07 64643 Combo Int Stop Control-HB Korean- · 2019. 8. 13. · double faced guardrail a avb...

OCONUS - JAPANESE VERSION

NOT TO SCALE

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)

#

ACTIVE VEHICLE BARRIER AND EQUIPMENT

IMPACT ATTENUATOR>>>>

12

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTES

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

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

LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND

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

B

SAFETY SCHEME

FULL CONTAINMENT

750MM X 750MM

INBOUND

OUTBOUND

143' 120'

150'

120' 143'A1

A1A2

A2

6' (TYP)

B

B

B

B

B>>>>

>>>>

DETAIL A

>>>>

900MM X 900MM

A

A

A

A

A A

A

A

A

X

XX

SAFETY SCHEME DETAIL

>>>>

>>>>

>>>>

7 AUGUST 2019

VERIFY CURRENT VERSION WITH SDDCTEA.

SCHEME LAYOUT IS SUBJECT TO CHANGE.


DETAIL A

22

NOTES CONT'D

17.

16.

15.

14.

13.

12.

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

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

BARRIER

PASSIVE

BARRIER (TYP)

PASSIVE

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

(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 10'-12' 10'-12'

BARRIER (TYP)

PASSIVE

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

10' 6'4'

4'2' 2'

2'2'4'

2'

321

DETAIL B

2' (TYP)1' (TYP)

14'

CURB

(300MM X 900MM)12" X 36"

OM3-R

2'

9'

DETAIL B


LEGEND

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

NOT TO SCALE




PASSIVE BARRIER

POST MOUNTED SIGN


WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL AND SIGN

POLE-MOUNTED TRAFFIC SIGNAL AND SIGN

IMPACT ATTENUATOR>>>>


#

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

6

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,


INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS

THIS SCHEME NOT INTENDED FOR USE WHERE

3.

2.

1.

NOTES

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

11

(ONE LANE)

SCHEME - MIDBLOCK

STOP CONTROL SAFETY

BA C

5'

8'

3'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

(TYP)

AVB EQUIPMENT

10'-12'10'-12'

A

A

NOT TO SCALE

SECTION A1-A1

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

750MM

BC

B C

A1

DETAIL A

OUTBOUND

INBOUND

A

A

A1

>>>>

DETAIL A

>>>>A

A

2' (TYP)

4'

2' 6' 2'2' 6' 2'

1' (TYP)1

2 1

2

X

XX

SAFETY SCHEME DETAILCONTROL


THREAT

TIMELINE (SEC) 4 5

LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

SILENT

ILLUMINATED

"DO NOT ENTER"

ACTIVATED

1 2 3

BARRIER

DEPLOYING



BEACONS DARK

DARK

YELLOW


DEPLOYING



1 LANE

SCHEME -

AVB SAFETY

CONTROL

STOP 6

SIGN WITH BEACONS

WARNING

750MM X 750MM

WITH 12" RED SIGNAL FACE

LED BLANK-OUT SIGN

750MM

(TYP)

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 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.

LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.

ENHANCE TRACTION.

ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO

BARRIER EQUIPMENT.

OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE

ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED

PAMPHLET 55-15 AND LOCAL REGULATIONS.

SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA

ONCOMING TRAFFIC FOR BOTH DIRECTIONS.

SHALL SOUND FOR AT LEAST 10 SECONDS, AND BE DIRECTED TOWARDS

WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB

7 AUGUST 2019




>>>> IMPACT ATTENUATOR



LEGEND


PASSIVE BARRIER


POST MOUNTED SIGN


STRUCTURE MOUNTED SIGN



#

12

NOTES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CBA

(TWO LANES)

SCHEME - MIDBLOCK

STOP CONTROL SAFETY

INBOUND

OUTBOUND

A1

B

A

A

C

B

A

A1

C

B

B

>>>>

DETAIL A

X



LED BLANK-OUT SIGN

900MM

900MM X 900MM

900MM

DOUBLE FACED GUARDRAIL

A

AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM TO LOCAL STANDARDS.





OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.

SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS AS PER

SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.

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 SECONDS,

BARRIER INTERFACES.

REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE

HOUR PER LANE.

THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS 800 VEHICLES PER

7 AUGUST 2019




CONTROL


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

W3-3A-TEA WARNING

1 2 3

BARRIER

DEPLOYING



BEACONS DARK

DARK

YELLOW


DEPLOYING



2 LANE

SCHEME -

AVB SAFETY

CONTROL

STOP

DETAIL A

1 2

1 2

4'

2' 6' 2'

2' (TYP)

2' 6'

1

1 2

2

1' (TYP)

2'

(TYP)

6'

22

5'

8'

3'

TRAFFIC

INBOUND

TRAFFIC

INBOUND

(TYP)

AVB EQUIPMENT

10'-12'10'-12'

A

A

NOT TO SCALE

SECTION A1-A1

TRAFFIC

OUTBOUND

TRAFFIC

OUTBOUND

10'-12'

A

10'-12'

A

(TWO LANES)

SCHEME - MIDBLOCK

STOP CONTROL SAFETY

5'

8'

3'

TRAFFIC

INBOUND

TRAFFIC

INBOUND

(TYP)

AVB EQUIPMENT

10'-12'10'-12'

A

A

NOT TO SCALE

SECTION A1-A1

TRAFFIC

OUTBOUND

TRAFFIC

OUTBOUND

10'-12'

A

10'-12'

A

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

18.

17.

16.

15.

14.

13.

CONTROL


THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

SILENT

ILLUMINATED

"DO NOT ENTER"

ACTIVATED

1 2 3

BARRIER

DEPLOYING



BEACONS DARK

DARK

YELLOW


DEPLOYING



2 LANE

SCHEME -

AVB SAFETY

CONTROL

STOP

SIGN WITH BEACONS

WARNING



REPLACE WITH CURRENT STANDARD AT THAT TIME.

AND MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE.

SDDCTEA SAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN

EXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF

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.

IN CONJUNCTION WITH SAFETY LOOP DETECTION.

UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY

BACKPLATES WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.


NOTES CONT'D





PASSIVE BARRIER




IMPACT ATTENUATOR

POST MOUNTED SIGN


LEGEND

#

>>>>


DETAIL A

12

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTES

INTERSECTION

SAFETY SCHEME -

STOP CONTROL

INBOUND

OUTBOUND

A2

BC

C

B

A2

155' MINIMUM

A

A

AB

B C

C

A1

A1B

B

B

NOT TO SCALE

>>>>

>>>>

DETAIL A

A

BA CA B C

2'6'

2'

2'

6'2'

1' (TYP)

4'

2' (TYP)

12

12

12

900MM

LEGEND

X

XX


>>>>

900MM X 900MM


LED BLANK-OUT SIGN

900MM

OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS

ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE


FOLLOWING PAGE.

SECTION A1-A1, A2-A2, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE



VEHICLE BARRIER EQUIPMENT.

OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE

ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON

AND LOCAL REGULATIONS.

SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15

LEAST 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

BARRIER INTERFACES.


SCHEME CAN BE USED FOR ONE LANE PER DIRECTION OR FOR MULTIPLE LANES PER DIRECTION.


THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS

(TYP)

6'

7 AUGUST 2019




CONTROL


THREAT


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



BEACONS DARK

DARK

YELLOW


DEPLOYING



INTERSECTION

SCHEME -

AVB SAFETY

CONTROL

STOP

22

NOTES CONT'D

INTERSECTION

SAFETY SCHEME -

STOP CONTROL

21.

20.

19.

18.

17.

16.

15.

14.

13.

5'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

(TYP)

AVB EQUIPMENT

6' MIN

BARRIER (TYP)

PASSIVE

10'-12'10'-12'

A A

10'-12'10'-12'

NOT TO SCALE

SECTION A1-A1

TRAFFIC

OUTBOUNDTRAFFIC

INBOUND

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

6' MIN 10'-12'10'-12' 10'-12'10'-12'

NOT TO SCALE

SECTION A2-A2

TRAFFIC

OUTBOUNDTRAFFIC

INBOUND

10'-12'

5'

8'

(TYP)

AVB EQUIPMENT

BARRIER (TYP)

PASSIVE

AA

TRAFFIC

INBOUND

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

CONTROL


THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

SILENT

ILLUMINATED

"DO NOT ENTER"

ACTIVATED

1 2 3

INTERVAL

SAFETY



BEACONS DARK

DARK

YELLOW


DEPLOYING



INTERSECTION

SCHEME -

AVB SAFETY

CONTROL

STOP

SIGN WITH BEACONS

WARNING

SIGHT DISTANCE.

ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST NOT OBSTRUCT INTERSECTION

CHANGING.

FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO DISCOURAGE LANE

REQUIRED. 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

REQUIRE APPROVAL THROUGH SDDCTEA.

IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS)

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATIONS

WITH SAFETY LOOP DETECTION.

UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION

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 AND A2-A2 VARY BY AVB TYPE,

SHALL CONFORM TO LOCAL STANDARDS.

