22-0022 Maint Airfield Pavements Rubber Removal-Dwgs.pdf

PDF 2 MB Posted Feb 17, 2022

Attached to: FY22 Runway Rubber Removal Federal contract opportunity
Solicitation number: FA4661-22-Q-0003
Issued by: Department of the Air Force Global Strike Command

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Other files attached to FY22 Runway Rubber Removal, newest first.
File	Type	Posted
Ktr Questions and Answers.docx	DOCX document	Mar 7, 2022
Solicitation Amendment FA466122Q00030001 SF 30.pdf	PDF	Feb 25, 2022
Solicitation Amendment - FA466122Q00030001.pdf	PDF	Feb 25, 2022
Solicitation Amendment - FA466122Q00030001.pdf	PDF	Feb 25, 2022
Solicitation Amendment FA466122Q00030001 SF 30.pdf	PDF	Feb 25, 2022
22-0022 Maint Airfield Pavements Rubber Removal-Specs.pdf	PDF	Feb 17, 2022
22-0022 - Tech Factors.pdf	PDF	Feb 17, 2022
Solicitation - FA466122Q0003.pdf	PDF	Feb 17, 2022
22-0022 Maintain Airfield Pavements Rubber Removal-SoW.pdf	PDF	Feb 17, 2022

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CONCRETE

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AMERICAN WATER WORKS ASSOCIATION

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AMERICAN STY FOR TESTING AND MAT.

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BUILDING

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AIRFIELD

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SPECIFICATION, SPECIFICATIONS

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ELEVATION

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DIAMETER

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MAIN GATE

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HAUL ROAD ROUTE

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NORTH

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ON CENTER, ON CENTERS

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FNWZ 22-0022

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DETAIL

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SECTION

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PROJECT TITLE

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%%UGENERAL NOTES

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DYESS AFB

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MAINTAIN AIRFIELD PAVEMENTS RUBBER REMOVAL RW/LZ

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CENTER LINE

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RUNWAY 16/34

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LZ 16/34A

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PORTLAND CEMENT CONCRETE

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COVER SHEET

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RWY 16/34 PARTIAL PLAN (NORTH)

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SHEET

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AutoCAD SHX Text CONTRACTOR MAY CONTACT ONLY THE BASE CONTRACTING OFFICE - 7 CONS/LGCA, DYESS AFB, TX 79607-1581;

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(325) 696-3685 FOR ANY AND ALL INFORMATION WITH REGARDS TO THIS TASK ORDER.

AutoCAD SHX Text ALL WORK IS NEW UNLESS OTHERWISE INDICATED TO BE "EXISTING" OR "REUSED" OR "RELOCATED".

AutoCAD SHX Text CONTRACTOR SHALL OBTAIN A COMPLETED AF FORM 103 "WORK CLEARANCE REQUEST" FROM THE CONTRACTING OFFICER

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PRIOR TO PERFORMANCE OF ON-SITE WORK.

AutoCAD SHX Text EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERFY EXACT LOCATIONS

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PRIOR TO EXCAVATION OR TRENCHING.

AutoCAD SHX Text CONTRACTOR SHALL HAND DIG WITHIN 5 FEET EITHER SIDE OF UTILITY CROSSINGS UNTIL THE UTILITY IS PHYSICALLY

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EXPOSED PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING.

AutoCAD SHX Text CONTRACTOR IS HIGHLY ENCOURAGED TO PERFORM A SITE VISIT TO THOROUHGLY FAMILIARIZE THEMSELVES WITH

AutoCAD SHX Text ANY AND ALL EXISTING SITE AND PROJECT LOCATION CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS

AutoCAD SHX Text TASK ORDER. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD

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BE MADE KNOWN BY ATTENDING A SITE VISIT.

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FNWZ 22-0022

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MAINTAIN AIRFIELD

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PAVEMENTS RUBBER

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REMOVAL RW/LZ

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J. FORD

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J. FORD

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J. FORD

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JAN 2022

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RWY 16/34 PARTIAL PLAN (SOUTH)

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RWY 164/344 PARTIAL PLANS

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FOR APRON CONSTRUCTION

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DETAILS REFER:

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CAUTION!!! THERE ARE

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NUMEROUS PRESSURIZED

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FUEL (JP-8) LINES UNDER

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THE B1-B RAMP (NOT

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SHOWN FOR CLARITY).

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VERIFY LOCATION PRIOR

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TO DIGGING.

