1
2
3
4
5
NOT FOR
CONSTRUCTION
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
DATE:
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1 MARCH 2015
C
SHEET INDEX
B
1/6/2015 8:55:25 AM
A
G-000
PROJECT INFORMATION
A-100'S PLANS
A-101
VISITORS CENTER - PLAN A
A-102
VISITORS CENTER - PLAN A
A-103
VISITORS CENTER - PLAN B
A-104
VISITORS CENTER - PLAN B
A-105
GATEHOUSE / ID CHECK (HIGH VOLUME)
A-106
GATEHOUSE / ID CHECK (HIGH VOLUME)
A-107
GATEHOUSE / ID CHECK (LOW VOLUME)
A-108
POV INSPECTION
A-109
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE (HIGH VOLUME)
A-110
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE (HIGH VOLUME)
A-111
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE (LOW VOLUME)
A-112
COMMERCIAL VEHICLE INSPECITON AND GATEHOUSE (LOW VOLUME)
A-113
OVERWATCH
A-114
OVERWATCH
A-115
PEDESTRIAN ENTRY
A-116
PEDESTRIAN ENTRY
A-200'S SITE PLANS
A-201
VISITOR/DoD ENTRY GATE UNCONSTRAINED
A-202
VISITOR/DoD PERSONNEL ENTRY GATE CONSTRAINED
A-203
DoD PERSONNEL ENTRY GATE UNCONSTRAINED
A-204
DoD PERSONNEL ENTRY GATE CONSTRAINED
A-205
COMMERCIAL ENTRY GATE UNCONSTRAINED
A-206
COMMERCIAL ENTRY GATE CONSTRAINED
A-207
VISITOR/DoD/COMMERCIAL ENTRY GATE UNCONSTRAINED
A-208
TYPICAL SIGNAGE PLAN
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
D
Drawing Title:
COVER SHEET & DRAWING
INDEX
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-000
D
C
USE THE DOCUMENT AS A STARTING POINT IN THE
DESIGN AND CONSTRUCTION OF A NEW AIR FORCE
FACILITY. BUILDING MODULES ARE PROVIDED IN A
DIGITAL FORMAT, AS STANDARDS, ALLOWING FUTURE
USERS THE ABILITY TO USE THESE FILES WITHIN THEIR
BIM SOFTWARE. SITE PLANS ARE PROVIDED AS
NOTIONAL EXAMPLES TO BE USED AND ADAPTED TO
SPECIFIC SITE REQUIREMENTS. SUPPLEMENTAL
DOCUMENTS SUCH AS THE BUILDING PROGRAM,
ADJACENCY DIAGRAMS AND DRAWING SETS WITH SITE
PLANS ARE PROVIDED IN PORTABLE DOCUMENT
FORMAT (PDF) TO ASSIST FUTURE A/E FIRMS IN THE
DEVELOPMENT OF THEIR PROJECT.
THE MODULES HAVE BEEN DESIGNED WITH THE
CONCURRENCE OF THE USERS AND PARTICIPATING
AFSFC SUBJECT MATTER EXPERTS (SME) FOR TYPICAL
BASE ENTRIES. THE ECF/ACP STRUCTURES ARE AN
INDIVIDUAL MODULE THEMSELVES. ANY
RECONFIGURATION OF THE MODULES MUST MEET THE
REQUIREMENTS OF THE BASE USER AND BE APPROVED
BY AFCEC.
BUILDING SUPPORT SPACES, INCLUDING BUT NOT
LIMITED TO RESTROOMS, JANITORS CLOSETS, AND
MECHANICAL/ELECTRICAL ROOMS HAVE BEEN INCLUDED
IN THE MODULES FOR REFERENCE. THESE SPACES
ALONG WITH DAYLIGHTING OF INTERIOR SPACES, IAW
THE REQUIREMENTS OF UFC 1-200-02, HIGH
PERFORMANCE AND SUSTAINABLE BUILDING
REQUIREMENTS, SHOULD BE REEVALUATED BASED ON
THE FINAL SIZE AND CONFIGURATION OF THE FACILITY.
THE A/E SHOULD FURTHER CONSIDER DEVELOPING
ROOM DATA INFORMATION TO ENSURE ALL
OPERATIONAL REQUIREMENTS ARE MET WITHIN EACH
SPACE.
B
AIR FORCE CORPORATE DESIGN POLICY
DESIGN FACILITIES TO REPRESENT THEIR TYPE OF USE
AND TO ALLOW FOR MULTIPLE ADAPTATIONS OVER TIME.
RELATE THE DURABILITY AND REFINEMENT OF DETAILING
FOR MATERIALS AND FINISHES TO A FACILITY’S GROUP
DESIGNATION. FACILITIES ARE CLASSIFIED IN EITHER
GROUPS 1, 2, 3 OR 4 WHICH ARE BASED ON SIMILAR
FACILITIES CLASSIFICATIONS FOUND IN AFMAN 32-1084.
ECP/IACP FACILITIES ARE CONSIDERED GROUP 1 AND WILL
HAVE HIGHER QUALITY FINISHES AND MATERIALS THAN
GROUPS 2 OR 3.
SUSTAINABILITY
FULLY INCORPORATE THE REQUIREMENTS OF UFC
1-200-02, HIGH PERFORMANCE AND SUSTAINABLE
BUILDING REQUIREMENTS, AND ACHIEVE GREEN
BUILDING CERTIFICATION IAW WITH THE CURRENT AF
SUSTAINABLE DESIGN AND DEVELOPMENT POLICY.
ANALYZE CLIMATE AND LOCAL AND REGIONAL CONTEXTS;
RESPOND TO THESE IN THE BUILDING DESIGN AND
PROPERLY ORIENT ECP/IACP BUILDINGS. EVALUATE THE
BUILDING COMPONENTS TO DETERMINE WHETHER
PASSIVE AND NATURAL DESIGN STRATEGIES AND
FEATURES ARE COST EFFECTIVE. RESPOND TO SITE
ANALYSIS FOCUSING ON BUILDING ORIENTATION,
CONFIGURATION AND MASSING AND DESIGN BUILDINGS
REDUCE THE TOTAL OWNERSHIP COSTS OF ECP/IACPS
THROUGH THE DESIGN OF HIGH PERFORMANCE AND
SUSTAINABLE BUILDINGS. BALANCE LIFE-CYCLE COSTS,
ENERGY EFFICIENCY AND OCCUPANT BENEFITS WITH
BUDGETS AND MISSION REQUIREMENTS. DESIGN
ARCHITECTURAL FEATURES USING SIMPLE DETAILING TO
CREATE A PROFESSIONAL APPEARANCE. COMPLY WITH
THE ESTABLISHED INSTALLATION DESIGN THEME
THROUGH RECURRING ROOF SYSTEMS, WALL SYSTEMS
AND BUILDING ENTRANCES THAT REFLECTS
ARCHITECTURAL COMPATABILITY WITH THE BASE
STANDARDS.
PERTINENT DOCUMENTS
THE FOLLOWING IS A SUMMARY OF THE PRIMARY
DOCUMENTS GOVERNING THE DESIGN OF ECF/ACP. FINAL
DESIGN SHALL COMPLY WITH ALL FEDERAL, AND
APPLICABLE STATE REGULATIONS.
1/6/2015 8:58:36 AM
A
3
• Air Force Manual 32-1084
• UFC 2-100-01: Installation Master Planning
• UFC 4-010-01: DoD Minimum Antiterrorism Standards for
Buildings
• UFC 4-010-02: DoD Minimum Antiterrorism Standoff Distances
for Buildings
• UFC 4-022-01: Security Engineering - Entry Control Facilities /
Access Control Points
• UFC 4-022-02: Selection and Application of Vehicle Barriers
• SDDCTEA Pamphlet 55-15: Traffic and Safety Engineering for
Better Entry Control Facilities
• UFGS 34 41 26.00: Unified Facilities Guide Specifications ACP Control System
• UFGS 34 71 13.19: Unified Facilities Guide Specifications Active Vehicle Barriers
• UFC 1-200-01: General Building Requirements
• UFC 1-200-02: High Performance and Sustainable Building
Requirements
• AF Corporate Facilities Standards
4
5
NOT FOR
CONSTRUCTION
PROJECT INFORMATION
SCOPE OF FACILITY
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP) SERVE AS THE ENTRY
POINT FOR ALL PERSONNEL, VISITORS, AND DELIVERIES
TO THE BASE. THE OBJECTIVE OF THE ECP/IACP IS TO
PREVENT UNAUTHORIZED ACCESS. THE PRIORITIES
ARE SECURITY, SAFETY, CAPACITY AND IMAGE.
STANDARD SITE PLAN NOTES
1.
DESCRIPTION OF DRAWINGS
PLANS: BUILDING PROGRAM OF THE MAIN FACILITY
TYPES IDENTIFIED FOR A TYPICAL ECF/IACP.
SITE PLANS: NOTIONAL SITE ELEMENTS AND BUILDING
PROGRAM ARE INCORPORATED AT ALL GATE
INSTALLATIONS. SPECIFIC CIRCULATION DESIGN LINKS
ALL OF THESE ELEMENTS.
2.
GENERAL NOTES
3.
1.
2.
3.
4.
5.
THESE "GENERAL" NOTES APPLY AND PERTAIN TO
ALL SHEETS.
USE THESE DOCUMENTS ALONG WITH THE
PROGRAM AND OTHER SUPPORTING DOCUMENTS.
ALL FUTURE FACILITIES SHALL COMPLY WITH
CURRENT AF REGULATIONS, INCLUDING BUT NOT
LIMITED TO AFMAN 32-1084, CURRENT AND
APPLICABLE UFC, AND AT/FP REQUIREMENTS.
FIRE SUPPRESSION SYSTEMS ARE NOT SHOWN ON
INDIVIDUAL PLANS AND SHALL BE DESIGNED IN
ACCORDANCE WITH NFPA AND OTHER APPLICABLE
CODES
MECHANICAL (HVAC), ELECTRICAL, AND PLUMBING
SYSTEMS SHOWN ARE FOR REFERENCE ONLY AND
SHALL BE DESIGNED IN ACCORDANCE WITH
APPLICABLE CODES. MECHANICAL AND
ELECTRICAL ROOM SIZES ARE APPROXIMATIONS
ONLY.
4.
5.
THE INSTALLATION ACCESS CONTROL POINTS
PLANS HAVE BEEN DEVELOPED AS AN EXAMPLE
OF A FULLY INTEGRATED FACILITY DEPICTED ON
AN ARBITRARY SITE. ACTUAL SITE CONDITIONS
SHALL BE ASSESSED AGAINST OPERATIONS
ALONG WITH OTHER CRITERIA THAT MAY IMPACT
EXISTING BUILDING MASSING, ENVIRONMENT, AND
INFRASTRUCTURE. INFORMATION GATHERED
THROUGH THESE ASSESSMENTS WILL IMPACT THE
ACTUAL FACILITY AND SITE CONFIGURATION. THE
MODULES ARE DYNAMIC, ALLOWING THE USER TO
FLEX AND ORGANIZE FOR THEIR SPECIFIC MISSION
NEEDS.
HYDROLOGY, INCLUDING STORM WATER
QUALITY/QUANTITY MITIGATION (DETENTION OR
RETENTION PONDS) IAW UFC 1-200-02,HIGH
PERFORMANCE AND SUSTAINABLE BUILDING
REQUIREMEMTS HAS NOT BEEN CONSIDERED
FOR THESE CONCEPTUAL SITE PLANS.
LANDSCAPE PLANS SHALL BE IN ACCORDANCE
WITH UFC 4-022-01. LANDSCAPE SHALL ENHANCE
THE BASE ENVIRONMENT AND EMPHASIZE THE
PUBLIC ENTRANCE BY UTILIZING NATIVE OR
ADAPTIVE SPECIES WHILE NOT OBSTRUCTING
MISSION CRITICAL VIEWS.
ROAD SPEED MANAGEMENT DESIGN PER
SDDCTEA PAMPHLET 55-15 AND UFC 4-022-01.
ADDITIONAL DESIGN LAYOUTS AVAILABLE IN
SDDCTEA PAMPHLET 55-15.
STANDARD BUILDING PLAN NOTES
1.
2.
3.
4.
DIMENSIONS ARE APPROXIMATE AND MUST BE
ADJUSTED TO ACCOUNT FOR BASE SPECIFIC
STANDARDS AND FINISHES.
MAINTAIN PROGRAMMATIC AREA AND ADJACENCY
REQUIREMENTS.
UNLESS SPECIFICALLY NOTED OTHERWISE, WALLS,
CEILINGS, AND FLOORS, INCLUDING THEIR
COMPOSITION AND DIMENSIONS, ARE MODELED
GENERICALLY, AS “PLACE HOLDERS”.
CONSIDERATION SHOULD BE GIVEN BUT NOT
LIMITED TO, SOUND TRANSMISSION & ABSORPTION
(STC/NRC), FIRE RATINGS, THERMAL INSULATION,
MATERIALITY, SECURITY, ETC.
