24072 - ROA - As-Bid 2026-05-19 - Signed.pdf

ROANOKE-BLACKSBURG REGIONAL AIRPORT

ROANOKE, VIRGINIA

ROANOKE REGIONAL AIRPORT COMMISSION

FOR THE

DELTA PROJECT NO. 24072

MAY 2026

REHABILITATE RUNWAY 6-24

RRAC BID NO.

AIP PROJECT NO. 3-51-0045-074-2025 (DESIGN)

AIP PROJECT NO. PENDING (CONSTRUCTION)

VICINITY MAP

LEXINGTON

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BLUE

64p

BEDFORD

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ROANOKE

AIRPORT

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RIDGE

BUENA VISTA

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LYNCHBURG

ROCKY MOUNT

MARTINSVILLE

DANVILLE

58o

29o

220o p81

ROANOKE

SMITH

MOUNTAIN

LAKE

N

APPROX SCALE:

1"= 13 MILE

BIDDING NOTES:

1. ALTERNATE 1 SCOPE INCLUDES ALL WORK SHOWN IN THE PLANS.

2. ALTERNATE 2 SCOPE INCLUDES ALL WORK SHOWN IN THE PLANS

FROM BASELINE "RW 6-24" STA 9+00.00 TO STA 33+18.00 UNLESS

OTHERWISE NOTED.

3. ALTERNATE 3 SCOPE INCLUDES ALL WORK SHOWN IN THE PLANS

FROM BASELINE "RW 6-24" STA 9+00.00 TO STA 27+25.00 UNLESS

OTHERWISE NOTED.

4. THE CONTRACTOR IS REQUIRED TO BID ALTERNATE 1,

ALTERNATE 2 AND ALTERNATE 3.

5. THE QUANTITIES SHOWN FOR EACH ALTERNATE ARE

INDEPENDENT; I.E. EACH ALTERNATE SHALL STAND ALONE AS AN

INDIVIDUAL PROJECT. ONLY ONE (1) ALTERNATE WILL BE

AWARDED.

6. THE OWNER RESERVES THE RIGHT TO AWARD ALTERNATE 1,

ALTERNATE 2, ALTERNATE 3, OR TO REJECT ALL BIDS AND

READVERTISE.

7. THE LOW BIDDER FOR EACH ALTERNATE SHALL BE CONSIDERED

THE LOWEST RESPONSIVE AND RESPONSIBLE BIDDER ON EACH

ALTERNATE.

8. THE OWNER RESERVES THE RIGHT TO AWARD THE PROJECT

WHICH IS IN THE BEST INTEREST OF THE OWNER.

9. IF ALTERNATE 1 IS AWARDED, IT WILL BE COMPLETED OVER TWO

YEARS. THE SPLIT BETWEEN THE YEARS WILL BE BASED ON THE

FUNDING AVAILABLE AND SEPARATE NOTICE TO PROCEEDS WILL

BE ISSUED EACH YEAR. NO WORK WILL BE PERMITTED TO BEGIN

ON ANY YEAR 2 WORK UNTIL FUNDING HAS BEEN SECURED.

WORK WILL BE ROUGHLY SPLIT EVENLY BETWEEN THE TWO

YEARS. FAA ANTICIPATES PROVIDE ABOUT 55% OF PROJECT

FUNDING IN FY 2026 AND THE REMAINING 45% IN FY 2027.

ALTERNATE 1 - FUNDING AVAILABILITY

BY SUBMITTING A BID, BIDDER ACKNOWLEDGES AND AGREES THAT:

1. THE CONTRACT FOR ALTERNATE 1 IS SUBJECT TO AND

CONDITIONED UPON AWARD OF MULTIPLE GRANTS TO THE

OWNER BY THE FEDERAL AVIATION ADMINISTRATION (FAA) TO BE

AWARDED ON SEPARATE TIMELINES AND FISCAL YEARS.

2. THE OWNER SPECIFICALLY RETAINS THE RIGHT TO CANCEL AND

TERMINATE WITHOUT PREJUDICE THE YEAR 2 PORTION OF THE

ALTERNATE 1 CONTRACT IN THE EVENT THE OWNER IS NOT

AWARDED FY 2027 GRANT FUNDS SUFFICIENT TO FUND YEAR 2

COSTS, AS DETERMINED IN THE SOLE AND EXCLUSIVE

DISCRETION OF THE OWNER. THE OWNER SHALL NOTIFY THE

CONTRACTOR OF SUCH CANCELLATION BY SEPTEMBER 30, 2027.