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TAXIWAY "A"

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WATER UG

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SOUTH WARMUP APRON

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(SOUTH HAMMERHEAD)

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TAXIWAY "F"

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SOUTH OVERRUN

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ELEC UG

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ACTIVE RUNWAY 16/34)

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HOT CARGO PAD

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& HELICOPTER PAD

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C-130 RAMP

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NORTH WARMUP APRON

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NORTH OVERRUN

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TAXIWAY "B"

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TAXIWAY "H

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RUNWAY 162/342 (JACKRABBIT, DIRT STRIP)

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TAXIWAY "J"

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RUNWAY 163/343 (TYE LZ, ASPHALT STRIP)

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B1-B RAMP

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FIRE DEPARTMENT

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TAXIWAY "A"

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COM UG

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ALERT

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AREA

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TAXIWAY "A"

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FOR RUNWAY 162/342 CONSTRUCTION

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DETAILS REFER:

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DYESS AFB PROPERTY LINE

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PLAN - AIRFIELD @ DYESS AFB, TX

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SCALE: NOT TO SCALE

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ELEC UG

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JP-8 UG

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WATER, JP-8 & ELECT

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WATER, JP-8 & ELECT UG

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TAXIWAY (UNNAMED)

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%%USEQUENCE

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TWY B

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20 EST 05+00

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160 EST 40+00

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HAMMERHEAD

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RUBBER REMOVAL AREA

AutoCAD SHX Text SCOPE OF WORK: 1. THE WORK COVERED BY THIS PROJECT CONSISTS OF THE CONTRACTOR FURNISHING ALL LAYOUT, SURVEY, PLANT, LABOR, SUPERVISION, QUALITY CONTROL, MATERIALS, EQUIPMENT, MACHINES, TOOLS AND INCIDENTALS AND PERFORMING ALL OPERATION IN CONNECTION WITH RUBBER REMOVAL AND PAINTING AIRFIELD MARKINGS AT RUNWAY 16/34 (MAIN RUNWAY) AND RUNWAY 164/344 (TYE LZ) AT DYESS AFB, TEXAS COMPLETE AND IN STRICT ACCORDANCE WITH THIS CONTRACT. NOTE THE SCOPE OF WORK CAN ONLY BE DONE DURING WEEKENDS CONTRACTOR SHALL COORDINATE A WORK NOTE THE SCOPE OF WORK CAN ONLY BE DONE DURING WEEKENDS CONTRACTOR SHALL COORDINATE A WORK PLAN WITH THE AIRFIELD MANAGER AND CE AND GET IT APPROVED BY THE CONTRACTING OFFICER PRIOR TO START ANY WORK. 2. PERFORM TWO RUBBER REMOVALS WITHIN INDICATED AREAS AT RUNWAY 16/34 (MAIN RUNWAY). ONE RUBBER REMOVAL SHALL BE PERFORMED IMMEDIATELY AFTER CONTRACT IS AWARDED. SECOND REMOVAL SHALL BE PERFORMED 6 MONTHS AFTER THE FIRST REMOVAL IS COMPLETE; PROPOSED DATES SHALL BE COORDINATED WITH AIRFIELD MANAGER, CE AND CONTRACTING OFFICER BUT IT SHALL OCCUR BEFORE SEPTEMBER 30, 2022. REFER TO SHEETS C1-C3 FOR REMOVAL AREAS. 3. PERFORM RUBBER REMOVAL WITHIN INDICATED AREAS AT RUNWAY 164/344 (TYE LZ). REFER TO SHEET "C2" FOR REMOVAL AREAS. 4. REPAINT RUNWAY 16/34 CENTER LINES WITHIN THE RUBBER REMOVAL AREAS AND RUNWAY DESIGNATION NUMBERS, AND TOUCHDOWN BARS AT RUNWAY 164/344 AS INDICATED IN SHEETS "C1" THROUGH "C3".

AutoCAD SHX Text PHASE 1- NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ABOVE. 2. REPAINT EXISTING CENTERLINE MARKINGS CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET WITH 80-FEET SPACES. 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE . REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REPAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON SHEET C2. PHASE 2 - NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ABOVE. 2. REPAINT EXISTING CENTERLINE MARKINGS WITHIN RUBBER REMOVAL AREA, CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET WITH 80 FEET SPACES. 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REPAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON SHEET C2.

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SLAB ROWS COUNTER (STARTING FROM NORTH END)

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RUNWAY 16/34 PARTIAL PLAN - NORTH END

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RUNWAY 16/34 PARTIAL PLAN (CONT.)

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AutoCAD SHX Text AIRFIELD WORKING CONDITIONS: 1. THE WORK AREA IS LOCATED IN THE AIRFIELD AT DYESS AFB TO INCLUDE THE MAIN RUNWAY (RUNWAY 16/34) AND THE ASPHALT LANDING ZONE (RUNWAY 164/344). THE AIRFIELD WILL REMAIN ACTIVE THROUGHOUT THE AIRFIELD WILL REMAIN ACTIVE THROUGHOUT THE DURATION OF THIS TASK ORDER. CONTRACTOR SHALL PREPARE A WORK PLAN AND SCHEDULE ALL INDICATED CONTRACTOR SHALL PREPARE A WORK PLAN AND SCHEDULE ALL INDICATED WORK PURSUANT TO ALL WORKING CONDITIONS. ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ALL REQUIRED WORK EFFORTS ON OR WITHIN 100-FEET OF THE ACTIVE RUNWAY SHALL BE ACCOMPLISHED ONLY ON WEEKENDS FROM 1800 HOURS FRIDAY UNTIL 0600 HOURS ON THE FOLLOWING MONDAY PER CONTRACTOR'S APPROVED WORK PLAN. 2. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND THE AIRFIELD MANAGER 30 DAYS IN ADVANCE PRIOR TO COMMENCING ANY WORK TO DETERMINE WEEKEND AVAILABILITY AND AIRCRAFT OPERATIONS TO GAIN ACCESS TO THE WORK SITES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL PRECAUTIONARY MEASURES AS NEEDED TO PROTECT ALL EXISTING IMPROVEMENTS, WHICH ARE NOT CALLED FOR IN THE CONTRACT DOCUMENTS TO BE REPLACED, REMOVED OR OTHERWISE ALTERED, FROM DAMAGE. DAMAGE TO ANY EXISTING FACILITY THAT IS THE FAULT OF THE CONTRACTOR SHALL BE REPAIRED OR THE FACILITY SHALL BE REPLACED IMMEDIATELY AS NEEDED TO RESTORE THE DAMAGED FACILITY TO ITS ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE GOVERNMENT.

