RTA DRAWINGS.pdf
PDF 17 MB Posted
- Solicitation number
- W9127821R0026
About this file
This document provides details on a federal contract opportunity for design and construction services. The U.S. Army Corps of Engineers Engineering District Mobile is soliciting proposals to design and build a new main entry control facility at Patrick Air Force Base in Florida. Key requirements include construction of a privately owned vehicle gatehouse, visitor center, inspection facility, and overwatch area. The NAICS code listed is 236220 and this opportunity is set aside for small businesses with average annual receipts less than $39.5 million for the past three years. Interested offerors must register with SAM.gov in order to download the solicitation documents from beta.SAM.gov. The solicitation number is W9127821R0026 and proposals are due electronically by the date specified in the RFP. The document provides contact information and notes regarding the site visit, question submission process through ProjNet, and where to find other Mobile District contracting opportunities.
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Other files
| File | Type | Posted |
|---|---|---|
| AM03 for W9127821R0026.pdf | ||
| AM02.pdf | ||
| AM02 DRAWINGS.pdf | ||
| W9127821R0026 AM01.pdf | ||
| W9127821R0026 - Site Visit Sign in Sheet-03-01-2021.pdf | ||
| VOL2.PDF | ||
| VOL1.PDF | ||
| VOL3.PDF | ||
| EM 385-1-1.pdf |
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Text version
US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
PATRICK AIR FORCE BASE, FLORIDA
BREVARD COUNTY
MOBILE DISTRICT PROJECT CODE : MEF20007
RFP NUMBER : W912782R0026
MAIN GATE RELOCATION
FEBRUARY 2021
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
U S
A
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
M O
B I L
I S
T R
I C
T
M O
B I L E
A
L A
B A
M A
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9
S
A I N
T
J O
S E
P H
I N
E
S
T R
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T
M
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KR
FINAL DESIGN-BUILD RFP - NOT FOR CONSTRUCTION
x
P A
T R
I C
K
A
F B
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W
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I A
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Y
P R
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C o
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M A
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W D
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A T
I O
N
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S I G
N
B
Y
S I Z
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C O
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N
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S U
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D
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P R
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B E
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F I L
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N
A M
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STATE OF FLORIDA
NOT TO SCALE
PATRICK
AIR FORCE BASE
ORLANDO
JACKSONVILLE
TALLAHASSEE
PENSACOLA
TAMPA
MIAMI
BASE VICINITY MAP
NOT TO SCALE
N
N
PATRICK
AIR FORCE BASE
BASE LOCATION PLAN
NORTH
NOT TO SCALE
COMMERCIAL GATE
PROJECT SITE
PINEDA CAUSEWAY (
S. R. 404)
EAST GATE
S
A
T
L
A
N
T
A
V
R
A
A
SOUTH GATE
M
G
I L L
T
S
H A
F F
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A
S
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L
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W A
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G-
1.D
WG
L O
C A
T I O
N
M
A P
S
A
H E
D E
X
G-001
DEMOLITION DRAWINGS (FOR INFORMATIONAL PUPOSES ONLY)
A-2
A-2
A-2
A-2
290 SF
WAITING
482 SF
LOBBY
102219 SF
ID
CHECKING
308 SF
ADMINISTRATION
65 SF
NCIC OFFICE
68 SF
IT / COMM
51 SF
STORAGE
51 SF
BRIEFING
75 SF
VESTIBULE
167 SF
COVERED
PATIO
71 SF
MECH / ELEC
39 SF
JAN
48 SF
MEN
46 SF
WOMEN
250 SF
PATIO
A-2
A-2
SIGN IN KIOSK /
TICKET NUMBER
SEATING FOR 10 MIN.
TV
PHOTO
BACKDROPS (4)
ACCESSIBLE
COUNTER
DBIDS
PRINTER
42" HIGH
COUNTER
3' - 9"
BASE CABINET
STORAGE AND
SUPPORT
SYSTEMS
EQUIPMENT
CHARGING
STATION
COFFEE
BAR
AC CONDENSER
WATER
COOLERS
DISPLAY WALL
4'-8" MIN SCREEN WALL
WALK-OFF MAT
55' - 4"
8'
0"
6' - 0" 35' - 4" 14' - 0"
COUNTERTOP, BACKSPLASH,
BASE AND WALL CABINETS
UPS
LOCATION
1. PROVIDE PHOTO ID CAPABILITY AT
PROCESSING STATION WITH A PHOTO
BACKDROP.
2. PROVIDE CONDUIT AND WIRING AT EACH
PROCESSING STATION FOR A DURESS
ALARM.
3. PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH
PROCESSING STATION.
4. PROVIDE DEFENSE BIOMETRIC
IDENTIFICATION SYSTEM (DBIDS)
TERMINAL AT ID CHECKING.
5. ALL STANDARD COUNTERTOPS ARE 36"
A.F.F. UNLESS NOTED OTHERWISE.
6. ALL BUILDINGS SHALL BE MINIMUM
BALLISTIC RESISTANT UL 752 LEVEL III.
7. ALL EXTERIOR DOORS AND FRAMES
SHALL BE ALUMINUM.
8. ALL WINDOWS AND OPENINGS SHALL BE
DESIGNED FOR APPLICABLE WIND AND
IMPACT COMPLIANCE.
