ntb2614fredb00061ad2.pdf

PDF 12 MB Posted May 27, 2026

Attached to: TxDOT Aviation Division- Notice to Bidders
Solicitation number: NTB2614FREDB00061
Issued by: Galveston County, Texas

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Written by GovTribe AI · Jul 8, 2026

This is a Notice to Bidders document from the Texas Department of Transportation (TxDOT) Aviation Division for airport pavement rehabilitation improvements at Gillespie County Airport in Fredericksburg, Texas. The project requires design and construction of pavement rehabilitation work, with all labor, materials, and equipment necessary to complete the work in accordance with engineering specifications. Sealed bids must be submitted by 1:00 PM on March 12, 2026, to Sheri Quinlan at TxDOT Aviation Division, 6230 E. Stassney Lane, 2nd Floor, Austin, Texas 78744. A mandatory pre-bid conference will be held on February 12, 2026, at 10:00 AM at Gillespie County Airport, Conference Room, 191 Airport Road, Fredericksburg, Texas 78624. Project documents are available for review at Garver, 3755 S Capital of Texas Hwy #325, Austin, Texas 78704, with plan sets available at no cost through TxDOT's Plans Online portal. Technical inquiries should be directed to Philip Huntley, P.E., at 512-485-0026, and administrative questions to Sheri Quinlan, Contract Specialist, at 512-416-4500.

The Engineer's Estimate of Probable Cost for the base bid is $3,475,555.00, with four additive alternates valued at $416,125.00, $427,275.00, $373,840.00, and $626,420.00 respectively, resulting in a total potential contract value of up to $5,319,215.00. Each bid must be accompanied by a bid bond or cashier's check equal to two percent of the total bid price, and the successful bidder must furnish Performance and Payment Bonds in the full amount of the contract price. There are no set-aside designations or restrictions limiting bidder eligibility; however, the project establishes a Disadvantaged Business Enterprise (DBE) goal of zero percent. Bidders must submit required certifications regarding debarment status and Buy American compliance, along with a DBE Participation Plan within five calendar days of bid opening. All bidders must comply with predetermined minimum wage rates as specified in project specifications, and the project is subject to the eGrants electronic grant management system.

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GI-002

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DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

BASE BID - SCHEDULE 1

ADD ALT 4 - SCHEDULE 1:

TERMINAL APRON PAVEMENT

RECONSTRUCTION (WEST TAXILANE)

ADD ALT 1:

RUNWAY 14-32 REHABILITATION

SHEET INDEX

GENERAL

1 GI-001 COVER SHEET

2 GI-002 SHEET INDEX AND SUMMARY OF QUANTITIES

3 GI-101 PROJECT LAYOUT PLAN

4 GI-201 SURVEY CONTROL PLAN

5 GC-001 CONSTRUCTION SAFETY AND PHASING NOTES 1

6 GC-002 CONSTRUCTION SAFETY AND PHASING NOTES 2

7 GC-100 CONSTRUCTION SAFETY AND PHASING PLAN - OVERVIEW

8 GC-101 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1

9 GC-102 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 2

10 GC-103 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 3

11 GC-104 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 4

12 GC-105 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 5

13 GC-106 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 6

14 GC-107 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 7

15 GC-108 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 8

16 GC-109

CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 9

(ADD. ALT. 1)

