Attachment 2 - MAHG241077 Remove Rubber and Restripe Runway - Drawings.pdf
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- Remove Rubber and Restripe Runway
- Solicitation number
- FA301025R0016
About this file
This document is a set of architectural and engineering drawings for a runway maintenance project at Keesler Air Force Base in Biloxi, Mississippi. The project, numbered MAHG241077, involves removing rubber buildup and restriping the existing Northeast/Southwest runway and associated taxiways and aprons. The drawings provide detailed specifications for rubber removal (35 feet on each side of the runway centerline), surface preparation, and repainting of runway markings, taxiway markings, and apron markings.
Key technical requirements include using lead-free waterborne paint meeting federal specifications, applying retroreflective glass beads, maintaining specific paint thickness (12-14 mils wet, 8 mils dry), and carefully preserving existing pavement structure during marking removal. The project is structured with a base bid for runway marking and an optional bid for additional taxiway and apron markings. The drawings specify precise measurement and placement of various markings including touchdown zones, centerlines, side stripes, and entry control point signs, with careful attention to color schemes and existing base infrastructure.
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G-001
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION OF SHEET
COVER SHEETG-001
C-102 RUBBER AND PAVEMENT MARKINGS REMOVAL
GENERAL SHEETS
CIVIL
C-103 C-104 C-401 C-501
EXISTING SITEC-101
NORTH
RUNWAY MARKING SITE PLAN
BID OPTION APRON AND TAXIWAY MARKINGS SITE PLAN
RUNWAY MARKINGS DETAILS
DEMOLITION ENLARGED PLANS
KEESLER AFB BASE
KEESLER AIR FORCE BASE BILOXI, MS
REMOVE RUBBER AND RESTRIPE RUNWAY
MAHG241077
ISSUE DATE: JANUARY 2025
C-502 BID OPTION TAXIWAY MARKING DETAILS
C-503 BID OPTION APRON AND TAXIWAY MARKING DETAILS
FA301025R0016 - Attachment #2
AutoCAD SHX Text St. Louis Bay
AutoCAD SHX Text Mississippi Sound
AutoCAD SHX Text Big Lake
AutoCAD SHX Text Back Bay of Biloxi
AutoCAD SHX Text Bernard Bayou
AutoCAD SHX Text Wolf River
AutoCAD SHX Text Biloxi River
AutoCAD SHX Text Little Biloxi River
AutoCAD SHX Text Tchoutacabouffa River
AutoCAD SHX Text Tuxachanie
AutoCAD SHX Text Creek
AutoCAD SHX Text Tchoutacabouffa
AutoCAD SHX Text River
AutoCAD SHX Text Cedar
AutoCAD SHX Text Lake
AutoCAD SHX Text Saucier
AutoCAD SHX Text Creek
AutoCAD SHX Text Deer Island
AutoCAD SHX Text Ship Island
AutoCAD SHX Text Cat Island
AutoCAD SHX Text Mississippi Sound
KEESLER AFB HAS A REQUIREMENT FOR A CONTRACTOR TO
PROVIDE AIRFIELD AND RUNWAY MARKING PREP AND
REPLACEMENT OF AIRFIELD RUNWAY PAVEMENT MARKINGS.
NE/SW RUNWAY
APRON #1
APRON #2
APRON #3
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C-1011 EXISTING SITE
1.
THIS CONTRACT IS TO BE PERFORMED AT THE AIRFIELD RUNWAY
AT KEESLER AFB.
2.
GENERAL NOTES
AIRFIELD ENTRY GATE
(HANGAR ROAD)
AIRFIELD ENTRY GATE
(H STREET)
AIRFIELD ENTRY GATE
(HERCULES STREET)
SCALE: 1:3250 0 3250 6500
TAXIWAY
BRAVO
TAXIWAY
CHARLIE
TAXIWAY
DELTA
TAXIWAY
ECHO
TAXIWAY
FOXTROT
NORTH
AutoCAD SHX Text 19 C-130
AutoCAD SHX Text 17 C-130
AutoCAD SHX Text 20 C-130
AutoCAD SHX Text 21 C-130
AutoCAD SHX Text 22 C-130
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INS 30
AutoCAD SHX Text
AutoCAD SHX Text 23 C-130
18 C-130
NE/SW RUNWAY
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1 RUBBER AND PAVEMENT MARKINGS REMOVAL
SCALE: 1:3250
GENERAL NOTES
C-401
C-401
C-401
LEGEND
1. CONTRACTOR MUST SUPPLY EQUIPMENT NECESSARY TO
REMOVE RUBBER ALONG RUNWAY.
