TYMX216904 Revised Phasing Plan_11092021.pdf

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Stoppage Repair West Runway Friction Improvement - 100% WOSB
Solicitation number
FA301622R0002
Issued by

About this file

This document outlines a construction phasing plan for runway friction improvement work at Joint Base San Antonio-Randolph in Texas. The project includes diamond grinding and grading of the west runway to improve friction, conducted in multiple phases with the airfield closed. Phase 1 involves barricading the work areas, Phase 2 includes diamond grinding a 1,000 foot section of concrete and friction testing, and Phase 3 will grade drainage areas while joint seals are replaced if needed. The plan specifies equipment height limits, haul routes, storage locations, coordination with airfield management, and other logistical and safety details.

The related federal contract opportunity is a solicitation from the 502nd Contracting Squadron at JBSA-Randolph to award a 120-day contract between $1,000,000 to $5,000,000 for stoppage repair of the west runway friction improvement project. The solicitation is set aside for women-owned small businesses and notes that funds are not presently available and no award will be made until funding is received.

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Solicitation Amendment FA301622R00020003 SF 30.pdf PDF
TYMX216904 - REVISED SOW and SPECS 21-1117.pdf PDF
Solicitation Amendment FA301622R00020002 SF 30.pdf PDF
23. REVISED SUBMITTAL REGISTER (MarkUp)_11042021.pdf PDF
19. Pavement Detail - 2019 Pavement Evaluation MarkUp.pdf PDF
16. Q&A-West Runway Friction Improvement_11042021.pdf PDF
18. Revised Grinding Map Exhibit_11042021.pdf PDF
21. Electrical Distribution RND.pdf PDF
22. Storm Drain Map RND.pdf PDF
17. TYMX216904 - REVISED SOW and SPECS 21-1104.pdf PDF
Solicitation Amendment FA301622R00020001 SF 30.pdf PDF
20. Boring Detail - 2019 Pavement Evaluation.pdf PDF
5. Grinding and Markings Exhibit.pdf PDF
3. UFC Guidance Temp Displaced Threshold Markings.pdf PDF
1. SOW_10142021.pdf PDF
9. Wage Determination_TX20210007_ 01012021.pdf PDF
13. Contractor Responsibility Questionnaire.docx DOCX document
4. Grading Exhibit.pdf PDF
12. Financial Information Questionnaire.docx DOCX document
7. LBP Inventory Report_09222021.pdf PDF
14. Base Access Request Form.pdf PDF
10. Sample-Cost Estimate Breakdown.xls XLS spreadsheet
2. Phasing Plan.pdf PDF
11. Sample Progress Schedule.xlsx XLSX spreadsheet
15. Location Map (Bldg. 8).pdf PDF
Solicitation - FA301622R0002.pdf PDF
8. RFI Template.xlsx XLSX spreadsheet
6. Submittal Register.pdf PDF
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Text version

15R

Work Area: West Runway

= haul route to/from south gate and work site

C-TYMX-21-07 Temp Construction Waiver (TCW) West Rwy Friction & Grading Project Phasing Plan

Current as of: 9 Nov 2021

Runway 15L/33R

N S

E

W

Commercial Gate

33L

Temp storage for bulk materials removed from afld and large grading equip.

Work AreaClosed Safety Area

2400 ft

G2G1 G3 G4 G5 G6

4951 ft of VFR usable rwy (ILS to both Rwys & 33L PAPIs unusable) 1000 ft

C-TYMX-21-07 - Phase 1a

- Setting up lighted low profiled barricades around work site on 33L end

- Turning off threshold lights, cover Rwy Edge lights in closed and safety area, cover Twy G5/6

Edge lights, turn off 33L PAPIs, and cover Temp incorrect Distance Remaining Markers

- Placement of low profiled barricades must be done when afld is closed, on the weekend before grinding is to start

- Barricades spaced no more than 40 ft apart around work area

- CE/PM & Afld Management must approve barricade placement & light covering method

= Laydown/storage area = Haul Route to/from work area (maintained FOD free) = Lighted low profile barricades

N

S

E

W

15R Threshold lights off, turn off 15R PAPI, cover rwy edge lights in closed and safety areas, cover Twy G1 edge lights, and cover the Distance Remaining Markers in the closed and safety areas.