17 GC-501 CONSTRUCTION SAFETY AND PHASING DETAILS

GEOTECHNICAL

18 BL-101 BORING LOCATION PLAN

CIVIL

19 CV-100 EXISTING CONDITIONS OVERVIEW

20 CV-101 EXISTING CONDITIONS 1

21 CV-102 EXISTING CONDITIONS 2

22 CV-103 EXISTING CONDITIONS 3

23 CE-001 EROSION CONTROL NOTES

24 CE-100 EROSION CONTROL OVERVIEW

25 CE-101 EROSION CONTROL PLAN 1

26 CE-102 EROSION CONTROL PLAN 2

27 CE-103 EROSION CONTROL PLAN 3

28 CE-501 EROSION CONTROL DETAILS

29 CD-100 DEMOLITION PLAN OVERVIEW

30 CD-101 DEMOLITION PLAN 1

31 CD-102 DEMOLITION PLAN 2

32 CD-103 DEMOLITION PLAN 3

33 CD-501 DEMOLITION DETAILS

34 CP-001 TYPICAL SECTIONS 1

35 CP-002 TYPICAL SECTIONS 2

36 CP-100 PLAN AND PROFILE - OVERVIEW

37 CP-101 PLAN AND PROFILE 1 - TW A CONNECTOR

38 CP-102 PLAN AND PROFILE 2

39 CP-103 PLAN AND PROFILE 3

40 CP-104 PLAN AND PROFILE 4

41 CP-105 PLAN AND PROFILE 5

42 CP-106 PLAN AND PROFILE 6

43 CP-107 PLAN AND PROFILE 7

44 CP-108 PLAN AND PROFILE 8 - TW B

45 CP-109 PLAN AND PROFILE 9 - TW C

46 CP-110 PLAN AND PROFILE 10 - TW D

47 CP-111 TERMINAL APRON ELEVATION PLAN (BASE BID & ADD ALT 3)

48 CP-112 TERMINAL APRON (ADD ALT 4) ELEVATION PLAN

49 CP-113 PAVEMENT REHABILITATION PLAN 1

50 CP-114 PAVEMENT REHABILITATION PLAN 2

51 CP-115 PAVEMENT REHABILITATION PLAN 3

52 CP-501 PAVING DETAILS

53 CM-100 PAVEMENT MARKING PLAN OVERVIEW

54 CM-101 PAVEMENT MARKING REMOVAL PLAN

55 CM-102 PAVEMENT MARKING PLAN 1

56 CM-103 PAVEMENT MARKING PLAN 2

57 CM-104 PAVEMENT MARKING PLAN 3

58 CM-105 PAVEMENT MARKING PLAN 4

59 CM-106 PAVEMENT MARKING PLAN 5

60 CM-107 PAVEMENT MARKING PLAN 6

61 CM-108 PAVEMENT MARKING PLAN 7

62 CM-501 PAVEMENT MARKING DETAILS 1

63 CM-502 PAVEMENT MARKING DETAILS 2

64 CM-503 PAVEMENT MARKING DETAILS 3

ELECTRICAL

65 EN001 ELECTRICAL NOTES

66 ED101 ELECTRICAL REMOVAL PLAN

67 ED501 ELECTRICAL REMOVAL DETAILS

68 EL101 ELECTRICAL INSTALLATION PLAN

69 EL501 ELECTRICAL INSTALLATION DETAILS 1

70 EL502 ELECTRICAL INSTALLATION DETAILS 2

71 EL503 ELECTRICAL INSTALLATION DETAILS 3

CROSS SECTIONS

72 XS-101 TAXIWAY A CROSS SECTIONS 1

73 XS-102 TAXIWAY A CROSS SECTIONS 2

74 XS-103 TAXIWAY A CROSS SECTIONS 3

75 XS-104 TAXIWAY A CROSS SECTIONS 4

76 XS-105 TAXIWAY A CROSS SECTIONS 5

77 XS-106 TAXIWAY A CROSS SECTIONS 6

78 XS-107 TAXIWAY A CROSS SECTIONS 7

79 XS-108 TAXIWAY A CROSS SECTIONS 8

80 XS-109 TAXIWAY A CROSS SECTIONS 9

81 XS-110 TAXIWAY A CROSS SECTIONS 10

82 XS-111 TAXIWAY A CROSS SECTIONS 11

83 XS-112 TAXIWAY A CROSS SECTIONS 12

84 XS-113 TAXIWAY A CROSS SECTIONS 13

85 XS-114 TAXIWAY A CROSS SECTIONS 14

86 XS-115 TAXIWAY A CROSS SECTIONS 15

87 XS-116 TAXIWAY A CROSS SECTIONS 16

88 XS-117 TAXIWAY A CROSS SECTIONS 17

U M

H 2/

ADD ALT 2 - SCHEDULE 1:

