Attachment_2_-_Repair_Airfield_Aprons_DWG.pdf
PDF 1 MB Posted
- Attached to
- Apron Pavements Federal contract opportunity
- Solicitation number
- FA301019ApronPavements
About this file
This solicitation is seeking proposals for concrete repair work along Apron #1 and the wash rack at Keesler Air Force Base. Interested HUBZone small businesses may bid on this HUBZone set aside contract, which has an estimated value between $1-5 million. The North American Industry Classification System code for this work is 237310. Proposals are due by 12 November 2019. The statement of work, specifications and drawings are provided to outline the repair and replacement of approximately 250 square yards of concrete pavement and 100 square yards of asphalt at the wash rack. Approximately 1950 square yards of concrete pavement will also be repaired along Apron #1. The performance period is 250 days from notice to proceed. Questions are due by a specified date to the Contracting Specialist or Contracting Officer. Interested parties should monitor the FedBizOpps website for amendments and updates.
See attached Attachment 2 - Repair Airfield Aprons DWG.
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PROJECT SITE
INDEX OF DRAWINGS
REPAIR APRON PAVEMENT
KEESLER AFB, MS
APRON #1 PAVEMENT REPAIR
1 TITLE SHEET
TRANSVERSE JOINT DETAILS
LONGITUDINAL JOINT DETAILS
KEESLER AFB, MISSISSIPPI
NOVEMBER 2018
NOT TO SCALE
LOCATION PLAN, AIRFIELD APRONS
AIRFIELD APRON DIAGRAM
INTERSTATE 10
U .S
. H W
Y
U.S. HWY 90
I-1
HARRISON COUNTY, MS
PROJECT SITE
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VICINITY MAP
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REPAIR APRON PAVEMENTS
CONSTRUCTION JOINT DETAILS
ADDITIONAL PAVEMENT DETAILS9
SPALLED JOINT REPAIR DETAILS8
WASHRACK PAVEMENT REPAIR
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AutoCAD SHX Text Back Bay of Biloxi
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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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FACILITY NO.
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DESIGNED:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
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A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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DESIGNED:
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CONCRETE PAVEMENT TO BE
REMOVED AND REPLACED
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REPAIR APRON PAVEMENTS
A. ALL WORK SHALL BE PERFORMED ON APRON 1 AND WASHRACK.
B. EXISTING CONCRETE PAVEMENT SLABS ARE APPROXIMATELY 25FT WIDE BY 20 FT LONG.
CONSTRUCTION KEYED NOTES
scale
WASHRACK PAVEMENT TO BE
REMOVED AND REPLACED
BACKGROUND LEGEND
APRON 1 PAVEMENT
APRON 2 PAVEMENT
BUILDING
APRON 3 PAVEMENT
AutoCAD SHX Text N
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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
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GEORGE REED
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A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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DESIGNED:
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AutoCAD SHX Text C1.0
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SITE OVERVIEW
AutoCAD SHX Text 1" = 200'-0"
AutoCAD SHX Text 1.0
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LONGITUDINAL
PAVEMENT JOINTS
TRANSVERSE
PAVEMENT JOINTS
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PAVEMENT JOINTS
PAVEMENT NOT
TO BE DISTURBED
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REPAIR APRON PAVEMENTS
A.PROVIDE AND INSTALL TEMPORARY ENVIRONMENTAL CONTROLS AT STORM DRAINS ALONG THE AIRFIELD PAVEMENT TO PREVENT DEBRIS AND SILT FROM ENTERING THE STORM DRAIN SYSTEM. EITHER WATTLES OR GEOTEXTILE FABRIC SECURED
IN PLACE ARE ACCEPTABLE MATERIALS.
B. DO NOT DISTURB NEITHER THE NEWLY POURED CONCRETE PAVEMENT AT APRON #1.
C. SAW CUT, REMOVE, AND DISPOSE 220 FT WIDE AND 90 FT LONG SECTION OF CONCRETE PAVEMENT AT APRON #1 NEAR
LIFT STATION, TAKING CARE NOT TO DAMAGE ADJACENT EXISTING PAVEMENT.
D.PROVIDE AND INSTALL DEWATERING SYSTEM IF NECESSARY TO COMBAT EXCAVATION INFILTRATION ACTION DUE TO THE
HIGH WATER TABLE AT THE SITE APPROXIMATELY 4 FEET BELOW GRADE.
E. REMOVE 14 INCHES OF SUBBASE FROM DEMOLITION AREA TO ACCOMMODATE DEPTH OF PROPOSED CONCRETE
PAVEMENT AND NEW SUBBASE.
F. PROVIDE AND INSTALL SELECT FILL TO NECESSARY TO RAISE GRADE TO REMOVE DIP IN PREVIOUSLY EXISTING PAVEMENT
AT APRON #1. COMPACT SOIL IN EXCAVATED AREA TO 95% STANDARD PROCTOR DENSITY.
