23041 LYH - As-Bid 2024-05-21 - Signed (1).pdf

LYNCHBURG REGIONAL AIRPORT

LYNCHBURG, VIRGINIA

CITY OF LYNCHBURG

FOR THE

MAY 2024

REHABILITATE RUNWAY 4-22

VICINITY MAP

AIRPORT

REGIONAL

LYNCHBURG

Bedford

Lynchburg

Amherst

Lexington Buena Vista

Brookneal

Blue

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29o

11o

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81p

DELTA PROJECT NO. 23041

(DESIGN AND CONSTRUCTION)

CITY PROCUREMENT NO. 2025-001

PROJECT INFORMATION:

PARCEL ID: 22-A-5

ZONING: B-HC

PARCEL OWNER: CITY OF LYNCHBURG

VDOT MAINTAINED ROADWAYS: AIRPORT ROAD

OWNERS OF ABUTTING PROPERTY NEAR PROJECT: CITY OF LYNCHBURG

DISTURBED AREA: 5.3 ACRES

AIP PROJECT NO. 3-51-0029-PENDING

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

COVER SHEET

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

NONE

SHEET INDEX

SHEET # TITLE

1 COVER SHEET

2 SUMMARY OF QUANTITIES

3 GENERAL LAYOUT

4 GENERAL NOTES

5 PHASING LAYOUT

6 PHASING NOTES

7 PHASING DETAILS

8 EXISTING SITE CONDITION

9 EXISTING SITE CONDITION

10 EXISTING SITE CONDITION

11 EXISTING SITE CONDITION

12 EXISTING SITE CONDITION

13 EXISTING SITE CONDITION

14 EXISTING SITE CONDITION

15 EXISTING SITE CONDITION

16 EXISTING SITE CONDITION

17 EXISTING SITE CONDITION

18 EXISTING SITE CONDITION

19 EXISTING SITE CONDITION

20 EXISTING SITE CONDITION

21 CONSTRUCTION NOTES

22 DEMOLITION PLAN

23 DEMOLITION PLAN

24 DEMOLITION PLAN

25 DEMOLITION PLAN

26 DEMOLITION PLAN

27 DEMOLITION PLAN

28 DEMOLITION PLAN

29 DEMOLITION PLAN

30 DEMOLITION PLAN

31 DEMOLITION PLAN

32 DEMOLITION PLAN

33 DEMOLITION PLAN

34 DEMOLITION PLAN

35 GEOMETRIC LAYOUT

36 GEOMETRIC LAYOUT

37 GEOMETRIC LAYOUT

38 GEOMETRIC LAYOUT

39 GEOMETRIC LAYOUT

40 GEOMETRIC LAYOUT

41 GEOMETRIC LAYOUT

42 GEOMETRIC LAYOUT

43 GEOMETRIC LAYOUT

44 GEOMETRIC LAYOUT

45 GRADING & DRAINAGE

46 GRADING & DRAINAGE

47 GRADING & DRAINAGE

48 GRADING & DRAINAGE

49 GRADING & DRAINAGE

50 GRADING & DRAINAGE

51 GRADING & DRAINAGE

52 GRADING & DRAINAGE

53 GRADING & DRAINAGE

54 GRADING & DRAINAGE

55 GRADING & DRAINAGE

56 EROSION & SEDIMENT CONTROL LAYOUT

57 EROSION & SEDIMENT CONTROL NOTES

58 EROSION & SEDIMENT CONTROL DETAILS

59 TYPICAL SECTIONS

60 PAVING DETAILS

61 MARKING LAYOUT

62 MARKING LAYOUT

SHEET INDEX

SHEET # TITLE

63 MARKING LAYOUT

64 MARKING LAYOUT

65 MARKING LAYOUT

66 MARKING LAYOUT

67 MARKING LAYOUT

68 MARKING LAYOUT

69 MARKING LAYOUT

70 MARKING LAYOUT

71 MARKING DETAILS

72 MARKING DETAILS

73 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

74 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

75 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

76 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

77 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

78 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

79 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

80 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

81 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

82 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

83 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

84 ELECTRICAL LAYOUT (ALTERNATE 1 ONLY)

85 ELECTRICAL NOTES (ALTERNATE 1 ONLY)

86 TRENCH & DUCT BANK DETAILS (ALTERNATE 1 ONLY)

87 LIGHT FIXTURE DETAILS (ALTERNATE 1 ONLY)

88 THRESHOLD LIGHTS HOUSEKEEPING PAD DETAIL

89 RUNWAY 4 & 22 PAPI DETAILS (ALTERNATE 1 ONLY)

90 PAPI LIGHTS DETAILS (ALTERNATE 1 ONLY)

91 LED REIL DETAILS

92 SIGN SCHEDULE AND DETAILS (ALTERNATE 1 ONLY)

93 SIGN DETAILS (ALTERNATE 1 ONLY)

94 SIGN DETAILS (ALTERNATE 1 ONLY)

95 SIGN DETAILS (ALTERNATE 1 ONLY)

96 VAULT EQUIPMENT PLAN (ALTERNATE 1 ONLY)

97 CENTERLINE PROFILES STATION 10+00 TO 28+50

98 CENTERLINE PROFILES STATION 28+50 TO 46+50

99 CENTERLINE PROFILES STATION 46+50 TO 64+50

100 CENTERLINE PROFILES STATION 64+50 TO 82+50

101 RUNWAY 17-35 CENTERLINE PROFILE

102 CROSS SECTIONS STATION 10+00 TO 12+50

103 CROSS SECTIONS STATION 13+00 TO 15+50

104 CROSS SECTIONS STATION 16+00 TO 18+50

105 CROSS SECTIONS STATION 19+00 TO 21+50

106 CROSS SECTIONS STATION 22+00 TO 24+50

107 CROSS SECTIONS STATION 25+00 TO 28+50

108 CROSS SECTIONS STATION 29+00 TO 31+50

109 CROSS SECTIONS STATION 32+00 TO 34+50

110 CROSS SECTIONS STATION 35+00 TO 37+50

111 CROSS SECTIONS STATION 38+00 TO 40+50

112 CROSS SECTIONS STATION 41+00 TO 43+50

113 CROSS SECTIONS STATION 44+00 TO 47+50

114 CROSS SECTIONS STATION 48+00 TO 51+50

115 CROSS SECTIONS STATION 52+00 TO 54+50

116 CROSS SECTIONS STATION 55+00 TO 57+50

117 CROSS SECTIONS STATION 58+00 TO 61+50

118 CROSS SECTIONS STATION 62+00 TO 64+50

119 CROSS SECTIONS STATION 65+00 TO 67+50

120 CROSS SECTIONS STATION 68+00 TO 70+50

121 CROSS SECTIONS STATION 71+00 TO 73+50

122 CROSS SECTIONS STATION 74+00 TO 76+50

123 CROSS SECTIONS STATION 77+00 TO 79+50

124 CROSS SECTIONS STATION 80+00 TO 82+50

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DOUGLAS E. SANDER

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Lic. No. 025995

JOHN CASEY LONGNAKER

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AS-BID

FOR BIDDING PURPOSES

DO NOT USE FOR CONSTRUCTION

CONFORMED DOCUMENTS WILL BE

ISSUED SEPARATELY FOR CONSTRUCTION

MAY 2024

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1 C-100 CONTRACTOR QUALITY CONTROL PROGRAM LS 1

2 C-102 INSTALLATION AND REMOVAL OF SILT FENCE LF 1,500

3 C-102 STONE CONSTRUCTION ENTRANCE EA 3

4 C-102 CHECK DAM EA 1

5 C-102 CULVERT INLET PROTECTION EA 1

6 C-102 TEMPORARY SEDIMENT TRAP EA 2

7 C-102 TEMPORARY DIVERSION DIKE LF 1,200

8 C-105 MOBILIZATION LS 1

9 P-101 COLD MILLING (VARIABLE DEPTH) SY 28,000

10 P-401 ASPHALT SURFACE COURSE TN 23,000

11 P-403 ASPHALT MIXTURE BASE COURSE TN 6,000

12 M-103 MOBILE LIGHTED CLOSED RUNWAY MARKER

(OWNER-FURNISHED)

EA 2

13 M-103 MOBILE LIGHTED CLOSED RUNWAY MARKER

(CONTRACTOR-FURNISHED)