2. REMOVE EXISTING RUBBER BUILD-UP ON KEESLER AIRFIELD RUNWAY
35' ON EACH SIDE OF CENTERLINE AS COMPLETELY AS POSSIBLE
WITHOUT DAMAGING RUNWAY ASPHALT.
3. PREP ALL EXISTING PAVEMENT MARKINGS AT AIRFIELD RUNWAY. DO
NOT DAMAGE PAVEMENT WHILE PREPPING MARKINGS.
RUBBER REMOVAL
CIVIL KEYNOTES
1. ALL WASTEWATER/GREYWATER GENERATED DURING THE RUBBER AND
PAINT PREPPING PROCESS SHALL NOT ENTER THE STORM DRAINS. ALL
GENERATED WATER SHALL BE COLLECTED AND DISPOSED AT THE OIL
AND GREASE FACILITY.
REMOVE RUBBER FROM
RUNWAY TYP.
REMOVE RUBBER
FROM RUNWAY TYP.
0 3250 6500
NORTH
BASE BID
1. REMOVE RUBBER ALONG RUNWAY. PREP AND REMARK ALL RUNWAY
MARKINGS NOT TO INCLUDE THE OVERRUNS. REFER TO SECTION
3.2.4 IN SOW.
AutoCAD SHX Text 19 C-130
AutoCAD SHX Text 17 C-130
AutoCAD SHX Text 20 C-130
AutoCAD SHX Text 21 C-130
AutoCAD SHX Text 22 C-130
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INS 30
AutoCAD SHX Text
AutoCAD SHX Text 23 C-130
1 APRON MARKINGS
SCALE: 1:3250
1. CONTRACTOR MUST SUPPLY PAINT AND EQUIPMENT NECESSARY TO REMARK
RUNWAY.
2. PAVEMENT REMARKING PAINT FOR ALL MARKINGS MUST BE LEAD-FREE WATERBORNE
PAINT OBTAINED UNDER FEDERAL SPECIFICATION TT-P-1952, PAINT IN THE
APPROPRIATE COLOR (RED, WHITE, BLACK, OR YELLOW).
3. APPLY PAINT AT A WET FILM THICKNESS OF 12 MILS TO 14 MILS FOR A DESIRED DRY
FILM THICKNESS OF APPROXIMATELY 8 MILS. DO NOT ALLOW PAINT APPLICATION TO
EXCEED 40 MILS.
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C-103
1. LEVEL 1: MARKING PREP REQUIRES BASIC CLEANLINESS OF SURFACES TO ENSURE
THE ADHESION OF NEW FINISHES. PREPARATIONS SHALL INCLUDE REMOVAL OF
SURFACE DUST, DIRT, AND LOOSE PAINT AND OTHER SURFACE CONTAMINANTS BY
LIGHT POWER WASHING OR PRESSURE WASHING.
2. LEVEL 2: SURFACE PREPARATIONS INCLUDES WHAT IS DESCRIBED IN LEVEL 1 PLUS
OTHER PROCEDURES NECESSARY TO CREATE A SOUND SURFACE FOR REPAINTING
INCLUDING SOLVENT CLEANING, BASIC PATCHING/FILLING, LIGHT SANDING/ABRADING.
10% ASSUMPTION OF AREA FOR BIDDING PURPOSES
CIVIL KEYNOTES
PREP ALL PAVEMENT MARKINGS
AT AIRFIELD, INCLUDING
MARKINGS ALONG RUNWAY
0 3250 6500
NORTH
1 BASE BID
1. PREP AND REMARK ALL RUNWAY MARKINGS NOT TO INCLUDE THE
OVERRUNS. REFER TO SECTION 3.2.4 IN SOW.
