01-Drawings JBC Final.pdf

PDF 31 MB Posted May 7, 2026

Attached to: Repair Intersection Runway 03-21 & 15-33
Solicitation number: FA441826R0012
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · May 7, 2026

This is a comprehensive set of construction drawings and technical specifications for a runway repair project at Joint Base Charleston-Air Base. The project involves the repair and reconstruction of the intersection of Runway 03-21 and Runway 15-33, requiring removal and replacement of 136 concrete pavement panels measuring 25 feet by 25 feet by 24 inches deep, along with associated asphaltic concrete shoulder work, runway lighting installation, pavement grinding and grooving, and airfield markings. All work must be completed during nightly runway closures (Thursday through Monday, 2300-0700 hours) to maintain daily flight operations, with the contractor required to achieve concrete strength sufficient for aircraft traffic within 3-4 hours of placement using fast-setting concrete and volumetric mixing equipment capable of placing minimum 50 cubic yards per night. The project is organized into nine phases including a test section demonstration phase, three panel replacement work areas, asphalt shoulder paving, grinding, joint sealing, grooving, and final markings, with total project duration not to exceed specified timeframes and individual phase durations subject to adjustment based on work area size and contractor procedures approved by the Contracting Officer. Key requirements include submittal of safety plans and quality control plans, airfield driver training for all personnel, security clearances (Form 111) and Entry Authorization Letters, coordination with Air Traffic Control, Foreign Object Debris (FOD) prevention protocols, use of designated haul routes with dust and mud control, staged equipment in designated areas with security guard coverage, weekly progress meetings, and compliance with all erosion control and stormwater pollution prevention requirements outlined in the drawings and specifications.

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Other files

File	Type	Posted
Solicitation Amendment FA441826R00120006 SF 30.pdf	PDF	Jun 16, 2026
Solicitation Amendment FA441826R00120005 SF 30.pdf	PDF	Jun 11, 2026
Final Q and A Runway Intersection_20260603.xlsx	XLSX spreadsheet	Jun 11, 2026
Solicitation Amendment FA441826R00120004 SF 30.pdf	PDF	Jun 2, 2026
Solicitation Amendment FA441826R00120003 SF 30.pdf	PDF	May 20, 2026
Solicitation Amendment FA441826R00120002 SF 30.pdf	PDF	May 14, 2026
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JB Charleston - Question and Answer Form.xlsx	XLSX spreadsheet	May 11, 2026
02 - SPEC PKG.2026 0414.FINAL.pdf	PDF	May 11, 2026
Solicitation Amendment FA441826R00120001 SF 30.pdf	PDF	May 11, 2026
06 - Submittal Register.pdf	PDF	May 7, 2026
02-Specificatons .FINAL.pdf	PDF	May 7, 2026
03 - DKFX 1072314 - Total Performance Time.pdf	PDF	May 7, 2026
04- Recovered Material Certification.pdf	PDF	May 7, 2026
Solicitation - FA441826R0012.pdf	PDF	May 7, 2026
05- Wage Determination Highway SC20260034 Charleston SC.pdf	PDF	May 7, 2026

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PROJECT SITE

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TEST SITE

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CHARLESTON

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NORTH CAROLINA

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FLORENCE

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CHARLOTTE

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MYRTLE

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BEACH

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WILMINGTON

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BEAUFORT

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CHARLESTON

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FOLLY ROAD

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ISLAND

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CHARLESTON

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CHARLESTON

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COOPER

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BEES FERRY ROAD

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CHARLESTON CO.

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LANDFILL

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CHARLESTON

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RIVER

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NORTH

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ASHLEY RIVER ROAD

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DORCHESTER ROAD

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MONTAGUE AVE.

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RIVER

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CAINHOY ROAD

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MARK CLARK EXPY.

