOCATED AT THE DISCRETION OF THE ENGINEER AND

AIRPORT. ALL TEMPORARY CLOSURE MARKERS AND BARRICADES COSTS ARE INCIDENTAL

TO THE LUMP SUM ITEM FOR "AIRPORT SAFETY AND PHASING COORDINATION."

15. PHASING LIMITS SHOWN DO NOT ACCURATELY REFLECT THE ACTUAL PROJECT LIMITS OF

DISTURBANCE. THE CSPP PLANS AND REPORT ARE FOCUSED ON MAINTAINING AIRPORT

SAFETY WHILE CONSTRUCTION IS OCCURRING ON AN ACTIVE PUBLIC AIRFIELD. WHILE THE

INTENT IS ALSO TO KEEP THE CONTRACTOR'S PERSONNEL AND EQUIPMENT SAFE DURING

CONSTRUCTION, THE CSPP DOES NOT PRECLUDE THE CONTRACTOR'S RESPONSIBILITY

FOR ALL FACETS OF CONSTRUCTION SAFETY. NOR IS IT THE INTENT OF THE CSPP TO

DIRECT THE CONTRACTOR'S MEANS AND METHODS OR DICTATE THE PHASING/SCHEDULING

OF THE CONTRACTOR'S WORK, EXCEPT WHERE SUCH CONSTRAINTS ARE REQUIRED BY

APPLICABLE FAA RULES AND REGULATIONS TO MAINTAIN PUBLIC SAFETY.

24 HOUR CONTACT:

NOTIFY AIRPORT MANAGER 72 HOURS

PRIOR TO CONSTRUCTION

COMMENCEMENT

AIRPORT MANAGER: JASON DAVIS

(276)-957-2291

CONTRACT TIME:

OVERALL = 60 CALENDAR DAYS

- RUNWAY CLOSURES LIMITED TO NIGHTS (8PM TO 6AM).

- NO CONSTRUCTION ALLOWED OCTOBER 29 TO NOVEMBER 3, 2026.

- NO WORK CAN OCCUR STARTING ON OCTOBER 29 THROUGH NOVEMBER 3, 2026.

LIQUIDATED DAMAGES:

OVERALL CONTRACT TIME OVERRUN = $1,500 PER CALENDAR DAY

AIRFIELD IMPACT MATRIX

SCOPE OF WORK MARKERS / NOTESDURATION LIGHTING

PLACE LIGHTED / FLASHING RUNWAY CLOSURE "X" ON BOTH ENDS OF

RUNWAY. PLACE TAXIWAY CLOSURE "X" AND LOW LEVEL BARRICADES AT

ANY POINT WHERE BASED AIRCRAFT COULD ACCESS RUNWAY.

NAVAIDS

WORK IS PERMITTED AT ANY LOCATION DURING NIGHTTIME FULL RUNWAY AND TAXIWAY

CLOSURE.

WORK INCLUDES: E&S CONTROL, AIRFIELD ELECTRICAL, SOIL BACKFILL AND

RESTORATION, AND SEEDING.

NIGHT CLOSURE HOURS

LIMITED TO 8PM TO 6AM

CONTRACTOR TO MONITOR RADIO AND PULL-BACK FOR PASSING AIRCRAFT.

CLEARLY FLAG OPEN TRENCHES IN TSA. IF WORK NECESSITATES CLOSURE

OF TAXIWAY SECTIONS, COORDINATE WITH ENGINEER AND AIRPORT TO

PLACE TAXIWAY CLOSURE "X" MARKERS, LOW LEVEL BARRICADES, AND

COVER TAXIWAY EDGE LIGHTS AND SIGNAGE AS DIRECTED.

PHASE LIMITS ON AIRPORT OPERATION

TAXIWAY, RUNWAY,

AND PAPI CIRCUITS

DISABLED DURING

NIGHT RUNWAY

CLOSURE

RUNWAY AND ALL TAXIWAYS CLOSED.

HELICOPTERS MAY STILL OPERATE FROM APRON.

TAXIWAY LIGHTING

CIRCUIT PARTIALLY

DISABLED FROM TWY A8

TO TWY A6. LIGHTING

AND SIGNAGE ENABLED

ON REMAINDER OF

AIRFIELD

ENABLEDDAY

LOC, BEACON,

AWOS

ENABLED

NIGHT

ALL WORK MUST BE

COMPLETED WITHIN A

COMBINED 60

CALENDAR DAYS

NO LIMITS TO AIRPORT OPERATIONS UNLESS NATURE

OF WORK REQUIRES PARTIAL CLOSURE OF TAXIWAY(S).

PARALLEL TAXIWAY A CLOSURES WILL REQUIRE

AIRCRAFT BACKTAXI TO RWY 13 END.

HELICOPTER OPERATIONS UNAFFECTED.

NO WORK ALLOWED WITHIN RUNWAY 13-31 RSA.

PULL-BACK WORK PERMITTED ALONG PARALLEL TWY A AND CONNECTOR TAXIWAYS

TWY A8, TWY A7, AND TWY A6.

WORK INCLUDES: E&S CONTROL, AIRFIELD ELECTRICAL, SOIL BACKFILL AND

RESTORATION, AND SEEDING.

4" REFLECTIVE

WHITE/ORANGE TAPE

(TYP. BOTH SIDES)

20"x20" WITH FLUORESCENT

HI-VIZ ALTERNATING

ORANGE/WHITE VINYL

BLEND FLAG (TYP. ONE END

ONLY)

18"

MAX.

HEIGHT

NOTE:

1. BARRICADES SHALL BE WATER FILLED

AND SPACED A MAXIMUM OF 4' APART.

2. THE CONTRACTOR SHALL MAKE

FREQUENT INSPECTION OF THE

BARRICADES AND MAKE PROMPT

REPAIRS AS NECESSARY. LIGHT SHALL

BE OPERATING EVERY NIGHT.

3. BARRICADES SHALL BE ADEQUATELY

SECURED WITH SAND BAGS OR FILLED

WITH WATER TO WITHSTAND HIGH

WINDS AND/OR JET BLAST. BARRICADES

MUST BE EASILY COLLAPSIBLE UPON

CONTACT WITH AN AIRCRAFT OR ANY OF

ITS COMPONENTS.