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT





LEGEND


PASSIVE BARRIER

SINGLE FACED GUARDRAIL


IMPACT ATTENUATOR

POST MOUNTED SIGN



POLE-MOUNTED SIGN WITH LUMINAIRE

NOTES

MAST ARM WITH LUMINAIRE

* OPTIONAL SIGN

HYBRID BEACON


>>>>

#

SHALL UTILIZE BREAK-AWAY SUPPORTS.

ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER

UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.

25 MPH.

DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED SPEEDS HIGHER THAN

(SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC CONTROL

12-INCH INDICATIONS SHALL BE USED.

ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH RETROREFLECTIVE STRIP.

AVB EQUIPMENT WIDTHS SHOWN ON SECTION A2-A2 VARIES 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

LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY DIM.

MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.


SECTION A1-A1, A2-A2, DETAIL A, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.




AS PER SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS

PAMPHLET 55-15 AND LOCAL REGULATIONS.

SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE MUTCD, SDDCTEA



BARRIER INTERFACES.


12

NOTES

DCB

SIGNALBARRIER

A

900MM X 600MM

TRANSLATION

NATION

HOST

(ONE LANE)

SAFETY SCHEME

HYBRID BEACON18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

900MM X 900MM900MM X 900MM

A1

A2

A2

59'

59'

B

D D

D

INBOUND

OUTBOUND

A1

B

D

C

C

A

A *

**

*

>>>>

>>>>

DETAIL A

X


>>>>

(OPTIONAL)

LED BLANK-OUT SIGN

750MM




25 MPH.

DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED SPEEDS HIGHER THAN

(SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC CONTROL

12-INCH INDICATIONS SHALL BE USED.

ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH RETROREFLECTIVE STRIP.


TO LOCAL STANDARDS.

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM








AS PER SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS




BARRIER INTERFACES.


7 AUGUST 2019




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

ONE-LANE

ACTIVE VEHICLE BARRIER

DARK

NON-DEPLOYED DEPLOYING DEPLOYED

FLASHING RED

ALTERNATING

YELLOW

SOLIDHYBRID BEACON

5'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

(TYP)

AVB EQUIPMENT

6' (AVBs STAGGERED)

8' (AVBs ALIGNED)

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

17'-

19'

MO

UN

TIN

G

HEIG

HT

NOT TO SCALE

SECTION A2-A2NOT TO SCALE

SECTION A1-A1

BARRIER (TYP)

PASSIVE

10'-12'10'-12'10'-12'10'-12'

D DD

C

BARRIER (TYP)

PASSIVE

12" SIGNAL INDICATIONS (TYP)

HYBRID BEACON -

6' MIN

***

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)

TRANSLATION

NATION

HOST

22

(ONE LANE)

SAFETY SCHEME

HYBRID BEACON

2'2'

6'2'

42'

8' 76' 2' 4' (TYP)

1' (TYP)

1 2

DETAIL A


CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

ONE-LANE


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLIDHYBRID BEACON

SIGN WITH BEACONS

WARNING

6' (TYP)




LEGEND


PASSIVE BARRIER



IMPACT ATTENUATOR

POST MOUNTED SIGN





OPTIONAL SIGN*

#


HYBRID BEACON

>>>>

12

NOTES

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(TWO LANES)

SAFETY SCHEME

HYBRID BEACON

DCA

SIGNALBARRIER

900MM X 600MM

TRANSLATION

NATION

HOST

900MM X 900MM

900MM X 900MM

B

2

DETAIL A

A159'A2

D

DD

INBOUND

OUTBOUND2

59'A2A1

D

C

1

1

C

A

A

A

A

*

* *

*

>>>>

>>>>

B

B

B

B

(OPTIONAL)

LED BLANK-OUT SIGN

750MM

X


>>>>

NOT TO SCALE



LOCAL STANDARDS.

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM TO








SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS AS PER




INTERFACES.

REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE BARRIER

7 AUGUST 2019





CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

SIGN WITH BEACONS

W3-3B-TEA WARNING

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

TWO-LANE

HYBRID BEACON


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLID

22

19.

18.

17.

16.

15.

14.

