ESBD_510783_1779390602570_RFB 2026-018 Addendum 2.pdf

Purchasing Services Post Office Box 2570

Waco, Texas 76702-2570 Phone: 254-750-6616

CITY OF WACO

Fax: 254-750-8063 daryleb@wacotx.gov www.waco-texas.com

Date:

RFB No:

Commodity:

05/21-2026

2026-018 Waco Regional Airport Runway 1-19 Rehabilitation

Purchasing Agent: Daryle Bullard

Closing Time: 2:00 P.M. CST, Thursday, May 28, 2026

Opening Time: 2:01 P.M. CST, Thursday, May 28, 2026

RFB Opening Location: Via Zoom Video and Dial In

Addendum No: 2

Firm:____________________________________________________________________________________

Address___________________________________________________________________________________

Signature of Person Authorized to Sign Bid:______________________________________________________________________

Signor's Name and Title (print or type):_____________________________________________________________________________

E-mail Address:____________________________________________________________________________

Date:____________________Telephone:___________________________Fax:_________________________

The above-mentioned RFB has been changed. Sign and return addendum to the Purchasing Office by the closing time and date with your RFB response.

Returning this page signed by your authorized agent will serve to acknowledge this change. All other requirements of the invitation remain unchanged. If you have any questions, please call or stop by the Purchasing Office at the above address.

Answers to questions asked.

Updated Bid Forms; Schedule 1 and Schedule 2 Changes to Drawings and Procurement Documents

RFB 2026-018

Addendum 2 mailto:melaniew@wacotx.gov file://NETAPP/HOMES/JodyC/0%20Purchasing/Utilities/2014/RFB%202014-012%20Generator%20Rebuild/www.waco-texas.com

AIP 3-48-0220-053-2025 Addendum No. 2 Page 1

ADDENDUM NO. 2

WACO REGIONAL AIRPORT

RUNWAY 1/19 REHABILITATION

AIP 3-48-0220-053-2025

WALKER PARTNERS PROJECT NO.: 1-04138

DATE OF ADDENDUM: MAY 20, 2026

BID OPENING DATE: MAY 28, 2026

Bidders on this Project are hereby notified that this Addendum shall be attached and made part of the above-named Bid Documents issued April 28, 2026.

The following items are issued to add to, modify, and clarify the Bid Documents including the Technical Specifications and Drawings. These items shall have the full force and effect as the Bid Documents and cost involved shall be included in the appropriate prices. Bids to be submitted on the prescribed date shall conform with any additions, deletions, or revisions listed herein.

Acknowledgement of this Addendum shall be provided on the appropriate location of the Bid Form.

Changes to Drawings

G005 – Drawing updated to add additional potential haul route. Update also includes direction on preparation required for the routes, if used.

G009 & G010 – Drawing notes and construction schedules have been updated.

G401 – Notes within Detail 1 have been updated.

CP301 & CP302 – Typical sections have been updated to remove the requirement to apply a prime coat on the milled surfaces of the runway and taxiways. Prime will still be included in the reconstruction of Taxiway Charlie.

CP401 – A detail has been added for areas that require a full depth pavement repair.

CP402 – A detail has been included to provide clarification on the installation of the geo-composite membrane closer to the edges of the mill and overlay. This is a new sheet added to the drawings and will only be needed if alternate 2B is selected.

Changes to Procurement Documents

The Bid Form has been updated to reduce the quantity on Item 2.08 – Saw-Cut Grooving from full width to the inner 130 feet of the runway width. This will leave 10 feet of ungrooved pavement on each side of the runway.

RFB 2026-018

Addendum 2

AIP 3-48-0220-053-2025 Addendum No. 2 Page 2

The Bid Form has been updated to reduce the quantity on Item 2.05 – Emulsified Asphalt Prime Coat to zero. This item will still remain, but will be zero quantity and zero dollar. The only section where prime coat is quantified is for the reconstruction of Taxiway Charlie.

Questions and Clarifications

1. Will there be any grooving on the Waco Regional Airport Runway Rehabilitation Project?

a. Yes, grooving is specified in the bidding documents.

2. The forms for DBE and HUB are included in the package but I am not finding any requirement percentages for this project.

a. Per latest federal guidelines, DBE and HUB goal is 0% for this project.

3. P-101 Full Depth Pavement Repair: Where is the detail for this work shown in the plans? It is a SY item, but no depth is provided.

a. A detail has been included in the update to Sheet CP401.

4. P-602 Emulsified Asphalt Prime Coat: For Runway 1-19 and Taxiways that are milled and overlayed, why would both prime and tack be required? It appears there would be asphalt remaining after milling to complete. Prime seems unnecessary unless base is exposed.

a. The typical sections on CP301 and CP302 have been revised to exclude the prime coat on the milled surface. Item 2.05 has also been updated as described above.

5. The price sheets in the bid package as well as the excel sheets require writing in the unit prices for each bid item as well as for the various totals. Would you please consider removing this requirement?

There is no apparent reason for this as neither TxDOT Aviation or City of Waco require this on their bids.

a. Unit price is required to be presented in words and in numerals in accordance with Section 20 of the General Project Provisions (Appendix D).

6. When is the anticipated start date?

a. Construction Start Date is anticipated to be in Fall 2026. Dependent on FAA funding/approval and City funding/approval.

7. Will there be any restrictions/limitations on working hours other than what is listed for Phase 1B?

a. Phase 5 contains restrictions on the hours that can be worked.

8. Reference Sheet G005. Please clarify the note that reads “Haul route may need to be established or refurbished”. How will this be paid for?

a. Sheet G005 has been updated to specify what needs to happen to the haul routes if the contractor intends to use them to haul material on and off the runway. Only routes that will be used need to be addressed as specified on the plans. Intended haul routes need to be clearly communicated to airport staff and the engineer. All items related to the construction and maintenance of the haul routes used are subsidiary to the contract with the exception of the drainage pipe and structures needed on Flat Rock Road.

9. Reference Bid Item 2.12 P-620 Surface Preparation for Pavement. What is the intent of this bid item?

a. See paragraph 620-3.3a. of Item P-620.

10. Please provide details for the Full Depth Pavement Repair bid items.

a. A detail has been included in the update to Sheet CP401.

AIP 3-48-0220-053-2025 Addendum No. 2 Page 3

11. What is the Engineer’s Estimate for this project?

a. Bid Schedule No. 1 Base Bid EOPC is $10,950,000.00.

12. The sequence of work shown on the Phase Sheets states: Perform Milling, Perform Crack Repair, Install Reinforcement Grid and then Install HMAC Surface Course. The Typical Sections on Sheet CP301 appear to show to Prime/Tack the Milled Surface, place a 2” lift of HMAC, Place the Reinforcement Grid and then Place another 2” lift of HMAC. Please clarify where the grid and prime need to be placed.

a. Items of work on phasing sheets are not meant to be all inclusive and may not be in the order in which they are performed. See Typical Sections for information related to pavement section items of work.