3. IF YEAR 2 OF THE ALTERNATE 1 CONTRACT IS CANCELLED, THE

CONTRACTOR SHALL BE DUE NO FURTHER PAYMENT, AND THE OWNER

SHALL NOT BE LIABLE TO CONTRACTOR FOR ANY PAYMENT, DAMAGES,

LOST PROFITS, CLAIMS, OR COSTS OF ANY KIND BASED ON SUCH

CANCELLATION OR STOP WORK ORDER.

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

OF

w w w . d e l t a a i r p o r t . c o m

2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301

REHABILITATE RUNWAY 6-24

COVER SHEET

ROANOKE-BLACKSBURG REGIONAL AIRPORT

3-51-0045-074-2025 24072

RAS

WME/SRS

MAY 2026

NONE

AIP NO.

SHEET INDEX

SHEET # TITLE

1 COVER SHEET

2 GENERAL LAYOUT

3 PROJECT NOTES

4 PHASING LAYOUT

5 SCHEMATIC PHASING SCHEDULES

6 PHASING DETAILS

7 CONSTRUCTION NOTES

8 DEMOLITION LAYOUT

9 DEMOLITION LAYOUT

10 DEMOLITION LAYOUT

11 DEMOLITION LAYOUT

12 DEMOLITION LAYOUT

13 DEMOLITION LAYOUT

14 PAVING LAYOUT

15 PAVING LAYOUT

16 PAVING LAYOUT

17 PAVING LAYOUT

18 PAVING LAYOUT

19 PAVING LAYOUT

20 GRADING & DRAINAGE ALTERNATE 1

21 GRADING & DRAINAGE ALTERNATE 1

22 GRADING & DRAINAGE ALTERNATE 1

23 GRADING & DRAINAGE ALTERNATE 1

24 GRADING & DRAINAGE ALTERNATE 1

25 GRADING & DRAINAGE ALTERNATE 1

26 GRADING & DRAINAGE ALTERNATE 2

27 GRADING & DRAINAGE ALTERNATE 2

28 GRADING & DRAINAGE ALTERNATE 3

29 GRADING & DRAINAGE ALTERNATE 3

SHEET INDEX

SHEET # TITLE

30 PAVEMENT DETAILS

31 PAVEMENT TIE-IN & TRANSITION DETAILS

32 MARKING & GROOVING LAYOUT

33 MARKING & GROOVING LAYOUT

34 MARKING & GROOVING LAYOUT

35 MARKING & GROOVING LAYOUT

36 MARKING & GROOVING LAYOUT

37 MARKING & GROOVING LAYOUT

38 MARKING NOTES

39 MARKING DETAILS

40 ELECTRICAL LAYOUTS

41 ELECTRICAL LAYOUTS

42 ELECTRICAL LAYOUTS

43 ELECTRICAL LAYOUTS

44 ELECTRICAL LAYOUTS

45 ELECTRICAL LAYOUTS

46 ELECTRICAL NOTES

47 ELECTRICAL DETAILS

48 ELECTRICAL DETAILS

49 ELECTRICAL VAULT PLAN

50 ELECTRICAL SECTION VIEWS

51 ELECTRICAL RISER DIAGRAM

52 ELECTRICAL DETAILS & SCHEDULE

53 ELECTRICALSPECIFICATIONS

54 CENTERLINE PROFILES ALTERNATE 1 ONLY

55 CENTERLINE PROFILES ALTERNATE 1 ONLY

56 CENTERLINE PROFILES ALTERNATE 1 ONLY

57 CENTERLINE PROFILES ALTERNATE 2 ONLY

58 CENTERLINE PROFILES ALTERNATE 3 ONLY

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Lic. No. 034088

DOUGLAS E. SANDER

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Lic. No. 045144

ESCHENFELDER

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AS-BID

FOR BIDDING PURPOSES

DO NOT USE FOR CONSTRUCTION

CONFORMED DOCUMENTS WILL BE

ISSUED SEPARATELY FOR CONSTRUCTION

MAY 2026

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EXISTING SUBGRADE

EXISTING VARIABLE DEPTH

PAVEMENT SECTION

EXISTING SUBGRADE

3"

OVERLAY MINIMUM 3"

MILL AND OVERLAY PAVEMENT SECTION

(3" NOMINAL)

NTSNOTES:

1. IF SCABBING IS ENCOUNTERED, AN ADDITIONAL 1" OF MILLING MAY BE

NECESSARY. ADDITIONAL MILLING SHALL BE INCIDENTAL TO THE MILLING

PAY ITEM. ADDITIONAL ASPHALT SHALL BE PAID IN ACCORDANCE WITH

THE P-401 SPECIFICATION.