NOTES CONT'D

(TWO LANES)

SAFETY SCHEME

HYBRID BEACON

(TYP)

AVB EQUIPMENT

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

6' (AVBs STAGGERED)

8' (AVBs ALIGNED)

TRAFFIC

INBOUND

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

5' (T

YP)

NOT TO SCALE

SECTION A2-A2

10'-12'10'-12' 10'-12' 10'-12'

BARRIER (TYP)

PASSIVE

D D

D ***

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

42'

DETAIL A

2'

8' 76' 2'4' (TYP)

2'6'

2'

1' (TYP)

1

2

2

1

TRAFFIC

OUTBOUNDTRAFFIC

OUTBOUND

10'-12' 10'-12'

17'-

19'

MO

UN

TIN

G

HEIG

HT

TRAFFIC

INBOUND

NOT TO SCALE

SECTION A1-A1

10'-12' 10'-12'

C

BARRIER (TYP)

PASSIVE

TRAFFIC

INBOUND

6' MIN

12" SIGNAL INDICATION (TYP)

HYBRID BEACON -

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

TRANSLATION

NATION

HOST


CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

SIGN WITH BEACONS

WARNING

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

TWO-LANE

HYBRID BEACON


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLID

DISCOURAGE LANE CHANGING.

FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO

IN CONJUNCTION WITH SAFETY LOOP DETECTION.

UNDER EFO CONDITION, AVBs SHALL BE DESIGNED TO OPERATE INDEPENDENTLY

SPEEDS HIGHER THAN 25 MPH.

DESIGN BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED

MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.

ANY ALTERATIONS IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING,

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONCERNS.

BACKPLATES WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.




(TYP)6'

13 OCONUS - JAPANESE VERSION


LED BLANK-OUT SIGN

(900MM X 900MM)

36" X 36"

R5-1

(OPTIONAL)

LED BLANK-OUT SIGN

(750MM X 750MM)

36" X 36"

R5-1



LEGEND


PASSIVE BARRIER


IMPACT ATTENUATOR

POST MOUNTED SIGN






SIGNAL

OPTIONAL SIGN*

>>>>

#


HYBRID BEACON

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTES

BEACON SAFETY SCHEME

STOP CONTROL/HYBRID

COMBINATION INTERSECTION

BA C

FD

SIGNALBARRIER

TRANSLATIONNATIONHOST

900MM X 600MM


LED BLANK-OUT SIGN

900MM

900MM X 900MM900MM

E

(OPTIONAL)

LED BLANK-OUT SIGN

900MM900MM X 900MM

INBOUND

OUTBOUND

59'

A3

C

D

A1

F

A2

155' MINIMUM

B

C

B

A2A1

A

A3

C

C

B

B

B

*

*

A

>>>>

>>>>

DETAIL A

DETAIL B

F

E

E



X

XX


>>>>


FOLLOWING PAGES.SECTION A1-A1, A2-A2, A3-A3, DETAIL A, DETAIL B AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE

LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP

ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION. BARRIER EQUIPMENT.OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE

AS PER SDDCTEA PAMPLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS

AND LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15

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

7 AUGUST 2019


CONTROL


THREAT


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



BEACONS DARK

DARK

YELLOW


DEPLOYING



INTERSECTION

SCHEME -

AVB SAFETY

CONTROL

STOP


CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

SIGN WITH BEACONS

W3-3B-TEA WARNING

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

HYBRID BEACON


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLID

NOTES CONT'D

5'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

SECTION A1-A1

(TYP)

AVB EQUIPMENT

6' MIN

BARRIER (TYP)

PASSIVE

10'-12'10'-12'

F F

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

10'-12'10'-12'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

NOT TO SCALE

**

32


STOP CONTROL/HYBRID


23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

DETAIL A

2'6'

2'

2'

6'2'

1' (TYP)

4'

2' (TYP)

1

1

12

2

2

CONTROL


THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

SILENT

ILLUMINATED

"DO NOT ENTER"

ACTIVATED

1 2 3

INTERVAL

SAFETY



BEACONS DARK

DARK

YELLOW


DEPLOYING



INTERSECTION

SCHEME -

AVB SAFETY

CONTROL

STOP

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

SIGN WITH BEACONS

WARNING


CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

SIGN WITH BEACONS

WARNING

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

HYBRID BEACON


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLID

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 LOCAL STANDARDS.DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL


AND INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY

PASSIVE BARRIER SHALL UTILIZE BREAK-A-WAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO ROADWAY AND INSIDE OF THE

(TYP)6'

OCONUS - JAPANESE VERSION33


STOP CONTROL/HYBRID


42'

DETAIL B

2'

8'76'2'4' (TYP)

2'6'

2'

1' (TYP)

1

1

2

2

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

6' MIN10'-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)

D

10'-12' 10'-12'

(TYP)

12" SIGNAL INDICATIONS

HYBRID BEACON -

17'-

19'

MO

UN

TIN

G

HEIG

HT

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

6' MIN 10'-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

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

(TYP)6'




LEGEND


TRAFFIC GATE ARM

NOT TO SCALE

PASSIVE BARRIER




POLE-MOUNTED TRAFFIC SIGNAL AND SIGN WITH LUMINAIRE

IMPACT ATTENUATOR

POST MOUNTED SIGN


C


#

>>>>

12

SCHEME (ONE LANE)

DETECTION SAFETY

HIGH EFFICIENCY PRESENCE

CBA

LED BLANK-OUT SIGN

750MM

NOTES

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER SHALL

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


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


CONFORM TO LOCAL STANDARDS. DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL



BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE


SECTION A1-A1, DETAIL A, DETAIL B, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.