NOTES
US Army Corps of Engineers ®
SHEET ID
U S
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D R
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2 3 4 5 6 7 8 9 10
F
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C R
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A-1
VISITOR
AR
CH
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EC
TU
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PL
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AN
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PA
TR
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B, F
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IA
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IA
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9, RFP DESIGN CRITERIA
DE
SI
G N
SE
RV
IC
ES
F O
R
RE
LO
CA
TI
O
N O
F M
AI
N
G
AT
E W
2H
N -1
7- D
-0
-C K0
1/4" = 1'-0"1 OVERALL PLAN
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
2 AXONOMETRIC 1
3 AXONOMETRIC 2
PLAN NORTH
VISITOR CENTER
GROSS SQUARE
FOOTAGE = 2,095 GSF
4"
1'-0" 4"
1'-0"
4"
1'-0"
4"
1'-0"
ALUMINUM DOOR AND FRAME
FINISH FLOOR
0"
ROOF
11' - 0"
4"
1'-0"
4"
1'-0"
4"
1'-0"
CEILING HGT
9' - 6"
CLAY TILE ROOF
COPPER GUTTER
STUCCO FASCIA TRIM
(COLOR 3)
COPPER DOWNSPOUT
ACCENT BAND
ANODIZED ALUMINIUM WINDOW
( INSULATED / TINTED GLAZING)
STUCCO ON CMU
(COLOR 1)
STUCCO ON CMU
(COLOR 2)
4"
1'-0"
4"
1'-0"
4"
1'-0"
ANODIZED ALUMINUM
WINDOWS (INSULATED /
TRANSLUCENT)
ALUMINUM DOOR AND FRAME
4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0"4"
1'-0"
4"
1'-0"
FINISH FLOOR
0"
ROOF
11' - 0"
308 SF
ADMINISTRATION
219 SF
ID
CHECKING
482 SF
LOBBY
290 SF
WAITING
CEILING HGT
9' - 6"
WALL
CABINETS
BASE
CABINETS
GWB INTERIOR FACE,
INSULATION, CMU,
STUCCO FINISH
CLAY TILE ROOF,
NAILABLE BASE,
INSULATION ON METAL
DECK
US Army Corps of Engineers ®
SHEET ID
U S
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N N
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2 3 4 5 6 7 8 9 10
F
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B
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A-2
VISITOR
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NS
A
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IA
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9, RFP DESIGN CRITERIA
DE
SI
G N
SE
RV
IC
ES
F O
R
RE
LO
CA
TI
O
N O
F M
AI
N
G
AT
E W
2H
N -1
7- D
-0
-C K
3/16" = 1'-0"1 NORTH ELEVATION
3/16" = 1'-0"2 EAST ELEVATION
3/16" = 1'-0"3 SOUTH ELEVATION
3/16" = 1'-0"4 WEST ELEVATION
3/16" = 1'-0"6 SECTION
3/16" = 1'-0"5 SECTION 8'4' 16'0
SCALE: 3/16" = 1'-0"
8'4' 16'0
SCALE: 3/16" = 1'-0"
7 PERSPECTIVE A
8 PERSPECTIVE B
A-4
A-4
A-4
A-4
A-4
A-3
FINAL DENIAL BUTTON
FINAL DENIAL
BUTTON
FINAL DENIAL
CONTROL PANEL
80' - 0"
OUTLINE OF
CANOPY ABOVE
OUTLINE OF
CANOPY ABOVE
CANOPY COLUMN (TYPICAL OF 6)
BARRIER
ANTI-RAM WALL
SET BACK 18"
FROM FACE OF
CURB (TYPICAL)
PORTABLE TRAFFIC
CONTROL DEVICE STORAGE
24' - 0" 9' - 0"
1'
0" 4'
0"
3'
0"
RECESSED BOLLARD SLEEVES
RECESSED BOLLARD SLEEVES
RECESSED BOLLARD SLEEVES
A-7
ANTI-RAM WALL
SET BACK 18"
FROM FACE OF
CURB (TYPICAL)
ANTI-RAM WALL
SET BACK 18"
FROM FACE OF
CURB (TYPICAL)
4"
1' -0
4"
1' -0
4" / 1'-0"4" / 1'-0"
4"
1' -0
4"
1' -0
CLAY TILE ROOF
OUTLINE OF CANOPY ABOVE
CANOPY COLUMN
COPPER GUTTER
AND DOWNSPOUTS
TO SPLASH BLOCK
A-4
195 SF
GUARD
OFFICE
20 SF
STORAGE
20 SF
TR
47 SF
RESTROOM
83 SF
BREAK
27 SF
ID
CHECK
2'
4"
31' - 4"
AC CONDENSER
UNDER COUNTER
REFRIGERATOR
EQUIPMENT CHARGING
DUTY WEAPON STORAGE
(ABOVE)
DBIDS TERMINAL / PRINTER -
STANDING HEIGHT
WORKSURFACE WITH
SUPPORT AND STORAGE
FINAL DENIAL
CONTROL
PANEL
14'-0 LONG X 4'-8"
HIGH SCREEN WALL
CANOPY COLUMN
CRASH
ATTENUATOR
CANOPY COLUMN
11' - 4" 12' - 8"
29" AFF WORKSURFACE
29" AFF WORKSURFACE
1. ID CHECKING AREA SHALL BE COVERED AND
PROTECTED FROM THE ELEMENTS.
VISUAL/DESIGN INTEGRATION OF THE LANE
CLOSURE SIGNAGE IS REQUIRED.
2. DIMENSIONS ARE NOT ABSOLUTE; BASED ON
THE UFC 4-022-01 (SECURITY ENGINEERING:
ENTRY CONTROL FACILITIES / ACCESS
CONTROL POINTS), SDDCTEA PAMPHLET 55-15
(TRAFFIC AND SAFETY ENGINEERING FOR
BETTER ENTRY CONTROL FACILITIES), AND
ENTRY CONTROL FACILITY DESIGN GUIDE.
3. DUTY WEAPONS STORAGE AND EQUIPMENT
CHARGING STATIONS LOCATED ABOVE
STORAGE CABINETS.
4. PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH ID
CHECK STATION.
5. PROVIDE UNDER COUNTER REFRIGERATOR,
SINK AND MICROWAVE AT BREAK COUNTER.
6. PROVIDE DRAINAGE UNDER CANOPY TO
PREVENT STANDING WATER.
7. PROVIDE BALLISTIC PROTECTION EQUIVALENT
TO UL 752 LEVEL V AT EXTERIOR ENVELOPE
(WINDOWS, DOORS, WALLS AND OTHER
EQUIPMENT).
8. CROSSWALK LOCATION TO BE DETERMINED BY
SITE CIRCULATION REQUIREMENTS.
9. ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
10. NO EXPOSED CONDUIT OR WIRING IN ID CHECK
STATIONS
11. ALL EXTERIOR DOORS AND FRAMES SHALL BE
ALUMINUM.
12. ALL WINDOWS AND OPENINGS SHALL BE
DESIGNED FOR APPLICABLE WIND AND IMPACT
COMPLIANCE.