TDG 2B PAVEMENT FILLETS AT

TAXIWAY A AND D RUNWAY APPROACH

ADD ALT 2 - SCHEDULE 2:

TDG 2B PAVEMENT FILLETS AT

TAXIWAY A AND D RUNWAY APPROACH

ADD ALT 3 - SCHEDULE 1:

TERMINAL APRON PAVEMENT REHABILIZATION

(NORTH PORTION) (RECONSTRUCTION)

U M

H 3/

Digitally Signed 03/06/2026

RSA

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TOFA

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TSATSA

TSA

TSATSA

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TOFA

TSA

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TSA

TSA TSA

TSA

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

Fi le

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Ai rfi el d Pa ve m en t R eh ab

\D ra w in gs \T

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G I-1

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m on o.

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:1 :1

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Pl ot te r u se d:

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LEGEND

ITEMS OF WORK

BASE BID:

PERFORM FULL-DEPTH RECLAMATION ON TAXIWAY A, FULL DEPTH PAVEMENT RECONSTRUCTION ON LARGE AIRCRAFT APRON AT TERMINAL APRON, APPLY CRACK SEAL AND SEAL COAT AT NORTH GA APRON

AND TERMINAL APRON AREAS, AND INSTALL PAVEMENT MARKINGS. DETENTION POND SLOPE

STABILIZATION. DRAINAGE IMPROVEMENTS AT MIDFIELD HANGAR ACCESS TAXILANE, INCLUDING PAVEMENT SAW-CUTTING AND REPAIR, INSTALLATION OF DRAINAGE PIPE, HEADWALL, AND CATCH BASIN.

ADD. ALTERNATE 1: RUNWAY 14-32 REHABILITATION

REMOVAL OF PAVEMENT MARKINGS, APPLICATION OF CRACK SEAL AND SEAL COAT, AND INSTALLATION

OF PAVEMENT MARKINGS ON RUNWAY 14-32.

ADD. ALTERNATE 2: TDG 2B PAVEMENT FILLETS AT TAXIWAY A AND D RUNWAY APPROACH

PERFORM EARTHWORK AND INSTALLATION OF AGGREGATE BASE COURSE, ASPHALT PAVEMENT, AND PAVEMENT MARKINGS TO PROVIDE TDG 2 FILLET PAVEMENT FOR TAXIWAY A AND D ENTRANCE/EXIT TAXIWAYS. INCLUDING GRADING AND DRAINAGE IMPROVEMENTS AT TAXIWAY A APPROACH TO RUNWAY 14, INCLUDING SAW-CUTTING PAVEMENT REPAIR, INSTALLATION OF DRAINAGE PIPE AND HEADWALLS.

ADD. ALTERNATE 3: TERMINAL APRON PAVEMENT REHABILITATION (NORTH PORTION) (RECONSTRUCTION) RECONSTRUCTION OF TERMINAL APRON IN LIEU OF ASPHALT PAVEMENT CRACK SEAL AND SEAL COATING.

ADD. ALTERNATE 4: TERMINAL APRON PAVEMENT RECONSTRUCTION (WEST TAXILANE)

RECONSTRUCTION OF TERMINAL APRON TAXILANE IN LIEU OF ASPHALT PAVEMENT CRACK SEAL AND SEAL

COATING.

(IN FEET)

0 100' 200' 400' 600'

RSA

TOFA

TSA

ROFA

RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

RUNWAY OBJECT FREE AREA

ASPHALT PAVEMENT CRACK

SEAL & SEAL COAT

FULL DEPTH PAVEMENT

RECONSTRUCTION

TAXIWAY A

NORTH GA APRON

TERMINAL APRON

FUEL PUMPS

AIRPORT RD

C R

D L

FAIR DR

SELF-SERVICE

FUEL FARM

RUNWAY 14-32

TERMINAL

BUSINESS CT

HIG

AY 16

FULL-DEPTH ASPHALT

PAVEMENT RECLAMATION

GI-101

MCC

PJH

LADY BIRD DR.

