(600MM X 750MM) 24" X 30" R10-6AL (600MM X 750MM) 24" X 30" R10-6AR AL AR INBOUND OUTBOUND 143' 120' 150' 120' 143' AL AL AR AR AR AR A1 A1 A2 A2 6' (TYP) NOT TO SCALE NOTES LOOP DETECTION AREA NUMBER WHITE CROSSHATCHING PAVEMENT MARKINGS LEGEND QUADRUPOLE INDUCTIVE LOOP DETECTOR PASSIVE BARRIER POST MOUNTED SIGN STOP LINE PAVEMENT MARKING POLE-MOUNTED TRAFFIC SIGNAL WITH LUMINAIRE POLE-MOUNTED TRAFFIC SIGNAL TRAFFIC ARM (OPTIONAL) X SAFETY SCHEME DETAIL AHEAD ACTIVATED BARRIER FLASHING WHEN (900MM X 900MM) 36" X 36" W3-3A-TEA (750MM X 600MM) 30" X 24" W16-13P B B B B B B # ACTIVE VEHICLE BARRIER AND EQUIPMENT IMPACT ATTENUATOR > > > > > > > > > > > > AL AL 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. DETAIL A THROUGH SDDCTEA. CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED. ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH AVB EQUIPMENT WIDTHS SHOWN ON SECTIONS A1-A1 AND A2-A2 VARY BY AVB TYPE, MODEL, AND MANUFACTURER. TO THE STATE DOT OR LOCAL STANDARDS. DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM LOOP 1 - GATE ARM LOOP (IF USED), LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP. ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION. BARRIER EQUIPMENT. OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15. ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND MUTCD, SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS. SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE BARRIER INTERFACES. REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE 200 VEHICLES PER HOUR PER LANE. THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS > > > > 7 AUGUST 2019 VERIFY CURRENT VERSION WITH SDDCTEA. SCHEME LAYOUT IS SUBJECT TO CHANGE. 1 2 SAFETY SCHEME FULL CONTAINMENT
24
Embed
07 64643 Combo Int Stop Control-HB Korean- · (600mm x 750mm) 24" x 30" r10-6al (600mm x 750mm) 24" x 30" r10-6ar al ar inbound outbound 143' 120' 150' 120' 143' al al ar ar ar ar
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
(600MM X 750MM)
24" X 30"
R10-6AL
(600MM X 750MM)
24" X 30"
R10-6AR
AL AR
INBOUND
OUTBOUND
143' 120'
150'
120' 143'
AL
AL
AR
AR
AR
AR
A1
A1A2
A2
6' (TYP)
NOT TO SCALE
NOTES
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
POLE-MOUNTED TRAFFIC SIGNAL
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL
TRAFFIC ARM (OPTIONAL)
X
XX
SAFETY SCHEME DETAIL
>>>>
>>>>
>>>>
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
(900MM X 900MM)
36" X 36"
W3-3A-TEA
(750MM X 600MM)
30" X 24"
W16-13P
B
B
B
B
B
B
#
ACTIVE VEHICLE BARRIER AND EQUIPMENT
IMPACT ATTENUATOR
>>>>
>>>>
>>>>
AL
AL
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
DETAIL A
THROUGH SDDCTEA.CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVALPLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC
RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
AVB EQUIPMENT WIDTHS SHOWN ON SECTIONS A1-A1 AND A2-A2 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.
TO THE STATE DOT OR LOCAL STANDARDS. DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
BARRIER EQUIPMENT.OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE
ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND
MUTCD, SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE
BARRIER INTERFACES.REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
200 VEHICLES PER HOUR PER LANE.THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS
>>>>
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
SAFETY SCHEME
FULL CONTAINMENT
(TYP)
AVB EQUIPMENT
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
TRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
NOT TO SCALE
SECTION A1-A1
10'-12' 10'-12'10'-12'10'-12'
(T
YP)
4.5'-
6'
24' MIN
(TYP)
AVB EQUIPMENT
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
TRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
NOT TO SCALE
SECTION A2-A2
10'-12' 10'-12'
(T
YP)
4.5'-
6'
8' MIN
BARRIER
PASSIVE
BARRIER (TYP)
PASSIVE
10'-12'10'-12'
BARRIER (TYP)
PASSIVE
10' 6'4'
4'2' 2'
2'2'4'
2'
3 2 1
DETAIL B
2' (TYP)
DETAIL A
1' (TYP)
CURB
(300MM X 900MM)12" X 36"
OM3-R
2'
9'
DETAIL B
NOTES CONT'D
17.
16.
15.
14.
13.
12.
14'
AND INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO ROADWAY
SERVICE LIFE. REPLACE WITH CURRENT STANDARD AT THAT TIME.IN AND MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFULSDDCTEA SAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHEREDEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF
TRAFFIC ARM IS OPTIONAL.
