ntb2614fredb00061ad1.pdf

PDF 9 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 issued by the Texas Department of Transportation (TxDOT) Aviation Division for airport pavement rehabilitation improvements at Gillespie County Airport in Fredericksburg, Texas. The project encompasses design and construction of pavement rehabilitation work, with all labor, materials, and equipment to be provided by the successful bidder in accordance with engineering specifications. A mandatory pre-bid conference is scheduled for February 12, 2026, at 10:00 AM at Gillespie County Airport, Conference Room, 191 Airport Road, Fredericksburg, Texas 78624. 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. 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, for 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. 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 the project specifications.

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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/

BASE BID - SCHEDULE 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)

ADD ALT 3 - SCHEDULE 2:

TERMINAL APRON PAVEMENT REHABILIZATION

(NORTH PORTION) (RECONSTRUCTION)

ADD ALT 4 - SCHEDULE 2:

TERMINAL APRON PAVEMENT

RECONSTRUCTION (WEST TAXILANE)

Digitally Signed 02/26/2026

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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

TAXIWAY A

NORTH GA APRON

TERMINAL APRON

FUEL PUMPS

AIRPORT RD

FAIR DR

SELF-SERVICE

FUEL FARM

RUNWAY 14-32

TERMINAL

R D

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AY 16

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LEGEND

PERFORM FULL-DEPTH RECLAMATION AND INSTALL PAVEMENT MARKINGS.

**PENDING ADD. ALT. 2 AWARD: CONSTRUCT ASPHALT PAVEMENT AND GRADING

(IN FEET)

0 100' 200' 400' 600'

PHASE 1 WORK AREA

NOTES:

1. PRINT NOTE: SHEET SHALL BE PRINTED IN COLOR.

2. SEE CONSTRUCTION SAFETY AND PHASING NOTES FOR

ADDITIONAL INFORMATION.

3. LIGHTED BARRICADES SHOWN ARE FOR GRAPHIC PURPOSES

ONLY. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF

LIGHTED BARRICADES REQUIRED TO COMPLETE THE WORK AS

SHOWN AND MUST BE IN ACCORDANCE WITH CURRENT FAA

ADVISORY CIRCULARS.

4. CONTRACTOR SHALL HAVE AN APPROVED PAVEMENT BROOM OR

VACUUM TRUCK AVAILABLE ON SITE AT ALL TIMES. HYDRANTS TO

FILL VACUUM TRUCK WILL BE AVAILABLE ON AIRPORT PROPERTY.

5. IN NO EVENT SHALL CONSTRUCTION VEHICLES, EQUIPMENT, OR

MATERIALS BE PARKED/STORED WITHIN 50' OF BARRICADES OR

ACTIVE AIRFIELD PAVEMENT.

6. ON NORTH APRON, CONTRACTOR TO MAINTAIN TENANT ACCESS

TO AIRCRAFT HANGARS.

7. ON THE TERMINAL APRON, CONTRACTOR SHALL MAINTAIN

ACCESS TO SELF-SERVICE FUEL PUMPS. CONTRACTOR TO

COORDINATE WITH AIRPORT MANAGER AND FBO MANAGER TO

MAINTAIN ACCESS TO FBO HANGARS DURING CONSTRUCTION.

8. VEHICULAR TRAFFIC SHALL ALWAYS YIELD TO AIRCRAFT TRAFFIC.

9. FOR RUNWAY CLOSURES, COORDINATE IN ADVANCE WITH

AIRPORT AND AVOID PEAK TRAFFIC TIMES. AIRPORT TRAFFIC

PEAK TIMES ARE THURSDAY THROUGH SUNDAY.

10. SHOULD ADDITIVE ALTERNATE 1 & 2 BE AWARDED CONTRACTOR

HAS OPTION TO INCORPORATE TAXIWAY CONNECTOR FILLET

CONSTRUCTION INTO PHASE 9 RUNWAY CLOSURES.