FURNITURE AND EQUIPMENT SHOWN IS FOR
REFERENCE PURPOSES, FINAL REQUIREMENTS
MAY DIFFER. COORDINATE SPECIFIC & FINAL
REQUIREMENTS WITH THE AIR FORCE.
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
PROJECT GUIDE SCOPE AND USE
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
Drawing Title:
PROJECT INFORMATION
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
G-000
3
4
5
NOT FOR
CONSTRUCTION
NOTES
1.
52' - 0"
2.
D
3.
FEC
4.
4'-8" MIN.
SCREEN WALL
ADMINISTRATION
5.
6.
OUTDOOR PATIO
BREAK / COPY
EQUIPMENT
CHARGING STATION
BENCH
COFFEE
BAR
AC CONDENSER
C
ID CHECKING
42" HIGH
COUNTER &
STORAGE
4' - 6"
DBIDS
PRINTER
STORAGE
ACCESSIBLE
COUNTER
VESTIBULE
PHOTO
BACKDROPS
3' - 3"
52' - 0"
EXTERIOR
WALK-OFF
MAT
COVERED ENTRY
JAN
MECH / ELEC
42" HIGH
COUNTER
DISPLAY WALL
MEN
LOBBY
HALF-HEIGHT
CASEWORK
FEC
VENDING
B
IT/COM
SIGN-IN KIOSK /
TICKET NUMBER
WAITING
WATER
COOLERS
WOMEN
DETERMINE PROCESSING CAPACITY AND PARKING
BY THE PEAK HOURLY REQUIREMENTS AS DEFINED
BY AN SDDC TRAFFIC STUDY.
PROVIDE PHOTO ID CAPABILITY AT PROCESSING
STATION WITH A PHOTO BACKDROP.
PROVIDE CONDUIT AND WIRING AT EACH
PROCESSING STATION FOR A DURESS ALARM.
PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH
PROCESSING STATION.
PROVIDE DEFENSE BIOMETRIC IDENTIFICATION
SYSTEM (DBIDS) TERMINAL AT ID CHECKING.
ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
PEAK HOURLY DEMAND (BASIS OF DESIGN)
PEAK HOURLY REQUIREMENTS: ASSUMED 40 PEOPLE
ID CHECKING PROCESSING TIME: 12-20 VISITORS / HR
INTERIOR FINISHES
ADMINISTRATION & BREAK/COPY
FLOOR:
SEALED / STAINED CONCRETE OR
CARPET TILE
BASE:
TILE OR RUBBER BASE
WALLS:
HIGH IMPACT GYPSUM BOARD (GB)
AND PAINT
CEILING:
ACT OR GB (MIN. 9'-0" AFF) OR
OPEN TO STRUCTURE
LOBBY, WAITING & ID CHECKING
FLOOR:
SEALED / STAINED CONCRETE OR
TILE
BASE:
TILE OR RUBBER BASE
WALLS:
GYPSUM BOARD (GB) AND PAINT
CEILING:
ACT OR GB (MIN. 9'-0" AFF) OR
OPEN TO STRUCTURE
CASEWORK: HIGHLY DURABLE MATERIALS
TOILETS
FLOOR:
BASE:
WALLS:
CEILING:
BENCH
TV
LEGEND:
FEC
VISITOR ENTRY SEQUENCE
A
1/6/2015 8:55:39 AM
RECESSED OR SEMI-RECESSED
FIRE EXTINGUISHING CABINENT
(UNLESS COVERED IN THE RFP)
0
4'
8'
SCALE: 1/8 " = 1'
16'
SUPPORT SPACES (STORAGE, JC, IT/COMM, MECH)
FLOOR:
FINISHED CONCRETE OR VCT
BASE:
RUBBER BASE
WALLS:
HIGH IMPACT GYPSUM BOARD (GB)
AND PAINT
CEILING:
ACT, GB (MIN. 9'-0" AFF), OR OPEN
TO STRUCTURE
VESTIBULE
FLOOR:
BASE:
WALLS:
CEILING:
VISITORS CENTER - PLAN A
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
2,004 GSF
TILE
TILE BASE
GYPSUM BOARD (GB) AND PAINT
WITH TILE WAINSCOT
ACT OR GB (MIN. 9'-0" AFF)
SEALED / STAINED CONCRETE OR
TILE
RUBBER BASE
GYPSUM BOARD (GB) AND PAINT
ACT, GB (MIN. 9'-0" AFF), OR OPEN
TO STRUCTURE
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
Drawing Title:
VISITORS CENTER - PLAN A
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-101
1
2
3
4
5
NOTES
1.
NOT FOR
CONSTRUCTION
COMPLY WITH BASE DESIGN STANDARDS /
ARCHITECTURAL COMPATIBILITY PLANS AND
AFCFS.
C
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
Drawing Title:
VISITORS CENTER - PLAN A
1/6/2015 8:56:02 AM
A
VISITORS CENTER - PLAN A (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-102
3
4
5
NOT FOR
CONSTRUCTION
NOTES
1.
2.
D
55' - 0"
3.
4.
5.
AC CONDENSER
MEN
WOMEN
JANITOR
MECH / ELEC
6.
WATER
COOLERS
C
7.
DBIDS
PRINTER
PHOTO
BACKDROPS
TV
3' -. 9"
LOBBY
4' .- 0"
PEAK HOURLY DEMAND (BASIS OF DESIGN)
PEAK HOURLY REQUIREMENTS: ASSUMED 40 PEOPLE
ID CHECKING PROCESSING TIME: 12-20 VISITORS / HR
EQUIPMENT
CHARGING
STATION
ID CHECKING
SIGN-IN
KIOSK /
TICKET
NUMBER
COFFEE BAR
ADMINISTRATION
WAITING
HALF-HEIGHT
CASEWORK
BREAK / COPY
43' - 0"
DISPLAY WALL
ACCESSIBLE
COUNTER
42" HIGH
COUNTER
FEC
4'-8" MIN.
SCREEN WALL
VENDING
STORAGE
IT/COM
TOILETS
FLOOR:
BASE:
WALLS:
CEILING:
EXTERIOR WALK-OFF MAT
ENTRY
COVERED ENTRY
LEGEND:
FEC
RECESSED OR SEMI-RECESSED
FIRE EXTINGUISHING CABINENT
(UNLESS COVERED IN THE RFP)
VISITOR ENTRY SEQUENCE
A
1/6/2015 8:56:13 AM
ALT ENTRY
4'
8'
SCALE: 1/8 " = 1'
16'
SQUARE FOOTAGE (REFERENCE PROGRAM)
PLAN =
2,042 GSF
TILE
TILE BASE
GYPSUM BOARD (GB) AND PAINT
ACT OR GB (MIN. 9'-0" AFF)
SUPPORT SPACES (STORAGE, JC, IT/COMM, MECH)
FLOOR:
FINISHED CONCRETE OR VCT
BASE:
RUBBER BASE
WALLS:
HIGH IMPACT GYPSUM BOARD (GB)
AND PAINT
CEILING:
ACT OR GB (MIN. 9'-0" AFF) OR
OPEN TO STRUCTURE
VESTIBULE
FLOOR:
VISITORS CENTER - PLAN B
0
INTERIOR FINISHES
ADMINISTRATION & BREAK/COPY
FLOOR:
SEALED / STAINED CONCRETE OR
CARPET TILE
BASE:
TILE OR RUBBER BASE
WALLS:
HIGH IMPACT GYPSUM BOARD (GB)
AND PAINT
CEILING:
ACT OR GB (MIN. 9'-0" AFF) OR
OPEN TO STRUCTURE
LOBBY, WAITING & ID CHECKING
FLOOR:
SEALED / STAINED CONCRETE OR
VCT
BASE:
TILE OR RUBBER BASE
WALLS:
GYPSUM BOARD (GB) AND PAINT
CEILING:
ACT OR GB (MIN. 9'-0" AFF) OR
OPEN TO STRUCTURE
CASEWORK: HIGHLY DURABLE MATERIALS
STORAGE &
SUPPORT
SYSTEMS
B
VESTIBULE
DETERMINE PROCESSING CAPACITY AND PARKING
BY THE PEAK HOURLY REQUIREMENTS AS
DEFINED BY AN SDDC TRAFFIC STUDY.
PROVIDE PHOTO ID CAPABILITY AT PROCESSING
STATION WITH A PHOTO BACKDROP.
PROVIDE CONDUIT AND WIRING AT EACH
PROCESSING STATION FOR A DURESS ALARM.
PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH
PROCESSING STATION.
PROVIDE DEFENSE BIOMETRIC IDENTIFICATION
SYSTEM (DBIDS) TERMINAL AT ID CHECKING.
THE USE OF THE ALTERNATE ADMINISTRATION
LAYOUT IS TO BE DETERMINED BY BASE MISSION
NEEDS. OPEN OFFICE CONFIGURATION
PREFERRED FOR FUTURE DESIGN FLEXIBILITY.
ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
BASE:
WALLS:
CEILING:
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
SEALED / STAINED CONCRETE OR
TILE
RUBBER BASE
GYPSUM BOARD (GB) AND PAINT
ACT OR GB (MIN. 9'-0" AFF) OR
OPEN TO STRUCTURE
Drawing Title:
VISITORS CENTER - PLAN B
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-103
1
2
3
4
5
NOTES
1.
NOT FOR
CONSTRUCTION
COMPLY WITH BASE DESIGN STANDARDS /
ARCHITECTURAL COMPATIBILITY PLANS AND
AFCFS.
C
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
Drawing Title:
VISITORS CENTER - PLAN B
1/6/2015 8:56:23 AM
A
VISITORS CENTER - PLAN B (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-104
3
4
5
NOTES
1.
TRAFFIC CONTROL DROP ARM
D
4'-8" SCREEN WALL
AC CONDENSER
STAND-BY PORABLE
GENERATOR
UNDER COUNTER
REFRIGERATOR
TR
STOR
13' - 4"
TOILET
BARRIER CONTROL
PANEL
BREAK
GATEHOUSE
5' - 0"
DBIDS TERMINAL
/ PRINTER
ID CHECK
3.
3' - 6"
WALKWAY FROM
VISITOR CENTER
7' - 0"
ID CHECK
31' - 0"
2.
EQUIPMENT
CHARGING
DUTY WEAPON
STORAGE (ABOVE)
4.
5.
C
7' - 0"
21' - 0"
ID CHECK
9' - 0"
18' - 0"
ID CHECK
7.
85' - 0"
1' - 0"
4' - 0"
LANE 1
3' - 0"
LANE OPEN/CLOSE
SIGNAGE ABOVE
INBOUND LANE
.
10' - 0"
6.
6" RAISED CURB (TYP)
LANE 2
INBOUND LANE
.
8.
9.
10.
COUNTER
11.
B
10' - 0"
ID CHECK
30' - 0"
8' - 0"
ID CHECK
10' - 11"
12.
13.
INBOUND LANE
.
A
CRASH
ATTENUATORS
(TYP)
2' CLEAR
TRAFFIC CONTROL GATES
LANE 3
PORTABLE TRAFFIC CONTROL
DEVICE STORAGE
12' - 0"
24' - 0"
WIND SCREEN WHEN LOCAL CONDITIONS WARRANT
CANOPY ABOVE
14.
15.
NOT FOR
CONSTRUCTION
ID CHECKING AREA SHALL BE COVERED AND
PROTECTED FROM THE ELEMENTS. ACTUAL
CANOPY DESIGN TO BE CONFIRMED WITH BASE.
VISUAL/DESIGN INTEGRATION OF THE LANE
CLOSURE SIGNAGE IS REQUIRED.
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.
DUTY WEAPONS STORAGE AND EQUIPMENT
CHARGING STATIONS LOCATED ABOVE
STORAGE CABINETS.
PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH ID
CHECK STATION.
PROVIDE UNDER COUNTER REFRIGERATOR,
SINK AND MICROWAVE AT BREAK COUNTER.
HVAC: DUCTLESS SPLIT-SYSTEM SHOWN;
PACKED TERMINAL AIR CONDITIONER (P-TAC)
WOULD BE AN ACCEPTABLE ALTERNATIVE.
LANE CLOSURE MAY BE ACHIEVED WITH
TRAFFIC CONTROL DROP ARMS, BOLLARDS,
OPERABLE GATES OR OTHER AIR FORCE
APPROVED SYSTEM (REFERENCE UFC 4-022-02).
PROVIDE DRAINAGE UNDER CANOPY TO
PREVENT STANDING WATER.
PROVIDE BALLISTIC PROTECTION EQUIVALENT
TO UL 752 LEVEL III AT EXTERIOR ENVELOPE
(WINDOWS, DOORS, WALLS AND OTHER
EQUIPMENT).
PROVIDE TRANSFER SWITCH AT BUILDING
EXTERIOR FOR PORTABLE STAND-BY
GENERATOR PER AFI 32-1063. COORDINATE
WITH FINAL DENIAL CAPABILITY.
CROSSWALK LOCATION TO BE DETERMINED BY
SITE CIRCULATION REQUIREMENTS.
