Attachment 2 - MAHG261006 - Drawings.pdf

PDF 1 MB Posted Aug 12, 2026

Attached to: Extend Perimeter Fence at Division St. Gate
Solicitation number: FA301026Q0032
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Aug 12, 2026

This file is a 100% design submittal for a construction project at Keesler Air Force Base in Biloxi, Mississippi. Project number MAHG261006 involves extending the perimeter fence at the Division Street Gate, with an issue date of June 2026. The design submittal includes seven sheets: a cover sheet, existing utility map, proposed site plan, sections, security gate details, security fence details, and fence connection details.

The proposed work includes installation of 8-foot and 10-foot high security impasse fencing with concrete footings and a mow strip along the fence line. The project requires construction of a new double swing gate (24 feet wide) at the Division Street Gate Road entrance, with gate hinges and bearing supports. New fencing will tie into existing perimeter fence at two locations, spanning approximately 201 feet-9 inches along Division Street. The security fence system features I-beam posts spaced 8 feet on center, specially formed high-strength corrugated pale (14 gauge) with rails (12 gauge), and concrete footings. All work must comply with Unified Facilities Criteria (UFC), National Electrical Code (NEC), and other applicable federal and state regulations. The contractor is required to conduct comprehensive field verification of existing site conditions, obtain ground penetrating radar (GPR) for utility location, and coordinate with existing utilities and systems.

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Other files

File	Type	Posted
Solicitation Amendment - FA301026Q00320003.pdf	PDF	Sep 1, 2026
Solicitation Amendment FA301026Q00320003 SF 30.pdf	PDF	Sep 1, 2026
Attachment L-02 Past Performance Questionnaire.pdf	PDF	Sep 1, 2026
Solicitation Amendment FA301026Q00320002 SF 30.pdf	PDF	Aug 25, 2026
Attachment 7 - MAHG261006 Additional Questions and Answers.pdf	PDF	Aug 25, 2026
Solicitation Amendment - FA301026Q00320002.pdf	PDF	Aug 25, 2026
Attachment 6 - MAHG261006 Questions and Answers.pdf	PDF	Aug 21, 2026
Solicitation Amendment FA301026Q00320001 SF 30.pdf	PDF	Aug 21, 2026
Solicitation Amendment - FA301026Q00320001.pdf	PDF	Aug 21, 2026
MAHG261006 Extend Perimeter Fence at Division St. Gate - Pre-Bid Site Visit Sign-In.pdf	PDF	Aug 17, 2026
Attachemnt 5 - MAHG261006 - Submittal Procedures.pdf	PDF	Aug 12, 2026
Attachment L-01 - Past Performance Reference List.pdf	PDF	Aug 12, 2026
Solicitation - FA301026Q0032.pdf	PDF	Aug 12, 2026
Attachment 1 - MAHG261006 - Specifications.pdf	PDF	Aug 12, 2026
Attachment 4 - MAHG261006 - Wage Determination MS20260050.pdf	PDF	Aug 12, 2026
Attachment 3 - MAHG261006 - MSS.xlsx	XLSX spreadsheet	Aug 12, 2026
Attachment L-02 - Past Performance Questionnaire.pdf	PDF	Aug 12, 2026

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B ST

A ST

DIVISON ST GATE ROAD

C O

M M

R Y

R O

C ST

H S

PROJECT LOCATION:

ISSUE DATE:

KEESLER AIR FORCE BASE BILOXI, MS

PROJECT NUMBER:

EXTEND PERIMETER FENCE AT DIVISION ST. GATE

MAHG261006

JUNE, 2026

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

F O

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, M

E N

S Q

R O

, M S

SHEET ID

C O

S H

T N

U M

: M

N D

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S U

G-001

N .K

O O

E, Sheet List Table

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

CIVIL

C-100 EXISTING UTILITY MAP

C-101 PROPOSED SITE PLAN

C-300 SECTIONS

C-500 SECURITY GATE DETAILS

C-501 SECURITY FENCE DETAILS

C-502 FENCE CONNECTION DETAILS

Attachment 2 - MAHG261006

WWWWWWW

W W W W W W W W W W W W W

W W

W S

S S

S S S S S S S S S S S S S S S S S S S S S S S S S S

SSSSSSSSSSSSSSS

S S

S S S S S S S

SSSSSSSSSSSSSSSSSSSS

ELEC ELEC ELEC ELEC ELEC ELEC

ELEC ELEC

ELEC

ELEC ELEC ELEC ELEC

COMMS COMMS COMMS COMMS COMMS

C O

M M

S C

O M

M S

C O

M M

S C

O M

M S

C O

M M

N S

4" PVC

DUCT BANK

3" PVC

18"6"

4" SS INTO BUILDING

24"

18"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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B Y:

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SHEET ID

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SHEET ID

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C-100

N . K

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E, LEGEND

1 EXISTING UTILITY SITE PLAN

SCALE: 1/16" = 1'-0"