13. Reference SS 3011 Reinforcement Grid for Asphalt Pavement, Paragraph 2.2. This note states the tack for this product is “As recommended by the manufacturer and that it is subsidiary to the Grid item”. If the grid is placed on the milled surface, will it require a prime coat as well as the subsidiary tack coat?

a. SS-3011 Reinforcement Grid will only be placed between Two 2" lifts of HMAC. Grid will not be placed on a milled HMAC surface. Milled HMAC surface will only require tack coat prior to new HMAC placement. No prime coat required on a milled HMAC surface

14. At the pre-bid meeting it was mentioned that a template for the Safety Plan Compliance Document was available. Can we get a copy?

a. A SPCD template is provided as part of this addendum

15. Is it acceptable to utilize the entrance gate (No. 16) on Flat Rock Road?

a. Yes. Sheet G005 has been updated to show Gate 16 as a possible haul route. Contractor is responsible for all coordination required to minimize impact to the China Spring ISD school located on Flat Rock Road. Any damage to sidewalk will be repaired at contractor’s expense.

16. To what depth is the abandoned Taxiway required to be removed?

a. The bore logs that were done in 2010 on the abandoned taxiway show that there is approximately 4-inches off asphalt and 12-inches of base. All asphalt and base to be removed.

17. Regarding the runway grooving items (SCH 1 & SCH 2): Is there a duration for grooving? Are there restrictions on the working hours for the grooving? Not finding any mention of the grooving on the phasing plan sheets. Sometimes, the grooving must be done at night due to ambient temperatures and this should be taken into account, as well as the 30 day cure time required for the completed paving.

a. Phasing sheets have been updated to clearly indicate when grooving is to be performed.

18. Can the grooving quantities be corrected to take into account that the outer 10-feet on each side of the runway don't get grooved?

a. The quantities have been corrected on the bid form.

19. Sheet G-401 Detail 1 RCM, Note 1. Is it still the intent for the contractor to purchase 2 new Runway

Closure Markers to use for the project, then turn them over to the airport at the conclusion of this project?

a. That is the intent.

20. Will the contractor be required to furnish the additional 2 RCM units for Phase 1 night work and

Phase 5, pavement markings or does the airport have units available?

AIP 3-48-0220-053-2025 Addendum No. 2 Page 4

a. The airport does not have runway closure markers available.

21. Has anyone submitted an alternate material as an approved equal to geotextile paving grid as specified?

a. No.

22. Is there a DBE commitment required by this project? I found a form but see no mention of a goal in the requirements.

a. Per latest federal guidelines, DBE and HUB goal is 0% for this project.

23. Would the Airport/Engineer prefer to place the first 2" course of hot mix during each phase and place the final course after completing the phased work?

a. No.

24. Reference Sheet G401 - Detail 1. Note #4 States that the Lighted "X" formed when opened and operating will be 20'-6" each continuous leg. Some suppliers are saying that the said distance can be 14'-6". Please clarify.

a. Sheet G401 has been updated to provide clarity.

Please acknowledge receipt of this Addendum by signing the cover page and submitting with the Bid.

Approved by:

Kyle D. Schulze, P.E. No. 116026 Walker Partners, LLC

5-21-2026

Item No. Spec No. Item Description and Unit Price in Words

Estimated Quantity Unit Unit Price in Numbers Total Amount per Item

Base Bid - Schedule 1 at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

SUBTOTAL AMOUNT OF GENERAL PROJECT ITEMS

(IN WORDS)

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at Zero dollars 0.00 0.00 and Zero cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

Seeding (Only at Milling Stockpile Location & Staging Areas)

Sod 5' Adjacent to Pavement

Topsoiling

Rock Construction Entrance

Mobilization (Base Bid Items)

Temporary Air and Water Pollution, Soil Erosion, and Siltation Control

Clearing and Grubbing

Asphaltic Concrete Cold Milling - 4.00"

Crack Sealing >1/4"-1"

Crack Sealing >1"

Full Depth Pavement Repair

Emulsified Asphalt Prime Coat

T-901

T-904

T-905

7,000

2.09

2.08

2.04

2.07 28,500

AC7

SY

CY

2.10

2.11

FAA AIP No. 3-48-0220-053-2025

General Project Items

2.05 P-602 0 -

2.06 P-603 22,510 GAL

P-101

P-101/ P-605

P-101/ P-605

1.01

1.02

1.03

1.04

2.01

2.02

2.03

C-100

C-100

LS

EA

LS

LS

SY

LF

LF

SY

SY

TON

Runway 1/19 4-Inch Mill & Overlay (Full Width)

C-105

C-102

P-621

P-101

P-401

1.05 P-151 1 LS

Emulsified Asphalt Tack Coat

4" HMA Surface Course

Saw-Cut Grooving

118,470

55,000

102,675

Contractor Quality Control Program (CQCP) at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

SUBTOTAL AMOUNT OF RUNWAY 1/19 4-INCH MILL &

OVERLAY (FULL WIDTH)

(IN WORDS)

24" S.E.T. (6:1)(TxDOT Detail PSET-SP)

Surface Preparation for Pavement

Temporary Markings

Yellow Pavement Markings (Reflective)

White Pavement Markings (Reflective)

Black Pavement Markings (Non-Reflective)

Temporary Connection of Holding Position Sign to Taxiway Circuit and Reconnection to Runway Circuit

SF

2.13 P-620 106,577 SF

2.14 P-620 1,737 SF

SF

2.12 127,627P-620

2.15 P-620 104,840

2.16 P-620 21,050

2.19 L-125 16

2.22 F-161 40

2.25 D-752 2

Remove Existing Runway Threshold/End Light and Install Steel Plate on Light Can

Reinstall Existing Runway Threshold/End Light in Existing Base Can

Preparation of Safety Plan Compliance Document

SF

2.17 L-125 2 EA

2.18 L-125 16 EA

EA

2.20 SS-105 1 LS

2.21 SS-105 1 LS

Barricades and Markings for Pavement Closures

LF

2.23 F-161 1 EA

2.24 D-701 50 LF

Remove and Replace Existing Fence, Class D

Remove and Replace Existing Vehicular Gate

24" RCP (Class III) Including Excavation & Backfill

EA

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

Unclassified Excavation

Pavement Removal

Emulsified Asphalt Prime Coat

Emulsified Asphalt Tack Coat

4" HMA Surface Course

12" HMA Base Course

8" Lime Treated Subgrade

Lime (6%)

3.06 P-403 800 TON

3.04 P-603 240 GAL

TON

3.02 P-101

3.01 P-152 540 CY

1,100 SY

360 GAL

Taxiway Charlie Reconstruction

3.05 P-401 255

3.03 P-602

3.07 P-155 1,215 SY

3.08 P-155 25 TON

3.09 T-904 1,110 SY

Sod

3.10 T-905 125 CY

3.11 P-620 1,174 SF

3.12 P-620 426 SF

Topsoiling

Surface Preparation for Pavement

Temporary Markings

LF

3.18 L-110 652 LF

3.13 P-620 426 SF

3.14 P-620 748 SF

3.15 L-108 1,406 LF

Yellow Pavement Markings (Reflective)

Black Pavement Markings (Non-Reflective)

No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit

No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations

Remove Existing L-824 Cable from Conduit

2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill

3.16 L-108 440 LF

3.17 L-110 1,406

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

SUBTOTAL AMOUNT OF TAXIWAY CHARLIE

RECONSTRUCTION

(IN WORDS)

TOTAL AMOUNT OF BASE BID (IN WORDS)

at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1A

(IN WORDS)

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at Zero dollars 0.00 0.00 and Zero cents at dollars and cents at dollars and cents

3.22 L-125 6 EA

3.23 L-125 6 EA

3.19 L-110 440 LF

3.20 L-115 2 EA

5.07 P-401 3,065 TON

5.04 P-101 68 SY

4" HMA Surface Course

5.05 P-602 0 -

5.06 P-603 2,505 GAL

Crack Sealing >1"