P-603 TACK COAT

EXISTING SUBGRADE

EXISTING VARIABLE DEPTH

PAVEMENT SECTION

EXISTING SUBGRADE

3"

OVERLAY MINIMUM 3"

MILL AND OVERLAY PAVEMENT SECTION

(VARIABLE DEPTH)

NTSNOTES:

1. A MINIMUM OF A 0.5" OF MILLING IS REQUIRED TO ROUGHEN THE SURFACE

AND IMPROVE THE BOND BETWEEN THE OVERLAY AND THE EXISTING

PAVEMENT.

2. IF SCABBING IS ENCOUNTERED, AN ADDITIONAL 1" OF MILLING MAY BE

NECESSARY. ADDITIONAL MILLING SHALL BE INCIDENTAL TO THE MILLING

PAY ITEM. ADDITIONAL ASPHALT SHALL BE PAID IN ACCORDANCE WITH

THE P-401 SPECIFICATION.

3. THE CONTRACTOR SHALL SUBMIT A MILLING PLAN TO BE APPROVED BY

THE ENGINEER PRIOR TO THE START OF MILLING OPERATIONS.

PROPOSED SURFACE

0" - 3"

EXISTING SURFACE

3"

P-603 TACK COAT

TACK COAT APPLICATION RATES

SURFACE TYPE RESIDUAL RATE, GAL/SY EMULSION APPLICATION

BAR RATE, GAL/SY

NEW ASPHALT 0.02 - 0.05 0.03 - 0.07

EXISTING ASPHALT 0.04 - 0.07 0.06 - 0.11

MILLED SURFACE 0.04 - 0.08 0.06 - 0.12

NOTE:

1. REFERENCE IS DIRECTED TO ITEM P-603 OF THE SPECIFICATIONS

FOR ADDITIONAL DETAILS.

NOTES:

1. CRACKS SHALL BE ROUTED FULL DEPTH, 2" MINIMUM. MINIMUM ROUTED

WIDTH 3/4".

2. CRACK PREPARATION, ROUTING (IF REQUIRED), CRACK SEALANT/FILLER,

ETC. INCLUDED WITH CRACK REPAIR (P-101).

3. REMOVE ANY VEGETATION, DIRT, DAMPNESS, AND LOOSE MATERIAL FROM

CRACKS. APPLY HERBICIDE BEFORE FILLING.

CRACK REPAIR DETAIL (TYPE A)

(> 1/4" WIDTH, ≤ 1-1/2" WIDTH)

NTS

AFTER ROUTING AND CLEANING FILL

CRACK WITH AN APPROVED CRACK

SEALANT/FILLER MATERIAL (NOTE 4)

NOTE 1

EXISTING

BASE COURSE

EXISTING

SURFACE COURSE

PROPOSED P-401 ASPHALT

SURFACE COURSE OVERLAY

4. A FAST SETTING FLOWABLE NON-SHRINK, NON-METALLIC, RAPID SET GROUT SHALL BE

USED. GROUT SHALL PROVIDE A MINIMUM OF 90 PERCENT FILLED VOIDS.

CRACK REPAIR DETAIL (TYPE B)

(> 1-1/2" WIDTH)

NTS

TACK COAT (TYP)

EXISTING BASE COURSE

EXISTING

SURFACE COURSE

NOTES:

1. COMPACT ASPHALT CONCRETE PATCH WITH MECHANICAL

COMPACTOR (LOWER LIFTS) OR ROLLER (TOP LIFT).

2. PAVEMENT REMOVAL (MILLING) AND BITUMINOUS PATCH

INCLUDED IN UNIT PRICE PER LINEAR FOOT FOR "JOINT AND

CRACK REPAIR (TYPE B)".

3. DEPTH SHALL BE 6" OR THE FULL DEPTH OF THE COURSE,

WHICHEVER IS LESS.

4. IF CRACK EXTENDS INTO BASE COURSE, NON-SHRINK GROUT

SHALL BE USED TO FILL THE VOID.