PROVIDE SNOW & ICE MELTING SYSTEM WITH
REQUIRED DRAINAGE (COLD CLIMATE
CONDITIONS).
ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
PROVIDE INDIRECT LIGHTING UNDER CANOPY
NO EXPOSED CONDUIT OR WIRING IN ID CHECK
STATIONS
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
Drawing Title:
GATEHOUSE / ID CHECK
(HIGH VOLUME)
1/6/2015 8:56:34 AM
70' - 0"
GATEHOUSE / ID CHECK (HIGH VOLUME)
0
4'
8'
16'
SCALE: 3/32 " = 1'
Date:
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
467 GSF
CANOPY =
5,880 GSF / ID CHECK = 36 GSF
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-105
1
2
3
4
5
NOT FOR
CONSTRUCTION
NOTES
D
STORAGE
FLOOR:
BASE:
WALLS:
CEILING:
C
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
TOILET
FLOOR: TILE
BASE: TILE BASE
WALLS: GYPSUM BOARD (GB) AND TILE
WAINSCOT
CEILING: ACT OR GB (MIN. 9'-0" AFF)
SEALED / STAINED CONCRETE OR TILE
RUBBER BASE
GYPSUM BOARD (GB)
ACT OR GB (MIN. 9'-0" AFF)
ID CHECK (BOOTH)
FLOOR: SEALED / STAINED CONCRETE OR TILE
BASE: RUBBER BASE
WALLS: RIGID HIGH IMPACT WALL
COVERING OVER HIGH IMPACT
GYPSUM SHEATHING
CEILING: ACT OR GB (MIN. 9'-0" AFF)
FUNCTIONAL REQUIREMENTS
ID CHECK (BOOTH)
- BARRIER CONTROL ACTIVATION, BASE
SPECIFIC
- CONVENIENCE OUTLET (BOOTH INTERIOR)
- EXTERIOR POWER FOR WALL MOUNTED FAN
- RADIANT HEAT SOURCE (COLD CLIMATE
LOCATION)
- DBIDS ANTENNA
- STAINLESS STEEL COUNTER
B
ID CHECK LANES
- CONCRETE WITH CURB AND GUTTER
- MINIMUM CLEAR HEIGHT 14'-6" CLEAR AT
DRIVE LANES
- CANOPY MOUNTED LANE NUMBER AND LANE
USE SIGNAL VISUALLY INTEGRATED INTO
OVERALL CANOPY DESIGN
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
INTERIOR FINISHES
GATEHOUSE
FLOOR: SEALED / STAINED CONCRETE OR TILE
BASE: RUBBER BASE
WALLS: RIGID HIGH IMPACT WALL
COVERING OVER HIGH IMPACT
GYPSUM SHEATHING
CEILING: ACT OR GB (MIN. 9'-0" AFF)
Drawing Title:
GATEHOUSE / ID CHECK
(HIGH VOLUME)
1/6/2015 8:56:45 AM
A
GATEHOUSE / ID CHECK (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-106
3
4
5
NOTES
1.
D
OUTBOUND LANE
2.
TRAFFIC CONTROL DROP ARM
(BOLLARDS OPTIONAL)
4'-8" SCREEN WALL
STAND-BY GENERATOR
AC CONDENSER
UNDER COUNTER
REFRIGERATOR
TR
3.
4.
CRASH ATTENUATOR (TYP)
BREAK
STORAGE
C
5.
3' - 6"
BARRIER CONTROL PANEL
13' - 4"
TOILET
DBIDS
TERMINAL /
PRINTER
31' - 0"
6.
DUTY WEAPON
STORAGE (ABOVE)
7.
7' - 0"
ID CHECK
WALKWAY FROM VISITOR CENTER
EQUIPMENT CHARGING
66' - 0"
LANE 1
TRAFFIC FLOW
.
10' - 0"
8.
6" RAISED
CURB (TYP)
9' - 0"
B
TRAFFIC FLOW
.
LANE OPEN/CLOSE
SIGNAGE ABOVE
INTEGRATED WITH
DESIGN
LANE 2
6" RAISED
CURB (TYP)
11.
12.
12' - 0"
ID CHECK
8' - 0"
10.
3' - 0"
4' - 0"
COUNTER
9.
13.
14.
15.
CRASH ATTENUATORS (TYP)
NOT FOR
CONSTRUCTION
ID CHECKING AREA SHALL BE COVERED AND
PROTECTED FROM THE ELEMENTS. ACTUAL
CANOPY DESIGN TO BE CONFIRMED WITH BASE.
VISUAL/DESIGN INTEGRATION OF THE LANE
CLOSURE SIGNAGE IS REQUIRED.
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.
DUTY WEAPONS STORAGE AND EQUIPMENT
CHARGING STATIONS LOCATED ABOVE
STORAGE CABINETS.
PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH ID
CHECK STATION.
PROVIDE UNDER COUNTER REFRIGERATOR,
SINK AND MICROWAVE AT BREAK COUNTER.
HVAC: DUCTLESS SPLIT-SYSTEM SHOWN;
PACKED TERMINAL AIR CONDITIONER (P-TAC)
WOULD BE AN ACCEPTABLE ALTERNATIVE.
LANE CLOSURE MAY BE ACHIEVED WITH
TRAFFIC CONTROL DROP ARMS, BOLLARDS,
OPERABLE GATES OR OTHER AIR FORCE
APPROVED SYSTEM (REFERENCE UFC 4-022-02).
PROVIDE DRAINAGE UNDER CANOPY TO
PREVENT STANDING WATER.
PROVIDE BALLISTIC PROTECTION EQUIVALENT
TO UL 752 LEVEL III AT EXTERIOR ENVELOPE
(WINDOWS, DOORS, WALLS AND OTHER
EQUIPMENT).
PROVIDE TRANSFER SWITCH AT BUILDING
EXTERIOR FOR PORTABLE STAND-BY
GENERATOR PER AFI 32-1063. COORDINATE
WITH FINAL DENIAL CAPABILITY.
CROSSWALK LOCATION TO BE DETERMINED BY
SITE CIRCULATION REQUIREMENTS.
PROVIDE SNOW & ICE MELTING SYSTEM WITH
REQUIRED DRAINAGE (COLD CLIMATE
CONDITIONS).
ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
PROVIDE INDIRECT LIGHTING UNDER CANOPY
NO EXPOSED CONDUIT OR WIRING IN ID CHECK
STATIONS
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
PORTABLE TRAFFIC CONTROL DEVICE
STORAGE (IF GATES NOT UTILIZED)
WIND SCREEN WHEN LOCAL CONDITIONS WARRANT
Drawing Title:
CANOPY ABOVE
48' - 6"
GATEHOUSE / ID CHECK
(LOW VOLUME)
1/6/2015 8:56:53 AM
A
GATEHOUSE / ID CHECK (LOW VOLUME)
0
4'
8'
SCALE: 3/32 " = 1'
16'
Date:
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
440 GSF
CANOPY =
3,201 GSF / ID CHECK = 36 GSF
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-107
1
2
3
4
5
NOTES
NOT FOR
CONSTRUCTION
29' - 0"
33' - 6"
C
ADDITIONAL 2ND BAY
(IF REQUIRED BY TRAFFIC
STUDY)
INSPECTION BAY
SINGLE BAY
VEHICLE INSPECTION
AREA (MIN 17'-0" x 29'-0")
17' - 0"
DASHED LINE
INDICATES WALL FOR A
SINGLE BAY OPTION
44' - 0"
PROTECTIVE
BOLLARD (TYP)
DOUBLE BAY
COILING ROLL-UP
DOOR, (TYP)
(12' x 14') WITH
SMALL VIEW
PANEL
INTERIOR FINISHES
STORAGE & WAITING
FLOOR: FINISHED SEALED CONCRETE OR VCT
BASE: RUBBER BASE
WALLS: GYPSUM BOARD (GB) PAINTED
CEILING: ACT OR GB (MIN. 9'-0" AFF)
FINAL BARRIER
CONTROL
ACTIVATION
B
WORKSTATION
EQUIPMENT CHARGING
STATION
EQUIPMENT
STORAGE
INSPECTION BAY
FLOOR: CONCRETE
BASE: RAISED 6" CONCRETE CURB
WALLS: EXPOSED STRUCTURE - INSULATED
DURABLE LINER PANELS IN COLD
CLIMATES
CEILING: EXPOSED STRUCTURE - VINYL FACED
INSULATION IN COLD CLIMATES
(MIN. 14'-6" AFF)
DRIVER WAITING
K-9 CALMING
INSPECTION
EQUIPMENT STORAGE
AC CONDENSER
1-WAY VISION GLASS
SECURITY FORCE
VEHICLE
WALKWAY TO
VISITORS CENTER
1/6/2015 8:57:04 AM
Drawing Title:
4'-8" SCREEN
WALL
A
POV INSPECTION
POV INSPECTION
0
4'
8'
SCALE: 1/8 " = 1'
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
D
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 INSPECTION BAY.
4. HVAC: A PACKED TERMINAL AIR CONDITIONER
(P-TAC) OR DUCTLESS SPLIT-SYSTEM WOULD BE
USED WITHIN THE EQUIPMENT
STORAGE/WAITING AREAS AND CEILING
MOUNTED UNIT HEATERS OR FANS IN
INSPECTION BAYS.
5. PROVIDE VENTILATION IN ACCORDANCE TO
ASHRAE TO MITIGATE VEHICLE EXHAUST.
6. PROVIDE LIGHTING IN ACCORDANCE TO ANSI
STANDARDS FOR INSPECTION PROCEDURES.
7. DESIGN FOR CURRENT AND FUTURE
INSPECTION TECHNOLOGIES (ABOVE VEHICLE
SURVEILLANCE SYSTEMS [AVSS], UNDER
VEHICLE SURVEILLANCE SYSTEMS [UVSS], ION
SCANNING, AND X-RAY EQUIPMENT).
8. LOCATE COMM / IT EQUIPMENT WITHIN THE
EQUIPMENT STORAGE ROOM.
9. PROVIDE INTERIOR HOSE BIB FOR WASH DOWN
AND DRAINAGE. (NOT SHOWN FOR CLARITY).
10. PROVIDE DOOR ANNUNCIATOR AT DRIVER
WAITING.
11. ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
12. INSPECTION BAY TO MAINTAIN 14'-6" CLEAR
INCLUDING MECHANICAL AND ELECTRICAL.
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1.
Date:
16'
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
1,340 GSF
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-108
3
4
5
70' - 0" (80'-0" WHEN INSPECTION PIT IS PROVIDED)
DBIDS TERMINAL
1-WAY VISION GLASS
UNDER COUNTER
REFRIGERATOR
NOTES
4'-8" SCREEN WALL
1.
STAND-BY PORTABLE
GENERATOR
COFFEE BAR
2.
D
IT/COMM
SUPPORT EQUIPMENT
(STORAGE BELOW)
SECURITY
FORCES &
ESCORT
PARKING
JANITOR
MECH/ELEC
GATEHOUSE
BREAK
3.
4.
TOILET
42" TRANSACTION
HEIGHT COUNTER
DUTY
WEAPON
STORAGE
FINAL BARRIER
CONTROL PANEL
DRIVER WAITING
AC CONDENSER
EQUIPMENT
STORAGE
C
K-9 CALMING
CANOPY ABOVE
5.
INSPECTION
EQUIPMENT CHARGING
6.
7.
INSPECTION EQUIPMENT
STORAGE
8.
FINAL BARRIER CONTROL
ACTIVATION
9.
INSPECTION BAY #1
(17'-0" x 70'-0" MIN)
COILING ROLL-UP
DOOR (12' X 14')
WITH VIEW
PANELS
70'-0" MIN.
17'-0" MIN.
REMOVABLE BOLLARDS
11.
12.
BOLLARD STORAGE
6" RAISED
CURB
INSPECTION BAY #2
(17'-0" x 70'-0" MIN)
13.
14.
15.
16.
4' MIN
B
10.
4' MIN
52' - 10"
17'-0" MIN.
PROTECTIVE
BOLLARDS
NOT FOR
CONSTRUCTION
VEHICLE INSPECTION AREA SHALL BE COVERED
AND PROTECTED FROM THE ELEMENTS.
VEHICLE INSPECTION AREA SHALL SCREEN
VISIBILITY TO PREVENT OBSERVATION OF THE
INSPECTION OPERATION.
PROVIDE CEILING MOUNTED INSPECTION
MIRRORS WITHIN INSPECTION BAY.
HVAC: A PACKED TERMINAL AIR CONDITIONER (PTAC) OR DUCTLESS SPLIT-SYSTEM WOULD BE
USED WITHIN THE GATEHOUSE AND CEILING
MOUNTED UNIT HEATERS OR FANS IN
INSPECTION BAYS.
PROVIDE VENTILATION IN ACCORDANCE TO
ASHRAE TO MITIGATE VEHICLE EXHAUST.
PROVIDE LIGHTING IN ACCORDANCE TO ANSI
STANDARDS FOR INSPECTION PROCEDURES.
UNDER CARRIAGE INSPECTION PIT APPROVED BY
UFC BUT NOT RECOMMENDED. REFER TO UFC
FOR PIT CONFIGURATION IF USED.