Full Depth Pavement Repair

Emulsified Asphalt Prime Coat

Emulsified Asphalt Tack Coat

6 EA

Additive Alternate 1A: Full Runway Width Geotextile Grid Crack Retardent

3.24 L-125 2 EA

5.03 P-101 65 LF

Remove Existing 2" Conduit

Install L-867D Handhole

Remove and Salvage Existing Light Fixture and Transformer

Remove Existing Light Can and Concrete Encasement

Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf

Install New LED Taxiway Edge Light in New Base Can with Concrete Encasement in Turf

Reinforcement Grid for Asphalt Pavement

Asphaltic Concrete Cold Milling - 4.00"

Crack Sealing >1/4"-1"

Additive Alternate 1B: Connecting Taxiways 4" Mill & Overlay (A-North, A1, A2, A3, A4, A-South)

5.01 P-101 13,183 SY

5.02 P-101 11,200 LF

4.01 SS-3011 118,470 SY

3.21 L-125

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1B

(IN WORDS)

at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1C

(IN WORDS)

Yellow Pavement Markings (Reflective)

Black Pavement Markings (Non-Reflective)

Preformed Thermoplastic Markings

Remove and Salvage Existing Light Fixture and Transformer

Remove Existing Light Can and Concrete Encasement by Coring

Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in HMAC Shoulder

Install Salvaged In-Pavement Runway Edge Light in New Base Can with Concrete Encasement

Reinforcement Grid for Asphalt Pavement

5.08 T-904 1,450 SY

Sod 5' Adjacent to Pavement

5.09 T-905 160 CY

5.10 P-620 8,975 SF

5.11 P-620 3,351 SF

Topsoiling

Surface Preparation for Pavement

Temporary Markings

6.01 SS-3011 13,183 SY

5.12 P-620 3,351 SF

5.13 P-620 5,624 SF

Additive Alternate 1C: Connecting Taxiways Geotextile Grid Crack Retardent

5.14 P-620 1,894 SF

5.15 L-125 16 EA

5.16 L-125 16 EA

5.17 L-125 7 EA

5.18 L-125 9 EA

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1D

(IN WORDS)

Remove Abandoned Light Can and Concrete Encasement

Remove and Salvage Existing Light Fixture and Transformer

Remove Existing Light Can and Concrete Encasement

Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf

Install New Elevated High Intensity Runway Edge Light in New Base Can with Concrete Encasement in Turf

Pavement Removal

Sodding

Topsoiling

No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit

No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations

Remove Existing L-824 Cable from Conduit

2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill

Remove Abandoned Sign Foundation

Remove Existing Junction Can and Concrete Encasement

Unclassified Excavation

7.07 L-108 1,418 LF

7.08 L-110 1,301 LF

LF

7.06 L-108 1,301 LF

T-904 3,200 SY

7.04 T-905 355 CY

7.05 L-108 1,418

EA

7.11 L-125 11 EA

Additive Alternate 1D: Abandoned Taxiway Removal

7.01 P-152 650 CY

7.02 P-101 1,772 SY

7.03

7.15 L-125 1 EA

7.12 L-125 9 EA

7.13 L-125 9 EA

7.14 L-125 4 EA

7.09 L-125 6 EA

7.1 L-125 2

Estimated Quantity Unit Unit Price in Numbers Total Amount per Item

Base Bid - Schedule 2 at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

SUBTOTAL AMOUNT OF BASE BID SECTION

(IN WORDS)

at dollars and cents at dollars and cents at dollars and cents at Zero dollars 0.00 0.00 and Zero cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

2.09

2.10

2.11

1,500

61,451P-620

62,255

25,000

62,255

EA

LS

LS

LS

SY

LF

LF

SY

TON

Runway 1/19 4-Inch Mill & Overlay Keel (Middle 50-Feet) and Extensions to Taxiways

C-105

C-102

P-151

Emulsified Asphalt Tack Coat

4" HMA Surface Course

Saw-Cut Grooving

FAA AIP No. 3-48-0220-053-2025

General Project Items

2.04 P-602 0 -

2.05 P-603 11,830 GAL

P-101

P-101/ P-605

P-101/ P-605

1.01

1.02

1.03

1.04

1.05

2.01

2.02

2.03

C-100

C-100

LS

P-621

T-901

T-904

T-905

P-401

2.08

2.07

2.06 14,950

AC7

SY

CY

SF

Contractor Quality Control Program (CQCP)

Rock Construction Entrance

Mobilization (Base Bid Items)

Temporary Air and Water Pollution, Soil Erosion, and Siltation Control

Clearing and Grubbing

Asphaltic Concrete Cold Milling - 4.00"

Crack Sealing >1/4"-1"

Crack Sealing >1"

Emulsified Asphalt Prime Coat

Seeding (Only at Milling Stockpile Location & Staging Areas)

Sod 5' Adjacent to Pavement

Topsoiling

Surface Preparation for Pavement at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

SUBTOTAL AMOUNT OF BASE BID SECTION

(IN WORDS)

TOTAL AMOUNT OF BASE BID (IN WORDS)

2.24 D-701 50 LF

2.25 D-752 2 EA

2.21 SS-105 1 LS

2.22 F-161 40 LF

2.23 F-161 1 EA

Barricades and Markings for Pavement Closures

Remove and Replace Existing Fence, Class D

Remove and Replace Existing Vehicular Gate

2.18 P-620 1,060 SF

2.19 L-125 2 EA

2.2 SS-105 1 LS

Apply Seal Coat over removed markings

Temporary Connection of Holding Position Sign to Taxiway Circuit and Reconnection to Runway Circuit

Preparation of Safety Plan Compliance Document

2.15 P-620 1,737 SF

2.16 P-620 104,840 SF

2.17 P-620 21,050 SF

Black Pavement Markings (Non-Reflective)

2.14 P-620 47,996 SF

P-620 14,803 SF

2.13 P-620 66,176 SF

2.12

Remove Existing Pavement Markings

Surface Preparation of Existing markings for Remarking

Temporary Markings

Yellow Pavement Markings (Reflective)

White Pavement Markings (Reflective)

24" RCP (Class III) Including Excavation & Backfill

24" S.E.T. (6:1)(TxDOT Detail PSET-SP) at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

3.16 L-108 440 LF

3.17 L-110 1,406 LF

3.18 L-110 652 LF

3.13 P-620 426 SF

3.14 P-620 748 SF

3.15 L-108 1,406 LF

Yellow Pavement Markings (Reflective)

Black Pavement Markings (Non-Reflective)

No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit

No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations

Remove Existing L-824 Cable from Conduit

2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill

3.10 T-905 125 CY

3.11 P-620 1,174 SF

3.12 P-620 426 SF

Topsoiling

Surface Preparation for Pavement

Temporary Markings

3.07 P-155 1,215 SY

3.08 P-155 25 TON

3.09 T-904 1,110 SY

Lime (6%)

Sod

3.02 P-101

Additive Alternate 2A: Taxiway Charlie Reconstruction

3.01 P-152 540 CY

1,100 SY

360 GAL

3.06 P-403 800 TON

3.04 P-603 240 GAL

TON3.05 P-401 255

3.03 P-602

Unclassified Excavation

Pavement Removal

Emulsified Asphalt Prime Coat

Emulsified Asphalt Tack Coat

4" HMA Surface Course

12" HMA Base Course

8" Lime Treated Subgrade at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 2A