NOTES
US Army Corps of Engineers ®
SHEET ID
U S
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D R
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N N
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2 3 4 5 6 7 8 9 10
F
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B
A
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D
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C R
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A-3
GATE
AR
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PA
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B, F
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Q . B
IA
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Q . B
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9, RFP DESIGN CRITERIA
DE
SI
G N
SE
RV
IC
ES
F O
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RE
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CA
TI
O
N O
F M
AI
N
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AT
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2H
N -1
7- D
-0
-C K0
1/8" = 1'-0"4 OVERALL PLAN
1/4" = 1'-0"2 ROOF PLAN
1/4" = 1'-0"1 ENLARGED FLOOR PLAN
INBOUND LANE
BYPASS LANE
LANE OPEN/CLOSED
SIGNAL ABOVE
6" RAISED CURB
(TYPICAL)
3 PERSPECTIVE 1 - Bid Option 2
PLAN NORTH
GATE HOUSE BUILDING 467 GSF
CANOPY 3,840 GSF
ID CHECK 36 GSF (4 EACH)
LANE OPEN/CLOSED
SIGNAL ABOVE
4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0" 4"
1'-0"
CLAY TILE ROOF
ACCENT BAND
STUCCO FASCIA (COLOR 3)
STUCCO BASE
(COLOR 2)
STUCCO (COLOR 1)
BALLISTIC LEVEL V
GLAZING
CRASH ATTNEUATOR
CANOPY FRAMING
TRANSLUCENT CANOPY WITH
INTEGRAL DRAINAGE SYSTEM
CANOPY
STRUCTURAL
FRAMING
3'
4"
FINISH FLOOR
0' - 0"
ROOF
10' - 6"
GUARD
OFFICE STORAGE RESTROOM BREAK
4"
1'-0"
4"
1'-0"
CANOPY CLEAR A.F.F.
17' - 6"
2'
5"
WORKSURFACE AND SUPPORTS
BALLISTIC GLAZING WALL STORAGE CABINETS
COUNTERTOP W/ BACKSPLASH
BASE CABINETS
COPPER GUTTERS AND DOWNSPOUTS
CLAY TILE ROOF SYSTEM
SUSPENDED CEILING SYSTEM
UNDERCOUNTER REFRIGERATOR
MICROWAVE OVEN
FINISH FLOOR
0' - 0"
ROOF
10' - 6"
GUARD
OFFICE
ID CHECK
4"
1'-0"
4"
1'-0"
CANOPY CLEAR A.F.F.
17' - 6"
2'
5"
3'
4"
41' - 6"
M
IN
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AR
US Army Corps of Engineers ®
SHEET ID
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2 3 4 5 6 7 8 9 10
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PA
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B, F
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VI
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F
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7- D
-0
-C K
AR
CH
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TU
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NS
A
ND
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Bi d
O pt io n
1/4" = 1'-0"1 NORTH ELEVATION - Bid Option 2
1/4" = 1'-0"5 SOUTH ELEVATION - Bid Option 2
1/4" = 1'-0"2 WEST ELEVATION -Bid Option 2
1/4" = 1'-0"3 SECTION
1/4" = 1'-0"4 SECTION - Bid Option 2
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
A-6
A-6
A-6
A-6
520 SF
INSPECTION BAY
145 SF
EQUIPMENT
STORAGE
98 SF
DRIVER WAITING
A-6
A-6
DROP ARM GATE
BARRIER
CONTROL
ACTIVATION
WORKSTATION
EQUIPMENT
CHARGING
STATION
K9 CALMING
INSPECTION
EQUIPMENT
STORAGE
AC
CONDENSER
4'-8" SCREEN
WALL
ONE-WAY
VISION GLASS
BOLLARD
COIL ROLL-UP
DOOR 12' X 14'
MINIMUM
30' - 8"
4"
1' -0
4"
1'
-0
4" / 1'-0" 4" / 1'-0"
34' - 2"
INSPECTION BAY
EQUIPMENT
STORAGEDRIVER WAITING
SECURITY FORCE
VEHICLE STAGING
1. COVER AND PROTECT VEHICLE INSPECTION AREA
FROM THE ELEMENTS.
2. SCREEN VISIBILITY TO PREVENT OBSERVATION OF
THE INSPECTION OPERATION.
3. PROVIDE CEILING MOUNTED INSPECTION MIRRORS
WITHIN THE INSPECTION BAY.
4. PROVIDE VENTILATION IN ACCORDANCE TO ASHRAE
TO MITIGATE VEHICLE EXHAUST.
5. LOCATE COMM / IT EQUIPMENT WITHIN THE
EQUIPMENT STORAGE ROOM.
6. PROVIDE INTERIOR HOSE BIB FOR WASH DOWN AND
DRAINAGE. (NOT SHOW FOR CLARITY)
7. PROVIDE DOOR ANNUNCIATOR AT DRIVER WAITING.
8. ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
9. INSPECTION BAY TO MAINTAIN 14'6" CLEAR
INCLUDING MECHINCAL AND ELECTRICAL.
10. ALL EXTERIOR DOORS AND FRAMES SHALL BE
ALUMINUM.
11. ALL EXTERIOR WINDOWS AND OPENINGS SHALL BE
DESIGNED FOR APPLICABLE WIND AND IMPACT
COMPLIANCE.
12. ALL EXPOSED STEEL FRAMING, TRUSSES AND DECK
IN INSPECTION BAY SHALL BE GALVANIZED FOR
EXTERIOR GRADE CONSTRUCTION METHODS.