AutoCAD SHX Text 19 C-130
AutoCAD SHX Text 17 C-130
AutoCAD SHX Text 20 C-130
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INS 30
AutoCAD SHX Text
AutoCAD SHX Text 23 C-130
1 APRON MARKINGS
SCALE: 1:3250
1. CONTRACTOR MUST SUPPLY PAINT AND EQUIPMENT NECESSARY TO REMARK APRONS
AND TAXIWAYS.
2. PAVEMENT REMARKING PAINT FOR ALL MARKINGS MUST BE LEAD-FREE WATERBORNE
PAINT OBTAINED UNDER FEDERAL SPECIFICATION TT-P-1952, PAINT IN THE
APPROPRIATE COLOR (RED, WHITE, BLACK, OR YELLOW).
3. SECONDARY MARKINGS (APRONS, TAXIWAYS, SHOULDER MARKINGS) NEED
NONREFLECTIVE PAINT MARKINGS FOR THESE AREAS.
4. APPLY PAINT AT A WET FILM THICKNESS OF 12 MILS TO 14 MILS FOR A DESIRED DRY
FILM THICKNESS OF APPROXIMATELY 8 MILS. DO NOT ALLOW PAINT APPLICATION TO
EXCEED 40 MILS.
5. REMARK GROUND RECEIVER CHECKPOINT, TAXIWAY LEAD-IN LINES TO HOLD
POSITION, VFR HOLD MARKINGS, AND INSTRUMENT MARKINGS.
6. REMARK WARNING SIGNS AND RESTRICTED AREAS, ENTRY CONTROL POINTS SIGNS,
TAXI LANE EDGE MARKINGS, AND PAVEMENT EDGE MARKINGS AT KEESLER AIRFIELD.
GENERAL NOTES
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H D
C-104
1. LEVEL 1: MARKING PREP REQUIRES BASIC CLEANLINESS OF SURFACES TO ENSURE
THE ADHESION OF NEW FINISHES. PREPARATIONS SHALL INCLUDE REMOVAL OF
SURFACE DUST, DIRT, AND LOOSE PAINT AND OTHER SURFACE CONTAMINANTS BY
LIGHT POWER WASHING OR PRESSURE WASHING.
2. LEVEL 2: SURFACE PREPARATIONS INCLUDES WHAT IS DESCRIBED IN LEVEL 1 PLUS
OTHER PROCEDURES NECESSARY TO CREATE A SOUND SURFACE FOR REPAINTING
INCLUDING SOLVENT CLEANING, BASIC PATCHING/FILLING, LIGHT SANDING/ABRADING.
10% ASSUMPTION OF AREA FOR BIDDING PURPOSES
CIVIL KEYNOTES
PAVEMENT EDGE MARKINGS
(SEE DRAWINGS 4/C-503)
6 IN. RED
RESTRICTION LINE
APRON 3
APRON MARKINGS
(SEE DRAWING 6/C-503)
6IN. RED
RESTRICTION LINE
TYPICAL ECP
SIGN(SEE
DETAIL 1/C-503)
APRON 2
6 IN.RED
RESTRICTION LINE
TAXIWAY AND APRON
MARKINGS (SEE DRAWINGS 5/C-503)80 FT. SPACE IN
FSP MARK AT
WASH RACK
SPECIAL ECP SIGN
(SEE DETAIL 2/C-503)PREP ALL PAVEMENT MARKINGS
AT AIRFIELD, INCLUDING
MARKINGS ALONG
TAXIWAYS AND APRONS
0 3250 6500
NORTH
2 BID OPTION 1
1. PREP AND REMARK THE GROUND RECEIVER CHECKPOINT, TAXIWAY LEAD-IN
LINES, VFR HOLD LINE, INSTRUMENT MARKINGS, EDGE MARKINGS, WARNING
SIGNS AND RESTRICTED AREAS, ECPS, AND TAXI LANE EDGE MARKINGS. REFER
TO SECTION 3.2.5 IN SOW.