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REMOUNT ROAD

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ASHLEY PHOSPHATE ROAD

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- AIR BASE

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JOINT BASE CHARLESTON

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GAS

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REG

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JOINT BASE CHARLESTON - AIR BASE

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AIR MOBILITY COMMAND

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REPAIR INTERSECTION RUNWAY 03-21/15-33

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LIST OF DRAWINGS

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JOINT BASE CHARLESTON - AIR BASE

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JBC-AB PROJECT 1072314

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REPAIR INTERSECTION RUNWAY 03-21/15-33

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CHARLESTON, SOUTH CAROLINA

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LOCATION MAP

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LOCATION MAP SCALE: 1" = 2000'

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TITLE SHEET

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PROJECT DURATION

G100

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GENERAL NOTES

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JOINT BASE CHARLESTON - AIR BASE

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J.G. JONES

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REPAIR INTERSECTION RUNWAY 03-21/15-33

AutoCAD SHX Text THE APPROVAL AND COORDINATION SIGNATURES APPEARING IN THE TITLE BLOCK ON THIS SHEET CONSTITUTE APPROVAL OF ALL DRAWINGS LISTED IN THE INDEX.

AutoCAD SHX Text PROJECT DURATION NOTES: 1. COMPLETION OF THE PROJECT SHALL BE IN COMPLIANCE WITH THE DURATION CHART SHOWN ABOVE. COMPLETION OF THE PROJECT SHALL BE IN COMPLIANCE WITH THE DURATION CHART SHOWN ABOVE. 2. PROJECT & TASK DURATIONS ARE BASED ON CONTIGUOUS CALENDAR DAYS. PROJECT & TASK DURATIONS ARE BASED ON CONTIGUOUS CALENDAR DAYS. 4. ALL WORK WITHIN A WORK AREA SHALL BE COMPLETE PRIOR TO WORKING THE SUBSEQUENT WORK AREA. ALL WORK WITHIN A WORK AREA SHALL BE COMPLETE PRIOR TO WORKING THE SUBSEQUENT WORK AREA. 5. THE ORDER OF WORK AREAS ARE SUBJECT TO CHANGE BY THE GOVERNMENT. THE CONTRACTOR SHALL THE ORDER OF WORK AREAS ARE SUBJECT TO CHANGE BY THE GOVERNMENT. THE CONTRACTOR SHALL ACCOMMODATE CHANGES IN PHASE ORDER BY THE GOVERNMENT AT NO ADDITIONAL COST TO THE GOVERNMENT. 6. DURATIONS IN PHASES 2 & 3 HAVE BEEN DETERMINED BASED ON THE NUMBER OF PANELS TO BE CONSTRUCTED DURATIONS IN PHASES 2 & 3 HAVE BEEN DETERMINED BASED ON THE NUMBER OF PANELS TO BE CONSTRUCTED IN EACH PHASE AS SHOWN ON SHEET G201. 7. INDIVIDUAL DURATIONS OF PHASES 2 & 3 MAY BE ADJUSTED BASED ON WORK AREA SIZE ADJUSTMENTS, INDIVIDUAL DURATIONS OF PHASES 2 & 3 MAY BE ADJUSTED BASED ON WORK AREA SIZE ADJUSTMENTS, APPROVED BY THE CONTRACTING OFFICER, HOWEVER THE COMBINED DURATION OF PHASE 2 & PHASE 3 SHALL NOT EXCEED THE COMBINED DURATION OF PHASES 2 & 3 SHOWN ABOVE. 8. UNREALIZED CONTINGENCY DAYS SHALL RESULT IN ADVANCING STARTS TO SUBSEQUENT PHASES.UNREALIZED CONTINGENCY DAYS SHALL RESULT IN ADVANCING STARTS TO SUBSEQUENT PHASES.

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%%UCONSTRUCTION PHASE DURATIONS

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SCHEDULE LEGEND

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CONSTRUCTION DURATION

AutoCAD SHX Text CONTINGENCY - 1 DAY PER WEEK FOR WEATHER, 0.5 DAY PER WEEK FOR OTHER, FOR EACH CONSTRUCTION DURATION WEEK