NOTES:
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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N N
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2 3 4 5 6 7 8 9 10
F
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D
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B
A
D
AT
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AR
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D
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C R
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A-5
INSPECTION
AR
CH
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TU
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PA
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9, RFP DESIGN CRITERIA
D
ES
IG
N
S
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VI
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ES
F
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O C
AT
IO
N O
F M
AI
N
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AT
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2H
N -1
7- D
-0
-C K
1/4" = 1'-0"1 POV FLOOR PLAN
1/8" = 1'-0"2 TO MASONRY
3 AXONOMETRIC
1/8" = 1'-0"4 OVERALL PLAN
PLAN NORTH
8'4' 16'0
SCALE: 1/8"=1'-0"
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
POV INSPECTION BUILDING
GROSS SQUARE FEET = 875 GSF
4"
1'-0"
ALUMINUM DOOR AND FRAME
TYPICAL ALL EXTERIOR DOORS
4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0"
CLAY TILE
ACCENT TRIM
STUCCO (COLOR 1)
STUCCO BASE (COLOR 2
STUCCO FASCIA (COLOR 3)
STUCCO (COLOR 1)
4"
1'-0"
4"
1'-0"
145 SF
EQUIPMENT
STORAGE
520 SF
INSPECTION BAY
4"
1'-0"
4"
1'-0"
COPPER GUTTER
INSULATED
ALUMINUM OH COIL
DOOR
DEMISING WALL BETWEEN
INSPECTION BAY AND DRIVER
WAITING & EQUIPMENT STORAGE
VENTILATE ENCLOSED
AREA ABOVE
SUSPENDED CEILING.
PROVIDE ACCESS
FOR FIRE
RESPONDERS
4"
1'-0"
4"
1'-0"
5/8" GWB ON MTL ROOF
TRUSS
COPPER GUTTER
SPLASH BLOCK
WINDOW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
T
IO
N
A-6
INSPECTION
A R
C H
IT
E
C T
U R
A L
E L
E V
A T
IO
N
S A
N D
S E
C T
IO
N
S
P A
T R
IC
K
A F
B
F L
O R
ID
A
Q B
IA
G
I
T H
O U
R
IG
A N
Q B
IA
G
I
M A
R C
H
RFP DESIGN CRITERIA
D E
S
IG
N S
E R
V
IC
E S
F O
R R
E L
O C
A T
IO
N
O F
M A
IN
G
A T
E W
H
N -1
-D
-0 -C
K
A
M E
N D
M E
N T
/2
/1
1/4" = 1'-0"1
NORTH ELEVATION
1/4" = 1'-0"2
EAST ELEVATION
1/4" = 1'-0"3
SOUTH ELEVATION
1/4" = 1'-0"4
WEST ELEVATION
1/4" = 1'-0"5
SECTION
1/4" = 1'-0"6
SECTION
SUSPENDED CEILING SYSTEM
EXTEND WALL TO
BOTTOM OF TRUSS - SEAL
ONE WAY VIEW WINDOW
DEMISING WALL
5/8" GWB ON MTL STUD
TO BOTTOM OF TRUSSES
CLAY TILE ROOF SYSTEM
DOOR AND FRAME
COPPER DOWNSPOUT
195 SF
GUARD
OFFICE
20 SF
STORAGE
20 SF
TR
47 SF
RESTROOM
83 SF
BREAK
27 SF
ID
CHECK
2'
4"
31' - 4"
AC CONDENSER
UNDER COUNTER
REFRIGERATOR
EQUIPMENT CHARGING
DUTY WEAPON STORAGE
(ABOVE)
DBIDS TERMINAL / PRINTER -
STANDING HEIGHT
WORKSURFACE WITH
SUPPORT AND STORAGE
FINAL DENIAL
CONTROL
PANEL
14'-0 LONG X 4'-8"
HIGH SCREEN WALL
CANOPY COLUMN
CRASH
ATTENUATOR
CANOPY COLUMN
11' - 4" 12' - 8"
29" AFF WORKSURFACE
29" AFF WORKSURFACE
4"
1' -0
4"
1' -0
4" / 1'-0"4" / 1'-0"
4"
1' -0
4"
1' -0
CLAY TILE ROOF
OUTLINE OF CANOPY ABOVE
CANOPY COLUMN
COPPER GUTTER
AND DOWNSPOUTS
TO SPLASH BLOCK
FINAL DENIAL BUTTON
FINAL DENIAL
BUTTON
FINAL DENIAL
CONTROL PANEL
80' - 0"
OUTLINE OF
CANOPY ABOVE
OUTLINE OF
CANOPY ABOVE
CANOPY COLUMN (TYPICAL OF 6)
BARRIER
CRASH ATTENUATORS (TYPICAL)
PORTABLE TRAFFIC
CONTROL DEVICE STORAGE
24' - 0" 9' - 0"
1'
0" 4'
0"
3'
0"
RECESSED BOLLARD SLEEVES
RECESSED BOLLARD SLEEVES
RECESSED BOLLARD SLEEVES
A-8
A-8
A-8
A-8
A-8
1. ID CHECKING AREA SHALL BE COVERED AND
PROTECTED FROM THE ELEMENTS.
VISUAL/DESIGN INTEGRATION OF THE LANE
CLOSURE SIGNAGE IS REQUIRED.
2. DIMENSIONS ARE NOT ABSOLUTE; BASED ON
THE UFC 4-022-01 (SECURITY ENGINEERING:
ENTRY CONTROL FACILITIES / ACCESS
CONTROL POINTS), SDDCTEA PAMPHLET 55-15
(TRAFFIC AND SAFETY ENGINEERING FOR
BETTER ENTRY CONTROL FACILITIES), AND
ENTRY CONTROL FACILITY DESIGN GUIDE.
3. DUTY WEAPONS STORAGE AND EQUIPMENT
CHARGING STATIONS LOCATED ABOVE
STORAGE CABINETS.
4. PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH ID
CHECK STATION.
5. PROVIDE UNDER COUNTER REFRIGERATOR,
SINK AND MICROWAVE AT BREAK COUNTER.
6. PROVIDE DRAINAGE UNDER CANOPY TO
PREVENT STANDING WATER.
7. PROVIDE BALLISTIC PROTECTION EQUIVALENT
TO UL 752 LEVEL V AT EXTERIOR ENVELOPE
(WINDOWS, DOORS, WALLS AND OTHER
EQUIPMENT).
8. CROSSWALK LOCATION TO BE DETERMINED BY
SITE CIRCULATION REQUIREMENTS.
9. ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
10. NO EXPOSED CONDUIT OR WIRING IN ID CHECK
STATIONS
11. ALL EXTERIOR DOORS AND FRAMES SHALL BE
ALUMINUM.
12. ALL WINDOWS AND OPENINGS SHALL BE
DESIGNED FOR APPLICABLE WIND AND IMPACT
COMPLIANCE.
NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
A-7
D es ig ne r
Au th or
C he ck er
M
AR
C H
9, RFP DESIGN CRITERIA
PA
TR
IC
K
A
FB
, F
LO
R
ID
A D
ES
IG
N S
ER
VI
C
ES
F O
R R
EL
O
C
AT
IO
N
O F
M
AI
N G
AT
E
W
2H N
-1 7-
D -0
-C
K
AR
CH
IT
EC
TU
RA
L
PL
AN
S
AN
D
AX
O
NM
ET
RI
C
1/4" = 1'-0"1 ENLARGED FLOOR PLAN
1/4" = 1'-0"2 ROOF PLAN
3 PERSPECTIVE 1
1/8" = 1'-0"4 OVERALL PLAN
GATE HOUSE BUILDING 467 GSF
CANOPY 3,840 GSF
ID CHECK 36 GSF (4 EACH)
8'4' 16'0
SCALE: 1/8"=1'-0"
0 2' 4' 8'
PLAN NORTH
4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0" 4"
1'-0"
CANOPY FRAMING
TRANSLUCENT CANOPY WITH
INTEGRAL DRAINAGE SYSTEM
CANOPY
STRUCTURAL
FRAMING
3'
4"
FINISH FLOOR
0' - 0"
ROOF
10' - 6"
CANOPY CLEAR A.F.F.
17' - 6"
GUARD
OFFICE STORAGE RESTROOM BREAK
4"
1'-0"
4"
1'-0"
2'
5"
WORKSURFACE AND SUPPORTS
BALLISTIC GLAZING WALL STORAGE CABINETS
COUNTERTOP W/ BACKSPLASH
BASE CABINETS
COPPER GUTTERS AND DOWNSPOUTS
CLAY TILE ROOF SYSTEM
SUSPENDED CEILING SYSTEM
UNDERCOUNTER REFRIGERATOR
MICROWAVE OVEN
FINISH FLOOR
0' - 0"
ROOF
10' - 6"
CANOPY CLEAR A.F.F.
17' - 6"
GUARD
OFFICE
ID CHECK
4"
1'-0"
4"
1'-0"
2'
5"
3'
4"
7'
3/
4"
FINISH FLOOR
0' - 0"
ROOF
10' - 6"
CANOPY CLEAR A.F.F.
17' - 6"
4"
1'-0"
4"
1'-0"
1/2" 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
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D B
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AN
SI
D
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SU
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AT
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
A-8
D es ig ne r
Au th or
C he ck er
M
AR
C H
9, RFP DESIGN CRITERIA
PA
TR
IC
K
A
FB
, F
LO
R
ID
A D
ES
IG
N S
ER
VI
C
ES
F O
R R
EL
O
C
AT
IO
N
O F
M
AI
N G
AT
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W
2H N
-1 7-
D -0
-C
K
A R
C H
IT
EC
TU
R
A L
EL
EV
A
TI
O N
S A
N D
S
EC
TI
1/4" = 1'-0"
1 NORTH ELEVATION
1/4" = 1'-0"2 WEST ELEVATION
1/4" = 1'-0"3 SECTION
1/4" = 1'-0"4 SECTION
1/4" = 1'-0"5 SOUTH ELEVATION
of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M
AR
K D
ES
C
R
IP
TI
O
N
N:\Projects\Tinker AFB\Liberator Gate.dwg
1/11/2017 1:00:00 PM
PA
TR
IC
K
AF
B, F
LO
R
ID
A D
ES
IG
N S
ER
VI
C
ES
F O
R R
EL
O
C
AT
IO
N
O F
M
AI
N G
AT
E
W
2H N
-1 7-
D -0
-C
K0
RFP DESIGN CRITERIA
M
AR
C H
, 2
T.
VA
N D
ER
W
AL
KE
R
H .R
EY
ES
E.
W
IL
SO
N
T.
VA
N D
ER
W
AL
KE
R
FIG B
C O
N C
EP
TU
AL
S
IT
E
PL
AN
H
AU
L R
O U
TE
LEGEND:
HAUL ROUTE
S ATLANTIC AVE (SR AIA)
ATLANTIC OCEAN EXISTING COMMERCIAL
GATE LOCATION
S ATLANTIC AVE (SR AIA)
S PATRICK DRIVE
S
PA
TR
IC
K
DRFALCON AVE
M
AT
AD
OR
ST
PROPOSED MAIN
ENTRANCE GATE
S PATRICK DRIVE
S PATRICK DRIVE
N
SCALE: NOT TO SCALE
FULL: ANSI D (22"x34")
HALF: ANSI B (11"X17")
INDIAN RIVER
EXISTING ENTRANCE
EAST GATE LOCATION
HAUL ROUTE
SC
H
O O
L
AV
E.
x x x x x x x xxxxxxxx x x x x
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M
AR
K D
ES
C
R
IP
TI
O
N
N:\Projects\Tinker AFB\Liberator Gate.dwg
1/11/2017 1:00:00 PM
PA
TR
IC
K
AF
B, F
LO
R
ID
A D
ES
IG
N S
ER
VI
C
ES
F O
R R
EL
O
C
AT
IO
N
O F
M
AI
N G
AT
E
W
2H N
-1 7-
D -0
-C
K0
RFP DESIGN CRITERIA
M
AR
C H
, 2
T.
VA
N D
ER
W
AL
KE
R
H .R
EY
ES
E.
W
IL
SO
N
T.