4. CONTRACTOR SHALL INSTALL

BARRICADES AND MAINTAIN LIGHTS AND

FLAGS THROUGHOUT THE DURATION OF

THE PROJECT.

5. BARRICADES SHALL BE PROVIDED BY

THE CONTRACTOR AND ARE INCIDENTAL

TO MOBILIZATION.

TEMPORARY LIGHTED

BARRICADE DETAIL

NOT TO SCALE

WHITE

4 FT. (TYP.)

WHITE ORANGE WHITE ORANGEORANGE

WORK ZONE

PLAN

EXISTING RUNWAY OR TAXIWAY

OPEN TO AIRCRAFT MOVEMENT

10' MAX. BETWEEN LIGHTS

FLASHING OR STEADY-BURNING

COLOR RED LIGHT (TYPE A)

SECURELY FASTENED AND ORIENTED

PARALLEL WITH THE FLAG POST.

TEMPORARY BARRICADE PLACEMENT DETAIL

NOT TO SCALE

NOTES:

1. ALL VEHICLES WILL BE PROVIDED WITH A FLAG ON A

STAFF ATTACHED TO THE VEHICLE SO THE FLAG WILL

BE READILY VISIBLE.

2. THE FLAG WILL BE A MIN OF 3 FOOT SQUARE WITH A

CHECKERED PATTERN OF INTERNATIONAL ORANGE

AND WHITE AT LEAST 1 FOOT ON EACH SIDE.

3. CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE

MARKED WITH CHECKERED FLAGS AND LIGHTED WITH

FLASHING BEACONS TO COMPLY WITH REQUIREMENTS

OF FAA AC 150/5210-5G.

4. VEHICLE FLAGS SHALL BE PROVIDED BY THE

CONTRACTOR AND ARE INCIDENTAL TO MOBILIZATION.

STAFF

1'X1' ORANGE

AND WHITE

SQUARES

VEHICLE FLAG DETAIL

NOT TO SCALE

NOTES:

1. LIGHTED X SHALL BE L-893 FIXTURE AS

SPECIFIED IN MOST CURRENT AC 150/5345-55A.

2. ITEM TO BE PROVIDED BY THE CONTRACTOR.

COST OF LIGHTED X SHALL BE CONSIDER

INCIDENTAL TO MOBILIZATION.

3. USE OF TRAILERED (LIGHTED) RUNWAY

CLOSURE MARKER IS REQUIRED FOR RUNWAY

CLOSURE.

4. FUEL, OIL, AND LIGHT BULBS FOR LIGHTED X

GENERATOR SHALL BE PROVIDED BY THE

CONTRACTOR. OIL SHALL BE CHANGED PER

MANUFACTURE'S RECOMMENDATIONS. UP KEEP

OF THE LIGHTED X SHALL BE CONSIDERED

INCIDENTAL TO MOBILIZATION.

5. LIGHTED X GENERATOR SHALL BE USED TO

POWER LIGHTED X'S ONLY THROUGH

CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO

LIGHTED X's AND WILL REPLACE/REPAIR AT NO

ADDITIONAL COST TO OWNER.

7. EQUIPMENT WILL REMAIN PROPERTY OF THE

CONTRACTOR UPON COMPLETION OF

CONSTRUCTION.

TRAILER

LAMP

3'-6"

NOTES:

1. ITEM TO BE PROVIDED BY CONTRACTOR.

2. MARKERS SHALL ONLY BE REMOVED ONCE TAXIWAY IS

OPEN FOR USE. MARKER TO BE PLACED ON THE CLOSED

TAXIWAY ADJACENT TO THE ENTRANCE TO THE RUNWAY.

3. MARKERS TO BE CONSTRUCTED OF EXTERIOR GRADE

PLYWOOD, DOUBLE LAYERED SNOW FENCE, COLORED

PLASTIC, OR A MATERIAL APPROVED BY THE ENGINEER

WHICH WILL LAST UNTIL THE PROJECT IS COMPLETED AND

CAN BE RELOCATED AS REQUIRED. MARKERS SHALL BE

YELLOW IN COLOR.

4. NO SEPARATE PAYMENT WILL BE MADE FOR THE

TEMPORARY CLOSED TAXIWAY MARKER. THE COST SHALL

BE INCIDENTAL TO THE CONTRACTOR'S COST FOR

MOBILIZATION.

TEMPORARY CLOSED TAXIWAY MARKER

NOT TO SCALE

C L

TA

XI

W

AY

5'

90°

TEMPORARY RUNWAY

CLOSURE X

NOT TO SCALE

SAFETY ON AIRPORTS DURING CONSTRUCTION:

(A) FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULARS

(AC), ORDERS AND FEDERAL AVIATION REGULATIONS (FAR)

THE FOLLOWING PUBLICATIONS CONTAIN DEFINITIONS/DESCRIPTIONS OF CRITICAL AIRPORT OPERATING AREAS. THE AREAS DEFINED BELOW PERTAIN TO AIRFIELD SAFETY REQUIREMENTS AND ARE REFERENCED THROUGHOUT THE CONTRACT DOCUMENTS. COPIES OF THESE

PUBLICATIONS ARE AVAILABLE THROUGH THE FAA.

(1) AC 150/5370-2, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION," CURRENT EDITION, SETS FORTH GUIDELINES TO ASSIST AIRPORT OPERATORS IN COMPLYING THE REQUIREMENTS OF FEDERALLY FUNDED CONSTRUCTION PROJECTS.

(2) FAR PART 77 "OBJECTS AFFECTING NAVIGABLE AIRSPACE, CURRENT EDITION:

(a) ESTABLISHES STANDARDS FOR DETERMINING OBSTRUCTION TO NAVIGABLE AIRSPACE, CIVIL AIRPORT IMAGINARY SURFACES ARE

DEFINED IN THE PUBLICATION.

(b) SETS FORTH REQUIREMENTS FOR NOTICE OF CERTAIN PROPOSED CONSTRUCTION OR ALTERATION. NOTICE OF CONSTRUCTION PROVIDES A BASIS FOR RECOMMENDATIONS FOR IDENTIFYING THE CONSTRUCTION OR ALTERATION IN ACCORDANCE WITH AC

70/7460-1 "OBSTRUCTION MARKING AND LIGHTING" CURRENT EDITION.