BID ITEMS: : ITEM NO. DESCRIPTION DESCRIPTION CLIN 001 BASE BID BASE BID ALL WORK REQUIRED BY DRAWINGS AND SPECIFICATIONS FOR PROJECT REPAIR INTERSECTION RUNWAY 03-21/ 15-33 EXCEPT AS IDENTIFIED IN OTHER ITEMS. CLIN 002 ADDITIONAL MILL AND OVERLAY OF ASPHALTIC CONCRETE SHOULDERS ADDITIONAL MILL AND OVERLAY OF ASPHALTIC CONCRETE SHOULDERS CONTRACTOR SHALL INCLUDE IN THEIR BID A UNIT PRICE AND TOTAL PRICE FOR ADDITIONAL MILLING AND ASPHALTIC CONCRETE OVERLAY OF RUNWAY SHOULDERS TO A DEPTH OF 2.5 2.5 INCHES. BASE BID ON 1200 SQUARE YARDS OF ADDITIONAL MILL AND OVERLAY ABOVE THAT SHOWN ON THE PLANS. PAYMENT WILL BE MADE FOR ONLY THOSE QUANTITIES USED. CLIN 003 UNSUITABLE SOIL REMOVAL AND REPLACEMENT (MUCKING) UNSUITABLE SOIL REMOVAL AND REPLACEMENT (MUCKING) CONTRACTOR SHALL INCLUDE IN THEIR BID A UNIT PRICE AND TOTAL PRICE FOR THE REMOVAL OF UNSUITABLE SOIL AND REPLACEMENT WITH GRADED AGGREGATE BASE COURSE FOR UP TO FOR UP TO 2,000 SQUARE YARDS TO A DEPTH OF 12 INCHES. PAYMENT WILL BE MADE FOR ONLY THOSE QUANTITIES USED. CLIN 004 UNFORESEEN SPALL REPAIRS UNFORESEEN SPALL REPAIRS CONTRACTOR SHALL INCLUDE IN THEIR BID A UNIT PRICE AND TOTAL PRICE FOR CONCRETE SPALL REPAIRS BASED ON A QUANTITY OF 200 SQUARE FEET OF SPALLS HAVING AN AVERAGE SIZE OF 1 SQUARE FOOT PER SPALL. SEE DETAIL B/C623. PAYMENT WILL BE MADE FOR ONLY THOSE QUANTITIES USED. CLIN 005 ADDITIONAL JOINT RESEALING ADDITIONAL JOINT RESEALING CONTRACTOR SHALL INCLUDE IN THEIR BID A UNIT PRICE AND TOTAL PRICE FOR REMOVAL AND REPLACEMENT OF EXISTING JOINT RESEAL IN PAVEMENT ADJACENT TO THE RUNWAY INTERSECTION PROJECT. BASE BID ON RESEALING OF UP TO 6,000 LINEAR FEET OF JOINTS BY PROJECT. BASE BID ON RESEALING OF UP TO 6,000 LINEAR FEET OF JOINTS BY REMOVAL OF EXISTING COMPRESSION SEALANT OR SILICONE SEALANT AND RESEALING WITH NON-SAG SILICONE SEALANT. SEE DETAIL A/C623. THIS QUANTITY IS IN ADDITION TO JOINT SEALING IDENTIFIED IN THE PLANS. PAYMENT WILL BE MADE FOR ONLY THOSE QUANTITIES USED. CLIN 006 CORNER BREAK REPAIR CORNER BREAK REPAIR CONTRACTOR SHALL INCLUDE IN THEIR BID A UNIT PRICE AND TOTAL PRICE FOR CORNER BREAK REPAIRS TO EXISTING PAVEMENT ADJACENT THE AREA OF WORK THAT MAY BECOME DAMAGED DURING CONSTRUCTION. BASE BID ON 5 EACH FULL DEPTH CORNER BREAK REPAIRS HAVING AN AVERAGE SIZE OF 5 FEET X 5 FEET X 18 INCH DEPTH. SEE DETAIL C/C623. PAYMENT WILL BE MADE FOR ONLY THOSE QUANTITIES USED. CLIN 007 ADDITIONAL AIRFIELD MARKINGS ADDITIONAL AIRFIELD MARKINGS CONTRACTOR SHALL INCLUDE IN THEIR BID A UNIT PRICE AND TOTAL PRICE FOR ADDITIONAL AIRFIELD MARKINGS IN ADDITION TO THE MARKING SHOWN ON THE DRAWINGS. BASE BID ON 2,500 SQUARE FEET OF ADDITIONAL WHITE, REFLECTIVE MARKINGS AND 200 SQUARE FEET OF ADDITIONAL NON-REFLECTIVE BLACK MARKINGS. PAYMENT WILL BE MADE FOR ONLY THOSE QUANTITIES USED.