EXISTING FENCING

GAS EXISTING GAS LINE

SS EXISTING SANITARY SEWER LINE

W EXISTING WATER LINE

ELEC EXISTING ELECTRICAL LINE

EXISTING

COMMS EXISTING COMMUNICATION LINE

S S EXISTING STORM DRAINAGE LINE

201'-9"±

N S

'-1

-0

'-0

'-3

75'-0"

WWWWWWW

W W W W W W W W W W W W W

W W

W S

S S

S S S S S S S S S S S S S S S S S S S S S S S S S S

SSSSSSSSSSSSSSS

S S

SSSSSSSSSSSSSSSSSSSS

ELEC ELEC ELEC ELEC ELEC ELEC

ELEC ELEC

ELEC

ELEC ELEC ELEC ELEC

COMMS COMMS COMMS COMMS COMMS

C O

M M

S C

O M

M S

C O

M M

S C

O M

M S

C O

M M

2°

8' H IMPASSE FENCE

MOW STRIP

TYP.

10' H IMPASSE FENCE

TYP.

'-7

TIE NEW FENCE INTO

EXISTING FENCEEXISTING PERIMETER FENCE

9' -9

S S

S S S S S S S

3" PVC

18"6"

4" SS INTO BUILDING

24"

18"

4" PVC

DUCT BANK

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

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SHEET ID

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C-101

N . K

O O

E, 1 SITE PLAN

SCALE: 1/16" = 1'-0"

LEGEND

NEW

EXISTING

CONCRETE

EARTHWORK

EXISTING EARTH

EXISTING ELECTRICAL LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAINAGE LINE

EXISTING WATER LINE

EXISTING COMMUNICATION LINE

EXISTING GAS LINE

EXISTING FENCE

NEW DOUBLE SWING GATE

NEW FENCE WITH MOW STRIP

1. COMPLY WITH ALL FEDERAL, STATE, LOCAL, AND AIR FORCE REGULATIONS.

2. BEFORE STARTING ANY WORK, THOROUGHLY INSPECT AND DOCUMENT THE

EXISTING CONDITIONS OF THE CONSTRUCTION AREA AND ADJACENT

PROPERTIES. THIS DOCUMENTATION WILL SERVE AS A BASELINE TO PREVENT

DISPUTES REGARDING DAMAGE POTENTIALLY CAUSED BY CONTRACT-RELATED

ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE

OR CONTAMINATION RESULTING FROM WORK ACTIVITIES AT NO ADDITIONAL

COST TO THE GOVERNMENT.

3. CONDUCT A COMPREHENSIVE FIELD VERIFICATION OF EXISTING SITE

CONDITIONS BEFORE ANY WORK BEGINS. ALL DISCREPANCIES MUST BE

REPORTED TO THE CONTRACTING OFFICER IN WRITING IMMEDIATELY.

4. PROTECT ALL EXISTING EQUIPMENT, FURNISHINGS, AND FINISHES FROM DUST,

PAINT, AND DEBRIS.

5. PROMPTLY REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS FROM THE

PROJECT SITE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, LOCAL

LAWS AND REGULATIONS.

6. MAINTAIN A CLEAN AND ORDERLY JOB SITE AT ALL TIMES.

7. REPORT ALL MISHAPS INVOLVING AIR FORCE PERSONNEL, PROPERTY, OR

EQUIPMENT TO THE CONTRACTING OFFICER.

8. COORDINATE INSTALLATION OF EXISTING EQUIPMENT, SYSTEMS AND

DISCIPLINES.

9. IF PERSONNEL ENCOUNTER SUSPECTED ASBESTOS OR STOP WORK

IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER.

10. PROVIDE HAZARDOUS MATERIALS LIST, QUANTITIES, AND SAFETY DATA

SHEETS TO CONTRACTING OFFICER BEFORE WORK BEGINS.

11. CONTRACTOR IS URGED TO PERFORM ALL WORK TO PREVENT INTERFERENCE

WITH ECOLOGICAL BALANCE OF THE ENVIRONMENT.

12. GOVERNMENT PROVIDED AS-BUILTS ARE FOR REFERENCE ONLY.

13. ALL WORK MUST CONFORM TO THE LATEST VERSIONS OF:

· UNIFIED FACILITIES CRITERIA (UFC)

· STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

· INTERNATIONAL MECHANICAL CODE (IMC)

· AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

· THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL

ASSOCIATION (SMACNA)

· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

· NATIONAL ELECTRICAL CODE (NEC)

14. GPR REQUIRED FOR LOCATION OF UTILITIES AT START OF PROJECT TO ENSURE

UTILITIES ARE AVOIDED.

GENERAL NOTES

COMMS

ELEC

GAS

S S

2- #5 REBAR CONTINUOUS

#5 REBAR AT 2'-0" -O.C.

CONCRETE FOOTING

FOR FENCE POST BEYOND

4000 PSI CONCRETE

TO PROVIDE 1" HIGH CROWN

FOR DRAINAGE1" +/- CROWN

(MIN.)

SECURITY FENCE POST

EXISTING GRASS

TYP.

2'-0"

6" TYP. 3" MIN. 3" MIN.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

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C-300

N . K

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E, 1 MOW STRIP AT FOOTING CROSS SECTION

SCALE: N.T.S.