D R

ADD ALT 3: FULL DEPTH

PAVEMENT RECONSTRUCTION

ADD ALT 2: ASPHALT PAVEMENT

CONSTRUCTION AND GRADING

PRINTING NOTE: THIS SHEET

SHOULD BE PRINTED IN COLOR

CAUTION - UNDERGROUND UTILITIES:

UNDERGROUND UTILITIES MAY EXIST WITHIN AND ADJACENT TO THE LIMITS OF

CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES ON

THE PLANS. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS, AND

THE LOCATION OF THE UTILITIES SHOWN MAY VARY FROM THE LOCATION SHOWN

ON THE PLANS. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE

CONTRACTOR SHALL CONTACT AIRPORT MAINTENANCE AND LOCAL UTILITY

COMPANIES TO MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITY ON

THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION

MARKINGS UNTIL THEY ARE NO LONGER NECESSARY.

ADD ALT 2

TERMINAL APRON TAXILANE

RECONSTRUCTION (ADD ALT 4)

ADD ALT 2

FBO

HANGAR AREA

ADD ALT 4: FULL DEPTH

PAVEMENT RECONSTRUCTION

TERMINAL APRON

REHABILITATION

(ADD ALT 3)

DETENTION POND SLOPE

STABILIZATION

DETENTION POND SLOPE

STABILIZATION (BASE BID)

U M

H 3/

INSTALL DRAINAGE

IMRPOVEMENTS

(BASE BID)

GRADING

IMPROVEMENTS

(ADD ALT 2)

1.0' (TYP)

EXISTING CONCRETE

HELIPAD PAVEMENT

EXISTING BASE COURSE.

DO NOT DISTURB.

EXISTING SUBGRADE.

DO NOT DISTURB.

4" ASPHALT SURFACE

COURSE (TXDOT 341)

20" CRUSHED AGGREGATE

BASE COURSE (TXDOT 247)

SCALE: NONE

CP-002

APRON SECTION DETAIL

SEE PLAN AND PROFILE SHEETS

EXISTING

HELIPAD

VARIES

SCALE: NONE

CP-002

APRON TYPICAL SECTION

CP-002

EXISTING APRON

MATCH EXISTING GRADE

VARIESVARIES

PRIME COAT

SCALE: NONE

CP-002

PROPOSED FILLET PAVEMENT SECTION

CONCRETE TO ASPHALT JOINT.

SEE DETAIL 3, SHEET CP-501.

SCALE: NONE

CP-002

PHASE 3B FULL DEPTH PAVEMENT SECTION DETAIL

COMPACTED SUBGRADE

COMPACT EXISTING

SUBGRADE

20" CRUSHED AGGREGATE

BASE COURSE (TXDOT 247)

GEOGRID

PRIME COAT

TACK COAT

4" ASPHALT SURFACE

COURSE (TXDOT 341)

(2) - 2" LIFTS

4" HMAC (TX-341) (2) - 2" LIFTS

6" HMAC (TX-341 TYPE B)

(2) - 3" LIFTS

TACK COAT

VARIES2.0'

SCALE: NONE

CP-002

ADD ALT 2 FILLET TYPICAL SECTION

2.0% MAX

10% MAX

2.0% MAX

5.0%

EXISTING

TAXIWAY

CONNECTOR

CD-501

GEOGRID

COMPACT EXISTING

SUBGRADE

9" COMPACTED FDR TRIMMINGS

GEOGRID

PRIME COAT

TACK COAT

4" ASPHALT SURFACE

COURSE (TXDOT 341)

(2) - 2" LIFTS

ALTERNATIVE SECTION

SOLID SODDING - WIDTH VARIES

ITC

H ℄ 5:15:1

4.00' SEED

MATCH GRADING

4.00' SEED

SCALE: NONE

CP-002

GRASS-LINED DITCH

15'

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

Fi le

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Ai rfi el d Pa ve m en t R eh ab

\D ra w in gs \T

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Pl ot te r u se d:

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CP-002

MCC

PJH

U M

H 2/

U M

H 3/

R O

TOFA

TSA

TOFA

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TOFA

TSA

TOFA

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1693.5

N 10057182.17 E 2745004.60

CUT EXISTING CMP PIPE AND BEGIN

PIPE SPLICE FOR NEW CMP PIPE.