VERIFY AVB IS FULLY RETRACTED.MIRRORS ARE RECOMMENDED TO DISPLAY AVB TO DRIVER AT STOP LINE TO
CONDITIONS.DISTANCE BETWEEN THE FIRST AND SECOND AVB MAY VARY TO MEET FIELD
LANES TO DISCOURAGE LANE CHANGING.FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
22
SAFETY SCHEME
FULL CONTAINMENT
LEGEND
NOTES
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
BARRIER
DEPLOYING
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
1 LANE
SCHEME -
AVB SAFETY
CONTROL
STOP
X
XX
SAFETY SCHEME DETAIL
BC
B C
A1
DETAIL A
NOT TO SCALE
OUTBOUND
INBOUND
A
A1
CBA
WITH 12" RED SIGNAL FACE
LED BLANK-OUT SIGN
(750MM X 750MM)
30" X 30"
R5-1
(750MM X 750MM)
30" X 30"
R1-1
(900MM X 900MM)
36" X 36"
W3-3A-TEA
(750MM X 600MM)
30" X 24"
W16-13P
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
>>>>
DETAIL A
2' (TYP)
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
IMPACT ATTENUATOR>>>>
3.
2.
1.
4'
2' 6' 2'2' 6' 2'
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
1' (TYP) 1 2
1 2
A
BARRIER INTERFACES.
DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
REFER TO ARMY STANDARD DESIGN CRITERIA FOR
PER DIRECTION.
BUT SCHEME CAN BE USED FOR MULTIPLE LANES
ILLUSTRATION SHOWS ONE LANE PER DIRECTION,
800 VEHICLES PER HOUR PER LANE.
INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS
THIS SCHEME NOT INTENDED FOR USE WHERE
5'
8'
3'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
10'-12' 10'-12'
A
A
NOT TO SCALE
SECTION A1-A130'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
6
AND INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY
REPLACE WITH CURRENT STANDARD AT THAT TIME.
MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE.
SDDCTEA SAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN AND
EXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF
AVB ON THE INSTALLATION SIDE OF THE BARRIER.
ZONE SHALL EXTEND FROM THE ID CHECK AREA TO 300 FEET BEYOND THE
FOR SINGLE LANE ROADWAYS WITH NO MEDIAN, A NO PASSING
TO DISCOURAGE LANE CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES
SDDCTEA.
SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH
ANY ALTERATION IN TRAFFIC CONTROL (SIGNALS, BEACONS,
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS.
INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE
SHALL BE USED.
BACKPLATES WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH
MODEL, AND MANUFACTURER.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE,
EQUIPMENT SHALL CONFORM TO THE STATE DOT OR LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION. OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
AS PER SDDCTEA PAMPLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS
SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE MUTCD,
10 SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE AND ACTIVE BARRIER INTERFACES.
PER DIRECTION. ILLUSTRATION SHOWS MULTIPLE LANES PER DIRECTION, BUT SCHEME CAN BE USED FOR ONE LANE
PER HOUR PER LANE. THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND TRAFFIC VOLUME EXCEEDS 800 VEHICLES
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
BEACON SAFETY SCHEME
STOP CONTROL/HYBRID
COMBINATION INTERSECTION
13
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
INTERSECTION
SCHEME -
AVB SAFETY
CONTROL
STOP
NOTES CONT'D
5'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
SECTION A1-A1
(TYP)
AVB EQUIPMENT
6' MIN
BARRIER (TYP)
PASSIVE
10'-12' 10'-12'
FF
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
10'-12' 10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
NOT TO SCALE
* *
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID
DETAIL A
2'6'
2'
2'
6'2'
1' (TYP)
4'
2' (TYP)
1
1
1 2
2
2
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST NOT OBSTRUCT INTERSECTION SIGHT DISTANCE.
CHANGING.FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO DISCOURAGE LANE
A TRAFFIC STUDY WILL NEED TO VALIDATE TRAFFIC CONTROL. AN ALL-WAY STOP IS THE PREFERRED TRAFFIC CONTROL; HOWEVER A TWO-WAY STOP MAY BE REQUIRED.
WITH SAFETY LOOP DETECTION. UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION
SPEEDS HIGHER THAN 25 MPH.DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED
LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTIONPLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION
RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED. ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
AND MANUFACTURER.AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 AND A3-A3 VARY BY AVB TYPE, MODEL,
CONFORM TO THE STATE DOT OR LOCAL STANDARDS.DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL
LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY DIM.
OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE
(TYP)6'
32
BEACON SAFETY SCHEME
STOP CONTROL/HYBRID
COMBINATION INTERSECTION
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' MIN10'-12' 10'-12'10'-12' 10'-12'
NOT TO SCALE
SECTION A3-A3
TRAFFIC
OUTBOUNDTRAFFIC
INBOUND
10'-12'
5'
8'
(TYP)
AVB EQUIPMENT
BARRIER (TYP)
PASSIVE
AA
TRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' MIN 10'-12'
BARRIER (TYP)
PASSIVE
NOT TO SCALE
SECTION A2-A2
10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
42'
DETAIL B
2'
8'76'2'4' (TYP)
2'6'2'
1' (TYP)
1
1
2
2
D
10'-12'10'-12'
(TYP)
12" SIGNAL INDICATIONS
HYBRID BEACON -
17'-
19'
MO
UN
TIN
G
HEIG
HT
(TYP)6'
33
BEACON SAFETY SCHEME
STOP CONTROL/HYBRID
COMBINATION INTERSECTION
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
TRAFFIC GATE ARM
NOT TO SCALE
PASSIVE BARRIER
SINGLE FACED GUARDRAIL
DOUBLE FACED GUARDRAIL
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN WITH LUMINAIRE
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
A1
A1
B
CC
INBOUND
OUTBOUND
B
A
AC
C
X
SAFETY SCHEME DETAIL
>>>>
LED BLANK-OUT SIGN
(750MM X 750MM)
30" X 30"
R5-1
(900MM X 900MM)
36" X 36"
W3-3A-TEA
CB
(600MM X 750MM)
24" X 30"
R10-6A
A
(750MM X 600MM)
30" X 24"
W16-13P
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
>>>>
>>>>
DETAIL A
NOTES
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE
SERVICE LIFE. REPLACE WITH CURRENT STANDARD AT THAT TIME.CONSIDERED GRANDFATHERED IN AND MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFULEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA SAFETY SCHEMES ARE
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.
DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED SPEEDS HIGHER THAN 25 MPH.
REQUIRE APPROVAL THROUGH SDDCTEA. TRAFFIC CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS)PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARIES BY AVB TYPE, MODEL, AND MANUFACTURER.
CONFORM TO THE STATE DOT OR LOCAL STANDARDS. DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
BARRIER SHALL UTILIZE BREAK-A-WAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, DETAIL A, DETAIL B, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND ACTIVE
SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE MUTCD,
SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE BARRIER INTERFACES.
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
SCHEME (ONE LANE)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
12
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
TRAFFIC SIGNALS
100dB HORN
DARK
DARK
NORMAL OPERATIONS
NORMAL OPERATIONS
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
YELLOW
DEPLOYING
RED
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
DEPLOYING DEPLOYED
(WITH NO TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH TRAFFIC IN SYSTEM)
TRAFFIC ARM
(WITH TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH NO TRAFFIC IN SYSTEM)
TRAFFIC ARM
1 2 3
INTERVAL
SAFETY
NON-DEPLOYED
DEPLOYED
DEPLOYED
DEPLOYED
SCHEME
SAFETY
DETECTION
PRESENCE
EFFICIENCY
HIGH
ONE-LANE
CURB
(300MM X 900MM)12" X 36"
OM3-R
2'
9'
DETAIL B
5'
8'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
6' (AVBs STAGGERED)
8' (AVBs ALIGNED)
CCC
10'-12'10'-12'
(TYP)
APPROACH
AND OUTBOUND
BOTH INBOUND
SIGNAL FACE ON
NOT TO SCALE
SECTION A1-A1
3' MIN (TYP)
10'
34'
2'
8' 2' 7' 2'
2' 6' 2'
1' (TYP)
4' (TYP)
DETAIL A
1 3 2
6' (TYP)
BARRIER (TYP)
PASSIVE
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
22
SCHEME (ONE LANE)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
A1
(300MM X 900MM)
12" X 36"
OM3-C
D
INBOUND
OUTBOUND
C
A
A
A
A
A1
C
CC
C
D
D
NOT TO SCALE
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
TRAFFIC GATE ARM
PASSIVE BARRIER
SINGLE FACED GUARDRAIL
DOUBLE FACED GUARDRAIL
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN WITH LUMINAIRE
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
POLE-MOUNTED TRAFFIC SIGNAL
NOTES
A
(900MM X 900MM)
36" X 36"
W3-3A-TEA
(600MM X 750MM)
24" X 30"
R10-6AL
(600MM X 750MM)
24" X 30"
R10-6AR
BBL BR
BBL
BBL
BR
X
SAFETY SCHEME DETAIL
>>>>
>>>>
>>>>
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
(750MM X 600MM)
30" X 24"
W16-13P
LED BLANK-OUT SIGN
(900MM X 900MM)
36" X 36"
R5-1
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
>>>>
>>>>
>>>>
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
DETAIL A
>>>>BR
MANUFACTURER.AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE, MODEL, AND
TO THE STATE DOT OR LOCAL STANDARDS.DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, DETAIL A, DETAIL B, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
BARRIERS AS PER SDDCTEA PAMPHLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND ACTIVE VEHICLE
PAMPHLET 55-15 AND LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE MUTCD, SDDCTEA
BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10 SECONDS, AND
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE AND ACTIVE BARRIER INTERFACES.