(3) AC 150/5300-13. "AIRPORT DESIGN", CURRENT EDITION, ESTABLISHES DESIGN, OPERATIONAL, AND MAINTENANCE STANDARDS FOR AIRPORTS, STANDARD TERMS USED IN THE CONTRACT PLANS AND SPECIFICATIONS ARE DEFINED BELOW:

(a) OBSTACLE FREE ZONE (OFZ) - A VOLUME OF SPACE WHICH IS FREE OF ALL FIXED OBJECTS AND CLEAR OF VEHICLES IN THE PROXIMITY OF AN AIRPLANE CONDUCTING AN APPROACH, MISSED APPROACH, LANDING, TAKEOFF, OR DEPARTURE.

(b) RUNWAY PROTECTION ZONE (RPZ) - A TRAPEZOIDAL TWO DIMENSIONAL AREA CENTERED ON THE RUNWAY BEGINNING AT A POINT 200'

BEYOND THE END OF THE AREA USEABLE FOR TAKEOFF OR LANDING.

(c) OBJECT FREE AREA (OFA) - A TWO DIMENSIONAL GROUND AREA SURROUNDING RUNWAY, TAXIWAYS, AND TAXILANES WHICH MUST

REMAIN CLEAR OF OBJECTS EXCEPT FOR OBJECTS WHOSE LOCATION IS FIXED BY FUNCTION.

(d) SAFETY AREA - THE SURFACE ADJACENT TO RUNWAYS, TAXIWAYS, AND TAXILANES OVER WHICH AIRCRAFT SHOULD, IN DRY WEATHER, BE ABLE TO CROSS AT NORMAL SPEEDS WITHOUT INCURRING SIGNIFICANT DAMAGE. A SAFETY AREA IS GRADED, DRAINED AND COMPACTED. IT IS FREE OF ANY HOLES, TRENCHES, BUMPS OR OTHER SIGNIFICANT SURFACE VARIATIONS OR OBJECTS OTHER THAN THOSE WHICH MUST BE THERE BECAUSE OF THEIR ESSENTIAL AERONAUTICAL FUNCTION. THE SAFETY AREA REQUIRES THE CAPABILITY OF SUPPORTING MAINTENANCE VEHICLES AND AIRCRAFT RESCUE AND FIRE FIGHTING VEHICLES UNDER NORMAL (DRY) CONDITIONS. NO CONSTRUCTION EQUIPMENT, PERSONNEL, OR VEHICLES WILL BE PERMITTED INSIDE ANY SAFETY AREA WITHOUT

THE AUTHORIZATION OF THE RESIDENT ENGINEER.

(B) SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)

(1) THE CONTRACTOR MUST PREPARE AND SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT FOR APPROVAL BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. THE SPCD CONVEYS HOW THE CONTRACTOR INTENDS TO COMPLY WITH THE CONSTRUCTION SAFETY AND PHASING PLANS. THE SPCD ALSO REAFFIRMS THE CONTRACTOR'S UNDERSTANDING AND ACCEPTANCE OF THE CONSTRUCTION SAFETY

AND PHASING PLANS. SOME IMPORTANT ELEMENTS INCLUDE:

(a) IDENTIFYING KEY CONTRACTOR PERSONNEL AND POINTS OF CONTACT.

(b) IDENTIFYING 24-HOUR CONTACT FOR MAINTENANCE OF SAFETY MEASURES AND BARRICADES.

(c) HOW CONTRACTOR INTENDS TO ACCOMPLISH SECURITY OF THE AOA.

(d) HOW CONTRACTOR INTENDS TO UNCOVER AND PROTECT UNDERGROUND UTILITIES.

(e) TYPES OF HAZARD DEVICES (I.E. BARRICADES).

(f) HOW CONTRACTOR INTENDS TO MAINTAIN ACTIVE AIRFIELD PAVEMENT FREE OF DEBRIS.

(g) HOW CONTRACTOR INTENDS TO ADDRESS A POTENTIAL HAZMAT SPILL.

(h) SUBMITTAL OF FAA FORM 7460-1 FOR ANY CONTRACTOR EQUIPMENT (CRANE, CONCRETE PUMP, BATCH PLANT, ETC.) THAT EXCEED

APPLICABLE HEIGHTS PER FAA GUIDELINES.

(C) GENERAL SAFETY REQUIREMENTS

(1) THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT TO BLUE RIDGE REGIONAL AIRPORT AND SHALL CONDUCT HIS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES FOR SAFETY SPECIFIED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SAFETY DEVICES AS REQUIRED FOR THE PROTECTION OF HIS PERSONNEL.

(2) PROTECTION OF ALL PERSONS SHALL BE PROVIDED THROUGHOUT THE PROGRESS OF THE WORK. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO PROVIDE SAFE CONDITIONS FOR ALL WORKERS AND GOVERNMENT PERSONNEL. THE SEQUENCE OF OPERATION SHALL BE SUCH THAT PERSONNEL AND WORKERS IN THE WORK AREA ARE NOT SUBJECT TO ANY DANGEROUS CONDITIONS THE CONTRACTOR

MUST PROVIDE SAFETY MEASURES TO GUARD AGAINST INJURY.

(3) DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT RUNWAYS, TAXIWAYS, AND AIRCRAFT PARKING APRONS SHALL REMAIN IN USE BY AIRCRAFT AS DETAILED IN THE PHASING PLANS. ALL AIRCRAFT TRAFFIC ON ACTIVE AREAS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. THE OWNER OR ITS AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO ORDER THE CONTRACTOR AT ANY TIME TO VACATE ANY AREA NECESSARY TO MAINTAIN SAFE AIRCRAFT OPERATIONS. USE OF AREAS NEAR THE CONTRACTOR'S WORK AREA WILL BE CONTROLLED TO MINIMIZE DISTURBANCE TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL NOT ALLOW EMPLOYEES, SUBCONTRACTORS, SUPPLIERS, OR ANY OTHER UNAUTHORIZED PERSON TO ENTER OR REMAIN IN ANY AIRPORT

AREA WHICH WOULD BE HAZARDOUS TO PERSONNEL OR TO AIRCRAFT OPERATIONS.