N 10057183.24 E 2745018.13

CUT EXISTING CMP PIPE AND BEGIN

PIPE SPLICE FOR NEW CMP PIPE.

54+00 55+00 56+00 57+00 58+00

-0.43%

-1.00%

1.36% 1.36% -0.82% -0.82%

I 5

. 1

I 5

. 1

I 5

. 1

PVI 56+50.00

ELEV. 1693.07

I 5

. 1

I 5

. 1

I 5

. 1

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

KEYMAP

Fi le

:L :\2

Ai rfi el d Pa ve m en t R eh ab

\D ra w in gs \T

T-

C P-

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L as t S av e:

La st s av ed b y:

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m on o.

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Pl ot

S ca le :1

:1 Pl ot D at e:

3/ 9/

Pl ot te r u se d:

D W

G T o

CP-101

MCC

PJH

INSTALL 16' OF

CORRUGATED

18-INCH METAL PIPE

PER TX-460-5.1.

NOTES:

1. PROFILE VERTICAL EXAGGERATION = 10.

2. SEE SHEET CP-100 FOR PLAN AND PROFILE NOTES.

3. SEE SHEETS CP-001 & CP-002 FOR TYPICAL SECTIONS.

4. CONTRACTOR SHALL SAWCUT A CLEAN VERTICAL EDGE

AT ALL PAVEMENT TIE-INS.

5. SEE SHEETS XS-101 - XS-117 FOR CROSS SECTIONS.

(IN FEET)

0 20' 40' 60'10'

TAXIWAY A

NORTH GA APRON

RUNWAY 14-32

LEGEND

FULL DEPTH ASPHALT PAVEMENT

RECLAMATION

EXISTING ASPHALT PAVEMENT

EXISTING PROFILE

PROPOSED PROFILE

ASPHALT TRANSITION

RSA

TOFA

TSA

RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

INSTALL 24' OF

CORRUGATED 18-INCH

METAL PIPE PER TX-460-5.1.

INSTALL (2) 18-INCH SAFETY

END TREATMENTS PER

TX-467-5.1.

FULL DEPTH ASPHALT PAVEMENT

RECONSTRUCTION

ADD ALT 2: ASPHALT PAVING

CONSTRUCTION AND GRADING

SEE DETAIL 4 SHEET CP-002

FOR TYPICAL FILLET SECTION

CP-002

U M

H 3/

INSTALL 83' OF CORRUGATED

18-INCH METAL PIPE PER

TX-460-5.1. INSTALL BOTH

ENDS 18" SAFETY END

TREATMENTS PER TX-467-5.1.

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

-0.45% -0.55% -0.55% -0.55% -0.52% -0.55% -0.53% -0.53% -0.53% -0.41% -0.27% -0.29% -0.35% -0.36% -0.39%

0.54% -1.32%

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

I 1

. 1

PVI 19+00.00

ELEV. 1689.58

I 1

. 1

I 1

. 1

RSA

ROFA

OFA

TOFA

TSA

TOFA

TSA

RSA

ROFA

OFA

TOFA

TSA

TOFA

TSA

RSA

ROFA

OFA

TOFA

TSA

TOFA

TSA

1692 1691

1689.5

1688.5

1692.516931693.5

1691.5

1690.5

1691.5

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

KEYMAP

Fi le

:L :\2

Ai rfi el d Pa ve m en t R eh ab

\D ra w in gs \T

T-

C P-

dw g

L as t S av e:

La st s av ed b y:

M C

C la yt on

La st p lo tte d by :C la yt on , M ic ha el C

.P lo t S ty le :A

m on o.

ct b

Pl ot

S ca le :1

:1 Pl ot D at e:

3/ 9/

Pl ot te r u se d:

D W

G T o

C H

C P-

T C

P-

CP-102

MCC

PJH

0 20' 40' 80' 120'

(IN FEET)

TAXIWAY A

NORTH GA APRON

RUNWAY 14-32

SEE SHEET CP-101 FOR STORM PIPE AND

SAFETY END TREATMENT INFORMATION.

NOTES:

1. PROFILE VERTICAL EXAGGERATION = 10.

2. SEE SHEET CP-100 FOR PLAN AND PROFILE NOTES.

3. SEE SHEETS CP-001 & CP-002 FOR TYPICAL SECTIONS.

4. CONTRACTOR SHALL SAWCUT A CLEAN VERTICAL EDGE

AT ALL PAVEMENT TIE-INS.

5. SEE SHEETS XS-101 - XS-117 FOR CROSS SECTIONS.

LEGEND

FULL DEPTH ASPHALT PAVEMENT

RECLAMATION

EXISTING ASPHALT PAVEMENT

EXISTING PROFILE

PROPOSED PROFILE

ASPHALT TRANSITION

RSA

TOFA

TSA

RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

FULL DEPTH ASPHALT PAVEMENT

RECONSTRUCTION

ADD ALT 2: ASPHALT PAVING

CONSTRUCTION AND GRADING

U M

H 3/

813 L.F. OF DITCH GRADING AT 0.3% SLOPE

DAYLIGHT ELEVATION (SOUTH): 1686.4

150 L.F. OF DITCH

GRADING AT 0.8%

LONGITUDINAL

SLOPE. EXPAND

DITCH BOTTOM TO

15 FT WIDE WITH

5:1 EDGE SLOPE.

SEE SHEET CP-002

DETAIL 5.

INSTALL 83' OF CORRUGATED

18-INCH METAL PIPE PER

TX-460-5.1. INSTALL BOTH

ENDS 18" SAFETY END

TREATMENTS PER TX-467-5.1.

IN ELEV: 1689.59

OUT ELEV: 1688.83

CP-002

RSA

ROFA

TOFA

TSA

TOFA

TSA

UGE

UGE UGE

TOFA

TOFATOFA

TOFA

TSA

TOFA

TOFATOFA

TOFA

TSA

RSA

ROFA

TOFA

TSA

TOFA

TSA

UGE

UGE UGE

TOFA

TOFATOFA

TOFA

TSA

TOFA

TOFATOFA

TOFA

TSA

RSA

ROFA

TOFA

TSA

TOFA

TSA

UGE

UGE UGE

TOFA

TOFATOFA

TOFA

TSA

TOFA

TOFATOFA

TOFA

TSA

1689 1688

1687.5

1687 1686.5 1686 1685.5

1684.5 1684

1683.5

1682.5

1683.5

16841684.5

16851685.516

.516

+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+

19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

-0.57% -0.72% -1.05% -1.10% -1.20% -1.26% -1.25% -1.12% -0.91% -0.57% -0.17% -0.04% -0.01% -0.03% 0.10% 0.04% 0.03% -0.03%

PVI 19+00.00

ELEV. 1689.58

I 1

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

I 2

. 1

PVI 28+00.00

ELEV. 1684.66

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

KEYMAP

Fi le

:L :\2

Ai rfi el d Pa ve m en t R eh ab

\D ra w in gs \T

T-

C P-

dw g

L as t S av e:

La st s av ed b y:

M C

C la yt on

La st p lo tte d by :C la yt on , M ic ha el C

.P lo t S ty le :A

m on o.

ct b

Pl ot

S ca le :1

:1 Pl ot D at e:

3/ 9/

Pl ot te r u se d:

D W

G T o

C H

C P-

C H

C P-

CP-103

MCC

PJH

0 20' 40' 80' 120'

(IN FEET)

TAXIWAY A

NORTH GA APRON

RUNWAY 14-32

TERMINAL APRON

LEGEND

PROPOSED ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

EXISTING PROFILE

PROPOSED PROFILE

ASPHALT TRANSITION

RSA

TOFA

TSA

RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

NOTES:

1. PROFILE VERTICAL EXAGGERATION = 10.

2. SEE SHEET CP-100 FOR PLAN AND PROFILE NOTES.

3. SEE SHEETS CP-001 & CP-002 FOR TYPICAL SECTIONS.

4. CONTRACTOR SHALL SAWCUT A CLEAN VERTICAL EDGE

AT ALL PAVEMENT TIE-INS.

5. SEE SHEETS XS-101 - XS-117 FOR CROSS SECTIONS.

U M

H 3/

INSTALL TXDOT PRECAST INLET DRAIN.

STRUCTURE SHALL BE AN 8' x 8'

PRECAST BASE WITH 4' X 4' PAZD-CZ

"FG" STYLE INLET WITH CAST IN PLACE

APRON. RIM ELEV: 1682. REFER TO

TXDOT STANDARD DETAILS.

INSTALL 122 LF OF 30" RCP

WITH SAFETY END

TREATMENT AT 1.52% SLOPE.

IN ELEV: 1679.0

OUT ELEV: 1677.14

813 L.F. OF DITCH GRADING AT 0.3% SLOPE

DAYLIGHT ELEVATION: 1686.4

CP-002

RSA

RSA RSA

RSA

ROFA

TOFATOFA

TOFA

TOFATOFA

TOFATOFA TO

TOFA

TOFATOFA

TOFA

TOFATOFA

TOFA

RUNWAY 14-32

R3 7.

R54.50'

.5 0'

70 71

0 20' 40' 80' 120'

(IN FEET)

NOTES:

1. SEE SHEET CM-102 FOR PAVEMENT MARKING NOTES.

2. SEE SHEET CM-108 FOR PAVEMENT MARKING POINT

TABLE.

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

JULY 2025

23A06150

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

O U

G , T

D P

REGISTRATION NO.

F-5713

KEYMAP

CM-107

MCC

PJH

Fi le

:L :\2

Ai rfi el d Pa ve m en t R eh ab

\D ra w in gs \T

T-

C M

-1

.d w g L as t S av e:

3/ 9/

La st s av ed b y:

C C la yt on La st p lo tte d by

:C la yt on

, M ic ha el

C .P lo t S ty le

m on o.

ct b Pl ot S ca le

:1 :1

Pl ot

D at e:

Pl ot te r u se d:

W G

T o

C H

C M

-1

CONSTRUCT TAXIWAY CENTERLINE

MARKING. (REFLECTIVE)

TAXIWAY A

CONSTRUCT DASHED TAXIWAY

EDGE MARKING. (REFLECTIVE)

CONSTRUCT RUNWAY HOLDING

POSITION MARKING. (REFLECTIVE)

CONSTRUCT TAXIWAY ENHANCED

CENTERLINE MARKING. (REFLECTIVE)

CM-5011

CM-501

CM-502

LEGEND

RSA

TOFA

EXISTING MARKINGS

PROPOSED YELLOW MARKINGS

RUNWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

ROFA RUNWAY OBJECT FREE AREA

# MARKING LOCATION POINT

CONSTRUCT RUNWAY 34

DESIGNATOR MARKING.

(REFLECTIVE)

CONSTRUCT RUNWAY CENTERLINE

MARKINGS. (REFLECTIVE)

CM-503

CONSTRUCT RUNWAY THRESHOLD

MARKINGS. (REFLECTIVE)

CM-503

PROPOSED WHITE MARKINGS

20.00'

40.00' 40.00'

120.00' (TYP.)

80.00' (TYP.)

U M

H 2/

File details come from the government source that posted it. Updated Jul 8, 2026.