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
SCHEME (TWO LANES)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7
LED BLANK-OUT SIGN
DO NOT ENTER
TRAFFIC SIGNALS
100dB HORN
DARK
DARK
NORMAL OPERATIONS
NORMAL OPERATIONS
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
YELLOW
DEPLOYING
RED
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
DEPLOYING DEPLOYED
(WITH NO TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH TRAFFIC IN SYSTEM)
TRAFFIC ARM
(WITH TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH NO TRAFFIC IN SYSTEM)
TRAFFIC ARM
1 2 3
INTERVAL
SAFETY
NON-DEPLOYED
DEPLOYED
DEPLOYED
DEPLOYED
SCHEME
SAFETY
DETECTION
PRESENCE
EFFICIENCY
HIGH
TWO-LANE
NOTES CONT'D
(TYP)
AVB EQUIPMENT
3' MIN (TYP)
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' (AVBs STAGGERED)
8' (AVBs ALIGNED)
8' MIN
TRAFFIC
INBOUND
TRAFFIC
INBOUND
8' MIN
TRAFFIC
OUTBOUND
5'
8'
CCC (TYP)
APPROACH
AND OUTBOUND
BOTH INBOUND
SIGNAL FACE ON
10'-12' 10'-12' 10'-12' 10'-12'
(TYP)
BARRIER
PASSIVE
NOT TO SCALE
SECTION A1-A1
CURB
2'
9'
(300MM X 900MM)12" X 36"
OM3-R
DETAIL B
>>>>
10'
34'
7' 2' 6' 2'
2'2'2'8'
6' (TYP)
4' (TYP)
1' (TYP)
3
3 2
2 1
1
DETAIL A
STANDARD AT THAT TIME.IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE. REPLACE WITH CURRENTSAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN AND MAY REMAINEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA
DISCOURAGE LANE CHANGING. FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO
CONJUNCTION WITH SAFETY LOOP DETECTION.UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN
POSTED SPEEDS HIGHER THAN 25 MPH.DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR
MARKINGS AND DETECTION LOOP) REQUIRE APPROVAL THROUGH SDDCTEA. ANY ALTERATION IN TRAFFIC CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING,PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS.
WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED. ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES
20.
19.
18.
17.
16.
15.
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT(L
UMIN
AIR
E)
8
22
SCHEME (TWO LANES)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
A
34
2
5
AL
A
AR
C
NOT TO SCALE
INBOUND
OUTBOUND
A1
A1
A
BR
A
B
C
1X
XX
SAFETY SCHEME DETAIL
NOTES
LED BLANK-OUT SIGN
(900MM X 900MM)
36" X 36"
R3-1
(900MM X 900MM)
36" X 36"
W3-3A-TEA
(750MM X 600MM)
30" X 24"
W16-13P
100' 50'
50'
50'
(600MM X 750MM)
24" X 30"
R10-6AL
(600MM X 750MM)
24" X 30"
R10-6AR
BLLOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
DOUBLE FACED GUARDRAIL
IMPACT ATTENUATOR
POST MOUNTED SIGN
STRUCTURE MOUNTED SIGN
POLE-MOUNTED SIGN WITH LUMINAIRE
MAST ARM WITH LUMINAIRE
TRAFFIC SIGNAL
OPTIONAL SIGN*
BL
BL
BL
BL
BR
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
(900MM X 900MM)
36" X 36"
W3-3A-TEA
(750MM X 600MM)
30" X 24"
W16-13P
(750MM X 600MM)
30" X 24"
W16-6R
AR
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
AL
(900MM X 900MM)
36" X 36"
W3-3A-TEA
(750MM X 600MM)
30" X 24"
W16-13P
(750MM X 600MM)
30" X 24"
W16-6L
AHEAD
ACTIVATED
BARRIER
FLASHING
WHEN
C
>>>>
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
STOP LINE PAVEMENT MARKING
>>>>
>>>>
>>>>
DETAIL A
D
D
LED BLANK-OUT SIGN
(900MM X 900MM)
36" X 36"
R3-2
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
ON THE FOLLOWING PAGES.
SECTION A1-A1, MAST ARM DETAILS, DETAIL A AND OPERATIONAL SEQUENCING FOR EFO SHOWN