(4) ALL WORK TO BE PERFORMED WHICH IS WITHIN 200' OF THE ℄ OF AN ACTIVE RUNWAY (RSA) OR 65.5' OF THE ℄ OF AN ACTIVE TAXIWAY (TOFA), SHALL BE PERFORMED WHEN THE RUNWAY OR TAXIWAY IS NOT IN USE. SUCH WORK SHALL NOT BE ACCOMPLISHED WITHOUT PRIOR PERMISSION FROM THE ENGINEER. REQUESTED CLOSINGS SHALL BE DIRECTED TO THE ENGINEER AT LEAST 48 HOURS IN

ADVANCE.

(5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING/CORRECTING AND ADEQUATELY LIGHTING, BARRICADING, AND

MARKING THE FOLLOWING TYPES OF SAFETY PROBLEMS AND/OR HAZARDS:

· TRENCHES, HOLES, OR EXCAVATION ON OR ADJACENT TO ANY ACTIVE RUNWAY OR IN ANY SAFETY AREAS.

· UNMARKED/UNLIT HOLES OR EXCAVATION ON OR ADJACENT TO ANY ACTIVE RUNWAY, TAXIWAY/LANE, OR OTHER SAFETY AREA.

· MOUNDS OR PILES OF EARTH, CONSTRUCTION MATERIALS, TEMPORARY STRUCTURES, OR OTHER OBJECTS IN THE VICINITY OF ANY

OPEN RUNWAY, TAXIWAY, TAXILANE, OR IN ANY RELATED SAFETY, APPROACH, OR DEPARTURE AREA.

· VEHICLES, EQUIPMENT, EXCAVATION, STOCKPILES, OR OTHER MATERIALS WHICH COULD DEGRADE OR OTHERWISE INTERFERE WITH

ELECTRONIC SIGNALS FROM RADIOS OR ELECTRONIC NAVIGATIONAL AIDS (NAVAIDS).

· PAVEMENT DROP-OFFS OR PAVEMENT TURF-LIPS (EITHER PERMANENT OR TEMPORARY) WHICH COULD CAUSE DAMAGE TO AIRCRAFT IF

CROSSED AT NORMAL OPERATING SPEEDS. THE MAXIMUM ALLOWABLE DROP-OFF OR LIP IS 1-1/2 INCHES.

· UNMARKED UTILITY, NAVAID, WEATHER SERVICE, RUNWAY LIGHTING, OR OTHER POWER OR SIGNAL CABLES THAT COULD BE DAMAGED

DURING CONSTRUCTION.

· OBJECTS, WHETHER OR NOT MARKED OR FLAGGED, OR ACTIVITIES ANYWHERE ON OR IN THE VICINITY OF THE AIRPORT WHICH COULD

BE DISTRACTING, CONFUSING, OR ALARMING TO PILOTS DURING AIRCRAFT OPERATIONS.

· UNFLAGGED/UNLIGHTED LOW VISIBILITY ITEMS SUCH AS TALL CRANES, DRILLS, AND THE LIKE ANYWHERE IN THE VICINITY OF ACTIVE

RUNWAYS, OR IN ANY APPROACH OR DEPARTURE AREA.

· MISLEADING OR MALFUNCTIONING OBSTRUCTION LIGHTS OR UNLIGHTED/UNMARKED OBSTRUCTIONS IN THE APPROACH TO ANY

ACTIVE RUNWAY.

· INADEQUATE APPROACH/DEPARTURE SURFACES (THESE SURFACES ARE NEEDED TO ASSURE ADEQUATE LANDING/TAKEOFF

CLEARANCE OBSTRUCTION, OR WORK OR STORAGE AREAS).

· INADEQUATE, CONFUSING OR MISLEADING MARKING/LIGHTING OF RUNWAYS, TAXIWAYS OR TAXILANES (INCLUDING DISPLACED OR

RELOCATED THRESHOLDS).

· WATER, SNOW, DIRT, DEBRIS, OR OTHER TRANSIENT ACCUMULATION WHICH TEMPORARILY OBSCURES PAVEMENT MARKINGS OR

PAVEMENT EDGES, OR DEGRADES VISIBILITY OF RUNWAY/TAXIWAY MARKINGS OR LIGHTING.

· INADEQUATE OR IMPROPER METHOD OF MARKING, BARRICADING, AND LIGHTING OF TEMPORARILY CLOSED PORTIONS OF THE AIRPORT

OPERATIONS AREA (AOA).

· TRASH OR OTHER MATERIALS WITH FOREIGN OBJECT DAMAGE (FOD) POTENTIAL; WHETHER ON RUNWAYS, TAXIWAYS, OR APRONS; OR

IN RELATED SAFETY AREAS.

· INADEQUATE BARRICADING OR OTHER MARKING WHICH IS PLACED TO SEPARATE CONSTRUCTION OR MAINTENANCE AREAS FROM

OPEN AIRCRAFT OPERATING AREAS.

· FAILURE TO CONTROL UNAUTHORIZED VEHICLE AND HUMAN ACCESS TO ACTIVE AIRCRAFT OPERATING AREAS.

· FAILURE TO MAINTAIN RADIO COMMUNICATION BETWEEN CONSTRUCTION/MAINTENANCE VEHICLES AND THE AIRPORT UNICOM.

· CONSTRUCTION/MAINTENANCE ACTIVITIES OR MATERIALS WHICH COULD HAMPER THE RESPONSE OF AIRCRAFT RESCUE AND FIRE

FIGHTING (ARFF) EQUIPMENT FROM REACHING ALL AIRCRAFT OR ANY PART OF THE RUNWAY/TAXIWAY SYSTEM, RUNWAY APPROACH

AND DEPARTURE AREAS AND AIRCRAFT PARKING LOCATIONS.

· BIRD ATTRACTIONS ON AIRPORT SUCH AS: EDIBLES (FOOD, SCRAPS, ETC.), MISCELLANEOUS TRASH, OR PONDED WATER.

(6) THE CONTRACTOR SHALL CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY STANDARDS CONTAINED HEREIN. THE CONTRACTOR SHALL INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS NECESSARY AND PROMPTLY TAKE ALL STEPS NECESSARY TO PREVENT/REMEDY ANY UNSAFE OR POTENTIALLY UNSAFE CONDITIONS OR ACTIVITIES DISCOVERED.