VA
N D
ER
W
AL
KE
R
30'15' 60'0
N
FIG C
C O
N C
EP
TU
AL
S
IT
E
PL
AN
EX
IS
TI
N
G E
AS
T
G
AT
E D
EM
O
LI
TI
O N
P
LA
N (B
ID
IT
EM
4)
LEGEND:
DEMOLITION
PROJECT BOUNDARY
EXISTING ASPHALT PAVEMENT
TO BE DEMOLISHED
JUPITER ST
S ATLAN
TIC
AVE (SR
AIA)
BLDG 577 - VISITOR
CONTROL CENTER
TO BE DEMOLISHED
S ATLAN
TIC
AVE (SR
AIA)
BLDG 543 - TRAFFIC
CHECK HOUSE TO
BE DEMOLISHED
EXISTING ASPHALT PAVEMENT
TO BE DEMOLISHED
EXISTING ASPHALT PAVEMENT
TO BE DEMOLISHED
EXISTING PERIMETER
WALL AND COLUMNS
TO BE DEMOLISHED
EXISTING GATE TO
BE DEMOLISHED
EXISTING PERIMETER
WALL AND COLUMNS
TO BE DEMOLISHED
EXISTING ASPHALT PAVEMENT
TO BE DEMOLISHED
EXISTING CHAIN LINK
FENCE TO BE DEMOLISHED
EXISTING CHAIN LINK
FENCE TO BE DEMOLISHED
EXISTING PERIMETER WALL AND
COLUMNS TO BE DEMOLISHED
EXISTING GATE
AND WALLS TO
BE DEMOLISHED
EXISTING
CONCRETE
SIDEWALK TO
BE DEMOLISHED
TI
TA
N
RD
O M
AL
LE
Y
RD
EXISTING INTERSECTION
TRAFFIC SIGNALS TO BE
DEMOLISHED
EXISTING STEEL
BEAM BARRIER TO
BE DEMOLISHED
PROJECT BOUNDARY
SCALE: 1" = 30'
FULL: ANSI D (22"x34")
HALF: ANSI B (11"X17")
of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M
AR
K D
ES
C
R
IP
TI
O
N
N:\Projects\Tinker AFB\Liberator Gate.dwg
1/11/2017 1:00:00 PM
PA
TR
IC
K
AF
B, F
LO
R
ID
A D
ES
IG
N S
ER
VI
C
ES
F O
R R
EL
O
C
AT
IO
N
O F
M
AI
N G
AT
E
W
2H N
-1 7-
D -0
-C
K0
RFP DESIGN CRITERIA
M
AR
C H
, 2
T.
V
AN
D
ER
W
AL
KE
R
H . R
EY
ES
E.
W
IL
SO
N
T.
V
AN
D
ER
W
AL
KE
R
50'25' 100'0
N
FIG D
C O
N C
EP
TU
AL
S
IT
E
PL
AN
M
AI
N E
N
TR
AN
C
E G
AT
E
D
EM
O
LI
TI
O
N P
LA
N
LEGEND:
DEMOLITION
PROJECT BOUNDARY
EXISTING ASPHALT
PAVEMENT WITHIN
CONSTRUCTION LIMITS
TO REMAIN
EXISTING ASPHALT PAVEMENT
WITHIN CONSTRUCTION LIMITS
TO BE DEMOLISHED
EXISTING BUILDINGS
WITHIN CONSTRUCTION
LIMITS TO BE DEMOLISHED
EXISTING BUILDINGS
WITHIN CONSTRUCTION
LIMITS TO BE DEMOLISHED
EX
IS
TI
NG
B
UI
LD
IN
G S
W
IT
HI
N
CO
NS
TR
UC
TI
O
N
LI
M
IT
S
TO
B
E
DE
M O
LI
SH
ED
EXISTING ASPHALT ROADS
WITHIN CONSTRUCTION
LIMITS TO BE DEMOLISHED
EX
IS
TI
NG
A
SP
HA
LT
R O
AD
S
W
IT
HI
N
CO
NS
TR
UC
TI
O
N
LI
M
IT
S
TO
B
E
DE
M O
LI
SH
ED
EXISTING CONCRETE
SIDEWALKS WITHIN
CONSTRUCTION LIMITS TO
BE DEMOLISHED (TYPICAL)
EXISTING PERIMETER WALL
WITHIN CONSTRUCTION LIMITS
TO BE DEMOLISHED (TYPICAL)
EXISTING PERIMETER WALL
WITHIN CONSTRUCTION LIMITS
TO BE DEMOLISHED (TYPICAL)
EXISTING CONCRETE
SIDEWALK TO BE
DEMOLISHED (TYPICAL)
EXISTING CURB & GUTTER
TO BE DEMOLISHED
SP
AC
EL
IF
T
AV
E
MATADOR ST
S ATLAN
TIC
AVE (SR
AIA)
FA
LC
O N
AV
E
BLDG 429 -
UTILITY VAULT
TO BE
DEMOLISHED
BLDG 404 - VOQ TO
BE DEMOLISHED
BLDG 265 - VOQ TO
BE DEMOLISHED
BLDG 266 TO
REMAIN
BLDG 264 - VISITING
OFFICER'S QUARTERS
(VOQ) TO BE DEMOLISHED
EXISTING WELLHEAD
TO BE CAPPED
EXISTING CONCRETE
SIDEWALKS WITHIN
CONSTRUCTION LIMITS
TO BE DEMOLISHED
CLEAR AND GRUB
EXISTING
BUILDING
TO REMAIN
SCALE: 1" = 50'
FULL: ANSI D (22"x34")
HALF: ANSI B (11"X17")
EXISTING ASPHALT PAVEMENT
WITHIN CONSTRUCTION LIMITS
TO BE DEMOLISHED
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M
AR
K D
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C
R
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TI
O
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N:\Projects\Tinker AFB\Liberator Gate.dwg
1/11/2017 1:00:00 PM
PA
TR
IC
K
AF
B, F
LO
R
ID
A D
ES
IG
N S
ER
VI
C
ES
F O
R R
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O
C
AT
IO
N
O F
M
AI
N G
AT
E
W
2H N
-1 7-
D -0
-C
K0
RFP DESIGN CRITERIA
M
AR
C H
, 2
T.
VA
N D
ER
W
AL
KE
R
H .R
EY
ES
E.
W
IL
SO
N
T.