DESIGN FOR CURRENT AND FUTURE
INSPECTION TECHNOLOGIES (ABOVE VEHICLE
SURVEILLANCE SYSTEMS [AVSS], UNDER
VEHICLE SURVEILLANCE SYSTEMS [UVSS], ION
SCANNING, AND X-RAY EQUIPMENT).
LOCATE COMM / IT EQUIPMENT WITHIN THE
GATEHOUSE ROOM IN THE IT/COMM CLOSET.
DUTY WEAPONS STORAGE AND EQUIPMENT
CHARGING STATIONS TO BE LOCATED ABOVE
STORAGE CABINETS WITH COUNTERTOP HEIGHT
OF 42".
PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT WORKSTATION.
SECURITY FORCES WORKSTATION SHALL HAVE A
CLOSED-CIRCUIT TELEVISION (CCTV)
MONITORING CAPABILITIES.
PROVIDE TRANSFER SWITCH AT BUILDING
EXTERIOR FOR STAND-BY PORTABLE
GENERATOR PER AFI 32-1063. COORDINATE
WITH FINAL DENIAL CAPABILITY.
SPACE FOR UNDER COUNTER REFRIGERATOR,
SINK AND MICROWAVE AT BREAK COUNTER.
INTERIOR HOSE BIB FOR WASH DOWN AND
DRAINAGE.
ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
VEHICLE INSPECTION AREA 4'-0" CLEAR ALL SIDES
Drawing Title:
TRAFFIC CONTROL DROP ARM
(BOLLARDS OPTIONAL)
COMMERCIAL VEHICLE
INSPECTION AND
GATEHOUSE (HIGH
VOLUME)
1/6/2015 8:57:19 AM
A
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE (HIGH VOLUME)
0
4'
8'
SCALE: 1/8 " = 1'
16'
Date:
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
3,378 GSF
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-109
1
2
3
4
5
NOT FOR
CONSTRUCTION
NOTES
D
STORAGE
FLOOR:
BASE:
WALLS:
CEILING:
C
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
TOILET
FLOOR: TILE OR VCT
BASE: RUBBER BASE
WALLS: GYPSUM BOARD (GB) AND TILE
WAINSCOT
CEILING: ACT OR GB (MIN. 9'-0" AFF)
FINISHED SEALED CONCRETE OR VCT
RUBBER BASE
GYPSUM BOARD (GB)
ACT OR GB (MIN. 9'-0" AFF)
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
INTERIOR FINISHES
GATEHOUSE
FLOOR: FINISHED SEALED CONCRETE OR VCT
BASE: RUBBER BASE
WALLS: DURABLE GYPSUM BOARD (GB)
IMPACT RESISTANT W/ PROTECTIVE
PANELING
CEILING: ACT OR GB (MIN. 9'-0" AFF)
Drawing Title:
COMMERCIAL VEHICLE
INSPECTION AND
GATEHOUSE (HIGH
VOLUME)
1/6/2015 8:57:29 AM
A
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE HIGH VOLUME (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-110
3
4
5
NOTES
1.
2.
D
3.
70' - 0"
DUTY WEAPON STORAGE
EQUIPMENT
CHARGING STATION
STAND-BY PORTABLE GENERATOR
INSPECTION
EQUIPMENT
STORAGE
DBIDS TERMINAL
4.
4'-3" MIN SCREEN WALL
AC CONDENSER
SECURITY
FORCES &
ESCORT
PARKING
5.
6.
IT/COMM
CANOPY ABOVE
7.
TOILET
K-9 CALMING
GATEHOUSE
VEHICLE INSPECTION AREA 4'-0" CLEAR ALL SIDES
DRIVER WAITING
C
8.
PASS THROUGH
WINDOW
9.
INSPECTION BAY
(17'-0" x 70'-0" MIN)
TRAFFIC FLOW
.
17'-0" MIN.
30' - 0"
COILING ROLL-UP
DOOR (12' X 14')
WITH SMALL
VIEW PANELS
PROTECTIVE
BOLLARDS
10.
11.
12.
13.
14.
B
15.
70'-0" MIN.
16.
NOT FOR
CONSTRUCTION
VEHICLE INSPECTION AREA SHALL BE COVERED
AND PROTECTED FROM THE ELEMENTS.
VEHICLE INSPECTION AREA SHALL SCREEN
VISIBILITY TO PREVENT OBSERVATION OF THE
INSPECTION OPERATION.
PROVIDE CEILING MOUNTED INSPECTION
MIRRORS WITHIN INSPECTION BAY.
HVAC: A PACKED TERMINAL AIR CONDITIONER (PTAC) OR DUCTLESS SPLIT-SYSTEM WOULD BE
USED WITHIN THE GATEHOUSE AND CEILING
MOUNTED UNIT HEATERS OR FANS IN
INSPECTION BAYS.
PROVIDE VENTILATION IN ACCORDANCE TO
ASHRAE TO MITIGATE VEHICLE EXHAUST.
PROVIDE LIGHTING IN ACCORDANCE TO ANSI
STANDARDS FOR INSPECTION PROCEDURES.
UNDER CARRIAGE INSPECTION PIT APPROVED BY
UFC BUT NOT RECOMMENDED. REFER TO UFC
FOR PIT CONFIGURATION IF USED.
CONSIDER CURRENT AND FUTURE INSPECTION
TECHNOLOGIES (ABOVE VEHICLE SURVEILLANCE
SYSTEMS [AVSS], UNDER VEHICLE SURVEILLANCE
SYSTEMS [UVSS], ION SCANNING, AND X-RAY
EQUIPMENT).
LOCATE COMM / IT EQUIPMENT WITHIN THE
GATEHOUSE ROOM.
DUTY WEAPONS STORAGE AND EQUIPMENT
CHARGING STATIONS TO BE LOCATED ABOVE
STORAGE CABINETS.
PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT WORKSTATION.
SECURITY FORCES WORKSTATION SHALL HAVE A
CLOSED-CIRCUIT TELEVISION (CCTV)
MONITORING CAPABILITIES.
PROVIDE TRANSFER SWITCH AT BUILDING
EXTERIOR FOR STAND-BY GENERATOR PER AFI
32-1063. COORDINATE WITH FINAL DENIAL
CAPABILITY.
PROVIDE UNDER COUNTER REFRIGERATOR, SINK
AND MICROWAVE AT BREAK COUNTER.
PROVIDE HOSE BIB FOR WASH DOWN AND
DRAINAGE.
ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
TRAFFIC CONTROL DROP ARM
(BOLLARDS OPTIONAL)
Drawing Title:
BYPASS LANE
COMMERCIAL VEHICLE
INSPECTION AND
GATEHOUSE (LOW
VOLUME)
1/6/2015 8:57:41 AM
A
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE (LOW VOLUME)
0
4'
8'
SCALE: 1/8 " = 1'
16'
Date:
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
1,763 GSF
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-111
1
2
3
4
5
NOT FOR
CONSTRUCTION
NOTES
D
TOILET
FLOOR:
BASE:
WALLS:
CEILING:
C
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
INSPECTION BAY
FLOOR: CONCRETE
BASE: RAISED CONCRETE CURB
WALLS: EXPOSED STRUCTURE - INSULATED
DURABLE LINER PANELS IN COLD
CLIMATE UP TO 8'
CEILING: EXPOSED STRUCTURE - VINYL FACED
INSULATION IN COLD CLIMATE (MIN. 17'-6"
AFF - CLEAR)
TILE
RUBBER BASE
GYPSUM BOARD (GB) AND TILE
ACT OR GB (MIN. 9'-0" AFF)
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
INTERIOR FINISHES
GATEHOUSE, WAITING, STORAGE & BREAK
FLOOR: FINISHED SEALED CONCRETE OR VCT
BASE: RUBBER BASE
WALLS: GYPSUM BOARD (GB)
CEILING: ACT OR GB (MIN. 9'-0" AFF)
Drawing Title:
COMMERCIAL VEHICLE
INSPECITON AND
GATEHOUSE (LOW
VOLUME)
1/6/2015 8:57:53 AM
A
COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE LOW VOLUME (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-112
1
2
3
4
5
NOTES
NOT FOR
CONSTRUCTION
OUTBOUND LANES
CONTAINMENT BARRIER
BARRIER SIGNAL
FINAL DENIAL BARRIER
MAX CLEAR 5' - 0"
ALTERNATE OVERWATCH LOCATION
C
INDUCTION LOOPS
INBOUND LANES
CRASH
ATTENUATOR
SF VEHICLE
BARRIER SIGNAL
BARRIER CONTROL
ACTIVATION
B
7' - 0"
CONTAINMENT BARRIER
OVERWATCH
UP
6' - 0" MIN
STOP LINE
BARRIER CONTROLS
7' - 0"
165'
INTERIOR FINISHES
BOOTH
FLOOR: FINISHED CONCRETE OR VCT
BASE: RUBBER BASE
WALLS: DURABLE GYPSUM BOARD (GB) WITH
PROTECTIVE LINER PANEL
CEILING: ACT OR GB (MIN. 8'-0" AFF)
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
D
HVAC: A PACKED TERMINAL AIR CONDITIONER (PTAC) OR DUCTLESS SPLIT-SYSTEM WOULD BE
USED.
2. PROVIDE BALLISTIC PROTECTION EQUIVALENT TO
UL 752 LEVEL III AT EXTERIOR ENVELOPE
(WINDOWS, DOORS, WALLS AND OTHER
EQUIPMENT).
3. PROVIDE DATA CONNECTION AND TELEPHONE AT
COUNTER.
4. PROVIDE BARRIER CONTROL ACTIVATION AT
COUNTER.
5. PROVIDE A MINIMUM OF 360-DEGREE VISIBILITY
AND A DIRECT LINE OF SIGHT TO THE ACCESS
CONTROL ZONE OF THE ACP INCLUDING
IDENTIFICATION AND INSPECTION AREAS.
6. PROVIDE WINDOWS THAT DO NOT INTERFERE WITH
THE CAPABILITY TO RESPOND TO AN ATTACK.
THEREFORE WINDOWS WILL BE CAPABLE OF BEING
FULLY OPENED/REMOVED QUICKLY OR HAVE A
SUBSTANTIAL GUN PORT TO ENABLE
UNOBSTRUCTED LINE OF FIRE FROM THE
POSITION.
7. ELEVATE THE FACILITY A MIN OF 3' TO AID THE
OBSERVATION OF INCOMING TRAFFIC AND
REDUCE INCIDENTAL/COLLATERAL DAMAGE BY
CREATING A PLUNGING FIRE SCENARIO.
8. PROVIDE AN ANNUNCIATOR IN THE OVERWATCH
TO ALERT SECURITY PERSONNEL OF THE DURESS
ALARM BEING TRIGGERED AT THE OTHER GUARD
FACILITIES.
9. 165' BETWEEN THE OVERWATCH AND THE FINAL
DENIAL CAPABILITIES IS REQUIRED.
10. ECF/IACP AND BARRIERS SHALL COMPLY WITH
UFGS 34 71 13.19 "ACTIVE VEHICLE BARRIERS" AND
UFGS 34 41 26.00 10 "ACP CONTROL SYSTEMS"
11. NO EXPOSED CONDUIT OR WIRING IN OVERWATCH
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1.
HANDRAIL
(BOTH SIDES)
Drawing Title:
OVERWATCH
1/6/2015 8:58:03 AM
A
OVERWATCH
0
4'
8'
SCALE: 3/32 " = 1'
Date:
16'
SQUARE FOOTAGE (REFERENCE PROGRAM)
MODULE =
49 GSF
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-113
1
2
3
4
5
NOT FOR
CONSTRUCTION
C
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
Drawing Title:
OVERWATCH
1/6/2015 8:58:15 AM
A
OVERWATCH (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-114
3
4
5
NOTES
65' - 6"
31' - 0"
1.
PERIMETER FENCE
D
AC CONDENSER
BARRIER - OTHER DESIGNS
ACCEPTABLE
4'-8" SCREEN
WALL
LINE OF ROOF
OVERHANG (ABOVE)
STAND-BY PORTABLE
GENERATOR
UNDER COUNTER
REFRIGERATOR
TR
4' - 0" MAX
C
15' - 4"
TOILET
STOR & JAN
TRANSACTION
DRAWER (TYP)
BREAK
GATEHOUSE
SECURITY BOLLARDS
43' - 0"
2' - 6"
DBIDS TERMINAL
/ PRINTER
EQUIPMENT CHARGING
DUTY WEAPON
STORAGE (ABOVE)
ENTRY PLAZA
BI-DIRECTIONAL
TURNSTILES
26' - 8"
ACCESSIBLE GATE
B
NOT FOR
CONSTRUCTION
LINE OF CANOPY ABOVE ATTACHED TO TURNSTILE
CONSTRUCTION
SUPPORT
WALL
THIS ENTRY CONDITION IS USED ONLY AS NEEDED
AND NOT COMMON TO BASE ENTRY SEQUENCE.