EA 2

14 M-107 AVIATION BARRICADES (CONTRACTOR FURNISHED) LF 1,200

15 P-603 EMULSIFIED ASPHALT TACK COAT GL 17,500

16 P-619 PAINT REMOVAL (85-90% LEVEL) SF 5,000

17 P-620 MARKING (INITIAL YELLOW) SF 6,000

18 P-620 MARKING (PERMANENT YELLOW) SF 6,000

19 P-620 MARKING (INITIAL WHITE) SF 115,000

20 P-620 MARKING (PERMANENT WHITE) SF 108,000

21 P-620 MARKING (PERMANENT BLACK) SF 22,000

22 P-620 REFLECTIVE MEDIA LS 1

23 P-620 SURFACE PAINTED HOLD SIGNS EA 9

24 P-621 GROOVING SY 102,700

25 T-901 SEEDING AC 12

26 T-905 TOPSOIL (FURNISHED FROM OFF THE SITE) CY 1,000

27 T-908 MULCHING AC 12

28 L-125 ADJUST RUNWAY EDGE LIGHTS TO GRADE EA 20

29 L-125 ADJUST RUNWAY IN-PAVEMENT LIGHTS TO GRADE EA 11

1 C-100 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) LS 1

2 C-102 INSTALLATION AND REMOVAL OF SILT FENCE LF 1,500

3 C-102 STONE CONSTRUCTION ENTRANCE EA 3

4 C-102 CHECK DAM EA 1

5 C-102 CULVERT INLET PROTECTION EA 1

6 C-102 TEMPORARY SEDIMENT TRAP EA 2

7 C-102 TEMPORARY DIVERSION DIKE LF 1,200

8 C-105 MOBILIZATION LS 1

9 P-101 COLD MILLING (VARIABLE DEPTH) SY 28,000

10 P-101 REMOVE BASE MOUNTED HIRLS EA 68

11 P-101 REMOVE IN-PAVEMENT EDGE LIGHTS EA 8

12 P-101 REMOVE RUNWAY THRESHOLD LIGHTS EA 16

13 P-101 REMOVE RUNWAY THRESHOLD LIGHTS AND CONCRETE

FOUNDATION

EA 8

14 P-101 REMOVE CABLE FROM EXISTING CONDUIT OR DUCTBANK LF 50,200

15 P-101 REMOVE AIRFIELD GUIDANCE SIGNS EA 36

16 P-101 REMOVE AIRFIELD GUIDANCE SIGN AND FOUNDATION EA 5

17 P-101 REMOVE PAPI SYSTEM EA 2

18 P-101 REMOVE REILS EA 2

19 P-101 REMOVE THRESHOLD HOUSEKEEPING PAD SY 90

20 P-101 REMOVE CONSTANT CURRENT REGULATOR EA 3

21 P-401 ASPHALT SURFACE COURSE TN 23,000

22 P-403 ASPHALT MIXTURE BASE COURSE TN 6,000

23 M-103 LIGHTED PORTABLE CLOSED RUNWAY MARKERS (OWNER

FURNISHED)

EA 2

24 M-103 LIGHTED PORTABLE CLOSED RUNWAY MARKERS (CONTRACTOR

FURNISHED)

EA 2

25 M-107 AVIATION BARRICADES (CONTRACTOR FURNISHED) LF 1,200

26 P-603 EMULSIFIED ASPHALT TACK COAT GL 17,500

27 P-619 PAINT REMOVAL (85-90% LEVEL) SF 5,000

28 P-620 MARKING (INITIAL YELLOW) SF 6,000

29 P-620 MARKING (PERMANENT YELLOW) SF 6,000

30 P-620 MARKING (INITIAL WHITE) SF 115,000

31 P-620 MARKING (PERMANENT WHITE) SF 108,000

32 P-620 MARKING (PERMANENT BLACK) SF 22,000

33 P-620 REFLECTIVE MEDIA LS 1

34 P-620 SURFACE PAINTED HOLD SIGNS EA 9

35 P-621 GROOVING SY 102,700

36 T-901 SEEDING AC 12

37 T-905 TOPSOIL (FURNISHED FROM OFF THE SITE) CY 1,000

38 T-908 MULCHING AC 12

39 L-108 NO. 8 AWG, 5KV, L-824 TYPE C CABLE, INSTALLED IN TRENCH,

DUCT BANK OR CONDUIT

LF 50,000

40 L-108 NO. 6 AWG, 600V, L-824 TYPE C CABLE, INSTALLED IN TRENCH,

DUCT BANK OR CONDUIT

LF 12,240

41 L-108 NO. 10 AWG, 600V, L-824 TYPE C CABLE, INSTALLED IN TRENCH,

DUCT BANK OR CONDUIT

LF 2,250

42 L-108 NO. 6 AWG SOLID BARE COPPER COUNTERPOISE WIRE,

INSTALLED IN TRENCH, INCLUDING

CONNECTIONS/TERMINATIONS

LF 1,250

43 L-109 INSTALL NEW 3-STEP 7.5KW CONSTANT CURRENT REGULATOR EA 1

44 L-109 INSTALL NEW 5-STEP 20KW CONSTANT CURRENT REGULATOR EA 2

45 L-110 NON-ENCASED ELECTRICAL CONDUIT, 1 WAY - 2" PVC CONDUIT LF 1,250

46 L-125 L-862(L) BASE MOUNTED HIRL EA 68

47 L-125 L-850C(L) IN-PAVEMENT HIRL EA 8

48 L-125 L-858(L) AIRFIELD GUIDANCE SIGN (1-2 CHAR.) ON NEW

FOUNDATION

EA 2

49 L-125 L-858(L) AIRFIELD GUIDANCE SIGN (3-4 CHAR.) ON NEW

FOUNDATION

EA 6

50 L-125 L-858(L) AIRFIELD GUIDANCE SIGN PANEL REPLACEMENT EA 19

51 L-125 L-858(L) AIRFIELD GUIDANCE SIGN (1-2 CHAR.) ON EXISTING

FOUNDATION

EA 13

52 L-125 L-858(L) AIRFIELD GUIDANCE SIGN (3-4 CHAR.) ON EXISTING

FOUNDATION

EA 3

53 L-125 L-858(L) AIRFIELD GUIDANCE SIGN (5-6 CHAR.) ON EXISTING

FOUNDATION

EA 1

54 L-125 L-880(L) PAPI SYSTEM EA 2

55 L-125 L-849V(L) RUNWAY END IDENTIFIER LIGHT (REIL) SYSTEM EA 2

56 L-125 L-862E(L) BASE MOUNTED THRESHOLD HIRL EA 16

57 L-125 ADJUST RUNWAY EDGE LIGHTS TO GRADE EA 20

58 L-125 ADJUST RUNWAY IN-PAVEMENT LIGHTS TO GRADE EA 11

59 SP-36 THRESHOLD LIGHT HOUSEKEEPING PAD SY 300

60 SP-38 FAA FLIGHT CHECK ATTENDANCE EA 2

BIDDING NOTES:

1. THE CONTRACTOR IS REQUIRED TO BID ALTERNATE 1 AND ALTERNATE 2.

2. 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.

3. EACH LOWER NUMBERED ALTERNATE INCLUDES THE WORK OF HIGHER NUMBERED

ALTERNATES.

4. THE OWNER RESERVES THE RIGHT TO AWARD ALTERNATE 1, ALTERNATE 2, OR TO

REJECT ALL BIDS AND READVERTISE.

5. THE LOW BIDDER FOR EACH ALTERNATE SHALL BE CONSIDERED THE LOWEST

RESPONSIVE AND RESPONSIBLE BIDDER OF THAT ALTERNATE ONLY.

6. THE OWNER RESERVES THE RIGHT TO AWARD THE PROJECT WHICH IS IN THE BEST

INTEREST OF THE OWNER.

ALTERNATE 1

ALTERNATE 1 INCLUDES ALL WORK SHOWN ON THE PLANS AND/OR DESCRIBED IN THE

SPECIFICATIONS FOR "REHABILITATE RUNWAY 4-22" PROJECT. THE WORK INCLUDES THE

FOLLOWING:

· PAVING OF RUNWAY 4-22 WITH PROFILE CORRECTION

· REPLACE SIGNS AND PANELS ASSOCIATED WITH NOMENCLATURE CHANGE

· REPLACE EXISTING HIRLS WITH LED HIRLS

· REPLACE 4-BOX PAPIS WITH LED 4-BOX PAPIS

· REPLACE REILS WITH LED REILS

· RUNWAY MARKING AND GROOVING

ALTERNATE 2

ALTERNATE 2 INCLUDES ALL WORK SHOWN ON THE PLANS AND/OR DESCRIBED IN THE

SPECIFICATIONS FOR "REHABILITATE RUNWAY 4-22" PROJECT EXCEPT FOR ANY

ELECTRICAL WORK RELATED TO THE PROJECT. THE WORK INCLUDES THE FOLLOWING:

· PAVING OF RUNWAY 4-22 WITH PROFILE CORRECTION

· RUNWAY MARKING AND GROOVING

SUMMARY OF QUANTITIES

ITEM

NO.