(IN WORDS)

at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 2B

(IN WORDS)

at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

3.23 L-125 6 EA

3.24 L-125 2 EA

5.02 P-101 1,772 SY

5.03 T-904 3,200 SY

5.04 T-905 355 CY

3.22 L-125 6 EA

2 EA

Additive Alternate 2C: Abandoned Taxiway Removal

5.01 P-152 650 CY

4.01 SS-3011 62,255 SY

3.21 L-125 6 EA

Additive Alternate 2B: Geotextile Grid Crack Retardent Keel (Middle 50-Feet) and Extensions to Taxiways

3.19 L-110 440 LF

3.20 L-115

5.05 L-108 1,418

5.07 L-108 1,418 LF

5.08 L-110 1,301 LF

LF

5.06 L-108 1,301 LF

Remove Existing 2" Conduit

Install L-867D Handhole

Remove and Salvage Existing Light Fixture and Transformer

Remove Existing Light Can and Concrete Encasement

Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf

Install New LED Taxiway Edge Light in New Base Can with Concrete Encasement in Turf

Reinforcement Grid for Asphalt Pavement

Unclassified Excavation

Pavement Removal

Sodding

Topsoiling

No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit

No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations

Remove Existing L-824 Cable from Conduit

2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents at dollars and cents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 2C

(IN WORDS)

5.13 L-125 9 EA

5.14 L-125 4 EA

5.15 L-125 1 EA

Remove Existing Light Can and Concrete Encasement

Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf

Install New Elevated High Intensity Runway Edge Light in New Base Can with Concrete Encasement in Turf

5.1 L-125 2 EA

5.11 L-125 11 EA

5.12 L-125 9 EA

Remove and Salvage Existing Light Fixture and Transformer

5.09 L-125 6 EA

Remove Abandoned Sign Foundation

Remove Existing Junction Can and Concrete Encasement

Remove Abandoned Light Can and Concrete Encasement

Safety Plan Compliance Document (SPCD)

PROJECT NAME:

CONTRACTOR:

POINT OF CONTACT:

CONTACT PHONE:

LOCATION OF CSPP AND SPCD: Contractor shall have copies of the CSPP and SPCD available at all times for reference by the airport operator and its representatives, and by subcontractors and contractor employees.

Location of CSPP and SPCD:_______________________________________________________

EMERGENCY CONTACTS: Provide a point of contact that will coordinate an immediate response to correct any construction-related activity that may adversely affect the operational safety of the airport. Project will require 24-hour coverage.

Primary Point of Contact:__________________________________ Phone: _______________

Secondary Point of Contact:__________________________________ Phone: _______________

SAFETY PERSONNEL: List of on‐site personnel responsible for monitoring compliance with the Construction Safety and Phasing Plan (CSPP) and SPCD during construction:

Contact Person:__________________________________ Phone: _______________

Contact Person:__________________________________ Phone: _______________

SUPPLEMENTAL INFORMATION: The contractor shall list all proposed deviations or modifications to the CSPP for each section listed below. For each alteration the contractor shall provide:

a. The reason why the alteration is desired.

b. Provide sufficient narrative description and/or pictorial descriptions of the proposed change so a complete review of the proposal can be made.

c. If no alterations are to be made to the CSPP, clearly state; “No alterations to the CSPP are proposed.”

1. Coordination:

2. Phasing:

3. Areas and Operations Affected by Construction Activity:

4. Protection of NAVAIDs:

5. Contractor Access:

6. Wildlife Management:

7. *Foreign Object Debris (FOD) Management:

8. *Hazardous Material (HAZMAT) Management:

9. *Notification of Construction Activities:

10. Inspection Requirements:

11. Underground Utilities:

12. Penalties:

13. Special Conditions:

14. Runway and Taxiway Visual Aids:

15. Marking and Signs for Access Routes:

16. Hazard Marking and Lighting:

17. Work Zone Lighting for Nighttime Construction (If Applicable)

18. Protection of Runway and Taxiway Safety Areas:

19. Other Limitations on Construction:

*These items are required to be outlined by the contractor within the SPCD. See the applicable section of the CSPP for detailed instructions.

FREQUENCY OF INSPECTIONS: The contractor shall describe the frequency of inspections to ensure construction personnel comply with the CSPP and SPCD and that there are no altered construction activities that could create potential safety hazards. Inspections shall ensure that all proper safety devices, signs, demarcations etc. are in place and in proper working order in accordance with the approved CSPP & SPCD. A Construction Project Daily Safety Inspection Checklist is attached to aid in making a thorough inspection.

CONTRACTOR MOVEMENTS: Provide a description of contractor’s plan to restrict movement of construction vehicles and personnel to permitted construction areas by flagging, barricading, erecting temporary fencing, or providing escorts, as appropriate and as specified in the CSPP.

AOA PROTECTION: Provide a description of contractor’s plan to ensure that no contractor employees, employees of subcontractors or suppliers, or other persons enter any part of the air operations area (AOA) unless authorized.

SUPPLEMENTAL AIRSPACE STUDY: If required, provide a description and schedule for any anticipated supplemental submittal through the FAA’s OE/AAA web portal for the purpose of conducting an aeronautical study of contractor equipment that will exceed 15’ in height or stockpiles and haul routes that will differ from those shown in the plans.

EMPLOYEE EDUCATION: Provide a description of contractor’s plan to ensure that construction personnel are familiar with the safety procedures and regulations on the airport, the CSPP, and the

SPCD.

SPCD AMENDMENT: The SPCD shall be amended any time there is a construction practice proposed by the contractor that does not conform to the CSPP and SPCD and may impact the airport’s operational safety. This will require a revision to the CSPP and SPCD.

CERTIFICATION

We have read and understand the operational safety requirements of the CSPP and will abide by all provisions as written and with any additions or amendments as noted in the supplemental information. We will not deviate from the plan unless otherwise approved in writing by the airport operator.

We certify that at least one employee (listed in the "Safety Personnel" section above) familiar with the compliance of the safety plan procedures and the regulations of the airport will be on‐ site whenever active construction is in progress:

(CONTRACTOR)

BY:

(AUTHORIZED SIGNATURE)

(TITLE)

DATE:

Construction Project Daily Safety Inspection Checklist

The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project.

Potentially Hazardous Conditions

Item Action Required or None

Excavation adjacent to runways, taxiways, and aprons improperly backfilled.

Mounds of earth, construction materials, temporary structures, and other obstacles near any open runway, taxiway, or taxi lane; in the related Object Free area and aircraft approach or departure areas/zones; or obstructing any sign or marking.

Runway resurfacing projects resulting in lips exceeding 3 in (7.6 cm) from pavement edges and ends.

Heavy equipment (stationary or mobile) operating or idle near AOA, in runway approaches and departures areas, or in OFZ.

Equipment or material near NAVAIDs that may degrade or impair radiated signals and/or the monitoring of navigation and visual aids.

Unauthorized or improper vehicle operations in localizer or glide slope critical areas, resulting in electronic interference and/or facility shutdown.

Tall and especially relatively low visibility units (that is, equipment with slim profiles) — cranes, drills, and similar objects — located in critical areas, such as

OFZ and approach zones.

Improperly positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, on any apron, open taxiway, or open taxi lane or in a related safety, approach, or departure area.

Obstacles, loose pavement, trash, and other debris on or near AOA. Construction debris (gravel, sand, mud, and paving materials) on airport pavements may result in aircraft propeller, turbine engine, or tire damage. Also, loose materials may blow about, potentially causing personal injury or equipment damage.