REMOVE (BY MILLING OR SAWING)

EXISTING PAVEMENT TO A MINIMUM

WIDTH OF 24" AND PATCH WITH P-401

SAWCUT NEAT

VERTICAL FACE. (TYP)

PROPOSED P-401 ASPHALT

SURFACE COURSE OVERLAY

D

(NOTE 3)

SHOULDER PAVEMENT SECTION

NTS

COMPACTED SUBGRADE. SEE

ITEM P-152 FOR REQUIREMENTS.

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NOTES:

1. PLACE TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACE COURSE.

SEE "TACK COAT APPLICATION RATES" TABLE AND ITEM P-603 OF THE

SPECIFICATIONS.

2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUT THE

SUBGRADE TO REMOVE SOFT OR YIELDING MATERIAL.

NOTE 2

10"

4"

5% MAX.

P-209 CRUSHED

AGGREGATE BASE COURSE

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12" (PAY LIMIT)

1.5"

STEP OUT LOWER LIFTS

BY 3 INCHES FOR EACH

SUBSEQUENT LIFTVARIES

P-401 ASPHALT

SURFACE COURSE

NOTE 1

SINKHOLE TREATMENT

NTS

EXISTING

GROUND

LARGE DIAMETER ANGULAR

ROCK (MAX DIA. = 12")

LARGE ROCK AS REQUIRED

TO CHOKE THE SOLUTION

CHANNEL

NONWOVEN GEOTEXTILE FILTER

FABRIC (8 OZ. MINIMUM) TO

ENCAPSULATE ROCK FILL.

BEDROCK

NOTES:

1. EXCAVATE SOIL FROM SINKHOLE TO EXPOSE ROCK THROAT

2. AREAS OF SINKHOLE REPAIR SHALL BE DETERMINED IN THE FIELD BY THE

ENGINEER.

3. UNDERCUT LIMITS SHOULD BE DETERMINED BY THE ENGINEER DURING

SINKHOLE REPAIR.

4. TYPE AGGREGATE TO BE USED SHALL BE DETERMINED BY FIELD

CONDITIONS AND RECOMMENDATIONS OF THE ON-SITE GEOTECHNICAL

ENGINEER. REFER TO ITEM M-199.

SHOULDER PAVEMENT

SECTION

COMPACTED EMBANKMENT MATERIAL.

SHAPE AS ORDERED BY THE ENGINEER.

CAP SINKHOLE AREA

WITH 1" OF ASPHALT

AS ORDERED BY THE

ENGINEER

EXISTING

MANHOLE WALL

MATCH EXISTING

SLAB WIDTH

PROPOSED P.C.C.

1/2"

1/2"

1/4" MAX. BELOW

PAVEMENT SURFACE

1-1/4" MIN

PROPOSED BITUMINOUS

CONCRETE PAVEMENT

5/8" ROD BACK-UP

MATERIAL (CLOSED CELL)

P-605 JOINT SEALANT

REINSTALL EXISTING LID

INTERFACE JOINT SEE

DETAIL THIS SHEET

ADJUST MANHOLE TO GRADE DETAIL

NTS

INTERFACE JOINT DETAIL

NTS

EXISTING MANHOLE FRAME INSTALL NEENAH R-1979

ADJUSTING RING OR

APPROVED EQUIVALENT

NOTE 1

NOTES:

1. P-610 CONCRETE.

2. 4" LENGTH #3 REBAR. DRILL AND EPOXY 2" INTO EXISTING AND PROPOSED

PADS, MINIMUM 12 BARS PER SLAB, SPACED EVENLY AROUND FRAME.

PROVIDE MINIMUM 1.5" CONCRETE COVER OVER REBAR.

3. EXITING CONCRETE SHALL BE GRINDED 0"-1" DOWN SO THAT A MINIMUM OF

3" OF CONCRETE CAN BE PLACED OVER THE EXISTING CONCRETE PAD.

DEPTH OF CONCRETE GRINDING SHALL BE VERIFIED IN THE FIELD. IF

GREATER THAN 1" OF GRINDING IS REQUIRE TO REACH THE MINIMUM 3"

PROPOSED DEPTH, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

PRIOR TO BEGINNING WORK ON THE ADJUSTMENT OF STRUCTURE.

4. THOROUGHLY CLEAN AND DRY EXISTING SLAB AFTER GRINDING AND

APPLY EPOXY BONDING AGENT ACCORDING TO MANUFACTURER'S

INSTRUCTION PRIOR TO PLACING NEW CONCRETE.

5. ALL WORK SHOWN IS INCIDENTAL TO THE PAVEMENT MANHOLE

ADJUSTMENT PAY ITEM.