SPEC

NO. DESCRIPTION UNIT AS-BID

QTY

AS-BUILT

QTY

SUMMARY OF QUANTITIES

ITEM

NO.

SPEC

NO. DESCRIPTION UNIT AS-BID

QTY

AS-BUILT

QTY

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

SUMMARY OF QUANTITIES

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

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Lic. No. 034088

DOUGLAS E. SANDER

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GAS VAULTS

PROPANE

TANKS

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TRANS.

TRANS.

#176-6283

FENCE

FENCE

FENCE

FE

NC

E

FENCE

G

AT

E

FENCE

FENCE

VAULT

USGS MON.

LYH ARP

USGS MON.

AIR(PAC)

EL

EC

TR

IC

AL

VA

UL

T

TERMINAL

LOCALIZER

ANTENNA

LOCALIZER

CRITICAL AREA

TERMINAL

SERVICE ROAD

ATCT

AIRPORT

MAINTENANCE

BUILDING

FUEL FARM

CORPORATE

SERVICE

ROAD

FREEDOM AVIATION

HANGAR/FACILITIES

MALSR

GLIDE SLOPE

ANTENNA & SHELTER

FAA LOCALIZER

BUILDINGS

MALSR SHELTER

ARFF

BUILDING

TW

"B

TW

"B

1"

NOTES:

1. REFER TO "PHASING LAYOUT" SHEET FOR

CONSTRUCTION PHASING.

2. REFER TO "PHASING LAYOUT" SHEET FOR

LOCATION OF CONTRACTOR'S STAGING AREA,

EMPLOYEE PARKING, AND HAUL ROUTE.

EXISTING RUNWAY 4

RUNWAY PROTECTION ZONE (RPZ)

VISIBILITY: LOWER THAN 3/4 MILE

(1,000' X 1,750' X 2,500')

EXISTING RUNWAY 4

PART 77 APPROACH SURFACE

PRECISION INSTRUMENT

50:1 APPROACH SURFACE INNER (10,000')

40:1 APPROACH SURFACE OUTER (40,000')

VISIBILITY: 1/2 MILE

(1,000' X 16,000' X 50,000')

ASOS

RVR

RENTAL CAR

FACILITY

GLIDE SLOPE

CRITICAL AREA

CORPORATE

HANGARS

STATE POLICE HANGAR

ELECTRICAL VAULT

SNOW EQUIPMENT

BUILDING

FAA WIND

SENSOR

NORFOLK SOUTHERN RAILWAY

U.S. HIGHWAY 460

AIRPORT PROPERTY LINE

AIRPORT ROAD

TW

"G

TW

"A

TW "C"

ROUTE 29

0'

TW

'D

TW

"B

2"

200'

EXISTING RUNWAY 4-22 (7,100' X150')

TW "B"

TW

"B

3"

GA

TERMINAL

TW "G2"

EXISTING RUNWAY 35

RUNWAY PROTECTION ZONE (RPZ)

VISIBILITY: NOT LOWER THAN 1 MILE

(250' X 450' X 1,000')

EXISTING RUNWAY 35

PART 77 APPROACH SURFACE

NON-PRECISION INSTRUMENT, TYPE A

UTILITY RUNWAY

20:1 APPROACH SLOPE

(500' X 2,000' X 5,000')

EXISTING RUNWAY 17

RUNWAY PROTECTION ZONE (RPZ)

VISIBILITY: NOT LOWER THAN 1 MILE

(250' X 450' X 1,000')

EXISTING RUNWAY 17

PART 77 APPROACH SURFACE

NON-PRECISION INSTRUMENT, TYPE A

UTILITY RUNWAY

20:1 APPROACH SURFACE

(500' X 2,000' X 5,000')

EXISTING RUNWAY 22

RUNWAY PROTECTION

ZONE (RPZ)

VISIBILITY: NOT

LOWER THAN 1 MILE

(500' X 1,010' X 1,700')

EXISTING RUNWAY 22

PART 77 APPROACH SURFACE

NON-PRECISION INSTRUMENT, TYPE C

VISIBILITY MINIMUMS GREATER THAN 3/4 MILE

34:1 APPROACH SURFACE

(1,000' X 3,500' X 10,000')

TW "B" TW "B" TW "B"

NORTH A

PRON

REHABILITATE RUNWAY 4-22

(ALTERNATE 1 AND 2)

N

FEETSCALE: 1"=400'

8004000400

LEGEND

BENCHMARK LOCATION

EXISTING FENCE

EXISTING LOCALIZER CRITICAL AREA

EXISTING PART 77 APPROACH SURFACE

EXISTING AIRPORT PROPERTY LINE

EXISTING RUNWAY PROTECTION ZONE

EXISTING RUNWAY SAFETY AREA

PROPOSED TAXIWAY OBJECT FREE AREA

PROPOSED TAXIWAY SAFETY AREA

PROPOSED CONSTRUCTION

BM-X

X

RPZ

RSA

TOFA

TSA

0'

25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+0015+005+000+00-5+00 85+00 90+00 95+00 100+00-10+00 10+00 20+00

500'800' 200'

200'

RUNW

AY 35

-17 (3

,38 7'

X 75

186'118'

PAPI-4

PAPI-4 TW

"B

REPLACE MULTIPLE SIGNS

AND PANELS ASSOCIATED

WITH NOMENCLATURE

CHANGE, (ALTERNATE 1 ONLY)

REPLACE HIRLS WITH LED

HIRLS, (ALTERNATE 1 ONLY)

REPLACE 4-BOX PAPI

WITH LED 4-BOX PAPI,

(ALTERNATE 1 ONLY)

REPLACE 4-BOX PAPI

WITH LED 4-BOX PAPI,

(ALTERNATE 1 ONLY)

REPLACE REILS

WITH LED REILS,

(ALTERNATE 1 ONLY)

REPLACE

HOUSEKEEPING

THRESHOLD PAD,

(ALTERNATE 1 ONLY)

WINDSOCK

WINDSOCK

BENCHMARK TABLE

NUMBER ELEVATION

(MSL) NORTHING EASTING DESCRIPTION

1 964.20 3,643,947.320 11,278,686.650 MON/LYH ARP

2 957.40 3,644,629.640 11,278,729.990 MON/AIR(PAC)

3 893.84 3,638,916.430 11,277,034.559 NF/CL RUNWAY

4 937.02 3,644,999.049 11,280,300.991 NF/CL RUNWAY

USGS MON.

LYH ARP

USGS MON.

AIR(PAC)

SURVEY NOTES:

1. THE MERIDIAN SOURCE OF THIS AS-BUILT SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983 (1994 VIRGINIA HARN) AND WERE ESTABLISHED USING EXISTING AIRPORT CONTROL MONUMENTS

PACS AND SACS.

2. ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM 1988) AND WERE ESTABLISHED USING EXISTING AIRPORT

CONTROL MONUMENTS PACS AND SACS.

3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF MARCH 21, 2024 AND DOES NOT CERTIFY TO CHANGES TO SITE

CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE.

4. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND.

5. THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE OR ENVIRONMENTAL FEATURES THAT MAY AFFECT

SAID PROPERTY SHOWN HEREON EXCEPT AS SHOWN.

6. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES NOT WARRANT THE

MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES.

7. SEE SEPARATE UNDERGROUND UTILITIES NOTES. NOTICE IS HEREBY GIVEN TO ANY ENTITY USING THIS SURVEY FOR CONSTRUCTION THAT THEY ARE REQUIRED BY VIRGINIA LAW TO CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO ANY

EXCAVATION WORK.

8. NO PROPERTY, EASEMENTS OR RIGHT OF WAY LINES ARE SHOWN AS A PART OF THIS SURVEY.

9. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND SUPERVISION OF, MARK D. MCGONIAGLE FROM AN ACTUAL GROUND SURVEY. THE ORIGINAL DATA WAS OBTAINED DURING FEBRUARY AND MARCH, 2024; THIS MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

10. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY: PRECISION MEASUREMENTS, INC.

