2. Phasing Plan.pdf

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Stoppage Repair West Runway Friction Improvement - 100% WOSB
Solicitation number
FA301622R0002
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About this file

This document contains a phasing plan and solicitation for a runway friction improvement project. The phasing plan details the four phases to complete diamond grinding and friction testing on the west runway at Joint Base San Antonio-Randolph in Texas. Phase 1 involves setting up barricades and displaced threshold markings, then diamond grinding approximately 1,000 feet of runway. Phase 2 repeats this process for the east end of the runway. Phase 3 conducts friction testing, and Phase 4 removes barricades and markings upon confirming friction meets standards. The related solicitation seeks bids for the runway friction improvement project with a 120-day period of performance and estimated value between $1,000,000 to $5,000,000 as a 100% woman-owned small business set-aside awarded by the Air Force. Funds are presently unavailable and the solicitation may be cancelled before or after the closing date.

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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: 26 May 2021

Runway 15L/33R

N S

E

W

Commercial Gate

33L

Work Area Closed Safety Area

1000 ft 1000 ft 500 ft Extra

5851 ft of VFR usable rwy (ILS to both rwys & 15R PAPIs unusable)

G1 G2 G3 G4 G5 G6

C-TYMX-21-07 - Phase 1a

- 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 Distance Remaining Markers in work area and safety area

- 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

VV V VV 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 >>>

1500 ft (min is 1000 ft)

C-TYMX-21-07 - Phase 1b

– 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 >>>

1500 ft1000 ft long X 150 ft wide concrete portion

C-TYMX-21-07 - Phase 1c

- Diamond Grinding of Concrete portion of 15R

- Approx. 150ft wide X 1000ft long

- Diamond Grinding work will be done while T-6 flt operations are on-going on open portion of usable rwy

- 1500 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 1c work

- if diamond grinding damages joint seal, it will be replaced as part of 1c work

Diamond Grinding equip max height 12’ + 10’ buffer = 22’, 22’x50 = 1,100’ + 200’ = min 1300’ safety area

N

S

Work Area Closed Safety Area

1000 ft 1000 ft 500 ft Extra

5851 ft of VFR usable rwy (ILS to both rwys & 15R PAPIs unusable)

G1 G2 G3 G4 G5 G6

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

- 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

Work AreaClosed Safety Area

2400 ft300 ft extra

G2G1 G3 G4 G5 G6

4651 ft of VFR usable rwy (ILS to both Rwys & 33L PAPIs unusable) 1000 ft

C-TYMX-21-07 - Phase 2a

- 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 G1

Edge lights, turn off 15R PAPIs, and cover Distance Remaining Markers in work area and safety area

- 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.

Closed Safety Area = Can’t be used as RWY

- acft can taxi through area to/from G4

V

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

VVV

1300 ft (1000 ft min required by UFC)

C-TYMX-21-07 - Phase 2b

– 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

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

1300 ft 2400 ft of concrete to have diamond grinding

C-TYMX-21-07 - Phase 2c

- Diamond Grinding of Concrete portion of 33L

- Approx. 150ft wide X 2400ft long

- Diamond Grinding work will be done while T-6 flt operations are on-going on open portion of usable rwy

- 1300 ft safety area between work area and flt ops on 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

Diamond Grinding equip max height 12’ + 10’ buffer = 22’, 22’x50 = 1,100’ + 200’ = min 1300’ safety area

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 ft300 ft extra

G2G1 G3 G4 G5 G6

4651 ft of VFR usable rwy (ILS to both Rwys & 33L PAPIs unusable)

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 2d

- Friction Test of Diamond Grinding work area

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

- 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

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 Phase 3 work must be done when the airfield is closed (nights/ weekends, holidays, etc.); all personnel & equip. removed from afld at least 1 hour prior to scheduled airfield opening

- will be done concurrently with phases 1 & 2

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

Examples of UFC Grading

• UFC 3-260-01 Rwy Transverse Grade of Unpaved shoulder

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

– Total width of Paved & Unpaved Shoulders 200 ft

– Transverse grades 2% min. … 4 % max. down/away from Rwy/Twy

• 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

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

– Phase 3 Must be done when airfield is closed (nights, most holidays and weekends)

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

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

• All equipment used for diamond grinding will be equal to or less than 12 feet in height

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

• 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 .