Attachment 2 MAHG211127 Repair Apron 3 Drawings.pdf

3 MB Posted

Attached to
MAHG 21-1127 Repair Apron #3
Solicitation number
FA301023R0032
Issued by

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This set of construction drawings and specifications is for the repair of Apron #3 at Keesler Air Force Base in Biloxi, Mississippi. The project involves replacing sections of deteriorated concrete pavement slabs measuring approximately 20 feet wide by 24 feet long or 10 feet wide by 12 feet long. The drawings provide details for transverse and longitudinal joints, construction joints, thickened edges, dowels, and pavement markings to match existing conditions. Required work also includes remarking taxiway centerlines, parking stripes, and other markings. The specifications establish material and testing requirements for the concrete, base, and subbase layers. The solicitation is for a firm fixed-price contract to be awarded by the Department of the Air Force Air Education and Training Command to complete the repairs by a specified date.

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Other files

File Type Posted
Solicitation Amendment FA301023R00320002 SF 30.pdf PDF
Attachment 13 MAHG 211127 Questions and Answers Amendment 2 20230823.pdf PDF
Solicitation Amendment FA301023R00320001 SF 30.pdf PDF
Attachment 12 MAHG211127 Amendment 1.pdf PDF
MAHG 21-1127 Repair Apron 3 Site Vist Sheet.pdf PDF
Attachment 7 MAHG211127 Repair Apron 3 MSS.xls XLS spreadsheet
Attachment 4 MAHG211127 Repair Apron 3 Confined Space Entry Stormwater Reqs Attach B.pdf PDF
Attachment 1 MAHG211127 Repair Apron 3 SOW.pdf PDF
Attachment 6 MAHG211127 Concrete Mix Design Attach D.pdf PDF
Attachment 10 MAHG211127 Past Performance Reference List.pdf PDF
Solicitation - FA301023R0032.pdf PDF
Attachment 9 MAHG211127 Wage Det MS20230133 20230106.pdf PDF
Attachment 8 MAHG211127 Submittal Procedures.pdf PDF
Attachment 3 MAHG211127 Repair Apron 3 Geotextile Fabric Attach A.pdf PDF
Attachment 5 MAHG211127 Pavement Marking Attach C.pdf PDF
Attachment 11 MAHG211127 Past Performance Questionnaire.pdf PDF
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W110' H x 4' W

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H x 18' 10-1/4" W

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10' H x39-3/4" W

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W4, 10' Hx 4' W W5 10' H x 4' W