Temp storage for bulk

Closed Safety Area = Can’t be used as RWY

- acft can taxi through area to/from G4

V V

V V

V

V V VV

G4

Work Area – surrounded by lighted low profile barricades spaced not more than 40 ft apart

<<< Usable Rwy

<<< Usable Rwy

V

1000 ft

C-TYMX-21-07 - Phase 1b

– Setting up/painting Displaced Threshold on 33L end

Displaced Threshold Markings must be painted IAW UFC 3-260-04 & AFI 32-1042

- Paint 10 ft wide, retroreflective white displaced threshold bar

- Paint retroreflective Yellow arrowhead chevrons on ends of centerline stripes

- Paint 5 retroreflective Yellow arrowheads along unusable side of displaced threshold bar

- All painting of Displaced Threshold must be done when afld is closed, on the weekend before grinding is to start

- All painting must be laid out and pre-approved by CE/PM & AFM before actual painting

N

S

E

W

Work Area – surrounded by lighted low profile barricades spaced not more than 40 ft apart

G5 Closed

G6G4

33L Threshold lights off and rwy edge lights in closed and safety area turned off/covered, 33L PAPIs unusable <<< Usable

Rwy

Usable Rwy

1000 ft 2400 ft of concrete to have diamond grinding

C-TYMX-21-07 - Phase 1c

- Diamond Grinding of Concrete portion of 33L

- Approx. 150ft wide X 2400ft long

- Diamond Grinding work will be done while the airfield is closed (1800-0630L & Weekends)

- 1000 ft safety area between work area and usable portion of rwy

Note:

- if diamond grinding damages a slab, it will be removed/replaced as part of 1c work

- if diamond grinding damages joint seal, it will be replaced as part of 1c work if time permits, but may be delayed until after the April Airshow and done in Phase 3; rwy must be FOD free for Airshow

- if diamond grinding causes spalls, severity will drive if they must be repaired in 1c phase or can be delayed until phase 3

Diamond Grinding equip max height 12’

N

S

E

W

Closed Safety Area = Can’t be used as RWY

- you can taxi through area to/from G4

Work AreaClosed Safety Area

2400 ft

G2G1 G3 G4 G5 G6

4951 ft of VFR usable rwy (ILS to both Rwys & 33L PAPIs unusable in IFR conditions)

Turn on 33L Threshold lights, uncover rwy edge lights in closed and safety area and Twy G5, turn on 33L PAPIs

1000 ft

= Laydown/storage area = Haul Route to/from work area = Lighted low profile barricades

C-TYMX-21-07 - Phase 1d

- Friction Test of Diamond Grinding work area

- After all Diamond Grinding work is done, the pavement will be Friction Tested & all markings repainted

- To determine if friction is above 45 friction value minimum

- If it’s above 45, demobilize out of area (must be done when aflf is closed)

- Includes removing Displaced Threshold markings, low profile barricades and uncovering lights, etc.

N

S

E

W Temp storage for bulk

Work Area Closed Safety Area

1000 ft 1000 ft 6331 ft of VFR usable rwy (ILS to both rwys & 15R PAPIs unusable in IFR conditions)

G1 G2 G3 G4 G5 G6

C-TYMX-21-07 - Phase 2a

- Setting up lighted low profiled barricades around work site on 15R end

- Turning off threshold lights, cover Rwy Edge lights in closed and safety area, cover Twy G1

Edge lights, turn off 15R PAPIs, and cover Temp Incorrect Remaining Markers

- Placement of low profiled barricades must be done when afld is closed, on the weekend before grinding is to start

- Barricades spaced no more than 40 ft apart around work area

- CE/PM & Afld Management must approve barricade placement & light covering method

15R Threshold lights off, turn off 15R PAPI, cover rwy edge lights in closed and safety areas, cover Twy G1 edge lights, and cover the Distance Remaining Markers in the closed and safety areas.

= Laydown/storage area = Haul Route to/from work area

- maintained FOD free = Lighted low profile barricades

N

S

E

W Temp storage for bulk

VVV V

V

V V

V

Closed Safety Area = Can’t be used as RWY

- acft can taxi through area to/from G2

Displaced Threshold Markings must be painted IAW UFC 3-260-04

- Paint 10 ft wide, retroreflective white displaced threshold bar

- Paint retroreflective Yellow arrowhead chevrons on ends of centerline stripes

- Paint 5 retroreflective Yellow arrowheads along unusable side of displaced threshold bar

- All painting of Displaced Threshold must be done when afld is closed, on the weekend before grinding is to start

- All painting must be laid out and pre-approved by CE/PM & AFM before actual painting

VVV

G2

Work Area – surrounded by lighted low profile barricades spaced not more than 40 ft apart

15R Threshold lights off and rwy edge lights in closed and safety area turned off/covered Usable Rwy >>>

Usable Rwy >>>

1000 ft

C-TYMX-21-07 - Phase 2b

– Setting up/painting Displaced Threshold on 15R end

N

S

Diamond Grinding Work Area 15R end Closed Safety Area = Can’t be used as RWY

- acft can taxi through area to/from G2

G2G1 Closed

>>> Usable Rwy >>>

>>> Usable Rwy >>>

1000 ft1000 ft long X 150 ft wide concrete portion

C-TYMX-21-07 - Phase 2c

- Diamond Grinding of Concrete portion of 15R

- Approx. 150ft wide X 1000ft long

- Diamond Grinding work will be done when afld is closed (1800-0630) M-F & weekends

- 1000 ft safety area between work area and flt ops/usable portion of rwy

Note:

- if diamond grinding damages a slab, it will be removed/replaced as part of 2c work

- if diamond grinding damages joint seal, it will be replaced as part of 2c work if time permits, but may be delayed until after the April Airshow and done in Phase 3; rwy must be FOD free for airshow