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREAROFA

RSA

ITEMS OF WORK

CALENDAR DAYS

CONTRACT TIME

0 40 80 120 160 200

PHASE 6

(20 DAYS)

PHASE 5

(5 DAYS)

PHASE 4

(10 DAYS)

PHASE 3

(40 DAYS)

PHASE 2

(60 DAYS)

PHASE 1

(30 DAYS)

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREATOFA

TSA

PHASE 2 WORK AREA

PHASE 3A & 3B WORK AREA

PHASE 4 WORK AREA

PHASE 5 WORK AREA

PHASE 6 WORK AREA

PHASE 7 WORK AREA

PHASE 8 WORK AREA

PERFORM FULL-DEPTH RECLAMATION AND INSTALL PAVEMENT MARKINGS.

INSTALL DETENTION POND SLOPE STABILIZATION.2

PERFORM CRACK SEALING, APPLY SEAL COAT, AND INSTALL PAVEMENT

MARKINGS.

PERFORM FULL DEPTH RECONSTRUCTION AND INSTALL PAVEMENT MARKINGS.6

PERFORM CRACK SEALING, APPLY SEAL COAT, AND INSTALL PAVEMENT MARKINGS.

PENDING ADD. ALT. 3 AND/OR 4 AWARD: PERFORM FULL DEPTH RECONSTRUCTION

AND AIRCRAFT TIE-DOWNS.

PERFORM CRACK SEALING, APPLY SEAL COAT, AND INSTALL PAVEMENT

MARKINGS.

PERFORM CRACK SEALING, APPLY SEAL COAT, AND INSTALL PAVEMENT

MARKINGS.

PERFORM FULL DEPTH RECONSTRUCTION AND INSTALL PAVEMENT MARKINGS.2

PERFORM CRACK SEALING, APPLY SEAL COAT, AND INSTALL PAVEMENT

MARKINGS.

GC-100

MCC

PJH

HANGAR AREA

NOTES:

1. PRIOR TO PERMANENT MARKING APPLICATION, CONTRACTOR SHALL ALLOW 30

DAYS FOR CURING OF ASPHALT PAVEMENT. TEMPORARY MARKINGS SHALL BE

APPLIED PRIOR TO OPENING WORK AREAS TO TRAFFIC.

2. SHOULD ADDITIVE ALTERNATE 3 OR 4 BE AWARDED, CONTRACTOR SHALL BE

ALLOTTED 30 CALENDAR DAYS TO COMPLETE PHASE 5 OF CONSTRUCTION.

PHASE 5 SHALL BE COMPLETED SIMULTANEOUSLY WITH PHASE 2. NO

ADDITIONAL CONSTRUCTION TIME WILL BE PROVIDED.

1 PERFORM CRACK SEALING, APPLY SEAL COAT, AND INSTALL PAVEMENT

MARKINGS.

PERFORM FULL-DEPTH RECLAMATION AND INSTALL PAVEMENT MARKINGS.

**PENDING ADD. ALT. 2 AWARD: CONSTRUCT ASPHALT PAVEMENT AND GRADING

**NOTE: ALL WORK TO BE COMPLETED PAST EXISTING HOLD SHORT MARKING LOCATIONS OR

WITHIN RSA LIMITS SHALL BE COMPLETED DURING NIGHT TIME WORK, OR AS COORDINATED WITH

AIRPORT MANAGEMENT THROUGH DAILY DAYTIME HOUR CLOSURES, WITH RUNWAY CLOSURES.

PHASE 9 ONLY REQUIRES RUNWAY CLOSURES.

PENDING ADD ALT 2 AWARD:

PAVEMENT FILLET - NIGHT WORK

PENDING ADD ALT 2 AWARD:

PAVEMENT FILLET - NIGHT WORK

PHASE 7

(5 DAYS)

PHASE 8

(5 DAYS)

FULL DEPTH RECONSTRUCTION AND INSTALL PAVEMENT MARKINGS.3B

ALTERNATIVE ACCESS ROUTE

C R

D L

PRIMARY ACCESS ROUTE

ALTERNATE STAGING AREA.