AutoCAD SHX Text 19 C-130
AutoCAD SHX Text 17 C-130
AutoCAD SHX Text 20 C-130
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INS 30
AutoCAD SHX Text
AutoCAD SHX Text 23 C-130
ES
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C-401
1. REMOVE ALL RUBBER AND ANY LOOSE AND FLAKY MATERIAL.
GENERAL NOTES
1. REMOVE 35 FEET OF RUBBER ON EACH SIDE OF THE CENTERLINE.
CIVIL KEYNOTES
'-0
'-0
1 RUNWAY RUBBER REMOVAL
SCALE: 1:400
3 RUNWAY RUBBER REMOVAL
SCALE: 1:400
2 MID RUNWAY RUBBER REMOVAL
SCALE: 1:400
REMOVE RUBBER FROM RUNWAY
5650' (OVERALL LENGTH OF RUNWAY)
5650' (OVERALL LENGTH OF RUNWAY)
5650' (OVERALL LENGTH OF RUNWAY)
TAXIWAY LEAD-IN LINE
RUNWAY SIDE STRIPERUNWAY SIDE STRIPE
RUNWAY SIDE STRIPE
PAVEMENT
EDGE MARKINGS
TAXIWAY LEAD -IN LINE
RUNWAY SIDE STRIPE
RUNWAY SIDE STRIPE
EDGE OF RUNWAY
EDGE OF RUNWAY EDGE OF RUNWAY
EDGE OF RUNWAYEDGE OF RUNWAY
60'
40'40'
12'
30'
10'
3'
4'
55' 100'
10'5'
5'
20'
10' 8.5'
13.5'
8'
12.5' 11.5'
9.5'
9'
72' 72' 72'
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C-501
1 RUNWAY MARKINGS
SCALE: 1:3600
2 TYP. RUNWAY MARKINGS
SCALE: NTS 3 END OF RUNWAY
SCALE: NTS 4 RUNWAY DIRECTIONAL MARKER
SCALE: NTS
1. PAVEMENT REMARKING PAINT FOR ALL MARKINGS MUST BE LEAD-FREE WATERBORNE
PAINT OBTAINED UNDER FEDERAL SPECIFICATION TT-P-1952, PAINT, TRAFFIC AND
AIRFIELD MARKING, WATERBORNE. IN THE APPROPRIATE COLOR (RED, WHITE, BLACK,
OR YELLOW).
2. PAVEMENT PAINT MUST ALSO CONSIST OF RETROREFLECTIVE GLASS BEADS
AVAILABLE UNDER FEDERAL SPECIFICATION TT-B-1325C
3. APPLY RETROREFLECTIVE MEDIA (GLASS BEADS) AT APPROXIMATELY 11 POUNDS TO
12 POUNDS PER GALLON OF PAINT OR 121 SQUARE FEET OF MARKED SURFACE AREA.
4. ALL RUNWAY MARKINGS MUST CONSIST OF REFLECTORIZED PAINT.
5. APPLY PAINT AT A WET FILM THICKNESS OF 12 MILS TO 14 MILS FOR A DESIRED DRY
FILM THICKNESS OF APPROXIMATELY 8 MILS. DO NOT ALLOW PAINT APPLICATION TO
EXCEED 40 MILS.
6. APPLY AT LEAST TWO LAYERS OF PAINT FOR ALL LETTERING AND WARNINGS SIGNS.
PAINT THICKNESS MUST NOT EXCEED 40 MILS.
7. ALL RUNWAY MARKINGS SHALL BE WHITE UNLESS OTHERWISE STATED WITHIN
DRAWINGS.
GENERAL NOTES
5 END OF RUNWAY ARROWS
SCALE: NTS
1. OVERRUNS ARE NOT TO BE PAINTED, N.I.C
2. REPAINT RUNWAY MARKINGS AS INDICATED IN DETAIL 2/C-501
3. REPAINT END OF RUNWAY AS INDICATED IN DETAIL 3/C-501
4. REPAINT END OF RUNWAY ARROWS AS INDICATED IN DETAIL 5/C-501
CIVIL KEYNOTES
PAINT SOLID WHITE
WITH BLACK
BACKGROUND
4 4
TOUCHDOWN ZONE
MARKINGS APPROX. 6
FT. X 75 FT. WITH 5 FT.
SPACING BETWEEN
BARSFIXED DISTANCE MARKINGS
APPROX. 30 FT. X 150 FT.
TOUCHDOWN ZONE MARKINGS
APPROX. 6 FT. X 75 FT. WITH
5 FT. SPACING BETWEEN BARS
RUNWAY SIDE STRIPES APPROX.