TW "G1"

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NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

GENERAL LAYOUT

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

1"=400'

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AN

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Lic. No. 034088

DOUGLAS E. SANDER

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PROJECT NOTES:

GENERAL:

1. THE PROJECT NOTICE-TO-PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS IN-PLACE AND

THE CONSTRUCTION CONTRACT HAS BEEN APPROVED AND FULLY EXECUTED BY ALL PARTIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT OF FEES) ALL BONDS, PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION, STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY PURCHASING

OFFICE, EROSION CONTROL OFFICER, ETC. (NO SEPARATE PAY ITEM).

3. ANY LISTED MANUFACTURER'S EQUIPMENT WILL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT.

4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. BORING INFORMATION WAS PROVIDED BY:

S&ME, INC.

9751 SOUTHERN PINE BOULEVARD

CHARLOTTE, NC 28273

(704) 523-4726

5. FIELD SURVEY INFORMATION WAS PROVIDED BY:

PRECISION MEASUREMENTS, INC.

1047 TECHNOLOGY PARK DRIVE

GLEN ALLEN, VA 23059

(804) 340-5229

6. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY:

GEOPRO CONSULTANTS, LLC

1441 EAST STROOP ROAD

DAYTON, OH 45429

(937) 674-1492

7. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-06 OF THE SPECIFICATIONS. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT

CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT.

8. THE APPROXIMATE LOCATION OF THE CONTRACTOR'S STAGING AREA(S) HAVE BEEN SHOWN ON THE

PLANS.

9. CONTRACTOR EMPLOYEE(S) ARE PROHIBITED FROM RESIDING AT THE PROJECT SITE, ON AIRPORT

PROPERTY, IN THE STAGING AREA, OR ANY OTHER TEMPORARY FACILITY.

10. THIS PROJECT HAS BEEN SENT FOR ENVIRONMENTAL APPROVAL BY THE FAA UNDER A CATEGORICAL

EXCLUSION (CATEX).

11. IN ACCORDANCE WITH SECTION 60-05, A RESIDENT PROJECT REPRESENTATIVE'S FIELD OFFICE AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED AT A LOCATION INDICATED ON THE PLANS AND IS INCIDENTAL TO THE COST OF THE PROJECT. THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT.

THE OWNER WILL PROVIDE ALL RESIDENT PROJECT REPRESENTATIVE SERVICES.

12. THERE ARE PROVISIONS IN THE CONTRACT DOCUMENTS FOR ADJUSTMENT IN CONTRACT TIME DUE TO UNUSUALLY ADVERSE WEATHER CONDITIONS. HOWEVER, THE CONTRACT TIME HAS BEEN ESTABLISHED BASED UPON THE RECEIPT OF NORMAL PRECIPITATION FOR THE PROJECT AREA. REFER TO “CONTRACT

TIME EXTENSIONS” OF THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

13. IN ACCORDANCE WITH SECTION 50-07, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT AND STAKING AND MUST FURNISH STAKES MARKED WITH STATION AND OFFSET FOR THE LAYOUT AND CONSTRUCTION OF THE WORK. AS WELL AS PRESERVING ALL STAKES AND BENCHMARKS THROUGH THE

DURATION OF THE PROJECT AND FOR USE BY FIELD PERSONAL.

14. ALL BIDDERS ARE PERMITTED TO PERFORM ADDITIONAL GEOTECHNICAL INVESTIGATIONS. CONTRACTOR

SHALL CONTACT AND COORDINATE WITH THE OWNER PRIOR TO MOBILIZING TO PERFORM ANY

GEOTECHNICAL INVESTIGATIONS.

SECURITY:

15. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID SECURITY IDENTIFICATION DISPLAY AREA (SIDA) BADGE OR BE UNDER THE DIRECT SUPERVISION (WITHIN APPROXIMATELY 100 FEET) OF A PERSON WITH A SIDA BADGE. BACKGROUND EMPLOYMENT HISTORY INFORMATION IS REQUIRED FOR EACH WORKER. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS.

16. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) IN ACCORDANCE WITH SECTION 80-04.1 “OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION” AND THE SPECIAL

PROVISIONS OF THE SPECIFICATIONS.

17. ALL UNBADGED DRIVERS SHALL BE ESCORTED AT ALL TIMES WHEN ON THE AOA SIDE OF THE SECURITY GATE. ALL UNBADGED EMPLOYEES SHALL BE UNDER THE DIRECT SUPERVISION AND WITHIN SIGHT OF A

BADGED EMPLOYEE.

18. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL EMPLOYEES OF THE CONTRACTOR AND SUBCONTRACTORS USE ONLY THE AUTHORIZED ACCESS POINT TO THE PROJECT AND VERIFYING THAT THE ACCESS POINT IS SECURE IMMEDIATELY AFTER USE. GATES THAT FAIL TO SECURE MUST BE IMMEDIATELY

REPORTED TO THE ENGINEER OR OWNER.

19. THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS MANDATORY.

20. ANY FINES FOR UNAUTHORIZED PERSONNEL ENTERING THROUGH THE CONTRACTOR'S ACCESS POINT WILL

BE DEDUCTED FROM MONIES DUE THE CONTRACTOR, UNLESS OTHERWISE NOTED.

21. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE(S) INDICATED ON THE PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEER AND OWNER. THE OWNER WILL PROVIDE ACCESS TO THE CONTRACTOR ONLY AFTER THE CONTRACTOR HAS RECEIVED SECURITY TRAINING AND SECURITY CLEARANCE FROM THE OWNER. ALL CONTRACTOR PERSONNEL THAT WILL RECEIVE BADGES SHALL COMPLETE SAFETY AND SECURITY TRAINING AND DRIVER TRAINING PRIOR TO ISSUANCE OF SIDA BADGES. TRAINING SESSIONS

ARE APPROXIMATELY THREE (3) HOURS IN DURATION.

22. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON-SECURE SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE.

IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BE SECURED AND LOCKED AT THE COMPLETION OF WORK EACH DAY.

23. ALL CONTRACTOR VEHICLES OPERATING INSIDE THE SECURITY FENCE SHALL BE CLEARLY LABELED WITH

THE CONTRACTOR'S COMPANY NAME VISIBLE FROM 200 FEET.

OPERATIONS AND PHASING:

24. A 25-FOOT MAXIMUM EQUIPMENT HEIGHT HAS BEEN COORDINATED WITH THE FAA FOR AIRSPACE CLEARANCE. THE CONTRACTOR SHALL SUBMIT AN UPDATED FAA FORM 7460 “NOTICE OF PROPOSED CONSTRUCTION” IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT WITH A HEIGHT OVER 25 FEET.

25. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED, AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 80-04.1 “OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION” AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH YELLOW FLASHING DOME TYPE LIGHTS OR 3' X 3' ORANGE AND WHITE CHECKER FLAGS. YELLOW FLASHING DOME TYPE LIGHTS ARE

REQUIRED FOR NIGHTTIME OPERATIONS.

26. ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

27. THE CONTRACTOR SHALL RELOCATE THE CLOSED MARKERS AND AVIATION BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE CLOSED MARKERS WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKERS AND BARRICADES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION.

28. THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY AVIATION BAND RADIOS ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE

SPECIAL PROVISIONS OF THE SPECIFICATIONS.

PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA (AS SHOWN ON PLANS AND IDENTIFIED IN THE SPECIFICATIONS), THE CONTRACTOR SHALL OBTAIN CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER (121.9 MHZ). TWO-WAY RADIO COMMUNICATIONS WITH AVIATION BAND RADIOS SHALL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE CONTROL TOWER. THE USE OF TRAINED

FLAGMEN AND TWO-WAY AVIATION BAND RADIOS SHALL BE REQUIRED IN THESE AREAS.

AT TIMES WHEN THE CONTROL TOWER IS CLOSED (2230 TO 0630), THE CONTRACTOR SHALL MONITOR THE COMMON TRAFFIC ADVISORY FREQUENCY (127.65 MHZ) AND STAY VIGILANT TO POTENTIAL AIRCRAFT

OPERATIONS.

29. RUNWAY AND/OR TAXIWAY LIGHTS SHALL BE DE-ENERGIZED OR PROPERLY COVERED ON CLOSED RUNWAY(S) AND ALL CLOSED SECTIONS OF TAXIWAYS IN A MANNER APPROVED BY THE ENGINEER (NO

SEPARATE PAY ITEM). REMOVING THE LAMP FROM ITS FIXTURE IS NOT ALLOWED.

30. UPON NOTIFICATION FROM THE CONTROL TOWER, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY SAFETY AREAS OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED

AIRCRAFT EMERGENCY.