G.PROVIDE AND INSTALL APPROXIMATELY 1950 SY OF GEOTEXTILE DRAINAGE FABRIC TO PROVIDE PROTECTION AGAINST
POSSIBLE FUTURE SINKHOLE ISSUES.
H.PROVIDE AND INSTALL APPROXIMATELY 1950 SY OF 11 INCHES THICK WELL GRADED LIMESTONE SUBBASE WITHIN
EXTRACTED AREA. COMPACT AGGREGATE TO 98% STANDARD PROCTOR DENSITY.
I.PROVIDE AND INSTALL 12 INCHES THICK, 220 FT X 90 FT, OF 4000 PSI CONCRETE IN 12.5 FT X 15 FT SLABS. CONCRETE
REINFORCEMENT SHALL BE NO. 4 REINFORCEMENT LAID 6 INCHES ON CENTER APPROXIMATELY 4 INCHES DEEP.
J. ALLOW CONCRETE 14 DAYS TO CURE.
CONSTRUCTION KEYED NOTES
scale
GRATE INLET
ELEV: 16.02 FT
GRATE INLET
ELEV: 16.4 FT
SEWER LIFT STATION
BACKGROUND LEGEND
ASPHALT PAVEMENT
GREEN SPACE
CONCRETE PAVEMENT
DIP IN PAVEMENT TO BE FILLED
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LONGITUDINAL
PAVEMENT JOINTS
TRANSVERSE JOINT
LONGITUDINAL OR
CONSTRUCTION JOINT
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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
AutoCAD SHX Text Chief of Engineering
AutoCAD SHX Text
A. MARASCAMARASCA
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AIRFIELD
AutoCAD SHX Text
C. STAFFORD
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C. STAFFORD
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XXXX
AutoCAD SHX Text 11 12 2018
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DESIGNED:
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MAHG 14-1010
AutoCAD SHX Text C2.0
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3 OF 9 OF 99
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PAVEMENT DEMO
AutoCAD SHX Text 1" = 16'-0"
AutoCAD SHX Text 2.0
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REPAIR APRON PAVEMENTS
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WASHRACK
BACKGROUND LEGEND
ASPHALT PAVEMENT
GREEN SPACE
WASHRACK EXTENTS
CONCRETE PAVEMENT
100 SY OF ASPHALT TO BE REMOVED
AND REPLACED
250 SY OF CONCRETE PAVEMENT TO BE
REMOVED AND REPLACED
STORMWATER
MANHOLE
OIL-WATER SEPARATOR
MANHOLE
TRANSVERSE
PAVEMENT JOINTS
LONGITUDINAL
PAVEMENT JOINTS
A.SAWCUT AND REMOVE APPROXIMATELY 250 SY OF CONCRETE PAVEMENT AROUND SUNKEN AREA. DO NOT DAMAGE
EXISTING MANHOLES.
B. AT CONCRETE PAVEMENT AREA AT WASHRACK, REMOVE 14 INCHES OF 250 SY AREA OF DAMAGED SUBBASE AND
COMPACT.
C. PROVIDE AND INSTALL 250 SY OF GEOTEXTILE DRAINAGE FABRIC.
D.PROVIDE AND INSTALL APPROXIMATELY 250 SY OF 11 INCH TICK LIMESTONE AGGREGATE SUBBASE. FILL IN EXISTING DIP IN
PAVEMENT. COMPACT SUBBASE TO 98% STANDARD PROCTOR DENSITY.
E. PROVIDE AND POUR APPROXIMATELY 250 SY OF 12 INCH THICK CONCRETE AT SITE IN 12.5 FT WIDE BY 15 FT LONG SLABS.
USE NO. 4 STEEL REINFORCEMENT LAID 6 INCHES ON CENTER AT 4 INCHES DEEP.
F. SAWCUT AND REMOVE 100 SY OF ADJACENT SUNKEN ASPHALT AT WASHRACK.
G.REMOVE 14 INCHES OF DAMAGED SUBBASE FROM 100 SY AREA AND COMPACT.
H.PROVIDE AND INSTALL 100 SY OF GEOTEXTILE DRAINAGE FABRIC.
I.PROVIDE AND INSTALL APPROXIMATELY 100 SY OF 4 INCH THICK LIMESTONE AGGREGATE SUBBASE AND COMPACT TO 98%
STANDARD PROCTOR DENSITY.
J. PROVIDE AND INSTALL APPROXIMATELY 100 SY OF 10 INCH THICK ASPHALT SUBBASE.
K. PROVIDE AND LAY APPROXIMATELY 100 SY OF 8 INCH THICK HOT MIX ASPHALT AT SITE. APPLY TACK COAT WHERE NEW
PAVEMENT SHALL MEET EXISTING ASPHALTIC PAVEMENT.