WORK AREA

CONTRACTOR'S

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TEST

SECTION

SITE

HAUL ROUTE 1

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HAUL ROUTE TO TEST SECTION

PRIMARY NIGHTLY EQUIPMENT

STAGING AREA ON B700 RAMP

RIVERS

AVENUE

GATE

SECONDARY NIGHTLY EQUIPMENT

STAGING AREA ADJACENT TO B700 RAMP

TWY D 161'

CLEARANCE

BOUNDARY

TWY E 136'

CLEARANCE

BOUNDARY

ALTERNATE NIGHTLY EQUIPMENT

STAGING AREA ADJACENT TO V-5 GATE

PRIMARY

GATE: V-7

ALTERNATE

GATE: V-5

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50:1 APPROACH-DEPARTURE CLEARANCE SURFACE

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HILL BLVD

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LAND

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FRICK

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REPAIR INTERSECTION RUNWAY 03-21/15-33

AutoCAD SHX Text THE APPROVAL AND COORDINATION SIGNATURES APPEARING IN THE TITLE BLOCK ON THIS SHEET CONSTITUTE APPROVAL OF ALL DRAWINGS LISTED IN THE INDEX.

AutoCAD SHX Text G101

AutoCAD SHX Text KEYNOTES: 1. INSTALL LIGHTED 'X' AT THE ONSET OF NIGHTLY WORK AND REMOVE AT THE CONCLUSION OF NIGHTLY WORK. 2. INSTALL LOW PROFILE LIGHTED BARRICADE AS SHOWN IAW DETAIL A/G101.

AutoCAD SHX Text RUNWAY CLOSURES: : 1. WORK IS LOCATED WITHIN THE RUNWAYS' SAFETY AREA. WORK IS LOCATED WITHIN THE RUNWAYS' SAFETY AREA. 2. COORDINATE WITH USAF AIRFIELD MANAGEMENT AND AIR TRAFFIC CONTROL TOWER DAILY. COORDINATE WITH USAF AIRFIELD MANAGEMENT AND AIR TRAFFIC CONTROL TOWER DAILY. 3. ACTIVITY IN THE RUNWAYS' PRIMARY SURFACE AND SAFETY AREA SHALL OCCUR ONLY ACTIVITY IN THE RUNWAYS' PRIMARY SURFACE AND SAFETY AREA SHALL OCCUR ONLY AFTER RUNWAYS HAVE BEEN CLOSED. CONTRACTOR SHALL PLAN WORK TO MINIMIZE RUNWAY CLOSURE DURATIONS. 4. AIRFIELD MANAGEMENT RESERVES THE RIGHT TO DENY RUNWAY CLOSURE DUE TO AIRFIELD MANAGEMENT RESERVES THE RIGHT TO DENY RUNWAY CLOSURE DUE TO DETRIMENTAL WIND CONDITIONS OR OPERATIONAL NEEDS. 5. ALL WORK WITHIN THE RUNWAY SAFETY AREA SHALL BE ACCOMPLISHED DURING THE ALL WORK WITHIN THE RUNWAY SAFETY AREA SHALL BE ACCOMPLISHED DURING THE HOURS OF APPROVED RUNWAY CLOSURE. THESE REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO ALL PREPARATION, CLEAN-UP, AND MOBILIZATION/DEMOBILIZATION OF ALL EQUIPMENT, MATERIAL, AND PERSONNEL. CONTRACTOR SHALL EVACUATE DOD AND FAA RUNWAY AND TAXIWAY SAFETY AREAS AFTER CONSTRUCTION. 6. CONTRACTOR SHALL INSPECT PAVEMENT FOR FOREIGN OBJECT DEBRIS (FOD) PRIOR TO CONTRACTOR SHALL INSPECT PAVEMENT FOR FOREIGN OBJECT DEBRIS (FOD) PRIOR TO RE-OPENING THE RUNWAYS. 7. CONTRACTOR SHALL PLAN WORK WITHIN WORK AREA SUCH THAT AT THE END OF EACH CONTRACTOR SHALL PLAN WORK WITHIN WORK AREA SUCH THAT AT THE END OF EACH SHIFT TEMPORARY PANELS ARE FLUSH 1/4" OF ADJACENT PAVEMENT AND MILLED SHOULDERS ARE NO MORE THAN 2-1/2" BELOW ADJACENT CONCRETE. 8. LIGHTED X'S SHALL BE DEPLOYED BY THE CONTRACTOR AT ALL FOUR RUNWAY ENDS AT LIGHTED X'S SHALL BE DEPLOYED BY THE CONTRACTOR AT ALL FOUR RUNWAY ENDS AT THE ONSET OF ALL RUNWAY CLOSURES AND RETRIEVED IMMEDIATELY PRIOR TO THE CONCLUSION OF EACH RUNWAY CLOSURE. 9. DISABLE RUNWAY LIGHTING CIRCUITS AT THE VAULT DURING CLOSURE PERIODS (EXCEPT DISABLE RUNWAY LIGHTING CIRCUITS AT THE VAULT DURING CLOSURE PERIODS (EXCEPT AS NEEDED TO TEST OPERATION OF NEWLY INSTALLED LIGHTS). RE-ENABLE LIGHTING CIRCUITS PRIOR TO EACH DAYS RUNWAY OPENING. ENSURE OPERATION IS COMPLETE AND NOTIFY AIR TRAFFIC CONTROL BEFORE RUNWAY OPERATIONS ARE RESUMED.