W6 10' H x 4' W

W7 10' H x 4' W

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W1110' H x 4' W

W1210' H x 3' 11-1/2" W

W1310' H x 4' W

W14 10' H x 4' W

PROJECT SITE

INDEX OF DRAWINGS

REPAIR APRON 3

KEESLER AFB, MS

KEESLER AFB, MISSISSIPPI

19 JULY 2023

NOT TO SCALE

LOCATION PLAN, AIRFIELD APRONS

INTERSTATE 10

U .S

. H W

Y

U.S. HWY 90

I-1

HARRISON COUNTY, MS

PROJECT SITE

NOT TO SCALE

VICINITY MAP

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REPAIR APRON 3

T1 TITLE SHEET

C1 AIRFIELD APRON LOCATION

C2 SLAB LOCATIONS

C3 TRANSVERSE JOINT DETAILS

C4 LONGITUDINAL JOINT

C5 DETAILS CONSTRUCTION JOINT

C6 DETAILS ADDITIONAL PAVEMENT DETAILS

G. REED

K.PAHLAVAN

K.PAHLAVAN 20 APRIL 2023

G.REED T1

7MAHG 21-1127

N/A

J. BERGERON

Attachment 2 FA301023R0032

AutoCAD SHX Text sq ft

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BASE OPERATIONS

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SQUADRON OPERATIONS

AutoCAD SHX Text NOTES: 1. CONCRETE SLAB, COMPRESSIVE STRENGTH, 4500PSI MINIMUM, PLACE WITH MAX SLUMP OF 3", FINISH MED. BROOM (MATCH EXISTING). PROVIDE 3 DAY AND 28 DAY COMPRESSION TEST BY MDOT APPROVED TESTING LAB; MINIMUM ONE TEST FOR EACH DAY CONCRETE PLACED UP TO 50 CY. ADDITIONAL TEST FOR EACH ADDITIONAL 50 CY PLACED PER DAY. 2. BASE TO BE 6" THICK CRUSHED GRAY LIMESTONE ROCK, SEE SPECS. 3. SUB-BASE, EXISTING MATERIAL GRADE AS REQUIRED AND COMPACT TO 95% STANDARD PROCTOR DENSITY. TESTED BY APPROVED TESTING LAB. 4. SEAL ALL NEW JOINTS AS PER SPECS. AND PLAN DETAILS. 5. ALL EXCESS MATERIALS AND REMOVED CONCRETE MATERIALS SHALL BE DISPOSED OF OFF SITE IN APPROVED AREA. 6. ALL WORKPEOPLE ON SITE MUST BE APPROVED BY AIR FIELD MANAGER AND DRIVING PERMITS WILL BE REQUIRED. 7. REINFORCING BARS AND DOWELS SHALL BE GRADE 60 WITH MIN. YIELD STRENGTH OF 60 KSI: WELDED WIRE MESH MUST BE IN SHEETS, (NO ROLLS ALLOWED) 6X6-W4XW4, CONFORMING TO ASTM A185. MESH MUST BE PLACED IN SLAB TO REMAIN LEVEL AND 3" BELOW TOP OF SLAB. METHOD OF PLACEMENT MUST BE APPROVED BY CSC DESIGN ENGINEER PRIOR TO CONSTRUCTION. 8. INITIAL SAW JOINT SHALL BE DONE WITHIN 36 HRS. OF FINAL PLACEMENT. 9. FINISH SURFACE GRADE-MATCH THE EXISTING PERIMETER GRADE OF CONCRETE SLABS TO REMAIN AND SLOPE TO NEW DRAIN. 10. PROTECT AND WORK AROUND ALL EXISTING PIPING PENETRATING SLAB AND TO REMAIN. PROTECT AND WORK AROUND ALL EXISTING VALVE COVERS AND COVER PLATES TO REMAIN AND ADJUST TO BE LEVEL WITH FINISH SURFACE OF CONCRETE SLAB. 11. RE-MARK PAINTED LEAD-IN LINES TO MATCH EXISTING (LINES LOCATED ON REMOVED CONCRETE SLABS). LEAD-IN LINES CONSIST OF A 6" YELLOW WITH 6" BLACK ON EACH SIDE OF IT. RE-MARK RESTRICTED LINES ON NORTH SIDE OF NEW TRENCH DRAIN. RE-MARK PAINTED 'ENTRY CONTROL POINT' ON SOUTH SIDE, INCLUDING RED LETTERS, WHITE BACKGROUND, AND 6" WIDE RED OUTLINE BORDER, TO MATCH EXISTING ECP REMOVED WITH REMOVED CONCRETE SLABS. RE-MARK 5 EACH WARNING SIGNS, MATCH EXISTING.

AutoCAD SHX Text N

AutoCAD SHX Text Main Entrance

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

AutoCAD SHX Text N

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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A. MARASCAMARASCA

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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

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DESIGNED:

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1 OF 9 OF 99

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NOTES:

1- EXISTING CONCRETE

PAVEMENT SLABS ARE

APPROXIMATELY 20FT WIDE BY

24 FT LONG OR 10FT WIDE BY 12

FT LONG.

2- 20 FT BY 24 FT SLAB COUNTS

AS TWO SLABS.

PROJECT SITE

K.PAHLAVAN

K.PAHLAVAN

G.REED

G.REED C1

19 JULY 2023 MAHG 211127 2 OF 7

J. BERGERON

APRON 3

NTS

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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DATE:

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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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A. MARASCAMARASCA

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A. MARASCA

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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

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DESIGNED:

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2 OF 9 OF 99

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G. REED

J. BERGERON G. REED

MAHG21-112720 APRIL 2023K.PAHLAVAN

Repair Apron 3

N / A

N / A

PLAN VIEW LAYOUT

SCALE: 1" = 20'-0"

GENERAL NOTES

1. CONTRACTOR ENCOURAGED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID

AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY CONDITIONS

DETRIMENTAL TO THE COMPLETION OF THE WORK AS DESIGNED.

2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES, FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS, SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY

DAMAGED ELEMENTS TO THE ORIGINAL CONDITIONS.

3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE OF WORK AND

SCHEDULE.

4. REFER TO MATERIAL SPECIFICATIONS IN SCOPE OF WORK FOR REQUIREMENTS AND

APPLICATIONS.

5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES, ANY UTILITY

ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION IS THE

RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO; THE

TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY

OF OVERHEAD POWER LINES SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER

APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ANY DAMAGES

TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE IMMEDIATELY AT NO ADDITIONAL

COSTS OR EXPENSE TO THE GOVERNMENT.

6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT

ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO

EMERGENCY VEHICLES RESPONSE TIMES.

7. CONTRACTOR IS REQUIRED TO GPS LOCATE ALL UTILITY LINES AND APPURTENANCES

IMMEDIATELY AFTER INSTALLATION FOR UPDATING RED-LINE AS-BUILT DRAWINGS MAINTAINED

ON-SITE BY CONTRACTOR.