Inappropriate or poorly maintained fencing during construction intended to deter human and animal intrusions into the AOA. Fencing and other markings that are inadequate to separate construction areas from open AOA create aviation hazards.

Improper or inadequate marking or lighting of runways (especially thresholds that have been displaced or runways that have been closed) and taxiways that could cause pilot confusion and provide a potential for a runway incursion. Inadequate or improper methods of marking, barricading, and lighting of temporarily closed portions of AOA create aviation hazards.

Wildlife attractants — such as trash (food scraps not collected from construction personnel activity), grass seeds, tall grass, or standing water — on or near airports.

Obliterated or faded temporary markings on active operational areas.

Misleading or malfunctioning obstruction lights.

Unlighted or unmarked obstructions in the approach to any open runway pose aviation hazards.

Failures to issue, update, or cancel NOTAMs about airport or runway closures or other construction related airport conditions.

Failure to mark and identify utilities or power cables.

Damage to utilities and power cables during construction activity can result in the loss of runway / taxiway lighting; loss of navigation, visual, or approach aids; disruption of weather reporting services; and/or loss of communications.

Restrictions on ARFF access from fire stations to the runway / taxiway system or airport buildings.

Lack of radio communications with construction vehicles in airport movement areas.

Objects, regardless of whether they are marked or flagged, or activities anywhere on or near an airport that could be distracting, confusing, or alarming to pilots during aircraft operations.

Water, snow, dirt, debris, or other contaminants that temporarily obscure or derogate the visibility of runway/taxiway marking, lighting, and pavement edges. Any condition or factor that obscures or diminishes the visibility of areas under construction.

Spillage from vehicles (gasoline, diesel fuel, oil) on active pavement areas, such as runways, taxiways, aprons, and airport roadways.

Failure to maintain drainage system integrity during construction (for example, no temporary drainage provided when working on a drainage system).

Failure to provide for proper electrical lockout and tagging procedures. At larger airports with multiple maintenance shifts/workers, construction contractors should make provisions for coordinating work on circuits.

Failure to control dust. Consider limiting the amount of area from which the contractor is allowed to strip turf.

Exposed wiring that creates an electrocution or fire ignition hazard. Identify and secure wiring, and place it in conduit or bury it.

Site burning, which can cause possible obscuration.

Construction work taking place outside of designated work areas and out of phase. □

FLAT ROCK RD

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Know what's below.

Call before you dig.

WACO REGIONAL AIRPORT

RUNWAY 1-19 REHABILITATION

CITY OF

WACO

T.B.P.E. Registration No. 8053

SHEET OF

DRAWING NO.

KDS

JDC/MRS

CPM

JBREVIEWED BY:

DRAFTED BY:

DESIGNED BY:

PROJECT NO. 1-04138

CHECKED BY:

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DATEDESCRIPTIONISSUE

02/10/2026PRELIMINARY DESIGNPD

Regional Airport

04/15/2026FINAL DESIGNFD

KYLE D. SCHULZEDATE

4/15/2026

OVERALL HAUL AND STAGING

LAYOUT

G005

LIMITS OF CONSTRUCTION

AIRPORT

BEACH PARK

AIRPORT

TERMINAL

GRAPHIC SCALE

250 500 1000

N

S

E

W

LAKE

WACO

TAXIWAY A TAXIWAY A-4 TAXIWAY A-3

TAXIWAY A-2

TAXIWAY A-1

TAXIWAY A

TAXIWAY C

RUNWAY 1-19

TAXIWAY B-3

TAXIWAY TO BE REMOVED

STOCKPILE

LOCATION

WACO

REGIONAL

AIRPORT

GATE ENTRANCE

GATE ENTRANCE

LEGEND

LIMITS OF CONSTRUCTION

LIMITS OF AIRPORT

STAGING AREA OPTION

POTENTIAL HAUL ROUTE

1. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN A HAUL

ROUTE TO GET TO THE STOCKPILE LOCATION OFF OF THE

AIRFIELD.

2. HAUL ROUTE SHALL BE EQUIPPED TO ENSURE POSITIVE

DRAINAGE. RCP STORM PIPE MAY BE USED AT THE WATER

CROSSINGS SUCH AS A DRAINAGE DITCH.

3. STOCKPILE OF ASPHALT MILLINGS SHALL BE A MAXIMUM OF

4 FEET IN HEIGHT. THE FOOT PRINT SHALL BE

APPROXIMATELY 1,000 FEET X 100 FEET. SIDESLOPES OF

THE STOCKPILE SHALL BE A MAXIMUM OF 3:1.

4. SILT FENCE SHALL BE USED TO PREVENT ANY EROSION AND

SURROUND THE STOCKPILE MILLINGS.

5. THE EXISTING FENCE SHALL BE REMOVED AND REPLACED

AS NEEDED TO GIVE PROPER ACCESS. THE GATE MUST

REMAIN LOCKED WHEN ACCESS IS NOT NEEDED.

6. HAULING OF MILLINGS SHALL NOT BE ALLOWED WHEN

THERE IS HEAVY TRAFFIC ON FLAT ROCK RD. (STUDENT

ARRIVAL/DEPARTURE TIMES, WORK TRAVEL TIMES, ETC).

HAULING SHOULD NOT IMPEDE TRAFFIC.

7. ALL DISTURBED AREAS WITHIN THE STOCKPILE LOCATION

PROPERTY SHALL BE SEEDED AT THE CONCLUSION OF THE

PROJECT.

8. CONTRACTOR TO CONFIRM WITH AIRPORT STAFF ON PLAN

TO HAUL MATERIAL PRIOR TO COMMENCING.

GENERAL NOTES

HAUL ROUTE TO BE ESTABLISHED

AND MAINTAINED (RE INSET A/G005A)

HAUL ROUTE INSIDE

PERIMETER FENCE (USE AS IS)

HAUL ROUTE TO BE REFURBISHED

UTILIZING 3" OF HMAC MILLINGS

2 ADDENDUM NO. 2 05/20/2026

PHASE WORK LIMITS COORDINATE TABLE

POINT NO.

NORTHING

10564722.92

10568546.63

10568688.41

10564864.70

EASTING

3264186.43

3265043.10

3264410.28

3263553.60

DESCRIPTION

PHASE WORK LIMITS

PHASE WORK LIMITS

PHASE WORK LIMITS

PHASE WORK LIMITS

TW

Y

C

RWY 1-19

TWY A3

TW

Y

A

TW

Y

A1

TW

Y

A2

TW

Y

A4

TWY B3

TWY A

RWY 14

-32

TWY B

TWY A

TWY B2

TWY B1

Know what's below.

Call before you dig.

WACO REGIONAL AIRPORT

RUNWAY 1-19 REHABILITATION

CITY OF

WACO

T.B.P.E. Registration No. 8053

SHEET OF

DRAWING NO.