1. CONTRACTOR REQUIRED 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.

GENERAL NOTES

ASPHALT/ASPHALT DEMOLTION

EARTHWORK

NEW GRASS

LEGEND

24'-0"

1' -5

2' -5

8' -0

4' -0

0' -2

" N O

2'-0" TYP.

24'-0"

0'-3 1/4" TYP.

2'-0" TYP.6"

0'-8 3/4"

4' -0

2'-0" TYP.

GATE HINGES SUPPORT TO BE

INSTALLED 2 ON EACH GATE

2" BEARING SUPPORT TO BE

INSTALLED ON EACH GATE

I-BEAM POST

0' - 2 3/4" PALE (14 Ga.)

RAIL (12 Ga.)

SEE DETAIL 3 / C - 501

CONCRETE FOOTING

6" WHEEL

TYP.

1 GATE DETAILS

SCALE: 3/4" = 1'-0"

GENERAL NOTES

1. CONTRACTOR SHALL FIELD MEASURE ALL LOCATION AND ENSURE FENCE/GATE

SYSTEMS CAN CONNECT TO EXISTING FENCE WITHOUT REMOVAL OF FENCE NOT

PROPOSED FOR DEMOLITION. BY AMERISTAR TO MATCH EXITING SYSTEM.

2. ALL INSTALLATION SHALL BE PER MANUFACTURER'S REQUIREMENTS.

3. ALL GATES SHALL INCLUDE DROP RODS WITH PIPE SLEEVES.

4. ENSURE THAT THE GATE WILL SWING INWAORD

KEYNOTES

1. PROVIDE ONE 6" WHEEL FOR EACH GATE

ELEVATION GATE POST SECTION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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C-500

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E, 0'-2 1/8"

0' -2

"NO-MAR" POLYESTER

POWDER FINISH COAT

BASE STEEL MATERIAL

UNIFORM ZINC COATING

(HOT DIP GALVANIZED)

PHOSPHATE & CONVERSION

COATING

EPOXY BASE COAT

8 3/4"

3' -0

10" TYP.

SECURITY FASTENER

PREVENTS TAMPERING OR

REMOVAL BY COMMON TOOLS

RAIL:

SPECIALLY FORMED HIGH

STRENGTH ARCHITECTURAL

SHAPE; LOWER LIP CONTOURED

TO CARRY- STEEL CABLE AND/OR

SENSOR CABLES FOR SECURITY.

SPECIALLY FORMED HIGH STRENGTH CORRUGATED

SHAPE; RESISTS PRYING OR BENDING; BOLT HOLES

RECESSED TO PREVENT CHISELING

OF BOLT HEAD.

POST:

SPECIALLY FORMED I-BEAM;

PRE-PUNCHED FOR MULTIPLE

RAIL OPTIONS

8'-0" O.C. NOM.

H H

H T

I-BEAM POST

0'-2 3/4" PALE (14 Ga.)

RAIL (12 GA)

(SEE DETAIL 3)

3' -0

2' -7

" 2" N

O M

0'-10" TYP.

3 1/4" TYP.

CONCRETE

FOOTING

2 I-BEAM POST SECTION

SCALE: N.T.S. 1 TYPICAL FENCE SECTION

SCALE: N.T.S.

TYPICAL FENCE ISOMETRIC DETAIL

SCALE: N.T.S.

C-501

1. 3"(76.2) X 12 Ga. I-BEAM RECOMMENDED FOR 8' HEIGHTS.

2. FENCING PER MANUFACTURER RECOMMENDATIONS TO MEET UFC 4-022-03.

GENERAL NOTES

4 RAIL DETAIL

SCALE: N.T.S.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

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C-501

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E, 1 FENCE CONNECTION DETAIL

SCALE: NTS3 EXPANSION BOLT DETAIL

SCALE: N.T.S. 2 HEX HEAD SCREW DETAIL

SCALE: N.T.S.

4 L-BRACKET DETAIL

SCALE: 1:1

5 CONNECTION DETAIL

SCALE: NTS

1'-6"

FENCE POST

TYP.

THREAD

LENGTH

5/ 8"

15/16"

5/8"-11

5/ 8"

3/8"

5/8"

1/4"

3/4" DIA.

STAINLESS STEEL

MAT.

STAINLESS STEEL

MAT.

STAINLESS STEEL

MAT.

NEW PERIMETER FENCE TO BE

BOLTED TO EXISTING FENCE POST

AT EACH RAIL LOCATION.

SEE DETAILS 2 / C502, 3 / C502, 4 / C502, 5 / C502.

POST

TYP.

EXPANSION BOLT WILL CONNECT

TO EXISTING ANCHOR POST

THROUGH THE BRACKET.

SEE DETAIL 3 FOR EXPANSION BOLT

BOLT BRACKETS TOGETHER

USING A HEX SCREW.

SEE DETAIL 4 FOR SCREW

HEX SCREW WILL CONNECT

THE BRACKET TO THE NEW

PERIMETER FENCE.

SEE DETAIL 4 FOR SCREW

2"15/16"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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C-502

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O O

File details come from the government source that posted it. Updated Aug 12, 2026.