8. ALL CRANES COMING ON BASE MUST BE FIRST COORDINATED WITH WITH COE/BASE TO GET

FULL EXTENSION AND EXPECTED DURATION. THIS MUST BE SUPPLIED TO THE AIRFIELD 6

WEEKS PRIOR TO CRANE'S ARRIVAL. CONTRACTOR MUST HAVE FAA TEMPORARY CRANE PERMIT

IN HAND PRIOR TO ANY CRANE ACTIVITY.

9. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE

SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE

WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE

IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATIVE REPRESENTATIVE SHALL BE

PROVIDED.

10. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL

STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF.

11. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S

OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND FINAL GRADING REQUIRED TO

COMPLETE THE WORK IN ACCORDANCE WITH THE ELEVATIONS, GRADES AND SECTIONS SHOWN

IN THESE DRAWINGS.

12. CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND PROCEDURES AS SET FORTH IN

MDOT STANDARD DETAILS, 2018 EDITION.

13. BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED WHEN LIGHTNING IS WITHIN 5

MILES.

14. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.

15. ANY VEHICLE BEING DRIVEN ON AIRFIELD APRON MUST BE DRIVEN BY AN AIRFIELD LICENSED

DRIVER. AIRFIELD DRIVING CLASSES MUST BE SCHEDULED AND TAKEN THROUGH AIRFIELD

OPERATIONS BEFORE AIRFIELD DRIVING LICENSE WILL BE ISSUED.

BUILDING 4278

Project AreasProject Area

K.PAHLAVAN C2

3 7

XX

Project Area

MOORING POINTS

NEW MARKINGS

MATCH EXISTING

MARKINGS

B-

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APPROVED

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DRAWN

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AIR EDUCATION AND TRAINING COMMAND

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DATE

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REVISION

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UNITED STATES AIR FORCE

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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DRAWING NUMBER:

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BILOXI

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SUBMITTED:

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CHECKED:

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DESIGNED:

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OFFICE OF CIVIL ENGINEERS

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KEESLER AIR FORCE BASE

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REPAIR APRON 3

TRANSVERSE PAVEMENT JOINT DETAIL

TRANSVERSE JOINT DETAIL AT FINAL

10'

12'

EXISTING

PAVEMENT

PROPOSED

PAVEMENT

9"+/- 1"

12"

EXISTING PAVEMENT

TO BE DRILLED TO

ACCOMODATE DOWEL

AND EPOXY.

DOWELS TO BE

PLACED WITHIN

SLABS WHERE

PROPOSED

PAVEMENTS MEET

EXISTING.

12"

4"

6"

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.

9"

JOINT FILLER

JOINT SEALANT

WELDED WIRE

FABRIC

PAVEMENT JOINT DETAILS:

WITHIN TRANSVERSE SLABS

WHERE NEW PAVEMENT

SHALL MEET EXISTING

PAVEMENT, INSTALL A 20 INCH

DEFORMED NO. 4 DOWEL

EVERY 15 INCHES, 6 INCHES

DEEP, PAINTED AND OILED TO

PREVENT CONCRETE

BONDING.

WHERE NEW SLAB MEETS

EXISTING SLAB, DRILL NEW

DOWEL OPENINGS IN EXISTING

PAVEMENT EVERY 15 INCHES,

6 INCHES DEEP, TO

ACCOMMODATE DOWEL FOR

PROPER LOAD TRANSFER.

PATCH HOLES WITH 3500 PSI

CONCRETE FOR CONCRETE

PAVEMENTS.

JOINTS SHALL BE 3/4 INCHES

WIDE. MAKE SURE ALL JOINTS

ARE CLEAN AND DRY BEFORE

INSTALLING 9 INCHES OF

JOINT FILLER, 3/4 INCH

DIAMETER BACKER ROD, AND

1 1/8 INCHES OF JOINT

SEALANT.

K.PAHLAVAN

K.PAHLAVAN

G.REED

G.REED

20 APRIL 2023 MAHG 21-1127 4 OF 7

NTS C3

J. BERGERON

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

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

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text

A. MARASCAMARASCA

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AIRFIELD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

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

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DESIGNED:

5 OF 9 OF 99

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REPAIR APRON 3

THICKENED EDGE LONGITUDINAL PAVEMENT JOINT DETAIL

THICKEDNED EDGE LONGITUDINAL JOINT DETAIL

PAVEMENT JOINT DETAILS:

INSTALL THICKENED EDGE JOINTS

WHERE NEW LONGITUDINAL PAVEMENT

SLABS MEET EXISTING PAVEMENT.