JB

JB

CP

TSREVIEWED BY:

DRAFTED BY:

DESIGNED BY:

PROJECT NO. 1-04138

CHECKED BY:

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DATEDESCRIPTIONISSUE

02/10/2026PRELIMINARY DESIGNPD

Regional Airport

04/15/2026FINAL DESIGNFD

N

C E

CHAD E. PENNEL

ILF

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91114

5/20/2026

DATE CHAD E. PENNEL

05/20/2026ADDENDUM No. 22

NOTE: PART OF A MULTIPHASE PROJECT G009

PHASING PLAN - PHASE 4

GRAPHIC SCALE IN FEET

300' 600'300'

PHASING LEGEND

PHASE CONSTRUCTION

PHASE DEMOLITION

CONTRACTOR'S STAGING AREA

CONSTRUCTION ENTRANCE

COMPLETED WORK

RUNWAY SAFETY AREA

CONTRACTOR'S HAUL ROUTE

TEMPORARY BARRICADES

WORK LIMITS

TEMPORARY INSTALLED

RUNWAY CLOSURE MARKERS

NOTE:

CONTRACTOR SHALL FIELD VERIFY

LOCATIONS AND ELEVATIONS OF ALL

UTILITIES PRIOR TO ANY EXCAVATION

TAKING PLACE.

EXISTING

TERMINAL

BUILDING

INSTALL PORTABLE

LIGHTED RUNWAY

CLOSURE MARKER

INSTALL PORTABLE

LIGHTED RUNWAY

CLOSURE MARKER

COMPLETED WORK

AREA (TYP.)

200' 200'

PHASE 4 WORK LIMITS

RUNWAY 1-19

HMA PAVEMENT

MILL/OVERLAY

TAXIWAY A1

HMA PAVEMENT

MILL/OVERLAY

TAXIWAY A

HMA PAVEMENT

MILL/OVERLAY

PERMANENT TAXIWAY

PAVEMENT REMOVAL

TEMPORARY

LOW-PROFILE

BARRICADES

(TYP.)

200'

PHASE 4: RUNWAY 1-19, TAXIWAY A, A1, AND A2 INTERSECTION HMA

MILL/OVERLAY NORTH OF TAXIWAY A3

SEE CONSTRUCTION SCHEDULE TABLE FOR PHASE WORK DAYS

(NOTE: SEQUENCE OF PHASING MAY BE ADJUSTED WITH OWNER APPROVAL)

1. THIS PHASE REQUIRE RUNWAY AND/OR TAXIWAY CLOSURES.

2. PRIOR TO BEGINNING WORK IN THIS PHASE, THE AIRPORT WILL ISSUE THE

APPROPRIATE NOTAM THAT MEN, MATERIALS, AND MACHINERY WILL BE IN

SPECIFIC CONSTRUCTION AREAS FOR THE DURATION OF THIS PHASE. NO RSA

NOTAMS ARE REQUIRED WHEN OUTSIDE OF THE RUNWAY SAFETY AREA UNLESS

TRANSITIONAL SURFACE IS ENCROACHED.

3. SEE ELECTRICAL PLANS FOR SIGNS REQUIRING TEMPORARY JUMPER.

4. FOR CLOSED TAXIWAYS, DEACTIVATE THE CIRCUIT IF POSSIBLE. WHEN NOT

POSSIBLE, COVER FIXTURES. THIS SHALL BE SUBSIDIARY.

5. PERFORM UTILITY LOCATES.

6. STAKE NORTH SIDE OF TAXIWAYS A3 AND C OBJECT FREE AREAS AT 100'

INTERVALS. TOFA IS 65.5' FROM CENTERLINE.

7. INSTALL APPROPRIATE EROSION CONTROL DEVICES PRIOR TO BEGINNING SOIL

DISTURBING ACTIVITIES. (SEE EROSION CONTROL SHEETS).

8. INSTALL LOW-PROFILE WATER-FILLED BARRICADES WHERE SHOWN FOR THIS

PHASE.

9. THE CONTRACTOR SHALL PLACE LIGHTED "X"s AT EACH RUNWAY 1-19 END OVER

THE RUNWAY DESIGNATION MARKING, OR WHEN REQUIRED BY CONSTRUCTION

ACTIVITY, JUST OFF THE RUNWAY END. SEE DETAIL 1, SHEET G401.

10. WORK ACTIVITIES WITHIN LIMITS OF WORK AREA FOR THIS PHASE INCLUDE:

· STRIP AND STOCKPILE THE EXISTING TOPSOIL WITHIN THE PHASING LIMITS.

· PERFORM ELECTRICAL WORK FOR THIS PHASE.

· PERFORM MILLING OPERATIONS FOR THIS PHASE.

· PERFORM HMA CRACK REPAIR.

· INSTALL PAVEMENT REINFORCEMENT GRID.

· INSTALL HMAC SURFACE COURSE FOR RUNWAY AND TAXIWAY OVERLAY.

· REMOVE PAVEMENT AND OTHERS ITEMS FOR THIS PHASE.

· PERFORM EARTHWORK.

· REINSTALL THE STOCKPILED TOPSOIL WITHIN THE PHASING LIMITS.

· INSTALL VEGETATIVE COVER IN ALL DISTURBED AREA DURING THIS PHASE.

· GROOVE PREVIOUSLY PLACED PAVEMENT STARTING WITH PHASE 1 AND ENDING

WITH PHASE 3.

· INSTALL TEMPORARY MARKINGS.

11. GROOVING FOR PREVIOUSLY PLACED PAVEMENT WILL TAKE PLACE DURING THIS

PHASE, ONCE THE 30 DAY CURING PERIOD FOR EACH PHASE HAS ELAPSED. WHEN

WORKING IN THESE AREAS, BARRICADES AND RUNWAY CLOSURE MARKERS

SHALL BE PLACED AS SHOWN ON CORRESPONDING SHEETS.

12. AT THE COMPLETION OF THE ITEMS ABOVE, COORDINATE AS NEEDED WITH THE

AIRPORT MANAGER TO OPEN WORK AREA AND ACCESS ROUTES. FOLLOW STEPS

BELOW:

-CLEAN ALL PAVED SURFACES TO REMOVE FOD, INCLUDING RUNWAY SURFACE

FROM PREVIOUS PHASES.

-REMOVE (IF ANY) LOW PROFILE BARRICADES.

-REMOVE ALL EQUIPMENT, MATERIALS, AND PERSONNEL FROM WORK AREA.

13. COORDINATE WITH THE AIRPORT TO CANCEL ALL NOTAMS THE AIRPORT ISSUED.

14. PAVEMENTS THAT ARE OPEN/CLOSED IN THIS PHASE ARE AS SHOWN IN THE

INCLUDED "PAVEMENT CLOSURE STATUS" TABLE.

15. LIQUIDATED DAMAGES WILL BE ASSESSED IF THE CONTRACT TIME FOR PHASES

1-4 IS EXCEEDED.

PAVEMENT CLOSURE STATUS

DESIGNATION STATUS

RUNWAY 1 CLOSED

RUNWAY 19 CLOSED

RUNWAY 14 OPEN

RUNWAY 32 OPEN

TAXIWAY A CLOSED

TAXIWAY A1 CLOSED

TAXIWAY A2 CLOSED

TAXIWAY A3 OPEN

TAXIWAY A4 OPEN

TAXIWAY B OPEN

TAXIWAY B1 OPEN

TAXIWAY B2 OPEN

TAXIWAY B3 OPEN

TAXIWAY C OPEN

TAXIWAY A2

HMA PAVEMENT

MILL/OVERLAY

BARRICADES LOCATIONS

SHALL BE ADJUSTED IF

REQUESTED BY THE AIRPORT

CONSTRUCTION SCHEDULE

BID SCHEDULE 1 DAYS

BASE BID (RUNWAY- FULL

WIDTH & TAXIWAY C) 59

ADDITIVE ALTERNATE 1A

(GEOGRID- FULL WIDTH) 4

ADDITIVE ALTERNATE 1B

(CONNECTING TAXIWAYS) 8

ADDITIVE ALTERNATE 1C

(CONNECTING TAXIWAYS

GEOGRID)

ADDITIVE ALTERNATE 1D

(ABANDONED TAXIWAY

REMOVAL)

BID SCHEDULE 2 DAYS

BASE BID (RUNWAY- KEEL) 45

ADDITIVE ALTERNATE 2A

(TAXIWAY C) 2

ADDITIVE ALTERNATE 2C

(ABANDONED TAXIWAY

REMOVAL)

DAYS REFLECTED FOR SCHEDULE ARE

BASED ON CALENDAR DAYS

NOTE: UPON PHASE 4 COMPLETION,

CONTRACT TIME WILL BE SUSPENDED UNTIL

THE 30 DAY CURING PERIOD HAS ELAPSED

FOR ALL ASPHALT. AFTER 30 DAYS, PHASE 5

WILL COMMENCE.