(7) BEFORE ACTUAL COMMENCEMENT OF CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY, IN WRITING, AT LEAST 48 HOURS IN ADVANCE, THE OWNER OR ITS AUTHORIZED REPRESENTATIVE OF HIS INTENTIONS OF CONSTRUCTION, STATING THE PROPOSED TIME, DATE, AND AREA IN WHICH WORK WILL COMMENCE.

(8) UPON COMPLETION OF WORK AND RETURN OF ALL RELATED AREAS TO STANDARD CONDITIONS, THE CONTRACTOR SHALL AGAIN NOTIFY THE OWNER OR ITS AUTHORIZED REPRESENTATIVE, IN WRITING, AND DESCRIBE THE AREA THAT IS COMPLETE AND AVAILABLE FOR

NORMAL AIRPORT OPERATIONS.

(9) BLUE RIDGE REGIONAL AIRPORT WILL BE RESPONSIBLE FOR ISSUING APPROPRIATE NOTICE TO AIRMEN (NOTAM) CONCERNING

CONSTRUCTION ACTIVITY ON THE AIRFIELD.

(D) MOTORIZED VEHICLES

(1) THIS PROJECT INCLUDES WORK WITHIN THE ACTIVE AIRCRAFT OPERATIONS AREA (AOA) (I.E. THE SECURE PORTION OF THE AIRPORT). ALL PERMITTED VEHICLES SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3 FOOT BY 3 FOOT OR LARGER, ORANGE AND WHITE CHECKERBOARD, PLASTIC FLAG. EACH CHECKERBOARD COLOR SHALL BE 1 FOOT SQUARE. ANY VEHICLE OPERATING IN THE AOA DURING THE HOURS OF DARKNESS SHOULD BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT, MOUNTED ON THE TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. DARKNESS SHALL BE DEFINED AS ONE HOUR BEFORE OFFICIAL SUNSET UNTIL ONE HOUR AFTER SUNRISE.

(E) RADIO COMMUNICATIONS

(1) RADIO COMMUNICATIONS ARE REQUIRED BETWEEN THE CONTRACTOR AND THE AIRPORT UNICOM. RADIO CONTACT IS REQUIRED AT ALL TIMES WHILE THE CONTRACTOR HAS PERSONNEL AND EQUIPMENT ON THE PROJECT SITE AND WHILE THEY ARE IN AN ACTIVE AIRCRAFT OPERATIONS AREA (AOA) OF THE AIRPORT. THE CONTRACTOR SHALL MAINTAIN A RADIO THAT IS CAPABLE OF TRANSMITTING AND RECEIVING COMMUNICATIONS ON A CTAF/UNICOM FREQUENCY OF 122.7 MHz. THIS UNICOM FREQUENCY IS TO BE USED ONLY FOR

MONITORING AIRCRAFT WHEN WITHIN ACTIVE FACILITIES.

(2) THE CONTRACTOR SHALL USE A SEPARATE FREQUENCY FOR OTHER CONSTRUCTION ACTIVITIES. SUFFICIENT RADIOS SHALL BE ON SITE AND OPERATING AT ALL TIMES SO THAT INSTRUCTIONS OR COMMUNICATIONS MAY BE DISPATCHED TO ALL CREWS AND/OR EQUIPMENT WORKING IN AN ACTIVE AOA WITHIN ONE MINUTE AFTER RECEIPT FROM THE AIRPORT REPRESENTATIVE.

(3) A RADIO SHALL ALSO BE FUNISHED BY THE CONTRACTOR TO THE RESIDENT ENGINEER. THIS RADIO SHALL BE CAPABLE OF TRANSMITTING AND RECEIVING CTAF/UNICOM COMMUNICATIONS ON A FREQUENCY OF 122.7 MHz.

(F) FOREIGN OBJECT DEBRIS (FOD)

(1) DEBRIS, WASTE, AND LOOSE MATERIAL (INCLUDING DUST AND DIRT) CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEAR OR PROPELLERS, OR BEING INGESTED INTO JET ENGINES, SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS OR ADJACENT GRASSED AREAS. MATERIALS OBSERVED TO BE WITHIN THESE AREAS SHALL BE REMOVED IMMEDIATELY AND/OR CONTINUOUSLY BY THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO HAVE A SWEEPING MACHINE AND OPERATOR ON SITE AND READY AT ALL TIMES DURING CONSTRUCTION ACTIVITY. WHERE CONSTRUCTION TRAFFIC ON OR ACROSS RUNWAYS, TAXIWAYS, OR APRONS IS REQUIRED, THE CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL AND EQUIPMENT TO KEEP SUCH SURFACES CLEAR OF DEBRIS.

(G) TRAFFIC CONTROL/FLAGMEN

(1) IN ACCORDANCE WITH THE SPECIFICATIONS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH FLAGMEN AS NECESSARY TO CONTROL HIS, PUBLIC, AND AIRPORT TRAFFIC (UNLESS OTHERWISE DIRECTED BY THE ENGINEER).

(2) ALL CONTRACTOR VEHICLES THAT ARE REQUIRED TO CROSS ACTIVE RUNWAYS, TAXIWAYS AND APRONS SHALL DO SO UNDER THE DIRECT CONTROL OF A COMPETENT FLAGMAN WHO IS IN DIRECT RADIO CONTACT WITH AIRPORT UNICOM. ALL AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS, AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. AT NO TIME SHALL THE CONTRACTOR'S VEHICLES OR PERSONNEL BE ALLOWED TO ENTER OR CROSS ACTIVE RUNWAYS, SAFETY AREAS OR CLEAR ZONES WITHOUT PROPER

AUTHORIZATION FROM AN AIRPORT REPRESENTATIVE.

(H) MISCELLANEOUS

· OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE

BEEN TAKEN AND THE PROCEDURE PREVIOUSLY APPROVED BY THE ENGINEER.

· EQUIPMENT AND STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT

JET BLAST OR WIND CONDITIONS IN EXCESS OF 10 KNOTS.

· THE CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADES WITH FLASHING RED LIGHTS AS SHOWN ON THE DRAWINGS TO DELINEATE THE WORK AREAS WHEN CLOSED TO AIRPORT TRAFFIC. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN THE AOA SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS

OF LIMITED VISIBILITY AND DARKNESS.