2. THIS CONDITION IS NOT ILLUSTRATED IN SITE PLANS
OR INCLUDED IN THE PROGRAM DOCUMENT.
3. WEAPONS STORAGE AND EQUIPMENT CHARGING
STATIONS TO BE LOCATED ABOVE STORAGE
CABINETS.
4. PROVIDE ACCESS TO NATIONAL CRIME
INFORMATION CENTER (NCIC) AT EACH
PROCESSING STATION.
5. PROVIDE UNDER COUNTER REFRIGERATOR, SINK
AND MICROWAVE AT BREAK COUNTER.
6. HVAC: A PACKED TERMINAL AIR CONDITIONER (PTAC) OR DUCTLESS SPLIT-SYSTEM WOULD BE
USED.
7. PROVIDE BALLISTIC PROTECTION EQUIVALENT TO
UL 752 LEVEL III AT EXTERIOR ENVELOPE (WINDOWS,
DOORS, WALLS AND OTHER EQUIPMENT).
8. ENTRANCES FOR COMMON ACCESS CARD (CAC)
CREDENTIALED EMPLOYEES DOES NOT REQUIRE A
MANNED FACILITY.
9. USE BI-DIRECTIONAL TURNSTILES TO
ACCOMMODATE HEAVY PEDESTRIAN TRAFFIC IN
THE MORNING AND EVENINGS.
10. QUANTITY OF TURNSTILES SHALL BE DETERMINED
BY PEAK DEMAND (TYPICAL CAPACITY IS 15 USERS
PER MINUTE IN ONE DIRECTION WITH ACCESS
CONTROL).
11. ALL STANDARD COUNTERTOPS ARE 36" A.F.F.
UNLESS NOTED OTHERWISE.
INTERIOR FINISHES
GATEHOUSE, STORAGE & BREAK
FLOOR: SEALED / STAINED CONCRETE OR TILE
BASE: RUBBER BASE
WALLS: RIGID HIGH IMPACT WALL COVERING OVER
HIGH IMPACT GYPSUM SHEATHING
CEILING: ACT OR GB (MIN. 9'-0" AFF)
TOILET
FLOOR:
BASE:
WALLS:
CEILING:
PERIMETER
FENCE
TILE
TILE BASE
GYPSUM BOARD (GB) AND TILE WAINSCOT
ACT OR GB (MIN. 9'-0" AFF)
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
2
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
1
Drawing Title:
BARRIER - OTHER DESIGNS
ACCEPTABLE
PEDESTRIAN ENTRY
A
1/6/2015 8:58:24 AM
PEDESTRIAN ENTRY
0
4'
8'
SCALE: 1/8 " = 1'
16'
SQUARE FOOTAGE
MODULE = 438 GSF
HALF SCOPE = 196 GSF
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-115
1
2
3
4
5
NOT FOR
CONSTRUCTION
C
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
Drawing Title:
PEDESTRIAN ENTRY
1/6/2015 8:58:35 AM
A
PEDESTRIAN ENTRY (NOTIONAL MASSING)
Date:
1 MARCH 2015
Designed By: AM
Drawing No.:
Drawn By:AM / KW
Checked By: MDT
A-116
1
3
2
4
5
GENERAL SITE PLAN NOTES:
KEY NOTES:
1 MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
NOT FOR
CONSTRUCTION
1. DESIGN ENTRY POINTS TO ALLOW ADEQUATE ASSESSMENT OF AUTHORIZATION OF APPROACHING VEHICLES, WHILE
MAINTAINING SAFETY OF GATE GUARDS AND OTHER VEHICLES APPROACHING THE ENTRY POINT, WITHOUT DISRUPTING
PEDESTRIAN OR VEHICULAR TRAFFIC FLOW.
2 MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY PER SDDCTEA PAMPHLET 55-15, AND UFC 4-022-01.
3 SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
2. LIMIT SPEED OF VEHICLES BY USING CURVILINEAR ACCESS ROADS, SPEED HUMPS OR TEXTURED PAVEMENTS.
4 VEHICLE INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
3. UTILIZE EXISTING NATURAL SITE FEATURES SUCH AS TOPOGRAPHY, WATER FEATURES, AND DENSE VEGETATION ALONG
ROADWAY TO SECURE ENTRY AND EXIT PROCEDURES AND INCORPORATE NEW FEATURES WHERE APPROPRIATE..
2705 Bee Cave Road, Suite 300, Austin, TX 78746
D
911 Central Parkway North, Suit 425, San Antonio, TX 78232
501 North Broadway, St. Louise, MO 63102
5 ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
4. PROVIDE CLEAR SIGHT LINES WITHIN SITE TO ALLOW SECURITY PERSONNEL AND SECURITY DEVICES TO MONITOR THE SITE
AND AREA BEYOND.
6 VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
7 LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
5. MINIMIZE CLEAR SIGHT LINES INTO SITE BY POTENTIAL AGGRESSORS THROUGH SCREENING OR UTILIZATION OF NATURAL
FEATURES.
9 RESPONSE ZONE LENGTH SHALL BE CALCULATED ON UFC 4-022-01, UFC 4-022-02, SDDCTEA PAMPHLET 55-15, LATEST EDITIONS, BASED ON GOVERNING THREAT SCENARIO
(INBOUND/HIGH SPEED, OUTBOUND/HIGHSPEED, OR ONE OF THE COVERT ATTACKS) WHICH RESULTS IN THE LONGEST REQUIRED ZONE LENGTH. APPROACH ZONE LENGTH, RESPONSE
ZONE SPEED REDUCING MEASURES, AND WRONG-WAY AND OVERSPEED DETECTION MEANS WILL IMPACT THE RESULTING OVERALL ACCESS CONTROL POINTS LENGTH. REFER TO THE
DESIGN CRITERIA FOR THREAT ROUTE CALCULATIONS OVERVIEW.
6. PROVIDE SELF-REJECTION LANE WITH TURNING RADII ADEQUATE FOR SEMI-TRUCKS PRIOR TO GATEHOUSE WHERE
COMMERCIAL VEHICLES ARE PROHIBITED FROM ENTERING.
7. DESIGN PRIMARY VEHICLE INSPECTION AREAS SO THEY ARE NOT VISIBLE TO THE PUBLIC.
11 THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15 AND UFC 4-022-01. THE
OVERWATCH POSITION SHALL BE ELEVATED, REACTIVE TO ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE
TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL ALSO BE LOCATED A SAFE DISTANCE FROM FINAL DENIAL
SHOULD IT BE DEPLOYED AND A WRECK OCCUR.
9. INCORPORATE SITE LIGHTING WITH A MINIMUM AVERAGE OF 4 FOOT-CANDLES TO PROVIDE SECURITY PERSONNEL A CLEAR
VIEW OF APPROACHING DRIVERS AND DRIVERS A CLEAR VIEW OF GATEHOUSE.
10. VISITOR'S CENTER SHALL BE LOCATED SO THAT IT IS EASILY ACCESSIBLE, CLEARLY VISIBLE AND HAS THE CAPACITY FOR
VEHICLES TO SELF-REJECT WITH MINIMAL TRAFFIC DISRUPTION.
12 REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL BE APPROVED BY BASE.
IN ADDITION, SECURITY FORCES SHALL BE CONSULTED.
13 GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
14 VISITOR'S CENTER PARKING SHALL BE SIZED IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
VISITOR/DoD ENTRY GATE (UNCONSTRAINED) SCHEMATIC
APPROX. 2000'
B
POST & CABLE BARRIER, RETAINING
WALL, OR OTHER APPROVED ROADWAY
CONTAINMENT BARRIER 6
R.A.M. POST
(AT HIGHER FPCONs)
R182'
ACCESS CONTROL
(DROP ARM GATE) 5
R20
0'
R25'
R5'
R5'
2
R25'
R5'
R21'
R5'
45'
R250'
14
4'
VISITOR'S
CENTER
PEDESTRIAN
SIDEWALK
STANDOFF DISTANCE 1
2'
A
(2) 15' GATES
13
R5'
28
'
82'
'
R1
GATEHOUSE
CANOPY
10
:1
TA
ACCESS CONTROL
PE
R
(DROP ARM GATE) 5
7
R25'
R15'
R15'
R15'
R200'
25'
R5'
22'
R25'
R200'
PORTABLE TRAFFIC CONTROL
DEVICE STORAGE
0
22'
R25'
R25'
4
3
POV
INSPECTION
R5'
40'
30'
R15'
R25'
25'
10:1 TAPER
60'
120'
SCALE: 1 " = 60'
22'
R25'
R25'
R35'
REVERSE ENTRY DEVICE (TYP. SYM.) 12
66'
82'
REJECTION LANE
REJECTION LANE
R5'
28'
R1
R35'
R5'
VISITOR'S
PARKING
14
20'
(2) 15' GATES
13
FINAL DENIAL
CAPABILITY 10
ALTERNATE POV INSPECTION AREA
CHASE VEHICLE
CHASE VEHICLE
R5'
APPROX. 365'
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
SELF REJECTION LANE (ABLE TO
ACCOMMODATE SEMI TRUCKS)
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
8. PROVIDE A FINAL DENIAL SYSTEM THAT WILL PROHIBIT UNAUTHORIZED VEHICLES FROM ENTERING THE SITE, BOTH ON THE
INBOUND AND OUTBOUND SIDE.
10 FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA PAMPHLET 55-15.
C
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
8 NUMBER OF ID CHECK STATIONS SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15.
Jacobs Project No.:
FDWD5022
Drawing Title:
7
VISITOR/DoD
ENTRY GATE
UNCONSTRAINED
R182'
SECURITY FORCES PARKING
R.A.M. POST
(AT HIGHER FPCONs)
RESPONSE ZONE 9
ID CHECK BOOTH 8
PORTABLE TRAFFIC CONTROL DEVICE STORAGE
PORTABLE TRAFFIC CONTROL DEVICE
OVERWATCH 11
CHASE VEHICLE
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-201
1
3
2
4
GENERAL SITE PLAN NOTES:
KEY NOTES:
1
MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND
SDDCTEA PAMPHLET 55-15.
10 FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC
4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA PAMPHLET 55-15.
2
MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO
USE THE FACILITY PER SDDCTEA PAMPHLET 55-15, AND UFC 4-022-01.
3
SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
11 THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA
PAMPHLET 55-15 AND UFC 4-022-01. THE OVERWATCH POSITION SHALL BE ELEVATED,
REACTIVE TO ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE
TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL ALSO BE
LOCATED A SAFE DISTANCE FROM FINAL DENIAL SHOULD IT BE DEPLOYED AND A
WRECK OCCUR.
4
VEHICLE INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND
SDDCTEA PAMPHLET 55-15.
5
ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
6
VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND
SDDCTEA PAMPHLET 55-15.
NUMBER OF ID CHECK STATIONS SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT,
PER SDDCTEA PAMPHLET 55-15.
9
RESPONSE ZONE LENGTH SHALL BE CALCULATED ON UFC 4-022-01, UFC
4-022-02, SDDCTEA PAMPHLET 55-15, LATEST EDITIONS, BASED ON GOVERNING
THREAT SCENARIO (INBOUND/HIGH SPEED, OUTBOUND/HIGHSPEED, OR ONE OF
THE COVERT ATTACKS) WHICH RESULTS IN THE LONGEST REQUIRED ZONE
LENGTH. APPROACH ZONE LENGTH,RESPONSE ZONE SPEED REDUCING
MEASURES, AND WRONG-WAY AND OVERSPEED DETECTION MEANS WILL
IMPACT THE RESULTING OVERALL ACCESS CONTROL POINTS LENGTH. REFER
TO THE DESIGN CRITERIA FOR THREAT ROUTE CALCULATIONS OVERVIEW.
3. REFERENCE NOTES 3 THROUGH 10 ON SHEET 201.
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
501 North Broadway, St. Louise, MO 63102
13 GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
14 VISITOR'S CENTER PARKING SHALL BE SIZED IN ACCORDANCE WITH SDDCTEA
PAMPHLET 55-15.