PHASE WORK LIMITS COORDINATE TABLE

POINT NO.

NORTHING

10568597.63

10561547.09

10561725.80

10568776.34

EASTING

3264958.03

3263380.76

3262581.91

3264159.18

DESCRIPTION

PHASE 5B WORK LIMITS

PHASE 5B WORK LIMITS

PHASE 5B WORK LIMITS

PHASE 5B WORK LIMITS

TW

Y

C

RWY 1-19

TWY A3

TW

Y

A

TW

Y

A1

TW

Y

A2

TW

Y

A4

TWY B3

TWY A

RWY 14

-32

TWY B

TWY A

TWY B2

TWY B1

Know what's below.

Call before you dig.

WACO REGIONAL AIRPORT

RUNWAY 1-19 REHABILITATION

CITY OF

WACO

T.B.P.E. Registration No. 8053

SHEET OF

DRAWING NO.

JB

JB

CP

TSREVIEWED BY:

DRAFTED BY:

DESIGNED BY:

PROJECT NO. 1-04138

CHECKED BY:

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DATEDESCRIPTIONISSUE

02/10/2026PRELIMINARY DESIGNPD

Regional Airport

04/15/2026FINAL DESIGNFD

N

C E

CHAD E. PENNEL

ILF

O

E

SS

IO

R P

I N

ENS ED

G

AL NE

E R

O

S

T

TA

E

SA

EXTF

91114

5/20/2026

DATE CHAD E. PENNEL

05/20/2026ADDENDUM No. 22

NOTE: PART OF A MULTIPHASE PROJECT

PHASING LEGEND

PHASE CONSTRUCTION

PHASE DEMOLITION

CONTRACTOR'S STAGING AREA

CONSTRUCTION ENTRANCE

COMPLETED WORK

RUNWAY SAFETY AREA

CONTRACTOR'S HAUL ROUTE

TEMPORARY BARRICADES

WORK LIMITS

TEMPORARY INSTALLED

RUNWAY CLOSURE MARKERS

NOTE:

CONTRACTOR SHALL FIELD VERIFY

LOCATIONS AND ELEVATIONS OF ALL

UTILITIES PRIOR TO ANY EXCAVATION

TAKING PLACE.

PHASE 5: GROOVE PHASE 4 RUNWAY PAVEMENT AND APPLY FINAL

PAVEMENT MARKINGS

SEE CONSTRUCTION SCHEDULE TABLE FOR PHASE WORK DAYS

1. LIQUIDATED DAMAGES WILL BE ASSESSED IF THE CONTRACT TIME FOR PHASE 5 IS

EXCEEDED.

2. THIS PHASE REQUIRES RUNWAY AND/OR TAXIWAY CLOSURES.

3. THIS PHASE CAN BE PERFORMED BETWEEN INCOMING COMMERCIAL FLIGHTS PER

THE SCHEDULE ON THIS SHEET.

4. PRIOR TO BEGINNING WORK IN THIS PHASE, THE AIRPORT WILL ISSUE THE

APPROPRIATE NOTAM THAT MEN, MATERIALS, AND MACHINERY WILL BE IN

SPECIFIC CONSTRUCTION AREAS FOR THE DURATION OF THIS PHASE. NO RSA

NOTAMS ARE REQUIRED WHEN OUTSIDE OF THE RUNWAY SAFETY AREA UNLESS

TRANSITIONAL SURFACE IS ENCROACHED.

5. LIGHTED CONES MAY BE USED INSTEAD OF BARRICADES FOR THIS PHASE. THEY

SHALL BE PLACED PROGRESSIVELY AS NEEDED FOR THE AREA OF WORK BASED

UPON LAYOUTS SHOWN IN PHASES 1-4.

6. THE CONTRACTOR SHALL PLACE LIGHTED "X"s AT EACH RUNWAY END OVER THE

RUNWAY DESIGNATION MARKING, OR WHEN REQUIRED BY CONSTRUCTION

ACTIVITY, JUST OFF THE RUNWAY END. SEE DETAIL 1, SHEET G401.

7. WORK ACTIVITIES WITHIN LIMITS OF WORK AREA FOR THIS PHASE INCLUDES:

· GROOVING OF PHASE 4 PAVEMENT.

· INSTALL PERMANENT RUNWAY AND TAXIWAY MARKINGS.

8. AT THE COMPLETION OF THE ITEMS ABOVE, COORDINATE WITH THE AIRPORT

MANAGER TO OPEN WORK AREA AND ACCESS ROUTES. FOLLOW STEPS BELOW:

- CLEAN ALL PAVED SURFACES TO REMOVE FOD.

- REMOVE (IF ANY) LOW PROFILE BARRICADES.

- REMOVE ALL EQUIPMENT, MATERIALS, AND PERSONNEL FROM WORK AREA.

- RETURN LIGHTED X's AND WATER-FILLED BARRICADES TO THE AIRPORT.

9. COORDINATE WITH THE AIRPORT TO CANCEL ALL NOTAMS THE AIRPORT ISSUED.

10. PAVEMENT CLOSURES AND WORK LIMITS WILL CORRESPOND TO CLOSURES IN

PHASE 1-4, DEPENDING UPON THE AREA IN WHICH WORK IS BEING PERFORMED.

G010

PHASING PLAN - PHASE 5

GRAPHIC SCALE IN FEET

300' 600'300'

EXISTING

TERMINAL

BUILDING

RUNWAY 1-19

PERMANENT

MARKINGS (TYP.)

INSTALL PORTABLE

LIGHTED RUNWAY

CLOSURE MARKER

INSTALL PORTABLE

LIGHTED RUNWAY

CLOSURE MARKER

PHASE 5 WORK LIMITS

INSTALL PORTABLE LIGHTED

RUNWAY CLOSURE MARKER AT

BOTH ENDS DURING PHASE 5A

WORK TIME SCHEDULE (FOR

RUNWAY CLOSURE)

SCHEDULE # TIMING

1 5:45am- 10:15am

2 11:45am- 5:00pm

3 6:30pm-11:00pm

4 12:00am-4:30am

NOTES: WORK IN PHASE 1B AREA MUST BE PLACED

DURING SCHEDULE #4 CLOSURE. RUNWAYS 1-19

AND 14-32 MUST BE CLOSED DURING SCHEDULE #4.

ALL OTHER PHASES CAN USE SCHEDULES 1-4 AS

NEEDED TO COMPLETE WORK.