· ALL MATERIALS AND EQUIPMENT WHEN NOT IN USE SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRCRAFT OPERATIONS AND NOT PENETRATE CLEARANCE SURFACES DEFINED PREVIOUSLY AS SHOWN ON THE GENERAL

PROJECT LAYOUT. EQUIPMENT SHALL BE PARKED AT THE STAGING AREA WHEN NOT IN USE.

· MAXIMUM EQUIPMENT HEIGHT SHALL NOT EXCEED 20 FEET UNLESS PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER.

· UPON COMPLETION OF ANY STAGE/PHASE OF WORK, THE ENGINEER WILL ARRANGE A PHYSICAL INSPECTION OF THE AREA WITH THE

AIRPORT OPERATIONS PERSONNEL PRIOR TO OPENING ANY PORTION OR WHOLE RUNWAY, TAXIWAY, RAMP AREA OR AIRPORT ROADWAY THAT HAS BEEN CLOSED FOR WORK, USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.

· THE CONTRACTOR SHALL PROVIDE THE AIRPORT DIRECTOR WITH A CURRENT LIST OF ALL EMPLOYEES WORKING ON THE AIRPORT. THE LIST SHALL BE MAINTAINED CURRENT BY THE CONTRACTOR AND APPLIES TO THE CONTRACTOR AND ALL SUBCONTRACTORS.

· THE CONTRACTOR SHALL FAMILIARIZE HIS PERSONNEL WITH CLEARANCES NEEDED TO PROVIDE FOR THE SAFE OPERATION OF

RUNWAYS AND TAXIWAYS AS SHOWN IN THE PLANS.

· EXCEPT FOR EMERGENCIES, ALL CONTACT WITH AIRPORT PERSONNEL SHALL BE MADE THROUGH THE RESIDENT ENGINEER. FOR EMERGENCIES INVOLVING SAFETY (INJURIES, FIRES, SECURITY BREACHES, ETC.) THE CONTRACTOR SHALL MAKE DIRECT CONTACT WITH AIRPORT OPERATIONS FOLLOWED BY NOTIFICATION TO THE RESIDENT ENGINEER AS SOON AS POSSIBLE.

· THE CONTRACTOR SHALL PROVIDE THE PHONE NUMBERS OF THREE (3) PERSONNEL, INCLUDING THE PROJECT SUPERINTENDENT, WHO MAY BE CONTACTED IN AN EMERGENCY. THESE PERSONNEL SHALL BE ON CALL 24 HOURS PER DAY FOR MAINTAINING AIRPORT HAZARD LIGHTING AND BARRICADES. IN AN EMERGENCY THE CONTRACTOR SHALL CONTACT THE AIRPORT MANAGER AND ENGINEER.

· IN ACCORDANCE WITH THE SPECIFICATIONS, FEDERAL WAGE RATES SHALL BE POSTED IN THE PRIMARY STAGING AREA IN A

WEATHERPROOF ENCLOSURE.

· CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.

· LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

· ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT." THE CONTRACTOR SHALL INSURE THAT THE

METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH OSHA REGULATIONS.

· IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.

INFORMATION PROVIDED HEREIN HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE

OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.

· CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SAFETY AT THE AIRPORT AT ALL TIMES. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE DISCOVERED. SEE THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) DRAWING SHEETS AND REPORT FOR FURTHER INFORMATION.

M ar ch

9, Z:

\P ro je ct s\ bl ue r id ge a irp or t a ut ho rit y\

W K

M

TV

-R un w ay E xt en si on

C on st ru ct io n P ha se

C

P S

\C A

D D

\T ax iw ay

E dg e Li gh t P la n

S et

\S he et s\

_C

_S H

T_ C

S P

P D

E

TA

IL

S

.d

B

C

D

E

F

G

H

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

N O

D

A

TE

R E

V

IS

IO

N

B Y

FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

B

LU

E R

ID

G

E R

E G

IO

N

A L

A

IR

P O

R T

TA

X

IW

A

Y E

D G

E L

IG

H

TI

N

G P

R O

JE

(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

C S

P P

N

O

TE

S A

N D

D E

TA

IL

S

TS

TS

A

TS

A

TSA

TSA

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TO

FA

TO

FA

TO

FA

TOFA

TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TS

A

TSA

TSA TSA TSA TSA TSA

TO

FA

TOFA TOFA TOFA TOFA TOFA

TS

A

TSA

TSA

TSA

TSATO

FA

TO

FA

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

1x C

O N

1x C

O N

1x

CO

N

1x

CO

N

1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

1x

CO

N

1xCON

1xCON 1xCON

1xCON

1xCON

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

1x

CO

N

1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

2xCON 2xCON 2xCON 2xCON 2xCON

1x C

O N

1x C

O N

1x C

O N

1x C

O N

1x C

O N

1x C

O N

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON 1xCON

1xCON

1xCON

1x

CON

1x

CON

D 22 (DI-7)

RIM = 938.64

18" INV IN = 934.44

18" INV OUT = 934.32

D 21 (DI-7)

RIM = 941.37

18" INV OUT = 937.23

RSARSARSARSARSARSARSARSARSARSARSARSARSARSA

19+00 20+00 21+00 22+00 23+00 24+00

0+

1+

2+

3+00 4+00 5+00 6+00 7+00

0+

1+

2+

3+

3+

AL

IG

N M

EN

T:

T W

Y A7

AL

IG

N M

EN

T:

T W

Y A

ALIGNMENT: RWY 13-31

ALIGNMENT: TWY A

SL-1

SL-2

SL-3

SL-4

SL-5

SL-6 SL-7

SL-8

SL-9

SL-10

SL-11

SL-12 SL-13 SL-14

SL-15

SL-16

SL-17

SL-18

SL-19

SL-20

SL-21

SL-22

REMOVE CONDUIT AND

CABLING AS REQUIRED TO

CONSTRUCT PROPOSED

TAXIWAY EDGE LIGHTS

EXIST. 2-WAY 2" CONDUIT:

TWY CIRCUIT

RWY CIRCUIT

EXIST. 2-WAY 2" CONDUIT:

TWY CIRCUIT

RWY CIRCUIT

EXIST. 2-WAY 2" CONDUIT:

TWY CIRCUIT

RWY CIRCUIT

EXIST. 2-WAY 2" CONDUIT:

TWY CIRCUIT

RWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

REMOVE CONDUIT AND

CABLING AS REQUIRED TO

CONSTRUCT PROPOSED

TAXIWAY EDGE LIGHTS

REMOVE CONDUIT AND

CABLING AS REQUIRED TO

CONSTRUCT PROPOSED

TAXIWAY EDGE LIGHTS

REMOVE CONDUIT AND

CABLING AS REQUIRED TO

CONSTRUCT PROPOSED

TAXIWAY EDGE LIGHTS

EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. CABLES TO BE REMOVED FROM

EXISTING CONDUIT TO REMAIN.