SEE PHASING SHEETS FOR USAGE.

PRIMARY STAGING AREA

STOCKPILE LOCATION

EMPLOYEE PARKING

EQUIPMENT STORAGE

STAGING AREA

CONTRACTOR TO INSTALL TEMPORARY

CONSTRUCTION ENTRANCE. SEE EROSION

CONTROL PLANS FOR MORE INFORMATION.

CONTRACTOR TO INSTALL TEMPORARY

CONSTRUCTION ENTRANCE. SEE EROSION

CONTROL PLANS FOR MORE INFORMATION.

BUSINESS CT

9 **PENDING ADD. ALT. 1 AWARD: PERFORM CRACK SEALING, APPLY SEAL COAT,

AND INSTALL PAVEMENT MARKINGS.

PHASE 9 WORK AREA (ADD. ALT. 1)

PHASE 9

(15 DAYS)

U M

H 2/

PAVEMENT DEMOLITION NOTES:

1. CONTRACTOR WILL BE PAID FOR THE SQUARE YARD OF ASPHALT

PAVEMENT REMOVED UNDER SS-140 TO THE TOP OF PROPOSED

SUBGRADE.

2. ALL DRAINAGE STRUCTURES AND MATERIAL DEMOLISHED SHALL BE

REMOVED FROM THE SITE WITH PAYMENT CONSIDERED SUBSIDIARY TO

SS-140.

3. THE CONTRACTOR SHALL ENSURE A CLEAN AND STRUCTURALLY SOUND

JOINT FACE AT THE EDGE OF ALL REMOVED PAVEMENT. ALL WORK,

MATERIAL AND EQUIPMENT (SAW CUT, JOINT SPALL REPAIR, ETC.)

NECESSARY TO ACHIEVE THIS WILL NOT BE MEASURED FOR SEPARATE

PAYMENT BUT WILL BE CONSIDERED SUBSIDIARY TO SS-140.

4. THICKNESSES AND TYPES OF MATERIALS FOR ASPHALT SECTIONS ARE

APPROXIMATE. VARIATIONS OF EXISTING PAVEMENT SECTIONS ON-SITE

SHALL NOT BE A BASIS FOR ADDITIONAL PAYMENT. SEE SHEET BL-101 AND

BORING INFORMATION IN THE GEOTECHNICAL REPORT FOR MORE

INFORMATION.

5. ALL PAVEMENT REMOVED SHALL BECOME PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF OFF AIRPORT

PROPERTY AT THE CONTRACTOR'S OWN EXPENSE.

6. CONTRACTOR SHALL PROTECT ALL UTILITIES, DRAINAGE FACILITIES, AND

AIRPORT FACILITIES THAT ARE TO REMAIN DURING CONSTRUCTION.

CONTRACTOR SHALL PERFORM THE WORK IN SUCH A MANNER AS NOT TO

DAMAGE THE EXISTING UTILITIES. ANY DAMAGE TO THESE UTILITIES

ARISING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED

IMMEDIATELY AND AT NO COST TO THE OWNER.

7. DAMAGE TO EXISTING PAVEMENT TO REMAIN SHALL REQUIRE THE

CONTRACTOR TO CUT A CLEAN VERTICAL EDGE BEYOND THE DAMAGE AND

REMOVE AND REPLACE THE ADDITIONAL PAVEMENT AT NO COST TO THE

OWNER. REMOVAL LIMITS SHALL BE APPROVED BY THE ENGINEER.

8. MISCELLANEOUS STRUCTURES EXISTING WITHIN PAVEMENT DEMOLITION

EXTENTS, INCLUDING, BUT NOT LIMITED TO BOLLARDS AND AIRCRAFT

TIE-DOWNS, ARE SUBSIDIARY TO PAVEMENT REMOVAL.

UNDERGROUND UTILITIES NOTE:

9. UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF

CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE

UTILITIES ON THE PLANS. HOWEVER, ALL EXISTING UTILITIES MAY NOT BE

SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM

THE LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION,

THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE

ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON THE GROUND.

THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS

UNTIL THEY ARE NO LONGER NECESSARY.

TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION

ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFICATION THROUGH

THE ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED

EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY).

THE ONE-CALL SYSTEM PHONE NUMBER IS 1-800-344-8377. THE

CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT

MAKING THIS CALL. NOT ALL UTILITY COMPANIES ARE MEMBERS OF THE

TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED TO

CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALL SYSTEM.

PAVEMENT DEMOLITION NOTES:

1. PAVEMENT SECTION REMOVAL IS THE REMOVAL OF ALL MATERIAL TO THE

SPECIFIED DEPTH (E.G. 22" PAVEMENT SECTION REMOVAL) REGARDLESS OF

WHAT TYPE OF MATERIAL (CONCRETE, ASPHALT, BASE, SUBGRADE, ETC.) IS

ENCOUNTERED. SEE BL-101 AND GEOTECHNICAL REPORT PLANS FOR BORING

LOGS.

2. EXCAVATION NEEDED BETWEEN THE REMOVED PAVEMENT SECTION MATERIAL

AND THE TOP OF THE PROPOSED LIME TREATMENT LAYER SHALL BE PAID FOR

UNDER P-152 UNCLASSIFIED EXCAVATION AS SHOWN IN THE PAVEMENT

DEMOLITION DETAILS. CONTRACTOR WILL BE PAID FOR THE SQUARE YARDS OF

PAVEMENT SECTION REMOVED MEASURED FROM THE EXISTING SURFACE PLUS

THE PLAN QUANTITY FOR P-152 "UNCLASSIFIED EXCAVATION" REGARDLESS OF

MATERIAL OR DEPTH ENCOUNTERED.

3. ANY PAVING FABRIC ENCOUNTERED WITHIN THE EXISTING SECTION WILL NOT

BE PAID FOR SEPARATELY, BUT CONSIDERED SUBSIDIARY TO SS-140.

4. CONTRACTOR TO SAWCUT FULL DEPTH PAVEMENT AT LIMITS OF DEMOLITION.

CONTRACTOR TO PROTECT EDGE FROM SPALLS PRIOR TO INSTALLATION OF

PROPOSED PAVEMENT. THERE WILL BE NO SEPARATE PAYMENT FOR REPAIR.

5. IN AREAS UNDER PROPOSED PAVEMENT, IF BASE IS ENCOUNTERED BELOW THE

PAVEMENT SECTION REMOVAL, THE BASE SHALL BE REMOVED TO THE BOTTOM

OF THE EXISTING PAVEMENT SECTION. REMOVAL OF THIS MATERIAL WILL BE

PAID FOR UNDER P-152 UNCLASSIFIED EXCAVATION.

EXISTING PROPOSED

ASPHALT

PAVEMENT SECTION

REMOVAL LIMITS

UNCLASSIFIED

EXCAVATION

VARIES 2"-5" EXISTING

ASPHALT PAVEMENT

VARIES 6"- 8"

EXISTING BASE

COURSE

EXISTING

SUBGRADE

SCALE: NONE

CD-501

FULL DEPTH PAVEMENT SECTION REMOVAL DETAIL

SCALE: NONE

CD-501

ASPHALT REMOVAL DETAIL

G P

D P

INITIAL SAWCUT

INITIAL ASPHALT PAVEMENT

TO BE REMOVED

INITIAL SAWCUT FOLLOWING INITIAL

ASPHALT REMOVAL JUST PRIOR TO NEW

ASPHALT PAVEMENT SECTION

INSTALLATION

EXISTING ASPHALT

PAVEMENT TO REMAIN

FINAL PORTION OF ASPHALT

PAVEMENT TO BE REMOVED

COMPACTED SUBGRADE

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

6" HMAC (TX-341 TYPE B)

(2) - 3" LIFTS

TACK COAT

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

CD-501

MCC

PJH

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Pl ot

D at e:

P M

Pl ot te r u se d:

D W

G T o

U M

H 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

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.

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