AutoCAD SHX Text ACCESS TO WORK AREA: : 1. ACCESS TO THE WORK AREA IS LIMITED TO 5 WORKNIGHTS PER WEEK THURSDAY ACCESS TO THE WORK AREA IS LIMITED TO 5 WORKNIGHTS PER WEEK THURSDAY NIGHT TO TUESDAY MORNING. 2. NIGHTLY ACCESS TO THE WORK AREA VARIES FROM 4.5 HOURS TO 8 HOURS NIGHTLY ACCESS TO THE WORK AREA VARIES FROM 4.5 HOURS TO 8 HOURS BEGINNING AFTER THE LAST FLIGHT HAS LANDED AT THE AIRFIELD AND ENDING PRIOR TO THE PLANNED DEPARTURE OF THE FIRST FLIGHT FROM THE AIRFIELD. 3. CONTRACTOR MAY USE HAUL ROUTE 1, 2 OR BOTH NIGHTLY AS NEEDED TO MOST CONTRACTOR MAY USE HAUL ROUTE 1, 2 OR BOTH NIGHTLY AS NEEDED TO MOST EFFICIENTLY CONDUCT CONSTRUCTION ACTIVITIES AND TO MINIMIZE CONSTRUCTION TRAFFIC ON COMPLETED WORK.

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SCALE: 1"=500'

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%%UCONSTRUCTION PHASING PLAN

AutoCAD SHX Text STAGING AREAS: : 1. CONTRACTOR SHALL COORDINATE WITH BASE PERSONNEL REGARDING AVAILABILITY OF CONTRACTOR SHALL COORDINATE WITH BASE PERSONNEL REGARDING AVAILABILITY OF THE PRIMARY STAGING AREA. IN THE EVENT THE PRIMARY STAGING AREA IS NEEDED FOR AIRCRAFT MAINTENANCE ACTIVITIES, THE SECONDARY STAGING AREA SHALL BE USED. 2. PERSONNEL AND EQUIPMENT SHALL HOLD IN NIGHTLY STAGING AREAS PRIOR TO PERSONNEL AND EQUIPMENT SHALL HOLD IN NIGHTLY STAGING AREAS PRIOR TO RUNWAY CLOSURES FOR WORK. AFTER THE LAST FLIGHT AND AFTER RUNWAY CLOSURE NOTIFICATION, CONTRACTOR MAY ENTER THE WORK AREA. 3. ALL PERSONNEL AND EQUIPMENT SHALL MAINTAIN A MINIMUM DISTANCE OF 136' FROM ALL PERSONNEL AND EQUIPMENT SHALL MAINTAIN A MINIMUM DISTANCE OF 136' FROM THE TAXIWAY E CENTERLINE AND 161' FROM THE TAXIWAY D CENTERLINE TO ALLOW ADEQUATE WINGTIP CLEARANCE.