EXIST. CABLES TO BE REMOVED FROM

EXISTING CONDUIT TO REMAIN.

SALVAGE TAXIWAY EDGE LIGHTS (TWY A)

POINT NUM.

SL-1

SL-2

SL-3

SL-4

SL-5

SL-6

SL-7

SL-8

SL-9

SL-10

SL-11

SL-12

SL-13

SL-14

ALIGNMENT

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

TWY A

STATION

0+65.24

0+99.82

1+38.98

1+78.80

2+92.11

4+39.41

4+93.83

0+60.00

0+99.65

1+38.81

1+78.65

3+28.94

4+21.80

5+11.44

OFFSET

-27.99

-27.89

-27.78

-27.71

-27.50

-27.50

-27.50

38.68

31.83

29.46

30.52

44.82

44.82

44.82

NORTHING

3394506.2412

3394536.4031

3394570.5581

3394605.3112

3394709.4410

3394646.1639

3394619.6855

3394469.2196

3394507.1902

3394542.5585

3394576.8490

3394636.7442

3394591.5559

3394547.9347

EASTING

11034283.3994

11034300.3149

11034319.4698

11034338.9062

11034418.8393

11034571.1422

11034618.6771

11034339.0967

11034352.4042

11034369.3957

11034389.7050

11034439.4382

11034520.5616

11034598.8719

SALVAGE TAXIWAY EDGE LIGHTS (TWY A7)

POINT NUM.

SL-15

SL-16

SL-17

SL-18

SL-19

SL-20

SL-21

SL-22

ALIGNMENT

TWY A7

TWY A7

TWY A7

TWY A7

TWY A7

TWY A7

TWY A7

TWY A7

STATION

0+60.00

0+99.65

1+38.81

1+78.65

0+60.00

0+99.65

1+38.81

1+78.65

OFFSET

-38.68

-31.83

-29.46

-30.52

38.68

31.83

29.46

30.52

NORTHING

3394418.0583

3394449.3602

3394482.4245

3394517.7425

3394380.4100

3394418.3807

3394453.7490

3394488.0395

EASTING

11034430.9432

11034456.2226

11034477.3502

11034495.8149

11034498.5305

11034511.8379

11034528.8295

11034549.1388 x x x x x x x x x

M ar ch

9, Z:

\P ro je ct s\ bl ue r id ge a irp or t a ut ho rit y\

W K

M

TV

-R un w ay E xt en si on

C on st ru ct io n P ha se

C

P S

\C A

D D

\T ax iw ay

E dg e Li gh t P la n

S et

\S he et s\

_C

_S H

T_ E

X A

N D

D E

M O

.d

B

C

D

E

F

G

H

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

N O

D

A

TE

R E

V

IS

IO

N

B Y

FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

B

LU

E R

ID

G

E R

E G

IO

N

A L

A

IR

P O

R T

TA

X

IW

A

Y E

D G

E L

IG

H

TI

N

G P

R O

JE

(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

E X

IS

TI

N G

C O

N D

IT

IO

N S

A N

D D

E M

O

LI

TI

O

N

S H

E E

T

SCALE: FEET

KEY MAP

1" = 500'

SHEET 6 SHEET 7

TSA

TSA TSA TSA TSA TSA

TO

FA

TOFA TOFA TOFA TOFA TOFA

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

ED3 (GRATE)

TOP=930.99'

INV. OUT=908.54'

INV. IN=911.99'

ED2 (MH)

TOP=933.00'

INV. OUT=912.35'

INV. IN=912.81'

" R

CP

" R

CP

TSA TSA TSA TSA TSA

TSA

TSA

TOFA TOFA TOFA TOFA TOFA

TO

FA

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

1x

CO

N

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON

1xCON

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

2x C

O N

1xCON 1xCON

1xCON

1xCON 1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON

1xCON

1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

1xCON 1xCON

1x C

O N

1x C

O N

1x C

O N

1x C

O N

1xC

ON

1xC

ON

1xC

ON

1xC

ON

1xCON 1xCON

1xCON 1xCON

1xCON 1xCON 1xCON 1xCON 1xCON 1xCON

D 26 (DI-7)

RIM = 930.12

18" INV OUT = 926.47

D 27 (DI-7)

RIM = 931.92

18" INV IN = 924.92

24" INV OUT = 924.41

D 28 (DI-7)

RIM = 931.68

24" INV IN = 923.16

24" INV OUT = 918.19

D

AL

IG

N M

EN

T:

T W

Y A6

29+00 30+00 31+00 32+00 33+00

12+00 13+00 14+00 15+00 16+00

0+

1+

2+

3+

3+

ALIGNMENT: TWY A

ALIGNMENT: RWY 13-31

SL-23 SL-24

SL-25 SL-26

SL-27

SL-28

SL-29

SL-30

SL-31

SL-32

SL-33

SL-34

EXIST. 2-WAY 2" CONDUIT:

TWY CIRCUIT

RWY CIRCUIT

EXIST. 2-WAY 2" CONDUIT:

TWY CIRCUIT

RWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

TWY CIRCUIT

REMOVE CONDUIT AND

CABLING AS REQUIRED TO

CONSTRUCT PROPOSED

TAXIWAY EDGE LIGHTS

REMOVE CONDUIT AND

CABLING AS REQUIRED TO

CONSTRUCT PROPOSED

TAXIWAY EDGE LIGHTS

EXIST. 1-WAY 2" CONDUIT:

PAPI CIRCUIT

EXIST. 1-WAY 2" CONDUIT:

PAPI CIRCUIT

EXIST. RWY 31 PAPI

EXIST. LIGHT TO REMAIN EXIST. LIGHT TO REMAIN

EXIST. LIGHT TO REMAIN

EXIST. CABLES TO BE REMOVED FROM

EXISTING CONDUIT TO REMAIN.