RE
REVERSE ENTRY
DEVICE (TYP. SYM.) 12
ON
SP
'
25
22'
O N E A L O NG C
L EN
SE Z
TR
1T
AP
RD
9
ER 7
R195'
40
'
10:
Y
'
25'
R5
R1
R.A.M. POST
(AT HIGHER FPCONs)
5'
R13
3
0'
ALT. POV INSPECTION
VISITOR/DoD ENTRY GATE (CONSTRAINED) SCHEMATIC
CHASE VEHICLE
GATEHOUSE
28'
64'
R5'
20'
ACCESS CONTROL
(DROP ARM GATE) 5
SELF REJECTION LANE
(ABLE TO ACCOMMODATE
SEMI TRUCKS)
ID CHECK BOOTH 8
(4) 15' GATES 13
CANOPY
RETURN LANE
5'
'
00
R1
FINAL DENIAL
CAPABILITY 10
R5'
'
R3
R5
10:1 TAPER 7
24
R50'
R6
'
R15
'
R7
0'
R1
2
VISITOR'S
CENTER
R1
5'
R5'
3
8'
R2
CHASE VEHICLE
10:1 TAPER 7
35
R5
'
'
25'
R
5'
5'
5'
R1
POV INSPECTION 4
OVERWATCH 11
PORTABLE TRAFFIC
CONTROL DEVICE STORAGE
3
R1
25
R1
'
5
R2
PORTABLE TRAFFIC
CONTROL DEVICE
5'
'
R12'-6"
R5
VISITOR'S
PARKING 14
R1
R145'
50'
100'
SCALE: 1 " = 50'
Jacobs Project No.:
FDWD5022
10:1 TAPER 7
Drawing Title:
INSPECTION LANE
CHASE VEHICLE
VISITOR/DoD
ENTRY GATE
CONSTRAINED
R.A.M. POST (AT HIGHER FPCONs)
ACCESS CONTROL
(DROP ARM GATE) 5
STANDOFF DISTANCE 1
25'
5'
'
A
0
PORTABLE TRAFFIC
CONTROL DEVICE STORAGE
'
R25
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
APPROX. 700'
ACCESS CONTROL
(DROP ARM GATE) 5
B
NOT FOR
CONSTRUCTION
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
8
REJECTION LANE
2. IN CONFINED SITES, INCORPORATE A CURVILINEAR ACCESS ROAD, TRAFFIC CIRCLES AND/OR SMALL RADIUS
TURNS IN ORDER TO LIMIT THE SPEED OF VEHICLES AND CREATE THE OPPORTUNITY FOR A MORE
INTERESTING APPROACH.
12 REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED
METHOD, SHALL BE APPROVED BY BASE. IN ADDITION, SECURITY FORCES SHALL BE
CONSULTED.
7
C
1. REFERENCE NOTE 1 ON SHEET 201.
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
5
POST & CABLE BARRIER, RETAINING WALL, OR
OTHER APPROVED ROADWAY CONTAINMENT
BARRIER 6
APPROX. 1000'
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-202
1
3
2
4
5
GENERAL SITE PLAN NOTES:
KEY NOTES:
1. DESIGN ENTRY POINTS TO ALLOW ADEQUATE ASSESSMENT OF AUTHORIZATION OF APPROACHING
VEHICLES, WHILE MAINTAINING SAFETY OF GATE GUARDS AND OTHER VEHICLES APPROACHING THE
ENTRY POINT, WITHOUT DISRUPTING PEDESTRIAN OR VEHICULAR TRAFFIC FLOW.
1 MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
2 MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY PER SDDCTEA PAMPHLET 55-15, AND UFC 4-022-01.
2. LIMIT SPEED OF VEHICLES BY USING CURVILINEAR ACCESS ROADS, SPEED HUMPS OR TEXTURED
PAVEMENTS.
3 SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
2705 Bee Cave Road, Suite 300, Austin, TX 78746
4 VEHICLE INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
3. UTILIZE EXISTING NATURAL SITE FEATURES SUCH AS TOPOGRAPHY, WATER FEATURES, AND DENSE
VEGETATION ALONG ROADWAY TO SECURE ENTRY AND EXIT PROCEDURES AND INCORPORATE NEW
FEATURES WHERE APPROPRIATE.
5 ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
911 Central Parkway North, Suit 425, San Antonio, TX 78232
501 North Broadway, St. Louise, MO 63102
6 VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
4. PROVIDE CLEAR SIGHT LINES WITHIN SITE TO ALLOW SECURITY PERSONNEL AND SECURITY DEVICES
TO MONITOR THE SITE AND AREA BEYOND.
7 LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
5. MINIMIZE CLEAR SIGHT LINES INTO SITE BY POTENTIAL AGGRESSORS THROUGH SCREENING OR
UTILIZATION OF NATURAL FEATURES.
8 NUMBER OF ID CHECK STATIONS SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15.
9 RESPONSE ZONE LENGTH SHALL BE CALCULATED ON UFC 4-022-01, UFC 4-022-02, SDDCTEA PAMPHLET 55-15, LATEST EDITIONS, BASED ON GOVERNING THREAT SCENARIO
(INBOUND/HIGH SPEED, OUTBOUND/HIGHSPEED, OR ONE OF THE COVERT ATTACKS) WHICH RESULTS IN THE LONGEST REQUIRED ZONE LENGTH. APPROACH ZONE LENGTH, RESPONSE
ZONE SPEED REDUCING MEASURES, AND WRONG-WAY AND OVERSPEED DETECTION MEANS WILL IMPACT THE RESULTING OVERALL ACCESS CONTROL POINTS LENGTH. REFER TO THE
DESIGN CRITERIA FOR THREAT ROUTE CALCULATIONS OVERVIEW.
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
D
NOT FOR
CONSTRUCTION
6. PROVIDE SELF-REJECTION LANE WITH TURNING RADII ADEQUATE FOR SEMI-TRUCKS PRIOR TO
GATEHOUSE WHERE COMMERCIAL VEHICLES ARE PROHIBITED FROM ENTERING.
7. DESIGN PRIMARY VEHICLE INSPECTION AREAS SO THEY ARE NOT VISIBLE TO THE PUBLIC.
10 FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA PAMPHLET 55-15 .
9. INCORPORATE SITE LIGHTING WITH A MINIMUM AVERAGE OF 4 FOOT-CANDLES TO PROVIDE SECURITY
PERSONNEL A CLEAR VIEW OF APPROACHING DRIVERS AND DRIVERS A CLEAR VIEW OF GATEHOUSE.
12 REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL BE APPROVED BY BASE.
IN ADDITION, SECURITY FORCES SHALL BE CONSULTED.
13 GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
C
DoD PERSONNEL GATE (UNCONSTRAINED) SCHEMATIC
APPROX. 1975'
RETURN LANE/SELF-REJECTION LANE
CHASE VEHICLE
B
R.A.M. POST (AT HIGHER FPCONs)
REJECTION LANE
SELF REJECTION LANE (ABLE TO
ACCOMMODATE SEMI TRUCKS)
EXIT LANE
ALTERNATE POV INSPECTION AREA
POST & CABLE BARRIER, OR RETAINING
WALL, OR OTHER APPROVED ROADWAY
CONTAINMENT BARRIER 6
ACCESS CONTROL
(DROP ARM GATE) 5
14'
POV 4
INSPECTION
R25'
R98'
R235'
R25'
R
R25'
R25'
R21'
13
(2) 15' GATES
10:1
TAP
ER
14'
4'
60'
120'
SCALE: 1 " = 60'
Jacobs Project No.:
40'
FDWD5022
25'
Drawing Title:
7
R25'
DoD PERSONNEL
ENTRY GATE
UNCONSTRAINED
ID CHECK
BOOTH 8
RESPONSE ZONE 9
CANOPY
2'
30'
R5'
28'
R170'
PEDESTRIAN SIDEWALK
STANDOFF DISTANCE 1
25'
0'
R37
R5'
R155'
R.A.M. POST
(AT HIGHER FPCONs)
R15'
R5'
45'
ACCESS CONTROL
(DROP ARM GATE) 5
R35'
5'
0
GATEHOUSE
R5'
14'
22'
R5'
4'
R25'
4'
R25'
2
R20
0'
R 7
30'
3
R5'
R5'
14' 20'
R25'
10:1 TAPE
42'
00'
R2
REJECTION LANE
REVERSE ENTRY DEVICE (TYP. SYM.) 12
R25'
R35'
A
CHASE VEHICLE
FINAL DENIAL CAPABILITY 10
(2) 15' GATES
13
APPROX. 310'
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
8. PROVIDE A FINAL DENIAL SYSTEM THAT WILL PROHIBIT UNAUTHORIZED VEHICLES FROM ENTERING
THE SITE, BOTH ON THE INBOUND AND OUTBOUND SIDE.
11 THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15 AND UFC 4-022-01. THE
OVERWATCH POSITION SHALL BE ELEVATED, REACTIVE TO ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE
TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL ALSO BE LOCATED A SAFE DISTANCE FROM FINAL DENIAL
SHOULD IT BE DEPLOYED AND A WRECK OCCUR.
OVERWATCH 11
CHASE VEHICLE
1 MARCH 2015
PORTABLE TRAFFIC CONTROL DEVICE STORAGE
Date:
PORTABLE TRAFFIC CONTROL DEVICE
Designed By: SM
Drawn By: LW
Checked By: MT
PORTABLE TRAFFIC CONTROL DEVICE STORAGE
Drawing No.:
A-203
1
3
2
4
KEY NOTES:
5
GENERAL SITE PLAN NOTES:
1 MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
1. REFERENCE NOTE 1 ON SHEET 203.
2 MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY PER SDDCTEA PAMPHLET 55-15, AND UFC 4-022-01.
3 SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
2. IN CONFINED SITES, INCORPORATE A CURVILINEAR ACCESS ROAD, TRAFFIC CIRCLES
AND/OR SMALL RADIUS TURNS IN ORDER TO LIMIT THE SPEED OF VEHICLES AND CREATE
THE OPPORTUNITY FOR A MORE INTERESTING APPROACH.
4 VEHICLE INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
3. REFERENCE NOTES 3 THROUGH 9 ON SHEET 203.
NOT FOR
CONSTRUCTION
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
D
4. IF THE DISTANCE BETWEEN THE PUBLIC ROADWAY AND INTERNAL BASE ROADWAY IS LESS
THAN 1000', REFERENCE THE ALTERNATE DoD CONSTRAINED SITE ON SHEET A-204A.
5 ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
501 North Broadway, St. Louise, MO 63102
6 VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
7 LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
8 NUMBER OF ID CHECK STATIONS SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15.
9 RESPONSE ZONE LENGTH SHALL BE CALCULATED ON UFC 4-022-01, UFC 4-022-02, SDDCTEA PAMPHLET 55-15, LATEST EDITIONS, BASED ON GOVERNING THREAT SCENARIO (INBOUND/HIGH SPEED,
OUTBOUND/HIGHSPEED, OR ONE OF THE COVERT ATTACKS) WHICH RESULTS IN THE LONGEST REQUIRED ZONE LENGTH. APPROACH ZONE LENGTH, RESPONSE ZONE SPEED REDUCING MEASURES,
AND WRONG-WAY AND OVERSPEED DETECTION MEANS WILL IMPACT THE RESULTING OVERALL ACCESS CONTROL POINTS LENGTH. REFER TO THE DESIGN CRITERIA FOR THREAT ROUTE
CALCULATIONS OVERVIEW.
11 THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15 AND UFC 4-022-01. THE OVERWATCH POSITION SHALL BE ELEVATED, REACTIVE TO
ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL ALSO BE LOCATED A SAFE DISTANCE FROM
FINAL DENIAL SHOULD IT BE DEPLOYED AND A WRECK OCCUR.
12 REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL BE APPROVED BY BASE. IN ADDITION, SECURITY FORCES SHALL BE CONSULTED.
13 GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
REVERSE ENTRY DEVICE (TYP. SYM.) 12
RE
C
ON
SP
O N E A L O NG C
SE Z
L EN
TR
Y
RD
9
REJECTION LANE
R190'
R.A.M. POST
(AT HIGHER FPCONs)
CHASE VEHICLE
DoD GATEHOUSE
25'
22'
40'
ACCESS CONTROL
(DROP ARM GATE) 5
R5'
25'
R1
R15'
'
ALT. POV INSPECTION 3
20'
14'
30
SELF REJECTION LANE
(ABLE TO ACCOMMODATE
SEMI TRUCKS)
ACCESS CONTROL
(DROP ARM GATE) 5
30'
DoD PERSONNEL GATE (CONSTRAINED) SCHEMATIC
ID CHECK BOOTH 8
CANOPY
10:1 TAPER 7
RETURN LANE
'
00
R1
R35'
R5'
R5
R5'
'
R5'
R50'
24
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
B
APPROX. 560'
(4) 15' GATES 13
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
10 FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA PAMPHLET 55-15.
R6
2
R35'
R7
0'
5'
FINAL DENIAL
CAPABILITY 10
R25'
CHASE VEHICLE
POV INSPECTION 4
R138'
R138
138
13
38
8'
8'
PORTABLE TRAFFIC
CONTROL DEVICE STORAGE
3
OVERWATCH 11
R1
25
R15'
'
R25'
PORTABLE TRAFFIC
CONTROL DEVICE
R50'
PORTABLE TRAFFIC
CONTROL DEVICE STORAGE
R15'
0
50'
100'
SCALE: 1 " = 50'
Jacobs Project No.:
10:1 TAPER 7
R25'
INSPECTION LANE
A
CHASE VEHICLE
DoD PERSONNEL
ENTRY GATE
CONSTRAINED
R.A.M. POST (AT HIGHER FPCONs)
POST & CABLE BARRIER, RETAINING WALL, OR
OTHER APPROVED ROADWAY CONTAINMENT
BARRIER 6
APPROX. 1000'
FDWD5022
Drawing Title:
ACCESS CONTROL
(DROP ARM GATE) 5
R145'
STANDOFF DISTANCE 1
25'
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-204
1
3
2
4
KEY NOTES:
5
GENERAL SITE PLAN NOTES:
1 MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
1. REFERENCE NOTE 1 ON SHEET 203.
2 MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY TRAVELING AT 15 MPH PER SDDCTEA PAMPHLET 55-15,
AND UFC 4-022-01.