AutoCAD SHX Text A

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%%U CLOSED PAVEMENT BARRICADE

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NOT TO SCALE

AutoCAD SHX Text SOLAR POWERED (WITH BATTERY BACK-UP) RED LIGHT MOUNTED ON BARRICADE, TWO PER BARRICADE, OR APPROVED EQUAL

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FLUORESCENT ORANGE AND FLUORESCENT WHITE STRIPES

AutoCAD SHX Text WATER FILLED WEIGHTED BARRIER, 10" x 10" x 8' LONG, PAINTED TWO SIDES AND TOP AS NOTED

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6" - 12" WIDE PAINTED STRIPES

AutoCAD SHX Text 20" x 20" FLUORESCENT ORANGE FLAG, TWO PER BARRICADE

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(2) GALVANIZED STEEL SADDLECLIPS WITH FASTENERS

AutoCAD SHX Text NOTES: : 1. THE LOCATION OF THE BARRICADES AS SHOWN REPRESENTS THE MOST TYPICAL LOCATIONS. ACTUAL LOCATION OF BARRICADES FOR WORK AREAS SHALL BE COORDINATED WITH AIRFIELD MANAGER. 2. BARRICADES SHALL BE PLACED ON 25' CENTERS ACROSS FULL WIDTH OF PAVEMENT CLOSED TO TRAFFIC INCLUDING SHOULDERS. 3. FLASHING LIGHTS SHALL BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH RATE AT A RATE OF 55 TO 160 FLASHES PER MINUTE. 4. BARRICADES SHALL BE TEMPORARILY REMOVED AND REINSTALLED, BY THE CONTRACTOR, AS NEEDED TO MINIMIZE THE IMPACT OF THIS PROJECT ON AIRPORT OPERATIONS.

AutoCAD SHX Text 1150'

AutoCAD SHX Text 600'

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CSPP - OVERALL

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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HORIZONTAL SCALE

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UNSCHEDULED OPERATIONS & DEPARTURE OPERATIONS: : 1. SEE DRAWING G106. SEE DRAWING G106.

WORK AREA

TEST

SECTION

SITE

CONTRACTOR

LAYDOWN

AREA

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INNER HORIZONTAL SURFACE

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HILL BLVD

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AVE

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DICKSON

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MACDONALD

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CIRCLE

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JAMES

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GRAVES AVE

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SCHOOL

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DORCHESTER ROAD

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HUNLEY PARK HOUSING

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LAWSON DR

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RADAR REFLECTOR

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SITE (FAA)

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CEILOMETER PROJECTOR(WB)

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MIDLAND PARK ROAD

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BAK-12 BARRIER

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TRANSMISSOMETER

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FAA FACILITY

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TRANSMISSOMETER

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TRANSMISSOMETER

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BAK-12 BARRIER

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ATCT

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MUNICIPAL AIRPORT

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GOOD STREET

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LANGSTON STREET

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PRINCE STREET

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TAYLOR STREET

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AVIATION ACCESS ROAD

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TERMINAL

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INTRANSIT

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AMMUNITION

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STORAGE

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N. O'NEAL AVE

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CHILD

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CARE

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CENTER

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STARLIFTER

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YOUTH CTR

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YOUTH

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ATHLETIC

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FIELDS

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HILL BLVD

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HENRY DR

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MITCHELL DR

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MANNING

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AVE

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JONES

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CIR

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CIR

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O'NEAL

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LAWSON DR

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THOMAS ST

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LAWSON DR

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AutoCAD SHX Text E.O.D.

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TRAINING

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RANGE

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SMALL

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ARMS

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RANGE

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AutoCAD SHX Text M-60

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RANGE

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AVE

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WHITE

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CIR

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BELLAMY

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CIR

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N. O'NEAL

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KELLER DR

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BAITER ST

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CARTER ST

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KIAWAH LOOP

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EUTAW

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CIRCLE

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SHAWAWO

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PARK

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CUSABEE TRAIL

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TRAILER PARK

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75 UNITS

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ARTHUR DRIVE

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PICNIC

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GROUNDS

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FAM-CAMP

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ARTHUR DRIVE

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AutoCAD SHX Text 12601

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TRUCK FILL

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CE COMPOUND

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WATER TANK

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STEWART

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AVE

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HILL BLVD

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GRAVES AVE

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Auto…

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