EXISTING CONCRETE SLAB

NOTE 2

MINIMUM 3" (NOTE 3)

2"±EXISTING GRADE

PROPOSED ELEVATION

NOTE 4

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

OF

w w w . d e l t a a i r p o r t . c o m

2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301

REHABILITATE RUNWAY 6-24

PAVEMENT DETAILS

ROANOKE-BLACKSBURG REGIONAL AIRPORT

3-51-0045-074-2025 24072

RAS

WME/SRS

MAY 2026

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Lic. No. 045144

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VARIES

NIGHTLY VARIABLE MILLING TIE-IN DETAIL

NTS

TIE-IN

(20' PER INCH OF OVERLAY)

SAW CUT NEAT VERTICAL

FACE. MATCH EXISTING

GRADE.

PROPOSED OVERLAY

TACK MILLED SURFACE

AND CUT EDGE

EXISTING ASPHALT PAVEMENT

PROPOSED P-401 ASPHALT

SURFACE COURSE OVERLAY

PROPOSED P-101 COLD MILLING

NOTES:

1. REMOVE ALL WEDGE MATERIAL PRIOR TO NEXT PAVING TO NEXT PAVING DAY, AND

PROVIDE SAW CUT WITH NEAT VERTICAL FACE FOR TIE-IN (NO SEPARATE PAY ITEM).

2. ASPHALT MATERIAL REQUIRED TO CONSTRUCT THE TRANSVERSE TIE-IN JOINT IN

ORDER TO REOPEN THE RUNWAY AT THE END OF EACH WORK PERIOD IS ELIGIBLE

FOR PAYMENT, TO THE LIMITS IDENTIFIED IN THIS DETAIL.

12"

PROPOSED OR EXISTING

BASE COURSE

EXISTING BASE COURSE

EXISTING SURFACE COURSE

PAVEMENT TIE-IN DETAIL

NTS

EDGE OF PAVEMENT

AS SHOWN ON PLANS

REMOVE AND REPLACE

EXISTING SURFACE

NEAT SAW CUT

(NO SEPARATE PAY ITEM)

P-603 TACK COAT

PROPOSED ASPHALT

SURFACE COURSE

EXISTING SURFACE

MAX 2% GRADE

(MIN 10' PER 1")

TEMPORARY WEDGE

APPLY HEAVY

TACK. FEATHER

AND ROLL EDGE

SMOOTH.

EMERGENCY LONGITUDINAL JOINT TIE-IN DETAIL

NTS

NOTES:

1. TIE-IN MATERIAL SHALL BE CONSIDERED INCIDENTAL TO THE PROECT

WITH NO MEASUREMENT.

2. REMOVE ALL WEDGE MATERIAL PRIOR TO NEXT PAVING DAY OR

RESUMING PAVING. PROVIDE NEAT VERTICAL FACE FOR THE TIE-IN.

3. FOR USE IN EVENT OF EQUIPMENT BREAKDOWN, CHANGED WEATHER

CONDITIONS, ETC., WHICH PRECLUDES COMPLETION OF FULL WIDTH.

P-401 ASPHALT SURFACE

COURSE OVERLAY ℄

TEMPORARY RUNWAY SHOULDER OVERLAY TIE IN

NTS

NOTES:

1. EXTEND OVERLAY AS NECESSARY TO MAINTAIN THICKNESS AND

COMPACTION REQUIREMENTS ON RUNWAY PAVEMENT. REMOVE ANY

WEDGE MATERIAL PRIOR TO NEXT PAVING DAY OR RESUMING PAVING.

PROVIDE NEAT VERTICAL FACE FOR THE TIE-IN.

2. DROP-OFF BETWEEN RUNWAY AND SHOULDER SHALL NOT EXCEED

THREE INCHES.

P-401 ASPHALT SURFACE

COURSE OVERLAY ℄

NOTE 1

3" MAXIMUM (NOTE 2)

150' RUNWAY WIDTH 25' WIDE RUNWAY

SHOULDER

EXISTING PAVEMENT

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

OF

w w w . d e l t a a i r p o r t . c o m

2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301

REHABILITATE RUNWAY 6-24

PAVEMENT TIE-IN &

TRANSITION DETAILS

ROANOKE-BLACKSBURG REGIONAL AIRPORT

3-51-0045-074-2025 24072

RAS

WME/SRS

MAY 2026

P REE

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Lic. No. 045144

ESCHENFELDER

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I NWILLIAM M.