HAUL ROUTE:

31. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THE GRAVEL HAUL ROADS AS SHOWN ON THE PLANS. AT THE COMPLETION OF THE PROJECT THE HAUL ROADS SHALL BE SHAPED TO SMOOTH LINE AND GRADE AND LEFT IN SERVICEABLE CONDITION. APART FROM THE TEMPORARY MILLING ROUTE ADJACENT TO TAXIWAY “A” WHICH THE CONTRACTOR SHALL REMOVE AND RESTORE TO ORIGINAL CONDITION AS APPROVED BY THE ENGINEER. PAYMENT WILL NOT BE MADE FOR THE REQUIRED HAUL ROUTE AND SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. PAYMENT WILL BE MADE FOR SEEDING (T-901) AND MULCHING (T-908) AT CONTRACT PRICES. THE MAINTENANCE OF HAUL ROUTES (INCLUDING ANY NEW MATERIALS IN EXCESS OF

THOSE LISTING ABOVE) AND ALL OTHER ITEMS WILL BE INCIDENTAL.

32. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD AND DEBRIS ARE NOT TRACKED ONTO

OPEN AREAS OF THE AIRCRAFT APRON OR VEHICLE ROADWAYS.

33. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO THE CONSTRUCTION AREA AND FOR HAULING MATERIALS TO

THE APPROVED WASTE AREA (AS APPLICABLE).

34. NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF RUNWAY(S), TAXIWAY(S) OR APRON(S) THAT ARE

NOT ON THE HAUL ROUTE OR WITHIN THE ACTIVE PROJECT AREA.

35. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE WILL BE CONSIDERED INCIDENTAL PROJECT

COSTS AND WILL NOT BE A SEPARATE PAY ITEM.

36. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR PAVEMENT REPAIR NECESSARY

DUE TO CONTRACTOR'S HAULING OPERATIONS.

37. THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE GENERAL LAYOUT AND PHASING LAYOUT FOR

ADDITIONAL INFORMATION.

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

GENERAL NOTES

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

R

AN

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Lic. No. 034088

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1. ALL STATIONS AND OFFSET ARE GIVEN WITH

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OTHERWISE SPECIFIED.

2. REFER TO "GENERAL LAYOUT" FOR BENCHARK

SCHEDULE.

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LEGEND

WORK AREA/PHASE LABEL

CLOSED RUNWAY MARKER - LIGHTED

CLOSED TAXIWAY MARKER - LIGHTED

CONTRACTOR EMPLOYEE PARKING

CONTRACTOR STAGING AREA

ENGINEER'S FIELD OFFICE

TEMPORARY CONSTRUCTION ENTRANCE

TOPSOIL STOCKPILE AREA

HAUL ROUTE (TWO-WAY TRAFFIC)

HAUL ROUTE (ONE-WAY TRAFFIC)

EXISTING FENCE

EXISTING LOCALIZER CRITICAL AREA

EXISTING PART 77 APPROACH SURFACE

EXISTING AIRPORT PROPERTY LINE

EXISTING RUNWAY SAFETY AREA

EXISTING RUNWAY OBJECT FREE AREA

EXISTING RUNWAY PROTECTION ZONE

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WORK AREA A

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A B C

1 CLOSED

RUNWAY X X X

2 CLOSED

RUNWAY X X X

3 AVIATION

BARRICADE X X X

4 AVIATION

BARRICADE X X X

5 AVIATION

BARRICADE X X

6 AVIATION

BARRICADE X

7 AVIATION

BARRICADE X X

8 AVIATION

BARRICADE X X

9 AVIATION

BARRICADE X X X

10 AVIATION

BARRICADE X X X

11 AVIATION

BARRICADE X X X

12 CLOSED

RUNWAY X

13 CLOSED

RUNWAY X

14 AVIATION

BARRICADE X

15 AVIATION

BARRICADE X

16 AVIATION

BARRICADE X

17 AVIATION

BARRICADE X

18 AVIATION

BARRICADE X X

19 AVIATION

BARRICADE X

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

PHASING LAYOUT

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

R

AN

SS

EF

O

OI L E

NIGN

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O M M

C

IWN

Lic. No. 034088

DOUGLAS E. SANDER

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PHASING NOTES:

GENERAL:

1. THE CONTRACT TIME SHALL BE AS IDENTIFIED IN THE SPECIAL PROVISIONS.

2. THE CONTRACTOR SHALL ANTICIPATE A NOTICE-TO-PROCEED BEING ISSUED FOR JUNE 1, 2025.

3. DAILY WORK HOURS SHALL BE BETWEEN 12:00 A.M. AND 6:00 A.M. UNLESS OTHERWISE NOTED.

4. WEEKEND WORK HOURS SHALL BE BETWEEN 12:00 P.M. SATURDAY AND 12:00 P.M. SUNDAY. THE WEEKENDS

AVAILABLE FOR EXTENDED HOURS SHALL BE:

a. JUNE 7-8, 2025

b. JUNE 14-15, 2025

c. JUNE 21-22, 2025

d. JUNE 28-29, 2025

e. JULY 5-6, 2025

f. JULY 12-13, 2025

g. JULY 19-20, 2025

h. JULY 26-27, 2025

i. AUGUST 2-3, 2025

j. AUGUST 9-10, 2025

k. AUGUST 16-17, 2025

l. AUGUST 23-24, 2025

5. THE RUNWAY SHALL BE OPENED NO LATER THAN 6:00 A.M. MONDAY-SATURDAY AND NO LATER THAN 12:00 P.M. ON

SUNDAY.

6. LIQUIDATED DAMAGES FOR THE PROJECT SHALL BE AS IDENTIFIED IN THE SPECIAL PROVISIONS:

7. THE INTENT OF THIS PHASING PLAN IS TO MINIMIZE THE IMPACT OF CONSTRUCTION ON THE OPERATIONS OF THE AIRPORT. ALL REQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE STRICTLY ENFORCED.

8. THE OWNER RESERVES THE RIGHT TO SEQUENCE THE SCHEDULE TO ACCOMMODATE THE REQUIREMENTS OF THE

AIRPORT OPERATIONS.

9. THE CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS AND THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) FOR THE CONTRACTOR’S RESPONSIBILITY FOR OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION AND REQUIREMENTS FOR THE DEVELOPMENT AND SUBMITTAL OF THE

CONTRACTOR’S SAFETY PLAN COMPLIANCE DOCUMENT (SPCD).

10. THE CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE TO THE ENGINEER WITHIN TWENTY (20) DAYS AFTER ISSUANCE OF THE NOTICE OF AWARD. THE SCHEDULE SHALL CLEARLY DELINEATE THE PROPOSED WORK AREAS AND THE NUMBER OF DAYS ANTICIPATED FOR THE COMPLETION OF EACH AREA. REFERENCE IS DIRECTED TO THE

SPECIAL PROVISIONS OF THE SPECIFICATIONS.

11. THE SEQUENCE OF CONSTRUCTION SHALL BE DEVELOPED TO MINIMIZE CONSTRUCTION TRAFFIC OPERATING ON

FINISHED PAVEMENT SURFACES.

12. RUNWAY SAFETY AREA CRITERIA PROHIBITS ANY OPEN EXCAVATIONS, DROP-OFFS GREATER THAN 3 INCHES, AND GRADES STEEPER THAN 5 PERCENT WITHIN 250 FEET OF THE RUNWAY 4-22 CENTERLINE (RUNWAY SAFETY AREA) AND WITHIN 125 FEET OF THE RUNWAY 17-35 CENTERLINE (RUNWAY SAFETY AREA) WHILE THE RUNWAY IS OPEN.

GRADE SHALL BE RESTORED PRIOR TO OPENING.

13. TAXIWAY SAFETY AREA CRITERIA PROHIBITS ANY OPEN EXCAVATIONS, DROP-OFFS GREATER THAN 3 INCHES, AND GRADES STEEPER THAN 5 PERCENT WITHIN 59 FEET OF THE TAXIWAY CENTERLINE (RUNWAY SAFETY AREA) WHILE

THE TAXIWAY IS OPEN. GRADE SHALL BE RESTORED PRIOR TO OPENING.

14. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO THE SPECIAL PROVISION “SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)”. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH 3’ X 3’ ORANGE AND WHITE CHECKERED

FLAGS (DAY ONLY) OR AMBER FLASHING DOME TYPE LIGHTS (DAY OR NIGHT).