CONSTRUCTION SCHEDULE

BID SCHEDULE 1 DAYS

BASE BID (RUNWAY- FULL

WIDTH & TAXIWAY C) 8

BID SCHEDULE 2 DAYS

BASE BID (RUNWAY- KEEL) 5

DAYS REFLECTED FOR SCHEDULE ARE

BASED ON CALENDAR DAYS

G401

PHASING DETAILS

PORTABLE LIGHTED RUNWAY CLOSURE MARKER NOTES:

1. TWO LIGHTED RUNWAY CLOSURE MARKERS SHALL BE TURNED OVER TO THE AIRPORT UPON PROJECT COMPLETION.

2. THE PORTABLE LIGHTED RUNWAY CLOSURE MARKER (RCM) SHALL MEET THE REQUIREMENTS AND SPECIFICATIONS SET FORTH IN AC 150/5345-55 (LATEST VERSION), SPECIFICATION FOR L-893, LIGHTED VISUAL AID TO INDICATE TEMPORARY RUNWAY CLOSURE. THE REQUIREMENTS OF THIS AC SHALL GOVERN IN THE EVENT OF CONFLICT WITH THE REQUIREMENTS OUTLINED IN THIS DETAIL.

3. THE (RCM) SHALL BE DESIGNED TO FORM A LIGHTED "X" WHICH CONTAINS TWENTY-ONE (21) 90 WATT PAR 38, 10 DEGREE WEATHER PROOF OUTDOOR STANDARD BASE CLEAR LED SPOT BULBS WITH ONE (1) BULB LOCATED IN THE CENTER AND FIVE (5) BULBS LOCATED IN EACH OF THE FOUR (4) LEGS. ALL "X" PANEL BULBS, LIGHTED SOCKETS, WIRING, AND CONNECTIONS MUST BE ENCLOSED IN A WEATHER RESISTANT HOUSING.

4. THE LIGHTED "X" FORMED WHEN OPENED AND OPERATING WILL BE 20'-6" EACH CONTINUOUS LEG AND 14'-6" ON THE PERIPHERAL.

5. THE ANGLE MECHANISM MUST BE CAPABLE OF TILTING 3 DEGREES FROM VERTICAL AND HAVE TRAILER ADJUSTMENTS TO ACCOMMODATE THIS

ANGLE NO MATTER WHAT THE DEGREE OF THE RUNWAY.

6. ILLUMINATION OF THE RCM SHALL BE WORKABLE IN A CONTINUOUS OR FLASHING MODE. THIS MUST BE CONTROLLED BY A SOLID STATE

FLASHER. MECHANICAL FLASHERS ARE NOT ACCEPTABLE.

7. A PHOTO CELL MUST BE USED TO REDUCE THE VOLTAGE TO 75 VOLTS FOR NIGHTTIME OPERATIONS.

8. A RADIO FREQUENCY FILTER SHALL BE INSTALLED WITH AN OPERATION FREQUENCY OF 50 HZ.

9. THE RCM MUST BE ABLE TO WITHSTAND WINDS OF 40 MPH WHILE IN OPERATIONAL MODE.

10. THE CONTRACTOR SHALL PLACE LIGHTED “X” AT EACH END OF THE RUNWAY OVER THE RUNWAY DESIGNATION MARKINGS OR, WHEN REQUIRED

BY CONSTRUCTION ACTIVITY, JUST OFF THE RUNWAY END.

11. RCMs NOT MEETING THE ABOVE REQUIREMENTS CAN BE USED IF THEY MEET THE SPECIFICATIONS SET FORTH IN AC 150/5345-55 (LATEST

VERSION).

PORTABLE LIGHTED RUNWAY CLOSURE MARKER

N.T.S.

MAXIMUM WEIGHT

NO FUEL

MAXIMUM LENGTH

TOWING AND STORAGE POSITION

MAXIMUM WIDTH IN

TOWING AND STORAGE POSITION

MAXIMUM HEIGHT IN

TOWING AND STORAGE POSITION

MAXIMUM WIDTH IN RAISED

OPERATING POSITION

MAXIMUM LENGTH IN

RAISED POSITION

MAXIMUM HEIGHT IN

RAISED OPERATING POSITION

MAXIMUM TONGUE - WEIGHT

EMPTY FUEL TANK

MAXIMUM TONGUE WEIGHT

- FULL FUEL TANK

MAXIMUM TONGUE WEIGHT

-FULL FUEL TANK AND SECOND

UNIT ON REAR HITCH

1854 LBS

127.9 INCHES

101.0 INCHES

76.5 INCHES

188.5 INCHES

187.4 INCHES

206.7 INCHES

234 LBS

318 LBS

245 LBS

NOTES:

1. BARRICADES SHALL BE TURNED OVER TO THE AIRPORT UPON PROJECT COMPLETION.

2. LIGHTED BARRICADES SHALL BE PROVIDED, INSTALLED, AND MAINTAINED BY CONTRACTOR.

3. BARRICADE LIGHTING SHALL BE SPACED NOT TO EXCEED 12' ON CENTER AND SPACING

BETWEEN BARRICADES NOT EXCEEDING 4'.

4. BARRICADES SHALL BE REQUIRED AROUND ALL EXCAVATIONS WHICH EXCEED 3" IN DEPTH

BELOW ADJACENT PAVEMENT AND IN LOCATIONS SHOWN.

5. CONTRACTOR SHALL CHECK LAYOUT AND LIGHTS EACH DAY TO ENSURE BARRICADES ARE

FUNCTIONING CORRECTLY.

6. OTHER METHODS FOR PROVIDING PAVEMENT BARRICADES MAY BE ACCEPTABLE, IF

APPROVED BY ENGINEER. ALTERNATE METHODS SHALL BE SUBMITTED TO THE ENGINEER

FOR APPROVAL PRIOR TO USE.

7. WHEN PLACED ALONG ARFF EMERGENCY ACCESS ROUTE, ONE 12' OPENING SHALL BE LEFT

BETWEEN BARRICADES NEAR EDGE OF PAVEMENT.

8. WHEN LIGHTED CONES ARE ALLOWED, THEY SHALL BE PLACED EVERY 10'.

±8'

FLASHING RED LIGHT

(DUSK TO DAWN

OPERATION)

6" ORANGE & WHITE

REFLECTIVE STRIPES

TEMPORARY WATER FILLED

LOW-PROFILE BARRICADE

N.T.S.

500'

R U

N W

AY

C

L

STOCKPILE

TRANSITIONAL SURFACE

PRIMARY SURFACE

LEVEL

CONTRACTOR SHALL PLACE NO

STOCKPILED MATERIAL OR PARKED

EQUIPMENT WHICH PENETRATES THE

PRIMARY SURFACE OR TRANSITIONAL

SURFACE FOR EITHER RUNWAY.

PART 77 PRIMARY AND

TRANSITIONAL SURFACES (X-SEC.)

N.T.S.

RED BARRICADE

LIGHT DETAIL

N.T.S.

ALLEN HEAD SOCKET

CAP SCREW TO HOLD

BATTERY IN PLACE

SELF POWERED RED

LENS STANDARD 3-WAY

6-VOLT BARRICADE

LIGHT (PER UNIT)7" FULL SWIVEL HEAD

BATTERY CASE

MOUNTING TO

APPROVED BY

THE RPR

M O

U N

TI

N

G P

LA

TE

NOTES:

1. LIGHTS SHALL BE FLASHING RED FROM DUSK TO DAWN OPERATION.

VEHICLE FLAG DETAIL

N.T.S.

3'

3'

AVIATIO…