3 FT. CONTINUOUS WHITE LINE
CENTERLINE MARKINGS
APPROX. 3 FT. X 60 FT. ALL MARKINGS
PAINTED WHITE
END OF RUNWAY
ARROWS
SEE DETAIL 5/C-501
DISPLACED THRESHOLD MARKINGS
APPROX. 6 FT. X 100 FT.
WITH TYP. 6 FT. SPACING
PAINT YELLOW
CENTERLINE MARKINGS
APPROX. 3 FT. X 60 FT.
RUNWAY SIDE
STRIPES
NORTH
600'± 5050'±
CL
3'
3'
RUNWAY HOLD
POSITION MARKING
CL
4'6"
6"
6"
TXY-B 255'(±)
TXY-C 155'(±)
TXY-D 75'(±) FULL WIDTH OF TAXIWAY INCLUDING
TXY-E 50'(±) DECEPTIVE SHOULDERS
TXY-F 240'(±)
6'
2'
3'
10'
3'
INSTRUMENT HOLDING
POSITION
2' 5'
1' 2' 1'2'1' 2'
3'
20'
20'
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C-502
1 TAXIWAY MARKINGS
SCALE: 1:3600
1 GROUND RECEIVER CHECK POINT
SCALE: NTS 2 RUNWAY INST MARKINGS
SCALE: NTS 3 RUNWAY VFR HOLD MARKINGS
SCALE: NTS
1. PAVEMENT REMARKING PAINT FOR ALL MARKINGS MUST BE LEAD-FREE WATERBORNE
PAINT OBTAINED UNDER FEDERAL SPECIFICATION TT-P-1952, PAINT, TRAFFIC AND
AIRFIELD MARKING, WATERBORNE. IN THE APPROPRIATE COLOR (RED, WHITE, BLACK,
OR YELLOW).
2. PAVEMENT PAINT MUST ALSO CONSIST OF RETROREFLECTIVE GLASS BEADS
AVAILABLE UNDER FEDERAL SPECIFICATION TT-B-1325C
3. APPLY RETROREFLECTIVE MEDIA (GLASS BEADS) AT APPROXIMATELY 11 POUNDS TO
12 POUNDS PER GALLON OF PAINT OR 121 SQUARE FEET OF MARKED SURFACE AREA.
4. APPLY PAINT AT A WET FILM THICKNESS OF 12 MILS TO 14 MILS FOR A DESIRED DRY
FILM THICKNESS OF APPROXIMATELY 8 MILS. DO NOT ALLOW PAINT APPLICATION TO
EXCEED 40 MILS.
5. APPLY AT LEAST TWO LAYERS OF PAINT FOR ALL LETTERING AND WARNINGS SIGNS.
PAINT THICKNESS MUST NOT EXCEED 40 MILS.
6. TAXIWAY LEAD LINES EXTENDING FROM TAXIWAY ONTO AIRFIELD MUST EXTEND 200
FEET ONTO THE RUNWAY PARALLEL TO RUNWAY CENTERLINES. DISTANCE BETWEEN
EDGE OF RUNWAY CENTERLINE AND EDGE OF TAXIWAY LEAD LINE IS APPROXIMATELY
3 FEET.
7. SEVERAL AREAS AT APRONS HAVE BLACKED OUT MARKINGS MASKING OLD, OUTDATED
PAVEMENT MARKINGS. BLACK PAINT MUST BE REAPPLIED AT THESE AREAS TO KEEP
OUTDATED PAVEMENT MARKINGS FROM SHOWING THROUGH.