- if diamond grinding causes spalls, severity will drive if they must be repaired in 2c phase or can be delayed until phase 3 Diamond Grinding equip max height 12’ unless otherwise approved by AFM & CE/PM

N

S

Work Area Closed Safety Area

1000 ft 1000 ft 6331 ft of VFR usable rwy (ILS to both rwys & 15R PAPIs unusable in IFR conditions)

G1 G2 G3 G4 G5 G6

C-TYMX-21-07 - Phase 2d

- Friction Test of Diamond Grinding work area

- After all Diamond Grinding work is done, the pavement will be Friction Tested & all markings repainted

- To determine if friction is above 45 friction value minimum

- If it’s above 45, demobilize out of area (must be done when afld is closed)

- Includes removing Displaced Threshold markings, low profile barricades and uncovering lights, etc.

15R Threshold lights on and uncover rwy edge lights in closed and safety area and Twy G1, turn 15R PAPIs on

= Laydown/storage area = Haul Route to/from work area

- maintained FOD free N

S

E

W Temp storage for bulk

N

S

E

W = 100 ft wide, sloping down/away from rwy pavement edge

- also grade so water flows south, then east to inlet = 85 ft wide, sloping down/away from rwy pavement edge = starts 85 ft wide, sloping down/away from rwy pavement edge

- ends up 265 ft wide at south end drain = grade down/away from Twy Edge out to bottom of swell = drainage inlet = haul routes must be maintained FOD free at all times

Note 1: all graded areas will be hydro-seeded and watered to prevent erosion/re-establish grass Note 2: all work must be done when the afld is closed (nights/weekends/etc.); all personnel & equip. removed from afld at least 1 hour prior to scheduled afld opening

- can be done concurrently with phases 1 & 2; joint seal replacement/spall repairs can also be done in 3

C-TYMX-21-07 - Phase 3

- Grading on east and west sides of Rwy

= Laydown/storage area = Haul Route to/from work area

Examples of low profiled lighted barricades

C-TYMX-21-07 TCW

West Rwy Friction & Grading

Grading

• Grading

– 1.5” drop off at edge of pavement +/- 1/2”

– Total width of Paved & Unpaved Shoulders 200 ft

• Markings IAW UFC 3-260-04

C-TYMX-21-07 Temp Const. Waiver General Notes

• A FOD check shall be done on every vehicle prior to entering the airfield gate and prior to entering a paved surface from an unpaved surface

– Contractor must maintain paved areas outside of the low profile barricade line FOD free at all times

– Contractor must maintain airfield haul routes FOD free at all times

• The lay down/storage area as shown on the diagram.

– Contractor is responsible for escorting supporting vehicles (concrete trucks, dump trucks, etc) on/off the airfield

– Bulk temp storage of removed materials & large grading equipment is adjacent to west perimeter road

• All work shall be coordinated with Airfield Management to minimize impact to flying mission

– All Phases must be done when airfield is closed (1800-0630L M-F and most weekends; we normally fly 1 Saturday per month)

– Generally, each Phase must be completed before starting next phase unless approved otherwise by CE/PM & AFM

• Includes repainting markings removed during grinding

• Phase 3 will be done concurrently with Phase 1 & 2

• Joint seal damaged during grinding must be cleaned up, the replacement can be delayed until Phase 3.

• Spalls caused during grinding, may have to be repaired during that phase or may delayed until Phase 3 (AFM & CE/PM jointly make the call)

• All equipment used for diamond grinding will be equal to or less than 12 feet in height, unless otherwise approved by AFM & CE/PM

• Equip. used for grading limited to 25 feet in height unless otherwise approved (only used when afld is closed, stored off the airfield near west perimeter Rd)

• Any changes to the phasing plan must be approved by CE/PM and Airfield Manager

• Any vehicle operators who must drive on the airfield must coord for airfield drivers/controlled area training with Airfield Management.

– Drivers are only allowed in areas depicted on phasing plan diagrams and are not authorized on any other portions of the airfield.

– Only vehicles required for actual work are allowed on the airfield and limited to work site as shown on Phasing Plan. Workers personnel vehicles must be parked off the airfield.

– Contractor is responsible for escorting supporting vehicles (concrete trucks, dump trucks, etc) on/off the airfield.

• Contractors must check in/out with Afld Mgt, just before the flying day ends; AM will not release contractors to enter the airfield until the airfield has officially closed to prevent accidental Controlled Movement Area Violations. Contractors must check in/out with security forces/ECC (210-652-5700) when the airfield is closed (nights, weekends and holidays).

• Trenches, open holes, excavations, etc. > 3” deep must be marked/lighted with low profile barricades IAW UFC 3-260-04 and spaced no more than 40 ft apart.

• Construction Phasing Plan and Operational Safety on Airfields During Construction IAW UFC 3-260-01, Section 14, must be reviewed and applicable paragraphs addressed/ followed during all phases of the project.

File details come from the government source that posted it. Updated .