L. ALLOW CONCRETE 14 DAYS TO CURE.
CONSTRUCTION KEYED NOTES
EXISTING PAVEMENT
DEPRESSION
TRANSVERSE JOINT
LONGITUDINAL OR
CONSTRUCTION JOINT
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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
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A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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DESIGNED:
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WASHRACK PAVEMENT
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EXISTING
PAVEMENT
PROPOSED
PAVEMENT
EXISTING PAVEMENT
TO BE SAWCUT TO
ACCOMODATE DOWEL
AND EPOXY.
DOWELS TO BE PLACED WITHIN
FINAL THREE SLABS WHERE
PROPOSED PAVEMENTS MEET
EXISTING.
NO. 4 DOWELS TO BE
SPACED EVERY 15 INCHES
6 INCHES DEEP.
" BACKER ROD
20 INCH NO. 4 DOWEL TO
BE SPACED EVERY 15
INCHES 6 INCHES DEEP.
JOINT FILLER
JOINT SEALANT
WELDED WIRE FABRIC OR
#4 BARS
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A.WITHIN THE FINAL THREE ROWS OF CONCRETE SLABS SECTIONS WHERE NEW PAVEMENT SHALL MEET EXISTING PAVEMENTS, AT EVERY 15 INCHES PROVIDE AND INSTALL A DEFORMED NO. 4 DOWEL ON CENTER, OILED AND PAINTED TO PREVENT CONCRETE BONDING, 6 INCHES DEEP.
B. WHERE NEW CONCRETE TRANSVERSE SLABS MEET EXISTING SLABS, SAW CUT NEW DOWEL OPENINGS IN EXISTING PAVEMENT AT EVERY 15 INCHES 6 INCHES DEEP FOR PROPER SLAB LOAD TRANSFER.
C. PATCH CUT HOLES IN CONCRETE SLABS USING 4000 PSI CONCRETE.
D.PATCH HOLES WITH ASPHALT FOR TAXIWAY ALPHA. FOR ASPHALT AT WASHRACK, LAY ASPHALT AROUND
DOWELS.
CONSTRUCTION KEYED NOTES
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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
AutoCAD SHX Text Chief of Engineering
AutoCAD SHX Text
A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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XXXX
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DESIGNED:
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MAHG 14-1010
AutoCAD SHX Text C4.0
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5 OF 9 OF 99
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TRANSVERSE JOINTS
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NOT TO SCALE
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TRANSVERSE JOINTS
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NOT TO SCALE
AutoCAD SHX Text 4.0
EXISTING
PAVEMENT
PROPOSED
PAVEMENT
THICKENED EDGE JOINT
" BACKER ROD
JOINT FILLER
JOINT SEALANT
WELDED WIRE FABRIC
OR #4 BARS
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REPAIR APRON PAVEMENTS
A.LONGITUDINAL SLABS WHICH MEET EXISTING PAVEMENT SHALL BE 30% THICKENED EDGE SLABS WHERE ONE SIDE OF THE SLAB SHALL PROTRUDE INTO THE SUBBASE AS SHOWN WITHIN THE DRAWING TO THE IMMEDIATE LEFT.
B. ALL JOINTS AT WHERE PROPOSED SLABS WILL MEET EXISTING SLABS SHALL BE ¾ INCHES WIDE.
C. ALL JOINTS SHOULD BE CLEAN AND FREE FROM DEBRIS BEFORE INSTALLING 9 INCHES OF JOINT FILLER.
D. INSTALL ¾ INCH BACKER ROD AND 1 1/8 INCHES OF HOT APPLIED FUEL-RESISTANT RUBBERIZED ASPHALT JOINT FILLER. DO
NOT OVERFILL JOINT. NO SEALANT SHOULD BE SPILLING OUT OF THE JOINT.
E. BACKER RODS CAN SUBSTITUTED WITH JOINT SEALANT SEPARATION TAPE AS APPROVED BY INSPECTOR.
CONSTRUCTION KEYED NOTES
scale scale
AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
AutoCAD SHX Text Chief of Engineering
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A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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XXXX
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DESIGNED:
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6 OF 9 OF 99
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LONGITUDINAL JOINTS
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LONGITUDINAL JOINTS
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NOT TO SCALE
AutoCAD SHX Text 5.0
" BACKER ROD
JOINT FILLER
JOINT SEALANT
WELDED WIRE FABRIC
OR #4 BARS
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REPAIR APRON PAVEMENTS
A. ALL JOINTS THAT DO NOT MEET EXISTING PAVEMENTS AND ARE NOT FINAL THREE TRANSVERSE JOINTS ARE
CONSTRUCTION JOINTS.