SALVAGE TAXIWAY EDGE LIGHTS (TWY A)

POINT NUM.

SL-23

SL-24

SL-25

SL-26

ALIGNMENT

TWY A

TWY A

TWY A

TWY A

STATION

13+39.41

13+93.83

13+21.80

14+11.44

OFFSET

-27.50

-27.50

44.82

44.82

NORTHING

3394208.1992

3394181.7208

3394153.5913

3394109.9700

EASTING

11035357.3909

11035404.9257

11035306.8103

11035385.1206

SALVAGE TAXIWAY EDGE LIGHTS (TWY A6)

POINT NUM.

SL-27

SL-28

SL-29

SL-30

SL-31

SL-32

SL-33

SL-34

ALIGNMENT

TWY A6

TWY A6

TWY A6

TWY A6

TWY A6

TWY A6

TWY A6

TWY A6

STATION

0+60.00

0+99.65

1+38.81

1+78.65

0+60.00

0+99.65

1+38.81

1+78.65

OFFSET

-38.68

-31.83

-29.46

-30.52

38.68

31.83

29.46

30.52

NORTHING

3393980.0936

3394011.3955

3394044.4598

3394079.7778

3393942.4454

3393980.4160

3394015.7843

3394050.0748

EASTING

11035217.1918

11035242.4713

11035263.5988

11035282.0636

11035284.7791

11035298.0866

11035315.0781

11035335.3874 x x x x x x x x x

M ar ch

9, Z:

\P ro je ct s\ bl ue r id ge a irp or t a ut ho rit y\

W K

M

TV

-R un w ay E xt en si on

C on st ru ct io n P ha se

C

P S

\C A

D D

\T ax iw ay

E dg e Li gh t P la n

S et

\S he et s\

_C

_S H

T_ E

X A

N D

D E

M O

.d

B

C

D

E

F

G

H

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

N O

D

A

TE

R E

V

IS

IO

N

B Y

FINAL DESIGN FOR BIDDING

(NOT FOR CONSTRUCTION)

DATE:

JOB NO:

JUNE 5, 2026

20240541.00.WK

B

LU

E R

ID

G

E R

E G

IO

N

A L

A

IR

P O

R T

TA

X

IW

A

Y E

D G

E L

IG

H

TI

N

G P

R O

JE

(t) 276-957-2291 www.flyblueridge.com

1872 PRATT DRIVE

SUITE 1900

BLACKSBURG, VA 24060

(t) 540-617-0870 www.ardurra.com

E X

IS

TI

N G

C O

N D

IT

IO

N S

A N

D D

E M

O

LI

TI

O

N

S H

E E

T

SCALE: FEET

EXISTING CONDITIONS & DEMOLITION NOTES:

1. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS.

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER

PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ANY WIRING AND UTILITIES THAT MAY PASS THROUGH THE CONSTRUCTION AREA. SHOULD ANY ACTIVE WIRING BE CUT BY EXCAVATION, SUCH SHALL BE PROMPTLY REPAIRED (IN A MANNER APPROVED BY THE ENGINEER AND THE OWNER) AND LEFT IN OPERATING CONDITION AT THE CONTRACTOR'S EXPENSE. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IF SHOWN ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE UNDERGROUND UTILITIES AND FACILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN.

HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED.

4. EXISTING FEATURES NOT SHOWN TO BE REMOVED SHALL BE PROTECTED BY THE CONTRACTOR. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S PERSONNEL OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL ITEMS SHOWN FOR DEMOLITION AND REMOVAL IN A SAFE AND LEGAL MANNER. CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. DISPOSAL

COSTS ARE INCIDENTAL TO PAYMENT FOR THE ITEM BEING REMOVED.

6. EXISTING AIRFIELD LIGHTS INDICATED FOR REMOVAL AND RELOCATION SHALL BE SALVAGED IN A MANNER THAT WILL ALLOW REUSE OF THE LIGHTING FIXTURE, BASE CAN, AND PRE-CAST CONCRETE APRON.

7. COUNTERPOISE WIRING FOR EXISTING AIRFIELD LIGHTING FIXTURES, SIGNS, JUNCTIONS, AND CABLING WHICH IS NOT BEING RELOCATED, SHALL BE PROTECTED AND REMAIN FUNCTIONAL UNTIL NEW COUNTERPOISE, GROUND RODS, AND THERMOWELD CONNECTIONS ARE MADE.

8. CONTRACTOR TO MAINTAIN FUNCTION OF ENTIRE EXISTING RUNWAY AND PAPI LIGHTING CIRCUITS THROUGHOUT CONSTRUCTION. IN ADDITION, CONTRACTOR TO MAINTAIN FUNCTION OF TAXIWAY LIGHTING CIRCUIT FROM PARALLEL TAXIWAY A STATION 14+50 TO THE RUNWAY 31 THRESHOLD. THIS MAY REQUIRE THE PLACEMENT OF TEMPORARY JUMPER CABLES WHILE SECTIONS OF EXISTING CONDUIT AND CABLING ARE

BEING REMOVED AND RELOCATED.

KEY MAP

1" = 500'

SHEET 6 SHEET 7

TS

A

TS

A

TSA

TSA

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TO

FA

TO

FA

TO

FA

TOFA

TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TS

A

TSA

TSA TSA TSA TSA TSA

TO

FA

TOFA TOFA TOFA TOFA TOFA

TS

A

TSA

TSA

TSA

TSATO

FA

TO

FA

D 22 (DI-7)

RIM = 938.64

18" INV IN = 934.44

18" INV OUT = 934.32

D 21 (DI-7)

RIM = 941.37

18" INV OUT = 937.23

19+00 20+00 21+00 22+00 23+00 24+00

0+

1+

2+

3+00 4+00 5+00 6+00 7+00

0+

1+

2+

3+

3+

RSARSARS…