2. IN CONFINED SITES, INCORPORATE A CURVILINEAR ACCESS ROAD, TRAFFIC CIRCLES
AND/OR SMALL RADIUS TURNS IN ORDER TO LIMIT THE SPEED OF VEHICLES AND CREATE
THE OPPORTUNITY FOR A MORE INTERESTING APPROACH.
3 SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15
3. REFERENCE NOTES 3 THROUGH 9 ON SHEET 203.
NOT FOR
CONSTRUCTION
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
4 VEHICLE INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
501 North Broadway, St. Louise, MO 63102
D
5 ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
6 VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
7 LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
8 NUMBER OF ID CHECK STATIONS SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15.
9 RESPONSE ZONE LENGTH SHALL BE CALCULATED ON UFC 4-022-01, UFC 4-022-02, SDDCTEA PAMPHLET 55-15, LATEST EDITIONS, BASED ON GOVERNING THREAT
SCENARIO (INBOUND/HIGH SPEED, OUTBOUND/HIGHSPEED, OR ONE OF THE COVERT ATTACKS) WHICH RESULTS IN THE LONGEST REQUIRED ZONE LENGTH.
APPROACH ZONE LENGTH, RESPONSE ZONE SPEED REDUCING MEASURES, AND WRONG-WAY AND OVERSPEED DETECTION MEANS WILL IMPACT THE RESULTING
OVERALL ACCESS CONTROL POINTS LENGTH. REFER TO THE DESIGN CRITERIA FOR THREAT ROUTE CALCULATIONS OVERVIEW.
1
6
10 FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA PAMPHLET 55-15.
11 THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15 AND UFC 4-022-01. THE OVERWATCH POSITION SHALL BE
ELEVATED, REACTIVE TO ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL
ALSO BE LOCATED A SAFE DISTANCE FROM FINAL DENIAL SHOULD IT BE DEPLOYED AND A WRECK OCCUR.
12 REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL BE APPROVED BY BASE. IN ADDITION, SECURITY FORCES
SHALL BE CONSULTED.
13 GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
C
4
APPROX 650 LF
3
12
8
10
B
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
12
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
2
9
7
11
5
12
3 4
5
13
7
SCALE: NOT TO SCALE
Jacobs Project No.:
FDWD5022
Drawing Title:
A
DoD PERSONNEL
ENTRY GATE
ALTERNATE
CONSTRAINED
APPROX. 600 LF
DoD PERSONNEL GATE (CONSTRAINED) ALTERNATE SCHEMATIC
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-204A
1
3
2
KEY NOTES:
5
GENERAL SITE PLAN NOTES:
1
MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
1. DESIGN ENTRY POINTS TO ALLOW ADEQUATE ASSESSMENT OF AUTHORIZATION OF APPROACHING VEHICLES, WHILE MAINTAINING SAFETY OF GATE
GUARDS AND OTHER VEHICLES APPROACHING THE ENTRY POINT, WITHOUT DISRUPTING PEDESTRIAN OR VEHICULAR TRAFFIC FLOW.
2
MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY PER SDDCTEA PAMPHLET 55-15,
AND UFC 4-022-01.
2. LIMIT SPEED OF VEHICLES BY USING CURVILINEAR ACCESS ROADS, SPEED HUMPS OR TEXTURED PAVEMENT.
3
SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
3. UTILIZE EXISTING NATURAL SITE FEATURES SUCH AS TOPOGRAPHY, WATER FEATURES, AND DENSE VEGETATION ALONG ROADWAY TO SECURE
ENTRY AND EXIT PROCEDURES AND INCORPORATE NEW FEATURES WHERE APPROPRIATE.
NOT FOR
CONSTRUCTION
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
4
TRUCK INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
5
ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
6
VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
7
LANE TRANSITIONS SHALL BE ACHIEVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
8
TRUCK HOLDING SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15.
9
RESPONSE ZONE IS NOT APPLICABLE AT COMMERCIAL GATES. THE FINAL DENIAL BARRIER SHALL REMAIN IN THE NORMALLY CLOSED MODE.
8. PROVIDE A FINAL DENIAL SYSTEM THAT WILL PROHIBIT UNAUTHORIZED VEHICLES FROM ENTERING THE SITE, BOTH ON THE INBOUND AND OUTBOUND
SIDE. ACTIVE VEHICLE BARRIERS FOR COMMERCIAL ENTRIES ARE TO BE FUNCTION AT “NORMALLY CLOSED MODE”-GUARD OPENS AND CLOSES AVB
FOR EACH VEHICLE ENTERING THE INSTALLATION.
10
FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA
PAMPHLET 55-15. FINAL DENIAL BARRIER SHALL REMAIN IN THE NORMALLY CLOSED MODE THEREFORE SHALL BE SELECTED WITH THE
UNDERSTANDING OF THE FREQUENT USE.
9. INCORPORATE SITE LIGHTING WITH A MINIMUM AVERAGE OF 4 FOOT-CANDLES TO PROVIDE SECURITY PERSONNEL A CLEAR VIEW OF APPROACHING
DRIVERS AND DRIVERS A CLEAR VIEW OF GATEHOUSE.
11
THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 5-15 AND UFC 4-022-01. THE
OVERWATCH POSITION SHALL BE ELEVATED, REACTIVE TO ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE
TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL ALSO BE LOCATED A SAFE DISTANCE FROM FINAL DENIAL
SHOULD IT BE DEPLOYED AND A WRECK OCCUR.
12
REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL BE APPROVED BY BASE.
IN ADDITION, SECURITY FORCES SHALL BE CONSULTED.
13
GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
501 North Broadway, St. Louise, MO 63102
4. PROVIDE CLEAR SIGHT LINES WITHIN SITE TO ALLOW SECURITY PERSONNEL AND SECURITY DEVICES TO MONITOR THE SITE AND AREA BEYOND.
5. MINIMIZE CLEAR SIGHT LINES INTO SITE BY POTENTIAL AGGRESSORS THROUGH SCREENING OR UTILIZATION OF NATURAL FEATURES.
6. PROVIDE ADEQUATE EXITING AND SELF-REJECTION LANES WITH TURNING RADII APPROPRIATE FOR SEMI-TRUCKS TO MINIMIZE TRAFFIC DISRUPTION.
C
COMMERCIAL GATE (UNCONSTRAINED) SCHEMATIC
APPROX. 1350'
(2) 12' GATES 13
SELF REJECTION LANE
POST & CABLE BARRIER, RETAINING WALL,
OR OTHER APPROVED ROADWAY
CONTAINMENT BARRIER 6
EXIT LANE
REVERSE ENTRY
DEVICE (TYP. SYM.) 12
SECURITY FORCES
& ESCORT PARKING
REJECTION LANE
FINAL DENIAL
CAPABILITY 10
R35'
28'
R35'
20' 15'
R35'
R27'-6"
74'
0
38'-0"
R27'-6"
26'
R27'-6"
16' 16'
R35'
TRUCK HOLDING 8
(9 TRUCK CAPACITY)
3
COMMERCIAL
4 INSPECTION
& GATEHOUSE
18'
X'
15'
HEAVY DUTY PAVEMENT
ISLAND TO BE INSTALLED
ONLY IF X-RAY IS USED
PER X-RAY MANUFACTURER
RECOMMENDATIONS
40'
100'
9
Jacobs Project No.:
FDWD5022
Drawing Title:
COMMERCIAL
ENTRY GATE
UNCONSTRAINED
ESCORT WAITING AREA
(2 TRUCK CAPACITY)
BYPASS LANE
X-RAY TRUCK
(OPTIONAL)
50'
7
(2) 12' GATES 13
STANDOFF DISTANCE 1
25'
SCALE: 1 " = 50'
40'-0"
ACCESS CONTROL
(DROP ARM GATE) 5
38'-0"
2
X'
A
APPROX. 195'
20' 10'
OVERWATCH 11
12'
20'
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
B
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
7. DESIGN PRIMARY VEHICLE INSPECTION AREAS SO THEY ARE NOT VISIBLE TO THE PUBLIC.
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
4
25'
CHASE VEHICLE
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-205
3
2
4
KEY NOTES:
GENERAL SITE PLAN NOTES:
1
MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
1. REFERENCE NOTE 1 ON SHEET 205.
2
MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY PER SDDCTEA PAMPHLET 55-15, AND UFC 4-022-01.
3
SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
2. IN CONFINED SITES, INCORPORATE A CURVILINEAR ACCESS ROAD AND/OR SMALL RADIUS TURNS
IN ORDER TO LIMIT THE SPEED OF VEHICLES AND CREATE THE OPPORTUNITY FOR A MORE
INTERESTING APPROACH.
4
TRUCK INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
3. REFERENCE NOTES 3 THROUGH 9 SHEET 205.
5
ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
6
VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
7
LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
8
TRUCK HOLDING SHALL BE BASED ON T.C.A., PER SDDCTEA PAMPHLET 55-15.
9
RESPONSE ZONE IS NOT APPLICABLE AT COMMERCIAL GATES. THE FINAL DENIAL BARRIER SHALL REMAIN IN THE NORMALLY CLOSED MODE.
10
NOT FOR
CONSTRUCTION
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
501 North Broadway, St. Louise, MO 63102
FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA PAMPHLET 55-15. FINAL DENIAL BARRIER SHALL
REMAIN IN THE NORMALLY CLOSED MODE THEREFORE SHALL BE SELECTED WITH THE UNDERSTANDING OF THE FREQUENT USE.
11
THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15 AND UFC 4-022-01. THE OVERWATCH POSITION SHALL BE ELEVATED, REACTIVE TO
ONCOMING TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE TOWARD GROUND SHOULD TARGET BE MISSED. OVERWATCH SHALL ALSO BE LOCATED A SAFE DISTANCE FROM FINAL
DENIAL SHOULD IT BE DEPLOYED AND A WRECK OCCUR.
12
REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL BE APPROVED BY BASE. IN ADDITION, SECURITY FORCES SHALL BE CONSULTED.
13
GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
APPROX. 790'
C
HEAVY DUTY PAVEMENT
STANDOFF DISTANCE 1
18'
X'
17'-6"
PER X-RAY MANUFACTURER
RECOMMENDATIONS
R27'-6"
2
ESCORT
ACCESS
26'
SE
LF
-R
EJ
EC
TI
ON
SECURITY FORCES
& ESCORT PARKING
(10:1 TA
PER)
7
R15'-6"
LA
NE
R2'
BYPASS LANE
12'
ACCESS CONTROL
(DROP ARM GATE) 5
40'
R2'
25'
POST & CABLE BARRIER, RETAINING WALL,
OR OTHER APPROVED ROADWAY
CONTAINMENT BARRIER 6
R5'
REVERSE
ENTRY
DEVICE
(TYP. SYM.) 12
20
'
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
15'
ESCORT
ACCESS
R65'
20'
3
B
4
COMMERCIAL
INSPECTION
& GATEHOUSE
R45'
APPROX. 540'
R109'
R55'
(2) 12'
GATES
13
20' 15' 20' 10'
X'
37'-6"
(2) 12'
GATES
13
ISLAND TO BE
INSTALLED ONLY IF
X-RAY IS USED
16' 16'
TRUCK HOLDING 8
(9 TRUCK CAPACITY)
TRUCK X-RAY
(OPTIONAL)
R35'
R35'
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
D
5
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
1
ESCORT WAITING AREA
(2 TRUCK CAPACITY)
9
FINAL DENIAL
CAPABILITY 10
0
25'
50'
100'
SCALE: 1 " = 50'
FDWD5022
Jacobs Project No.:
Drawing Title:
OVERWATCH 11
A
COMMERCIAL
ENTRY GATE
CONSTRAINED
CHASE VEHICLE
40'
COMMERCIAL GATE (CONSTRAINED) SCHEMATIC
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-206
1
3
2
4
5
GENERAL SITE PLAN NOTES:
KEY NOTES:
1. DESIGN ENTRY POINTS TO ALLOW ADEQUATE ASSESSMENT OF AUTHORIZATION OF APPROACHING VEHICLES, WHILE MAINTAINING SAFETY OF GATE GUARDS AND OTHER VEHICLES
1 MINIMUM STANDOFF DISTANCE SHALL BE DETERMINED PER UFC 2-100-01, UFC 4-010-02, AND SDDCTEA PAMPHLET 55-15.
APPROACHING THE ENTRY POINT, WITHOUT DISRUPTING PEDESTRIAN OR VEHICULAR TRAFFIC FLOW.w
MINIMUM TURNING RADIUS SHALL BE BASED ON ANTICIPATED LARGEST VEHICLE LIKELY TO USE THE FACILITY PER SDDCTEA PAMPHLET 55-15,
AND UFC 4-022-01.