B. ALL CONSTRUCTION JOINTS SHALL BE ¾ INCHES WIDE.
C. ALL JOINTS SHOULD BE CLEAN AND FREE FROM DEBRIS BEFORE PROVIDING AND INSTALLING 9 INCHES OF JOINT FILLER
AND ¾ INCH BACKER ROD AND 1 1/8 INCHES OF HOT APPLIED FUEL-RESISTANT RUBBERIZED ASPHALT JOINT FILLER. DO NOT
OVERFILL JOINT.
D. BACKER RODS CAN SUBSTITUTED WITH JOINT SEALANT SEPARATION TAPE AS APPROVED BY INSPECTOR
CONSTRUCTION KEYED NOTES
scale
PROPOSED PAVEMENT
AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
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OFFICE OF CIVIL ENGINEERS
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BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
AutoCAD SHX Text Chief of Engineering
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A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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XXXX
AutoCAD SHX Text 11 12 2018
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DESIGNED:
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MAHG 14-1010
AutoCAD SHX Text C6.0
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7 OF 9 OF 99
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CONSTRUCTION JOINTS
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NOT TO SCALE
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1 2 3 4 5 6 7 8
G
F
E
D
C
B
A
H
G
F
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1 2 3 4 5 6 7 8
REPAIR APRON PAVEMENTS
A. AFTER POURING NEW CONCRETE SLAB AT APRON 1, REFER TO THE MOORING EYE AND PAVEMENT MARKING DETAILS
DRAWING SHOWN LEFT.
B. PROVIDE AND INSTALL TWO 34 " X 8 FOOT LONG MOORING EYES TO REPLACE EXISTING EYES REMOVED DURING
PAVEMENT REMOVAL.
C. AFTER POURING NEW CONCRETE, SEE FIGURE 2 FOR PAVEMENT MARKING DETAIL. MATCH EXISTING PAVEMENT
MARKINGS.
CONSTRUCTION KEYED NOTES
scale scale
AutoCAD SHX Text R3 1/4"
AutoCAD SHX Text R3/4"
AutoCAD SHX Text R3/4"
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3/4" DIA. X 8' LONG
AutoCAD SHX Text 2 3/4"
AutoCAD SHX Text 2 1/4"
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8 FT MINIMUM DEPTH
AutoCAD SHX Text 1'-0"
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12 IN
AutoCAD SHX Text 2 1/4"
AutoCAD SHX Text 1'-0"
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8 IN MINIMUM DIAMETER
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8 IN MINIMUM DIAMETER
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COPPER SLEEVE
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COMPRESSED ON ROD.
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ROD COPPERWELD.
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OPTION: CONTRACTOR MAY INSTALL MOORING
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EYES MONOLITHIC WITH SLAB.
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6 INCH WIDE TAXIWAY CENTERLINE STRIPE
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NOSE GEAR (REQUIRED)
AutoCAD SHX Text 2 FT x 2 FT SQUARE FOR
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BROKEN YELLOW LINE
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DOUBLE YELLOW LINE
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12 FT
AutoCAD SHX Text 79'
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6 INCH WIDE PARKING STRIPE
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NOSE OF PLANE
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S.E. EDGE OF APRON
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12.5 FT
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12.5 FT
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62 FT
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50 FT
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S.E. SIDE OF FIRE STATION
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S.W. EDGE OF S.E. APRON EDGE OF CONC.
AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command
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KEESLER AIR FORCE BASE
AutoCAD SHX Text
OFFICE OF CIVIL ENGINEERS
AutoCAD SHX Text
BILOXI
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MISSISSIPPI
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SUBMITTED
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RECOMMENDED
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FACILITY NO.
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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PROJECT NUMBER:
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DRAWING NO:
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SHEET
AutoCAD SHX Text Chief of Contracts Design
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GEORGE REED
AutoCAD SHX Text Chief of Engineering
AutoCAD SHX Text
A. MARASCAMARASCA
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AIRFIELD
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C. STAFFORD
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C. STAFFORD
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XXXX
AutoCAD SHX Text 11 12 2018
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DESIGNED:
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MAHG 14-1010
AutoCAD SHX Text C8.0
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9 OF 9 OF 99
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TYPICAL MOORING EYE DETAIL
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NOT TO SCALE
AutoCAD SHX Text 8.0
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PAVEMENT MARKINGS
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NOT TO SCALE
AutoCAD SHX Text 8.0
| Sheets and Views |
| Apron_Repair_Redesign_08122019-Title |
| Apron_Repair_Redesign_08122019-Airfield_Diagram |
| Apron_Repair_Redesign_08122019-Apron1 |
| Apron_Repair_Redesign_08122019-Washrack |
| Apron_Repair_Redesign_08122019-Transverse |
| Apron_Repair_Redesign_08122019-Longitudinal |
| Apron_Repair_Redesign_08122019-Construction |
| Apron_Repair_Redesign_08122019-Additional_Details |
File details come from the government source that posted it. Updated .