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FNWZ 22-0022

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MAINTAIN AIRFIELD

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PAVEMENTS RUBBER

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REMOVAL RW/LZ

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J. FORD

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J. FORD

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J. FORD

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JAN 2022

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RWY 16/34 PARTIAL PLAN (NORTH)

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410 EST 102+50

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TWY F

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520 EST 130+00

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RUNWAY 16/34 PARTIAL PLAN - SOUTH (CONT.)

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MAINTAIN AIRFIELD

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J. FORD

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AutoCAD SHX Text PHASE 1- NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ON SHEET C1. 2. REPAINT EXISTING CENTERLINE MARKINGS CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET LONG WITH 80 FEET SPACES. 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE . REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REPAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON THIS SHEET. PHASE 2 - NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ON SHEET C1. 2. REPAINT EXISTING CENTERLINE MARKINGS WITHIN RUBBER REMOVAL AREA, CONSISTING OF TYPE 1 REFLECTIVE WHITE STRIPES 3-FEET WIDE BY 120-FEET LONG SPACED 200-FEET ON CENTER. . 3. REPAINT EXISTING LEADING LINE CONSISTING OF 6-INCH WIDE TYPE 1 REFLECTIVE YELLOW LINE AND TWO 6-INCH WIDE NON-REFLECTIVE BLACK LINES ON EACH SIDE. LIMIT OF REPAINTING IS AT HOLD LINE. 4. REPAINT RUNWAY DESIGNATION NUMBER CONSISTING OF TYPE 1 WHITE NUMBERS. REFER TO RUNWAY DESIGNATION MARKINGS DETAILS ON THIS SHEET.

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RUBBER REMOVAL AREA

AutoCAD SHX Text PHASE 1 - NOTES INDICATED BY : 1. REMOVE RUBBER WITHIN THE INDICATED AREA USING WATER BLAST METHOD. REFER TO PHASING REQUIREMENTS NOTES ON SHEET C1. 2 THROUGH 4. N/A 5. REPAINT EXISTING THRESHOLD MARKINGS CONSISTING OF A 4-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. . REPAINT EXISTING THRESHOLD MARKINGS CONSISTING OF A 4-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. REPAINT EXISTING THRESHOLD MARKINGS CONSISTING OF A 4-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. 6. REPAINT EXISTING TOUCHDOWN BOX MARKINGS CONSISTING OF A 3-FEET WIDE BY 60-FEET LONG NON-REFLECTIVE WHITE BARS. PHASE 2 - NOTES INDICATED BY : NO WORK IN THIS SHEET FOR THIS PHASE.

AutoCAD SHX Text

SLAB ROWS COUNTER (STARTING FROM NORTH END)

AutoCAD SHX Text

FNWZ 22-0022

AutoCAD SHX Text

MAINTAIN AIRFIELD

AutoCAD SHX Text

PAVEMENTS RUBBER

AutoCAD SHX Text

REMOVAL RW/LZ

AutoCAD SHX Text

J. FORD

AutoCAD SHX Text

J. FORD

AutoCAD SHX Text

J. FORD

AutoCAD SHX Text

JAN 2022

AutoCAD SHX Text C3

AutoCAD SHX Text

RWY 164/344 PARTIAL PLAN

AutoCAD SHX Text EXISTING CONCRETE SLAB JOINTS (25'x25' GRID EXCEPT AT TWY "C" & "E" WHICH IS 18.75'x18.75')

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

RUNWAY 164/344 (TYE LZ) PARTIAL PLAN - NORTH END

AutoCAD SHX Text B

AutoCAD SHX Text C3

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

RUNWAY 164/344 (TYE LZ) PARTIAL PLAN - SOUTH END

AutoCAD SHX Text A

AutoCAD SHX Text C3

AutoCAD SHX Text

TAXIWAY "J"

AutoCAD SHX Text

TAXIWAY "H"

AutoCAD SHX Text

22-0022 Maint_Rubber_removal-CO.pdf

Sheets and Views

Layout1

22-0022 Maint Rwy-LZ Rubber Removal-C1.pdf

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22-0022 Maint Rwy-LZ Rubber Removal-C2.pdf

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22-0022 Maint Rwy-LZ Rubber Removal-C3.pdf

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File details come from the government source that posted it. Updated Feb 17, 2022.