2. LIMIT SPEED OF VEHICLES BY USING CURVILINEAR ACCESS ROADS, SPEED HUMPS OR TEXTURED PAVEMENTS. IN CONFINED SITES, INCORPORATE A CURVILINEAR ACCESS ROAD,
TRAFFIC CIRCLES AND/OR SMALL RADIUS TURNS IN ORDER TO LIMIT THE SPEED OF VEHICLES AND CREATE THE OPPORTUNITY FOR A MORE INTERESTING APPROACH.
3 SIZING OF INSPECTION AREAS SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
3. UTILIZE EXISTING NATURAL SITE FEATURES SUCH AS TOPOGRAPHY, WATER FEATURES, AND DENSE VEGETATION ALONG ROADWAY TO SECURE ENTRY AND EXIT PROCEDURES AND
INCORPORATE NEW FEATURES WHERE APPROPRIATE.
4 TRUCK INSPECTION CONSIDERATIONS SHALL BE IN ACCORDANCE WITH UFC 4-022-01 AND SDDCTEA PAMPHLET 55-15.
501 North Broadway, St. Louise, MO 63102
5. MINIMIZE CLEAR SIGHT LINES INTO SITE BY POTENTIAL AGGRESSORS THROUGH SCREENING OR UTILIZATION OF NATURAL FEATURES
6 VEHICULAR CONTAINMENT BARRIER SHALL MEET THE REQUIREMENTS OF UFC 4-022-02 AND SDDCTEA PAMPHLET 55-15.
6. PROVIDE SELF-REJECTION LANE WITH TURNING RADII ADEQUATE FOR SEMI-TRUCKS PRIOR TO GATEHOUSE WHERE COMMERCIAL VEHICLES ARE PROHIBITED FROM ENTERING.
7 LANE TRANSITIONS SHALL BE ACHEIVED AT A 10:1 TAPER PER SDDCTEA PAMPHLET 55-15.
8. PROVIDE A FINAL DENIAL SYSTEM THAT WILL PROHIBIT UNAUTHORIZED VEHICLES FROM ENTERING THE SITE, BOTH ON THE INBOUND AND OUTBOUND SIDE. ACTIVE VEHICLE BARRIERS
FOR COMMERCIAL ENTRIES ARE TO BE FUNCTION AT “NORMALLY CLOSED MODE”-GUARD OPENS AND CLOSES AVB FOR EACH VEHICLE ENTERING THE INSTALLATION.
9 RESPONSE ZONE LENGTH SHALL BE CALCULATED ON UFC 4-022-01, UFC 4-022-02, SDDCTEA PAMPHLET 55-15, LATEST EDITIONS, BASED ON
GOVERNING THREAT SCENARIO (INBOUND/HIGH SPEED, OUTBOUND/HIGHSPEED, OR ONE OF THE COVERT ATTACKS) WHICH RESULTS IN THE
LONGEST REQUIRED ZONE LENGTH. APPROACH ZONE LENGTH, RESPONSE ZONE SPEED REDUCING MEASURES, AND WRONG-WAY AND
OVERSPEED DETECTION MEANS WILL IMPACT THE RESULTING OVERALL ACCESS CONTROL POINTS LENGTH. REFER TO THE DESIGN CRITERIA
FOR THREAT ROUTE CALCULATIONS OVERVIEW.RESPONSE ZONE IS NOT APPLICABLE AT COMMERCIAL GATES. THE FINAL DENIAL BARRIER
SHALL REMAIN IN THE NORMALLY CLOSED MODE.
9. INCORPORATE SITE LIGHTING WITH A MINIMUM AVERAGE OF 4 FOOT-CANDLES TO PROVIDE SECURITY PERSONNEL A CLEAR VIEW OF APPROACHING DRIVERS AND DRIVERS A CLEAR
VIEW OF GATEHOUSE.
10. PROVIDE ADEQUATE EXISTING AND SELF-REJECTION LANES WITH TURNING RADII APPROPRIATE FOR SEMI-TRUCKS TO MINIMIZE TRAFFIC DISRUPTION.
11. VISITOR'S CENTER SHALL BE LOCATED SO THAT IT IS EASILY ACCESSIBLE, CLEARLY VISIBLE AND HAS THE CAPACITY FOR VEHICLES TO SELF-REJECT WITH MINIMAL TRAFFIC
DISRUPTION.
10 FINAL DENIAL CAPABILITIES SHALL MEET THE REQUIREMENTS OF UFC 4-022-01, UFC 4-022-02, UFGS 34 71 13.19, UFGS 34 41 26.00, AND SDDCTEA
PAMPHLET 55-15.
IN THE COMMERCIAL LANE, THE FINAL DENIAL BARRIER SHALL REMAIN IN THE NORMALLY CLOSED MODE THEREFORE SHALL BE SELECTED
WITH THE UNDERSTANDING OF THE FREQUENT USE.
11 THE OVERWATCH POSITION, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15
AND UFC 4-022-01. THE OVERWATCH POSITION SHALL BE ELEVATED, REACTIVE TO ONCOMING
TRAFFIC/THREAT, SO AS TO DIRECT ANY AMMUNITION FIRE TOWARD GROUND SHOULD TARGET BE
MISSED. OVERWATCH SHALL ALSO BE LOCATED A SAFE DISTANCE FROM FINAL DENIAL SHOULD IT BE
DEPLOYED AND A WRECK OCCUR.
12 REVERSE ENTRY DEVICES SUCH AS DETECTION LOOPS, WHICH ARE THE PREFERRED METHOD, SHALL
BE APPROVED BY BASE. IN ADDITION, SECURITY FORCES SHALL BE CONSULTED.
13 GATE NOT REQUIRED TO BE AT BASE PERIMETER. LOCATION TO BE BASE SPECIFIC.
14 VISITOR'S CENTER PARKING SHALL BE SIZED IN ACCORDANCE WITH SDDCTEA PAMPHLET 55-15.
COMBINING VISITOR, DoD, AND COMMERCIAL IN ONE GATE IS NOT PREFERRED AND
SHOULD ONLY BE USED IF SITE CONSTRAINTS DO NOT ALLOW FOR MULTIPLE GATES.
VISITOR/DoD/COMMERCIAL GATE (UNCONSTRAINED) SCHEMATIC
APPROX. 2000'
SELF REJECTION LANE (ABLE TO
ACCOMMODATE SEMI TRUCKS)
POST & CABLE BARRIER, RETAINING
WALL, OR OTHER APPROVED ROADWAY
CONTAINMENT BARRIER 6
R.A.M. POST
(AT HIGHER FPCONs)
FINAL DENIAL
CAPABILITY 10
R182'
B
R5'
R25'
8 VISITOR/DoD GATEHOUSE
ID CHECK BOOTH
R21'
:1
TA
25'
PE
7
R25'
0
30'
SECURITY FORCES PARKING
16' 16'
PORTABLE TRAFFIC
CONTROL STORAGE
PORTABLE TRAFFIC
CONTROL DEVICE
90'
36'
R.A.M. POST
(AT HIGHER FPCONs)
STANDOFF DISTANCE 1
OVERWATCH 11
CHASE VEHICLE
R55'
FINAL DENIAL 10
CAPABILITY
4
TRUCK HOLDING 8
(9 TRUCK CAPACITY)
60'
120'
18'
3
COMMERCIAL
INSPECTION
Jacobs Project No.:
FDWD5022
Drawing Title:
VISITOR/DoD/COMMERCIAL
ENTRY GATE
UNCONSTRAINED
REJECTION LANE
BYPASS LANE
X'
PER X-RAY MANUFACTURER
RECOMMENDATIONS
26'
SCALE: 1 " = 60'
R27'-6"
ISLAND TO BE INSTALLED
ONLY IF X-RAY IS USED
40'
R15'
RESPONSE ZONE 9
10:1 TAPER
R 7
REJECTION
LANE
R182'
PEDESTRIAN
SIDEWALK
10
R5'
66'
4'
ACCESS CONTROL
(DROP ARM GATE) 5
2'
(2) 15' GATES
13
R15'
28
'
'
VISITOR'S
CENTER
R15'
CANOPY
R5'
82'
R5'
R15'
22'
R200'
PORTABLE TRAFFIC
CONTROL STORAGE
22'
2
4
3 POV
INSPECTION
22'
R25'
R25'
R25'
45'
R1
R25'
R5'
R25'
R35'
REVERSE ENTRY DEVICE (TYP. SYM.) 12
R25'
R5'
14
APPROX. 440'
R20
0'
R5'
R25'
A
ACCESS CONTROL
(DROP ARM GATE) 5
20'
82'
REJECTION LANE
REJECTION LANE
R5'
28'
R1
R35'
VISITOR'S
PARKING
14
R5'
12'
20'
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
(2) 15' GATES
13
ALTERNATE POV INSPECTION AREA
CHASE VEHICLE
CHASE VEHICLE
R5'
R
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
7. DESIGN PRIMARY VEHICLE INSPECTION AREAS SO THEY ARE NOT VISIBLE TO THE PUBLIC.
8 NUMBER OF ID CHECK STATIONS SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15
TRUCK HOLDING SHALL BE BASED ON TRAFFIC ENGINEERING ASSESSMENT, PER SDDCTEA PAMPHLET 55-15.
C
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
4. PROVIDE CLEAR SIGHT LINES WITHIN SITE TO ALLOW SECURITY PERSONNEL AND SECURITY DEVICES TO MONITOR THE SITE AND AREA BEYOND.
5 ACCESS CONTROL DEVICES, SUCH AS DROP ARM GATES, SHALL BE APPROVED BY BASE.
D
NOT FOR
CONSTRUCTION
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
2
15'
X'
HEAVY DUTY PAVEMENT
X-RAY TRUCK (OPTIONAL)
40'
25'
ESCORT WAITING AREA
(2 TRUCK CAPACITY)
SECURITY FORCES
& ESCORT PARKING
Date:
1 MARCH 2015
Designed By: SM
Drawn By: LW
Checked By: MT
Drawing No.:
A-207
1
3
2
4
GENERAL SIGNAGE NOTES:
SIGN LEGEND:
1. ALL SITE PLANS SHALL COMPLY WITH THE UNITED FACILITIES CRITERIA
(UFC 4-022-01) SECURITY ENGINEERING: ENTRY CONTROL FACILITIES /
ACCESS CONTROL POINTS.
ONLY IF EQUIPMENT IS
USED
SIGN DIRECTIONAL SYMBOL.
FOR REFERENCE ONLY
2. ALL SIGNS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). USE TABLES 2C-4, 2C-5, & 2C-6 FOR
PLACEMENT DISTANCES OF WARNING SIGNS.
GATE NAMES TBD BY BASE
REQUIREMENTS
3. ALL SIGNAGE SELECTIONS AND PLACEMENT SHALL FOLLOW SDDCTEA
PAMPHLET 55-15, SECTIONS 4, 7, 8, AND 10.
SPEED LIMIT TO BE SET BY
BASE
D
USE STANDARD SIGN
USE IN TANDEM WITH "DO
NOT ENTER" SIGN
2705 Bee Cave Road, Suite 300, Austin, TX 78746
911 Central Parkway North, Suit 425, San Antonio, TX 78232
501 North Broadway, St. Louise, MO 63102
4. ALL SIGN SELECTIONS SHOWN ARE NOTIONAL. FINAL SIGNAGE SHALL BE
APPROVED BY THE BASE.
5. ALL SIGN SELECTIONS & PLACEMENT SHOULD BE BASED OFF OF
CIRCULATION REQUIREMENTS.
TO BE USED FOR ALL ACTIVE
BARRIERS
USE STANDARD SIGN
6. ADDITIONAL SIGNAGE MAY BE REQUIRED.
USE AT INSPECTION & ID
CHECK LOCATIONS
NO LEFT TURN
C
ONE WAY
ONE WAY
ONE WAY
ONE WAY
30' MIN
100'
VISITOR'S
PARKING
B
AIR FORCE CIVIL ENGINEER CENTER
FACILITIES DYNAMIC PROTOTYPES DESIGN:
FOR TRUCKS AND
COMMERCIAL VEHICLES
REQUIRING INSPECTION
ONE WAY
"BARRIER ACTIVATED WHEN
FLASHING" USE THIS SIGN OR
ANOTHER BASE APPROVED
SIGN
POV
INSPECTION
100'
100' - 200'
SCALE(S) AS NOTED ON THIS SHEET ARE BASED ON A FULL SIZE 22X34 SHEET
NOT FOR
CONSTRUCTION
ENTRY CONTROL FACILITIES / INSTALLATION ACCESS
CONTROL POINTS (ECF/IACP)
TBD
ONE WAY
5
30' MIN
VISITOR/DoD
GATEHOUSE
VISITOR'S
CENTER
ID CHECK
BOOTH
0
OVERWATCH
FINAL DENIAL
CAPABILITIES
ONE WAY
30'
60'
120'
SCALE: 1 " = 60'
Jacobs Project No.:
FDWD5022
Drawing Title:
A
NOTIONAL
SIGNAGE PLAN
ONE WAY
ONE WAY
ONE WAY
Date:
1 MARCH 2015
Designed By: SM
Drawn By: KW
Checked By: MT
Drawing No.:
A-208