VA
N D
ER
W
AL
KE
R
50'25' 100'0
N
C O
N C
EP
TU
AL
S
IT
E
PL
AN
M
AI
N E
N
TR
AN
C
E G
AT
E
VIS
IT
OR
CENTE
R
PROJECT BOUNDARY
(TYPICAL)
x x
LEGEND:
PERIMETER FENCE & GATE
PROPOSED BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
GREEN SPACE
PROJECT BOUNDARY
AT/FP SETBACK
PASSIVE VEHICLE BARRIER
SP
AC
EL
IF
T
AV
E
MATADOR ST
S ATLAN
TIC
AVE (SR
AIA)
FA
LC
O N
AV
E
PROJECT BOUNDARY
(TYPICAL)
"ENTRANCE" DOUBLE SWING SECURITY GATE (28')
NEW LEFT TURN LANE
ISLAND AND STRIPING
PROPOSED CROSSWALK STRIPING
FINAL DENIAL BARRIER
(TYP. OF 2)
OVERWATCH
STATION
Bid Item 0008
VISITOR PARKING
(11 STANDARD STALLS,
1 ACCESSIBLE STALL)
POV INSPECTION
FACILITY AND DRIVE
(BID ITEM 0005)
ARM GATE
SECURITY
FORCES
& ESCORT
PARKING
GUARD OFFICE
REJECTION
LANE
REMOVE/REPLACE EXISTING SIGNAGE
OUTSIDE OF PROPOSED PERIMETER FENCE
BYPASS LANE
86.00' AT/FP
SETBACK
(TYPICAL)
PROJECT GREENSPACE
(TYPICAL)
NEW RIGHT TURN LANE
REVERSE
ENTRY DEVICE
SP
AC
EL
IF
T
AV
E
ARM GATE
W/ VEHICLE
DETECTION
CRASH ATTENUATOR
PASSIVE VEHICLE
BARRIER (TYP.)
GENERATOR
PAD AND
BOLLARDS PERIMETER FENCE (TYPICAL)
22LF
SCREENING
WALL
(MIN. 4'-8”)
"EXIT" SLIDING SECURITY GATE (~50')
SCALE: 1" = 50'
FULL: ANSI D (22"x34")
HALF: ANSI B (11"X17")
PASSIVE VEHICLE
BARRIER (TYP.)
ID CHECK
NEW ACCELERATION LANE
EXISTING
PARKING
DO NOT ENTER
"ONE-WAY ONLY"
SIGNAGE
.0
0' A
T/
FP
SE
TB
AC
K
(T
YP
IC
AL
SW60
MH-3
COMM
MH-50
APROXIMATE LOCATION OF
SW-67 EXISTING 3-WAY TO BE
REPLACED WITH NEW 4-WAY
APPROXIMATE LOCATION
EXISTING COMM MH 49
EXISTING
BUILDING #266
TO REMAIN
APPROXIMATE
LOCATION FOR
COMM MH 118
APPROXIMATE LOCATION OF
SW-69, MH-4A, VISITOR CENTER
XFMR TIE IN POINT POSITION T2
APROXIMATE LOCATION OF SW-68
AND MH-4, SW-68 BEING REMOVED
AND FEEDER FROM 60 TO 67 WILL
BE SPLICED IN MANHOLE 4
FIG E
PASSIVE VEHICLE
BARRIER (TYP.)
NEW FDOT
TYPE "F" CURB
PROJECT BOUNDARY
(TYPICAL)
EXISTING
PARKING
EX
IS
TI
NG
P
AR
KI
NG
EXISTING
PARKING
PASSIVE VEHICLE
BARRIER
BEGIN PERIMETER FENCE
TRAFFIC SIGNAL MODIFICATIONS
PROPOSED SIGNAGE
"LARGE TRUCKS TO USE
COMMERCIAL GATE"
PROPOSED SIGNAGE
"LARGE TRUCKS TO USE
COMMERCIAL GATE"
PERIMETER FENCE
(TYPICAL)
PERIMETER FENCE
(TYPICAL)
PERIMETER FENCE
(TYPICAL)
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x
L7
C8
L6
C7
C6
L5
L4
C
C4
L3
C3
L2
C2 L1
C1
THREAT PATH LINE & CURVE TABLE
LINE # OR
CURVE # LENGTH RADIUS
THREAT PATH LINE & CURVE TABLE
LINE # OR
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
L1
L2
L3
L4
L5
L6
L7
LENGTH
173.14'
201.93'
356.34'
112.61'
133.18'
135.46'
187.04'
89.47'
29.90'
77.92'
15.21'
70.80'
18.21'
42.78'
83.25'
RADIUS
110.00'
91.00'
148.00'
338.47'
104.20'
229.91'
69.51'
69.73'
US Army Corps of Engineers ®
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OVERWATCH
STATION
SP
AC
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THREAT PATH
SCALE: 1" = 50'A3
50'25' 100'0
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THREAT PATH
VISITOR / DOD
GATEHOUSE
S ATLAN
TIC
AVE (U
S AIA)
THREAT PATH 1-1
10.43 SEC FROM POD
PROJECT BOUNDARY
(TYPICAL)
AT/FP SETBACK
(TYPICAL)
REVERSE
ENTRY DEVICE
FINAL DENIAL BARRIER
POD
"EXIT" SLIDING
SECURITY GATE (~50')
"ENTRANCE" DOUBLE SWING
SECURITY GATE (28')
VI
SI
TO
R'S
CEN
TE
R
FIG F
SCALE: 1" = 50'
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x
L8
C9
L9
C10
C11 C12
C13
L10
C1
THREAT PATH LINE & CURVE TABLE
LINE # OR
CURVE #
C9
C10
C11
C12
C13
C14
L8
L9
L10
LENGTH
103.42'
67.18'
112.11'
96.76'
58.80'
197.38'
82.71'
80.62'
48.10'
RADIUS
102.88'
64.54'
126.54'
76.05'
74.59'
127.33'
US Army Corps of Engineers ®
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PA
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-2
THREAT PATH
SCALE: 1" = 50'B3
VI
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TO
R'S
CEN
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REVERSE
ENTRY DEVICE
FINAL DENIAL BARRIER
VISITOR / DOD
GATEHOUSE
SP
AC
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IF
T
AV
E
S ATLAN
TIC
AVE (U
S AIA)
FA
LC
O N
AV
E
THREAT PATH 1-2
10.0 SEC FROM POD
PROJECT BOUNDARY
(TYPICAL)
AT/FP SETBACK
(TYPICAL)
OVERWATCH
STATION
POD
50'25' 100'0
N
LEGEND:
THREAT PATH
FIG G
SCALE: 1" = 50'
FULL: ANSI D (22"x34")
HALF: ANSI B (11"X17")
"ENTRANCE" DOUBLE SWING
SECURITY GATE (28')
"EXIT" SLIDING
SECURITY GATE (~50')
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x
L4
C7
L3
C
C
C4 C3
L2
C2 L1
C1
THREAT PATH LINE & CURVE TABLE
LINE # OR
CURVE #
C1
C2
C3
C4
C5
C6
C7
L1