15. ALL CONTRACTOR PERSONNEL SHALL PARK AT THE EMPLOYEE PARKING AREA AND ENTER THE PROJECT SITE IN COMPANY VEHICLES/EQUIPMENT. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC., IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE

REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

16. CLOSED AIRFIELD MARKINGS AND BARRICADES SHALL BE INSTALLED AS THE FIRST TASK IN ANY WORK AREA AND SHALL BE REMOVED AS THE LAST TASK. BARRICADES SHALL NOT BE REMOVED UNTIL THE PAVEMENT AND SAFETY

AREAS ARE DETERMINED TO BE IN A SERVICEABLE CONDITION BY THE OWNER.

17. THE CONTRACTOR SHALL INSTALL AVIATION BARRICADES ACROSS ALL ACTIVE PAVED AIRCRAFT OPERATIONAL AREAS ADJACENT TO THE CONSTRUCTION AREAS AS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.

18. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE THE CLOSED MARKERS AND BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE CLOSED MARKERS AND BARRICADES SHALL BE INCIDENTAL TO THE PROJECT. THE LOCATION OF CLOSED MARKERS AND BARRICADES, AS SHOWN ON THE PLANS, REPRESENT THE MOST

TYPICAL LOCATIONS. OTHER LOCATIONS MAY BE REQUIRED AS ORDERED BY THE ENGINEER.

19. REFER TO THE “CLOSED MARKER AND BARRICADE SCHEDULE” FOR THE MARKERS AND BARRICADES REQUIRED FOR

EACH PHASE.

20. RUNWAY AND TAXIWAY EDGE LIGHTS MUST BE OPERATIONAL AT ALL TIMES THE RUNWAY/TAXIWAY IS OPEN TO TRAFFIC. THE COST FOR TEMPORARY CABLES, FIXTURES, OR OTHER MEASURES NECESSARY TO MAINTAIN THE

LIGHTS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

21. ALL RUNWAY LIGHTS, APPROACH LIGHTS, AND VISUAL AIDS SHALL BE DE-ENERGIZED WHEN THE RUNWAY IS CLOSED.

LIGHTS SHALL BE RE-ENERGIZED CONCURRENT WITH THE OPENING OF THE RUNWAY (NO SEPARATE PAY ITEM).

REMOVING THE LAMP FROM FIXTURES SHALL NOT BE THE METHOD SELECTED.

22. ALL TAXIWAY LIGHTS SHALL BE DE-ENERGIZED OR PROPERLY COVERED WHEN THE CORRESPONDING TAXIWAY IS CLOSED. LIGHTS SHALL BE RE-ENERGIZED OR UNCOVERED CONCURRENT WITH THE OPENING OF THE TAXIWAY (NO SEPARATE PAY ITEM). REMOVING THE LAMP FROM FIXTURES SHALL NOT BE THE METHOD SELECTED.

23. SHOULD THE CONTRACTOR CHOOSE TO PAVE THE ENTIRE WIDTH OF THE RUNWAY DURING A WORK PERIOD, TRANSITIONAL JOINTS SHALL BE TIED-IN AS SHOWN ON THE PLANS. IN THE EVENT THAT THE CONTRACTOR CANNOT COMPLETE THE PAVING FOR THE ENTIRE WIDTH, AN “EMERGENCY LONGITUDINAL TIE-IN JOINT” SHALL BE INSTALLED

AS SHOWN ON THE PLANS.

24. IN AREAS TO BE REOPENED TO TRAFFIC EACH MORNING, THE CONTRACTOR SHALL STOP PAVING AT LEAST ONE (1) HOUR PRIOR TO THE SCHEDULED REOPENING. THE CONTRACTOR SHALL HAVE COMPLETED ALL CLEANING OPERATIONS, COOLING OF ASPHALT, AND BE CLEAR OF ALL AREAS TO BE REOPENED TO TRAFFIC TWENTY (2O) MINUTES PRIOR TO THE SCHEDULED REOPENING TO ALLOW FOR THE PREPARATION OF THE AREA FOR AIRCRAFT OPERATIONS. THE ENGINEER MAY ADJUST THE TIME (INCREASE OR DECREASE) BASED UPON THE CONTRACTOR’S

ACTUAL PERFORMANCE.

25. THE CONTRACTOR SHALL HAVE A WATER TRUCK ON-SITE DURING PAVING PERIOD TO COOL DOWN THE BITUMINOUS

CONCRETE PRIOR TO REOPENING THE RUNWAY AIRCRAFT TRAFFIC.

26. PRIOR TO REOPENING THE RUNWAY EACH MORNING, TEMPORARY MARKING OF THE RUNWAY CENTERLINE, AIMING POINT MARKING, AND RUNWAY DESIGNATION (NUMBER) SHALL BE COMPLETED. ALL PAINT SHALL BE DRY BY THE

REOPENING TIME.

WORK AREA PHASING

GENERAL:

1. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER/OWNER, PRIOR TO BEGINNING WORK IN A WORK AREA, TO CONFIRM THAT THE PROPER NOTAMS HAVE BEEN ISSUED.

2. ALL MATERIALS SHALL BE APPROVED AND ON-SITE PRIOR TO THE START OF AN AREA.

3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH A FOURTEEN (14) DAY WRITTEN ADVANCE

NOTICE OF INTENT TO BEGIN WORK IN EACH WORK PHASE.

4. THE CONTRACTOR’S MEN AND EQUIPMENT SHALL REMAIN WITHIN THE WORK AREA LIMITS AND DESIGNATED HAUL

ROUTES AT ALL TIMES.

5. ONCE WORK BEGINS IN A WORK AREA, ALL WORK WITHIN THE WORK AREA MUST BE COMPLETED PRIOR TO BEGINNING WORK IN ANOTHER WORK AREA UNLESS OTHERWISE OUTLINED IN THE PHASING PLAN OR APPROVED BY

THE ENGINEER.

6. CLOSED SECTIONS OF RUNWAYS AND TAXIWAYS SHALL NOT BE PERMITTED TO REOPEN UNTIL THE SAFETY AREA REQUIREMENTS ARE MET, THE PAVEMENT HAS BEEN CLEARED OF FOD, AND THE PAVEMENT MARKINGS

REESTABLISHED IN ACCORDANCE WITH THE PLANS.

7. THE CONTRACTOR SHALL LOCK OUT ALL AFFECTED CIRCUITS AT THE ELECTRICAL VAULT PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL VERIFY THE LOCK OUT PRIOR TO BEGINNING ANY NEW WORK PERIOD. REFER TO

THE ELECTRICAL NOTES FOR ADDITIONAL INFORMATION.

8. WORK AREA A IS DEFINED AS THE AREA INCLUDING CONNECTOR TAXIWAYS “B5”, “B4”, “B3” AND “B2” AND FROM THE THRESHOLD PAD ON RUNWAY 4 END TO 50 FEET SOUTH OF THE RUNWAY 17-35 OBJECT FREE AREA.

9. WORK AREA B IS DEFINED AS THE SECTION OF RUNWAY PAVEMENT WITHIN THE RUNWAY 17-35 OBJECT FREE AREA AND RUNWAY SAFETY AREA. TAXIWAY C IS ALSO PART OF THIS WORK AREA UP TO 25 FEET EAST OF THE HOLDING POSITION MARKINGS. WORK IN WORK AREA B WILL REQUIRE THE CLOSURE OF BOTH RUNWAY 4-22 AND 17-35.

10. WORK AREA C IS DEFINED AS THE RUNWAY 4-22 PAVEMENT OUTSIDE OF THE RUNWAY 17-35 RUNWAY OBJECT FREE AREA TO THE THRESHOLD PADS ON RUNWAY 22 END AND CONNECTOR TAXIWAYS “A” AND “B1” TO THE TAXIWAY

CENTERLINE TIE-IN.

REHABILITATE RUNWAY 4-22

WORK AREAS REQUIRED WORK TO BE

COMPLETED

AOA CLOSURES

AND IMPACTS CLOSURE PERIOR ADVANCE NOTICE MILESTONE TIME

(CALENDAR DAYS)

MILESTONE LIQUIDATED

DAMAGES PREDECESSOR NOTAMS SPECIAL CONDITIONS

PHASE 1: PAVEMENT

REHABILITATION SEE INDIVIDUAL WORK AREAS 90 CD

WORK AREA A

PAVEMENT SURFACE MILLING

PAVEMENT CRACK REPAIR

ASPHALT SURFACE COURSE

OVERLAY INITIAL RUNWAY AND

TAXIWAY MARKING TOPSOIL,

SEEDING, AND MULCHING

RUNWAY 4-22

TAXIWAY B1

TAXIWAY B2

TAXIWAY B3

TAXIWAY B4

TAXIWAY B5

TAXIWAY D

TAXIWAY C

TAXIWAY A

BACK TAXI ON RUNWAY

17-35 TO TAXIWAY B

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

12:00 P.M. TO 12:00 P.M.