THE EDGE OF ALL THICKENED

PAVEMENT SLABS WHERE PROPOSED

SLABS WILL MEET EXISTING SHALL BE

15 INCHES THICK. THE SLAB SHALL

THEN TAPER DOWN ACROSS 5 FEET TO

12 INCHES THICK.

THICKENED EDGE JOINTS SHALL BE

INCHES WIDE. MAKE SURE ALL JOINTS

ARE CLEAN AND DRY BEFORE

INSTALLING 12 INCHES OF JOINT FILLER,

INCH DIAMETER BACKER ROD, AND 1

INCHES OF JOINT SEALANT.

9" +/- 1"

12"

12.0'

10'

EXISTING

PAVEMENT

PROPOSED

PAVEMENT

15"

THICKENED EDGE JOINT

7.5'5'

12"

12"

" BACKER ROD

JOINT FILLER

JOINT SEALANT

WELDED WIRE

FABRIC

9"

" BACKER ROD

4"

K.PAHLAVAN

K.PAHLAVAN G.REED

G.REED

C4

5 OF 72O APRIL 2023 MAHG 21-1127

J. BERGERON

NTS

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

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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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

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text

A. MARASCAMARASCA

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AIRFIELD

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C. STAFFORD

AutoCAD SHX Text

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

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DESIGNED:

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6 OF 9 OF 99

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GEOTEXTILE FABRIC SHALL BE INSTALLED

UNDER THE NEWLY POURED SLABS

Typewritten Text

Typewritten Text

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REPAIR APRON 3

INTERNAL CONSTRUCTION PAVEMENT JOINT DETAIL

CONSTRUCTION JOINT DETAIL

PAVEMENT JOINT DETAILS:

ALL INTERNAL CONSTRUCTION JOINTS

SHALL BE

INCHES WIDE. MAKE SURE

ALL JOINTS ARE CLEAN AND DRY

BEFORE INSTALLING 9 INCHES OF JOINT

FILLER,

INCH DIAMETER BACKER ROD,

AND 1

INCHES OF JOINT SEALANT. DO

NOT OVERFILL JOINT SEALANT.

12"

" BACKER ROD

JOINT FILLER

JOINT SEALANT

WELDED WIRE

FABRIC

" BACKER ROD

12'

12"

10'

INTERNAL CONSTRUCTION JOINTS

9" 9"

4"

K.PAHLAVAN

K.PAHLAVAN G.REED

G.REED

20 APRIL 2023 MAHG 21-1127 6 OF 7

C5

J. BERGERON

NTS

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

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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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

AutoCAD SHX Text

A. MARASCAMARASCA

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

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DESIGNED:

7 OF 9 OF 99

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REPAIR APRON 3

TYPICAL MOORING EYES DETAIL

ADDITIONAL PAVEMENT DETAILS:

REMOVE AND REPLACE MOORING EYES

TO MATCH EXISTING PAVEMENT

CONDITIONS. REFER TO THE MOORING

EYE DETAILS DRAWING SHOWN LEFT FOR

MOORING DIMENSIONS.

ADDITIONAL PAVEMENT DETAILS:

REMARK AIRFIELD APRON PAVEMENT

AFTER CONCRETE PAVEMENT

REINSTALLMENT TO MATCH EXISTING

CONDITIONS. REFER TO PAVEMENT

MARKING DETAILS SHOWN LEFT FOR

REMARKING DIMENSIONS.

TYPICAL PAVEMENT MARKING DETAIL

K.PAHLAVAN

K.PAHLAVAN

G. REED

G.REED

20 APRIL 2023 MAHG 21-1127

C6

J. BERGERON

NTS

AutoCAD SHX Text R3 1/4"

AutoCAD SHX Text R3/4"

AutoCAD SHX Text R3/4"

AutoCAD SHX Text

3/4" DIA. X 8' LONG

AutoCAD SHX Text 2 3/4"

AutoCAD SHX Text 2 1/4"

AutoCAD SHX Text

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

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

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SUBMITTED

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RECOMMENDED

AutoCAD SHX Text

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

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

AIRFIELD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

XXXX

AutoCAD SHX Text 11 12 2018

AutoCAD SHX Text

DESIGNED:

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MAHG 14-1010

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DESIGNED:

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9 OF 9 OF 99

Line

Sheets and Views
Apron_Repair_Redesign-Transverse
Apron_Repair_Redesign-Longitudinal
Apron_Repair_Redesign-Construction
Apron_Repair_Redesign-Additional_Details
Apron 3 Drawing new.pdf
T-1.pdf
Sheets and Views
T1.0
C-1.pdf
Sheets and Views
C1.0

File details come from the government source that posted it. Updated .