L2
L3
L4
LENGTH
224'
109'
48'
52'
57'
188'
105'
59'
68'
43'
70'
RADIUS
132.37'
91.64'
36.89'
154.39'
19.91'
64.00'
85.20'
US Army Corps of Engineers ®
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FA
LC
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AV
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OVERWATCH
STATION
SP
AC
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IF
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AV
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THREAT PATH
SCALE: 1" = 50'A3
VISITOR / DOD
GATEHOUSE
S ATLAN
TIC
AVE (U
S AIA)
THREAT PATH 1-3
TOTAL RESPONSE TIME: 12.27 SEC
PROJECT BOUNDARY
(TYPICAL)
AT/FP SETBACK
(TYPICAL)
REVERSE
ENTRY DEVICE
FINAL DENIAL BARRIER
"EXIT" SLIDING
SECURITY GATE (~50')
"ENTRANCE" DOUBLE SWING
SECURITY GATE (28')
POD
WRONG WAY
50'25' 100'0
N
LEGEND:
THREAT PATH
FIG H
SCALE: 1" = 50'
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x
L1
C18
L12
C1
C16
C15
L11
THREAT PATH LINE & CURVE TABLE
LINE # OR
CURVE #
C15
C16
C17
C18
L11
L12
L13
LENGTH
26.95'
15.81'
199.33'
128.42'
21.29'
16.44'
66.95'
RADIUS
105.00'
105.00'
77.59'
92.75'
US Army Corps of Engineers ®
SHEET ID
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THREAT PATH
SCALE: 1" = 50'C3
REVERSE
ENTRY DEVICE
FINAL DENIAL BARRIER
VISITOR / DOD
GATEHOUSE
SP
AC
EL
IF
T
AV
E
S ATLAN
TIC
AVE (U
S AIA)
FA
LC
O N
AV
E
PROJECT BOUNDARY
(TYPICAL)
AT/FP SETBACK
(TYPICAL)
FINAL DENIAL BARRIER
THREAT PATH 3
9.2 SEC FROM POD
OVERWATCH
STATION
POD
"EXIT" SLIDING
SECURITY GATE (~50')
"ENTRANCE" DOUBLE SWING
SECURITY GATE (28')
VI
SI
TO
R'S
CEN
TE
R
50'25' 100'0
N
LEGEND:
THREAT PATH
FIG I
SCALE: 1" = 50'
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x
L1
C21
L14
C2
C19
THREAT PATH LINE & CURVE TABLE
LINE # OR
CURVE #
C19
C20
C21
L14
L15
LENGTH
15.81'
199.33'
128.42'
16.44'
66.95'
RADIUS
105.00'
77.59'
92.75'
US Army Corps of Engineers ®
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THREAT PATH
SCALE: 1" = 50'C3
REVERSE
ENTRY DEVICE
VISITOR / DOD
GATEHOUSE
SP
AC
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IF
T
AV
E
S ATLAN
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AVE (U
S AIA)
FA
LC
O N
AV
E
PROJECT BOUNDARY
(TYPICAL)
AT/FP SETBACK
(TYPICAL)
FINAL DENIAL BARRIER
THREAT PATH 4
9.2 SEC FROM POD
OVERWATCH
STATION
POD
"EXIT" SLIDING
SECURITY GATE (~50')
"ENTRANCE" DOUBLE SWING
SECURITY GATE (28')
VI
SI
TO
R'S
CEN
TE
R
50'25' 100'0
N
LEGEND:
THREAT PATH
FIG J
SCALE: 1" = 50'
7 8
US Army Corps of Engineers ®
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D E
C E
M B
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A L K
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H R
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E W
I L S
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A L K
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FIG K
E X
I S
T I N
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PROPOSED MAIN
ENTRANCE GATE
LOCATION
S
P
A
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ATLANTIC
OCEAN
50'25' 100'0
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of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
PATRICK AIR FORCE BASE, FLORIDA
BREVARD COUNTY
MOBILE DISTRICT PROJECT CODE : MEF20007
RFP NUMBER : W912782R0026
MAIN GATE RELOCATION
DEMOLITION DRAWINGS
FOR INFORMATIONAL PURPOSES ONLY
shannon.bailey Text Box Building 245
Building 264 First Floor
Building 264 Second Floor
Building 265 First Floor
Building 265
Building 404 First Floor
Building 404
Building 429
Building 543
Building 577
| _ALL.pdf |
| FIG A |
| FIG B |
| FIG C |
| FIG D |
| FIG E |
| FIG F |
| FIG G |
| FIG H |
| FIG I |
| FIG J |
| AM011 DRAWINGS VOL 1 MEF20007 App A.pdf |
| A-1 - ARCHITECTURAL PLANS AND AXONOMETRIC |
| A-2 - ARCHITECTURAL ELEVATIONS AND SECTIONS |
| A-3 - ARCHITECTURAL PLANS AND AXONMETRIC - BASE BID OPTION |
| A-4 - ARCHITECTURAL ELEVATIONS AND SECTION - BASE BID OPTION |
| A-5 - ARCHITECTURAL PLANS AND AXONOMETRIC - BID ITEM 0002 |
| A-6 - ARCHITECTURAL ELEVATIONS AND SECTIONS |
| A-7 - ARCHITECTURAL PLANS AND AXONOMETRIC - BID ITEM 0001 |
| A-8 - ARCHITECTURAL ELEVATIONS AND SECTIONS - BID ITEM 0001 |
| A-6 - ARCHITECTURAL ELEVATIONS AND SECTIONS.pdf |
| Sheets |
| A-6 - ARCHITECTURAL ELEVATIONS AND SECTIONS |
| C-003_POV_EXISTING CONTOURS.pdf |
| Sheets and Views |
| FIG 1 |
File details come from the government source that posted it. Updated .