SATURDAY-SUNDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION NONE

MEN AND EQUIPMENT WORKING ON THE AIRFIELD.

RUNWAY 4-22 CLOSED

TAXIWAY A, B1, B2, B3, B4, B5, C, AND D CLOSED

TAXIWAY B CLOSED BETWEEN TAXIWAY B2 AND B5

LOCALIZER OUT OF SERVICE

WORK AREA B

PAVEMENT SURFACE MILLING

PAVEMENT CRACK REPAIR

ASPHALT SURFACE COURSE

OVERLAY INITIAL RUNWAY AND

TAXIWAY MARKING TOPSOIL,

SEEDING, AND MULCHING

AIRPORT CLOSED

AIRCRAFT OPERATIONS

LIMITED TO GA APRON

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

12:00 P.M. TO 12:00 P.M.

SATURDAY-SUNDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION 14 CONSECUTIVE CD PASSING P-401 TEST STRIP IN WORK

AREA A ENTIRE AIRPORT IS CLOSED

WORK ON RUNWAY 4-22 PAVEMENT MAIN LINE

SHALL BE COMPLETE BEFORE THE REST OF

WORK AREA B

WORK AREA C

PAVEMENT SURFACE MILLING

PAVEMENT CRACK REPAIR

ASPHALT SURFACE COURSE

OVERLAY INITIAL RUNWAY AND

TAXIWAY MARKING TOPSOIL,

SEEDING, AND MULCHING

RUNWAY 4-22

TAXIWAY B1

TAXIWAY A

TAXIWAY C

TAXIWAY D

BACK TAXI BETWEEN

RUNWAY 4-22 AND

TAXIWAY B3

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

12:00 P.M. TO 12:00 P.M.

SATURDAY-SUNDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION

PASSING P-401 TEST STRIP IN WORK

AREA A

MEN AND EQUIPMENT WORKING ON THE AIRFIELD.

RUNWAY 4-22 CLOSED

TAXIWAY A, B1, C, AND D CLOSED

TAXIWAY B CLOSED BETWEEN TAXIWAY E AND B5

LOCALIZER OUT OF SERVICE

PHASE 2: ELECTRICAL

REHABILITATION SEE INDIVIDUAL WORK AREAS CONTRACT TIME

WORK AREA A

RUNWAY 4 PAPI

RUNWAY LIGHTS (HIRL)

AIRFIELD LIGHTING CABLE SYSTEM

GUIDANCE SIGNS

RUNWAY 4 THRESHOLD LIGHTS

RUNWAY 4-22

TAXIWAY B1

TAXIWAY B2

TAXIWAY B3

TAXIWAY B4

TAXIWAY B5

TAXIWAY D

TAXIWAY C

TAXIWAY A

BACK TAXI ON RUNWAY

17-35 TO TAXIWAY B

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

12:00 P.M. TO 12:00 P.M.

SATURDAY-SUNDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION

$3,500 / CD

$1,000 / MINUTE NONE

MEN AND EQUIPMENT WORKING ON THE AIRFIELD.

RUNWAY 4-22 CLOSED

TAXIWAY A, B1, B2, B3, B4, B5, C, AND D CLOSED

TAXIWAY B CLOSED BETWEEN TAXIWAY B2 AND B5

LOCALIZER OUT OF SERVICE

WORK IN PHASE 2 MAY BE COMPLETED AT

ANY TIME PROVIDED ALL OTHER PHASING

REQUIREMENTS ARE MET

WORK AREA B

RUNWAY LIGHTS (HIRL)

AIRFIELD LIGHTING CABLE SYSTEM

GUIDANCE SIGNS

AIRPORT CLOSED

AIRCRAFT OPERATIONS

LIMITED TO GA APRON

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

12:00 P.M. TO 12:00 P.M.

SATURDAY-SUNDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION

$3,500 / CD

$1,000 / MINUTE NONE ENTIRE AIRPORT IS CLOSED

WORK IN PHASE 2 MAY BE COMPLETED AT

ANY TIME PROVIDED ALL OTHER PHASING

REQUIREMENTS ARE MET

WORK AREA C

RUNWAY 22 PAPI

RUNWAY LIGHTS (HIRL)

AIRFIELD LIGHTING CABLE SYSTEM

GUIDANCE SIGNS

RUNWAY 22 REILS

RUNWAY 22 THRESHOLD LIGHTS

AND PAD

RUNWAY 4-22

TAXIWAY B1

TAXIWAY A

TAXIWAY C

TAXIWAY D

BACK TAXI BETWEEN

RUNWAY 4-22 AND

TAXIWAY B3

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

12:00 P.M. TO 12:00 P.M.

SATURDAY-SUNDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION

$3,500 / CD

$1,000 / MINUTE NONE

MEN AND EQUIPMENT WORKING ON THE AIRFIELD.

RUNWAY 4-22 CLOSED

TAXIWAY A, B1, C, AND D CLOSED

TAXIWAY B CLOSED BETWEEN TAXIWAY E AND B5

LOCALIZER OUT OF SERVICE

WORK IN PHASE 2 MAY BE COMPLETED AT

ANY TIME PROVIDED ALL OTHER PHASING

REQUIREMENTS ARE MET

PHASE 3: FINAL GROOVING

AND MARKINGS 14 CD

ALL WORK AREAS RUNWAY 4-22 GROOVING FINAL

MARKINGS

PHASE 3 AOA CLOSURE

SHALL BE

COORDINATED WITH

THE OWNER.

12:00 A.M. TO 6:00 A.M.

MONDAY-FRIDAY

14 DAY WRITTEN NOTICE AND 48

HOUR WRITTEN CONFIRMATION 14 CONSECUTIVE CD $3,500 / CD

$1,000 / MINUTE PHASE 1 COMPLETE

MEN AND EQUIPMENT WORKING ON THE AIRFIELD.

RUNWAY 4-22 AND RUNWAY 17-35 CLOSED.

TAXIWAY A, B1, B2, B3, B4, B5, AND C CLOSED.

WORK IN PHASE 3 SHALL BEGIN AFTER WORK

IN PHASE 1 IS COMPLETED AND PAVEMENT

HAS CURED FOR A MINIMUM OF 30 DAYS.

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

XR

ES

D R

AW

IN

G : 2

P H

D .d w g

L

AY

O U

T:

L

DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

PHASING NOTES

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

R

AN

SS

EF

O

OI L E

NIGN

RG

O M M

C

IWN

Lic. No. 034088

DOUGLAS E. SANDER

O

T

E LA FOH

V

IA

I N

C:

\U se rs

\r at ha \D

C\

AC

CD

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DA

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Pr oj ec t F ile s\

PH

D.

dw g, L

1, /2 1/

:3

2:

P M

, r

RUNWAY THRESHOLD, END OF PAVEMENT

MAX OBJECT HEIGHTAPPROACH SLOPE

MAX OBJECT HEIGHT 7:1 C

0%

L

SLOPE VARIES 0%

0%

7:1

* H

A

* X

7:1 (h:v) B

RUNWAY

7:1 (h:v)

200'

B

7:1 (h:v)

7:1 (h:v)

* H:1 (h:v) APPROACH SLOPE

AL*

L*

200'

L* L*

NOTE: FOR HORIZONTAL APPROACH SLOPE (H),

DISTANCE (L), AND FLARE RATIO (X), SEE

TABLE BELOW.

NOTE:

1. ANY EQUIPMENT OR OBJECTS PENETRATING THE PART 77 IMAGINARY SURFACES SHALL BE

COORDINATED, IN ADVANCE, WITH THE ENGINEER. OBSTRUCTIONS PENETRATING THE PART

77 SURFACES SHALL BE MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA GUIDELINES.

PRIMARY

SURFACE

TRANSITIONAL

SURFACE

FAR PART 77 IMAGINARY SURFACES

NTS

SECTION A-A

SECTION B-B

RUNWAY APPROACH

SLOPE (H) L X

4 50 500 0.15 22 34 500 0.15 17 34 250 0.15 35 34 250 0.15

CLOSED TAXIWAY AT RUNWAY DETAIL

NTS

NOTES:

1. LOW PROFILE BARRICADES SHALL BE COMMERCIALLY MANUFACTURED FOR SPECIFIC USE ON AIRPORTS.

2. BARRICADES SHALL BE LOCATED OUTSIDE OF ALL SAFETY AREAS.

3. BARRICADES TO BE USED IN CONJUNCTION WITH COVERING, REMOVAL OF LIGHTS, SIGN PANELS AND

OTHER AIRFIELD FEATURES RELATED TO THE TEMPORARY CLOSURE OF TAXIWAYS.

4. CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF BARRICADES. AT A MINIMUM, INSPECTIONS SHALL OCCUR AT THE BEGINNING AND END OF EACH WORK PERIOD. CONTRACTOR SHALL IMMEDIATELY REPAIR/REPLACE BARRICADES AND/OR ANY ANCHOR DEVICES THAT HAVE BEEN MOVED OR DAMAGED.

RSA RSA

RUNWAY SAFETY AREA

BOUNDARY LINE

LOW PROFILE

BARRICADES

WITH FLASHERS

REMOVE LEAD-IN

CENTERLINE IF "X"

IS NOT INSTALLED

CLOSED TAXIWAY AT TAXIWAY DETAIL

NTS

TSA TSA

LOW PROFILE

BARRICADES

WITH FLASHERS

TAXIWAY SAFETY AREA

BOUNDARY LINE

NOTES:

1. LOW PROFILE BARRICADES SHALL BE COMMERCIALLY MANUFACTURED FOR SPECIFIC USE ON AIRPORTS.

2. BARRICADES SHALL BE LOCATED OUTSIDE OF ALL SAFETY AREAS.

3. BARRICADES TO BE USED IN CONJUNCTION WITH COVERING, REMOVAL OF LIGHTS, SIGN PANELS AND

OTHER AIRFIELD FEATURES RELATED TO THE TEMPORARY CLOSURE OF TAXIWAYS.

4. FOR EXTENDED CLOSURE PERIODS, PAINT OVER TAXIWAY CENTERLINES TO CLOSED TAXIWAY WITH FLAT BLACK PAINT. REMOVE BLACK PAINT AND REMARK IN ACCORDANCE WITH FAA SPECIFICATION P-620.

5. CONTRACTOR SHALL MAKE FREQUENT INSPECTIONS OF BARRICADES. AT A MINIMUM, THE CONTRACTOR

SHALL INSPECT AT THE BEGINNING AND ENDING OF EACH WORK SHIFT. CONTRACTOR SHALL

IMMEDIATELY REPAIR/REPLACE BARRICADES THAT HAVE BEEN MOVED OR DAMAGED.

14'

3'-6"

PORTABLE LIGHTED

CLOSED RUNWAY MARKER DETAIL

NTS

NOTES:

1. CLOSED MARKERS SHALL BE INSTALLED AS THE FIRST ITEM OF WORK.

2. THE OWNER WILL PROVIDE TWO LIGHTED CLOSED MARKERS MEETING THE

REQUIREMENTS OF ITEM M-103, FAA AC 150/5345-55 (LATEST EDITION), AND IN

GENERAL CONFORMANCE WITH THIS DETAIL. THE CONTRACTOR SHALL PROVIDE

TWO ADDITIONAL LIGHTED CLOSED RUNWAY MARKERS WHEN BOTH RUNWAYS

ARE CLOSED

3. THE MARKERS CAN BE TOWED BY A STANDARD MEDIUM DUTY PICKUP TRUCK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING THE MARKERS AS

DICTATED BY PROJECT PHASING. THE CONTRACTOR SHALL MAKE FREQUENT

INSPECTION OF THE MARKERS AND MAKE PROMPT REPAIRS AS NECESSARY.

5. THE LIGHTED CLOSED MARKER SHALL BE ILLUMINATED AT ALL TIMES THAT IT IS

PLACED IN POSITION ON THE RUNWAY.

6. THE OWNER AND CONTRACTOR SHALL INSPECT THE PHYSICAL AND

OPERATIONAL CONDITION OF EACH UNIT PRIOR TO USE. AT THE END OF THE

PROJECT, EACH UNIT SHALL BE RETURNED IN GOOD PHYSICAL AND

OPERATIONAL CONDITION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND USAGE

COSTS (FUEL, BULBS, ETC.) FOR THE PROJECT DURATION.

NOTES:

1. BARRICADES SHALL BE SPACED A MAXIMUM OF 4' APART, EXCEPT AT

VEHICLE ACCESS/ARFF ACCESS POINTS WHERE A 15' GAP IS ALLOWED.

2. BARRICADES SHALL BE COMMERCIALLY MADE IN LENGTHS OF 6' OR 8'.

3. BARRICADES SHALL BE FILLED WITH WATER TO ADEQUATELY WITHSTAND

HIGH WINDS AND/OR JET BLAST.

4. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES

AND MAKE PROMPT REPAIRS AS NECESSARY.

5. LIGHTS SHALL BE INSPECTED AND OPERATING EVERY NIGHT PRIOR TO

LEAVING THE SITE.

6. RELOCATIONS AND MULTIPLE SETUPS AND REMOVALS OF THE AVIATION

BARRICADES SHALL BE INCIDENTAL TO THE UNIT COST WHEREIN NO

SEPARATE PAYMENT WILL BE MADE.

FLASHING OR STEADY BURNING RED BARRICADE LIGHT (TYPE

A) SECURELY FASTENED. BI-DIRECTIONAL LIGHTS SHALL BE

ORIENTED TO MAXIMIZE VISIBILITY TO APPROACHING

TRAFFIC. IN AREAS WHERE TRAFFIC APPROACHES FROM

MULTIPLE DIRECTIONS, TWO BI-DIRECTIONAL LIGHTS SHALL

BE INSTALLED OR ONE OMNI-DIRECTIONAL LIGHT.

REFLECTIVE MATERIAL, ORANGE

FLUORESCENT AND WHITE

FLUORESCENT STRIPES.

WATER FILLED AVIATION BARRICADE DETAIL

NTS

(LOW PROFILE)

BARRICADES SHALL BE COMMERCIALLY

MANUFACTURED FOR THE SPECIFIC

USE ON AIRPORTS.

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

XR

ES

D R

AW

IN

G : 2

P H

D .d w g

L

AY

O U

T:

L

DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

AIP NO.

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 4-22

PHASING DETAILS

LYNCHBURG REGIONAL AIRPORT

3-51-0029-PENDING 23041

MRM

JCL/JQB

MAY 2024

R

AN

SS

EF

O

OI L E

NIGN

RG

O M M

C

IWN

Lic. No. 034088

DOUGLAS E. SANDER

O

T

E LA FOH

V

IA

I N

C:

\U se rs

\r at ha \D

C\

AC

CD

oc s\

DA

C\

1\

Pr oj ec t F ile s\

PH

D.

dw g, L

2, /2 1/

:3

2:

P M

, r

N

LEGEND

BENCHMARK LOCATION

BORING LOCATION (APPROX)

EXISTING STRUCTURE NUMBER

EXISTING DROP INLET

EXISTING FLARED END SECTION

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING UNDERDRAIN CLEANOUT

EXISTING FIRE HYDRANT

EXISTING AIRFIELD GUIDANCE SIGN

EXISTING RUNWAY LIGHT

EXISTING RUNWAY THRESHOLD LIGHT

EXISTING WIND CONE

EXISTING STORM DRAIN

EXISTING EDGE DRAIN/UNDERDRAIN

EXISTING DITCH

EXISTING BUILDING RESTRICTION LINE

EXISTING ELECTRICAL CONDUIT

EXISTING ELECTRICAL DUCT

EXISTING AIRFIELD ELECTRICAL LINE

EXISTING UNDERGROUND ELECTRICAL LINE

EXISTING FAA-CONTROLLED CABLE

EXISTING FENCE

EXISTING FIBER OPTIC LINE

EXISTING GLIDE SLOPE CRITICAL AREA

EXISTING LOCALIZER CRITICAL AREA

EXISTING OBSTACLE FREE ZONE

EXISTING RUNWAY OBJECT FREE AREA

EXISTING RUNWAY PROTECTION ZONE

EXISTING RUNWAY SAFETY AREA

EXISTING TAXIWAY OBJECT FREE AREA

EXISTING TAXIWAY SAFETY AREA

B-X

EXX

S

CO

GR

BRL

E

UGE

FAA

X

FO

OFZ

ROFA

RPZ

RSA

TOFA

TSA

NOTES

SCALE: 1"=30'

30 0

FEET

30 60

1. ALL STATION AND OFFSETS ARE GIVEN WITH RESPECT TO

RUNWAY 4-22 CENTERLINE (BASELINE "RW") UNLESS

OTHERWISE NOTED

2. THE CONTRACTOR SHALL PROTECT…