GENERAL NOTES
1. REPAINT VFR HOLD LINE AS INDICATED IN DETAIL 3/C-502
2. REPAINT INSTRUMENT HOLD LINE AS SPECIFIED IN DETAIL 2/C-502
3. REPAINT GROUND RECEIVER CHECKPOINT AS INDICATED IN DETAIL 1/C-502
4. REPAINT PAVEMENT EDGE MARKINGS AS INDICATED IN DETAIL 4/C-503
CIVIL KEYNOTES
4 YELLOW LINES
AND 5 BLACK SPACES
AT 6"
1 1
1 1
BLACK BACKGROUND
DASHES AND
SPACES 3' IN
LENGTH
6" CENTER LINE
6' EDGE STRIPE BLACK
BLACK
BACKGROUND
6 IN. THICK
BLACK LINE
6" THICK
YELLOW LINE
6" THICK
YELLOW LINE
6" THICK
BLACK LINE
EXAMPLE OF
COLOR SCHEME
EXAMPLE OF
COLOR SCHEME
NORTH
200'± 200'±200'± 200' LEAD-IN LINE 200' TANGENT TYP.200' 200'±
TAXIWAY LEAD IN LINES TO
HOLD POSITION 465±
TAXIWAY LEAD IN LINES TO
HOLD POSITION 920'±
TAXIWAY LEAD IN LINES TO
HOLD POSITION 650'±
TAXIWAY LEAD IN LINES TO
HOLD POSITION 820'±
TAXIWAY LEAD IN LINES TO
HOLD POSITION 900'±
AutoCAD SHX Text 19 C-130
AutoCAD SHX Text 17 C-130
AutoCAD SHX Text 20 C-130
AutoCAD SHX Text 21 C-130
AutoCAD SHX Text 22 C-130
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INS 30
AutoCAD SHX Text
AutoCAD SHX Text 23 C-130
ENTRY CONTROL POINT E C P
WARNING
RESTRICTED AREA
It Is Unlawful To Enter This Area Without Permission Of Installation Commander Sec. 21 Internal Security Act of 1950; U.S.C. 797 While On This Installation All Personnel And Property Under Their Control Are
Subject To Search
This Area Is Patrolled By Military Working Dog Teams
EDGE OF FULL STRENGTH PAVEMENT
LINE MARK BETWEEN FULL STRENGTH
PAVEMENT & APRON DRIVE, SOLID LINE
TYPICAL TAXIWAY AND APRON CENTERLINE MARKINGS
6 IN. RED RESTRICTION LINE
9'-0"
32'-0"
18'-0" 8'-0"
90'(±)
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C-503
3 TYP. WARNING MARKINGS
SCALE: 1:20
4 TYP. PAVEMENT EDGE
SCALE: NTS 5 TYP. TAXIWAY AND APRON STRIPE
SCALE: NTS
1 TYP. ECP MARKINGS
SCALE: NTS
2 SPECIAL ECP MARKINGS
SCALE: NTS
1. APPLY AT LEAST TWO LAYERS OF PAINT FOR ALL LETTERING AND WARNING SIGNS. PAINT
THICKNESS MUST NOT EXCEED 40 MILS.
2. ALL AIRFIELD WARNING SIGNS AT APRON EXITS MUST BE REPAINTED.
3. AT VARIOUS AREAS ALONG APRONS 1, 2, 3, AND BACKLINE, CONTRACTOR MUST MEASURE
ENTRY CONTROL POINT (ECP) SIGNS BEFORE PREPPING PAINT TO MATCH EXISTING
WHILE REMARKING. ECP SIGNS HAVE VARYING DIMENSIONS.
4. SEVERAL AREAS AT APRONS HAVE BLACKED OUT MARKINGS MASKING OLD, OUTDATED
PAVEMENT MARKINGS. BLACK PAINT MUST BE REAPPLIED AT THESE AREAS TO KEEP
OUTDATED PAVEMENT MARKINGS FROM SHOWING THROUGH.
GENERAL NOTES
6"
YELLOW LINE
6" BLACK STRIPE
3' -0
3'-0"
6" BLACK
6" YELLOW
REMARK BACKGROUND WHITE WITH 6 IN.
RED OUTLINE
REMARK ECP LETTERS IN RED
6 IN. RED RESTRICTION LINE
REMARK BACKGROUND WHITE WITH A 6 IN.
RED OUTLINE
REMARK ECP LETTERS IN RED
SIZE OF ECP MARKINGS VARY THROUGHOUT
APRONS. MATCH EXISTING DIMENSIONS
6" BLACK
EXAMPLE OF
COLOR SCHEME
EXAMPLE OF
COLOR SCHEME
AutoCAD SHX Text
USE OF DEADLY FORCE AUTHORIZED
ENTRY CONTROL POINT
| Sheets and Views |
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File details come from the government source that posted it. Updated .