LOOP 1 - GATE ARM LOOP, LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP.


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

LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND

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.

900MM X 900MM

900MM X 900MM

A1

A1

B

CC

INBOUND

OUTBOUND

B

A

AC

C

>>>>

>>>>

DETAIL A

X


>>>>

7 AUGUST 2019





CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

TRAFFIC SIGNALS

100dB HORN

DARK

DARK

NORMAL OPERATIONS

NORMAL OPERATIONS

SILENT


ILLUMINATED

"DO NOT ENTER"

YELLOW

DEPLOYING

RED

ACTIVATED

SIGN WITH BEACONS

W3-3B-TEA WARNING

DEPLOYING DEPLOYED

(WITH NO TRAFFIC IN SYSTEM)


(WITH TRAFFIC IN SYSTEM)

TRAFFIC ARM




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

22

SCHEME (ONE LANE)

DETECTION SAFETY


5'

8'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

(TYP)

AVB EQUIPMENT

6' (AVBs STAGGERED)

8' (AVBs ALIGNED)

C C C

10'-12' 10'-12'

(TYP)

APPROACH

AND OUTBOUND

BOTH INBOUND

SIGNAL FACE ON

NOT TO SCALE

SECTION A1-A1

3' MIN (TYP)

BARRIER (TYP)

PASSIVE

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)

10'

34'

2'

8' 2' 7' 2'

2'6'

2'

1' (TYP)

4' (TYP)

DETAIL A

1 32

6' (TYP)


CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

TRAFFIC SIGNALS

100dB HORN

DARK

DARK

NORMAL OPERATIONS

NORMAL OPERATIONS

SILENT


ILLUMINATED

"DO NOT ENTER"

YELLOW

DEPLOYING

RED

ACTIVATED

DEPLOYING DEPLOYED




TRAFFIC ARM




TRAFFIC ARM

1 2 3

INTERVAL

SAFETY

NON-DEPLOYED

DEPLOYED

DEPLOYED

DEPLOYED

SCHEME

SAFETY

DETECTION

PRESENCE

EFFICIENCY

HIGH

ONE-LANE

SIGN WITH BEACONS

WARNING




LEGEND


TRAFFIC GATE ARM

PASSIVE BARRIER




POLE-MOUNTED TRAFFIC SIGNAL AND SIGN WITH LUMINAIRE

IMPACT ATTENUATOR

POST MOUNTED SIGN


POLE-MOUNTED TRAFFIC SIGNAL


#

>>>>

12

NOTES

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

MANUFACTURER.AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE, MODEL, AND

TO LOCAL STANDARDS.DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM



SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER


SECTION A1-A1, DETAIL A, DETAIL B, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.

LOOP 1 - GATE ARM LOOP, LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP.


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


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.

DCA

LED BLANK-OUT SIGN

900MM300MM X 900MM

SCHEME (TWO LANES)

DETECTION SAFETY


B

900MM X 900MM

900MM X 900MM

INBOUND

OUTBOUND

A

A

A

A

A1

C

CC

C

D

>>>>

>>>>

>>>>

DETAIL A

>>>>

A1

D

B

B

B

NOT TO SCALE

X


>>>>

>>>>

>>>>

B

7 AUGUST 2019





CONTROL


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


ILLUMINATED

"DO NOT ENTER"

YELLOW

DEPLOYING

RED

ACTIVATED

SIGN WITH BEACONS

W3-3B-TEA WARNING

DEPLOYING DEPLOYED




TRAFFIC ARM




TRAFFIC ARM

1 2 3

INTERVAL

SAFETY

NON-DEPLOYED

DEPLOYED

DEPLOYED

DEPLOYED

SCHEME

SAFETY

DETECTION

PRESENCE

EFFICIENCY

HIGH

TWO-LANE

NOTES CONT'D

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.

8

20.

19.

18.

17.

16.

15.

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

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'

CC C(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

30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT(L

UMIN

AIR

E)

22

SCHEME (TWO LANES)

DETECTION SAFETY



CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

TRAFFIC SIGNALS

100dB HORN

DARK

DARK

NORMAL OPERATIONS

NORMAL OPERATIONS

SILENT


ILLUMINATED

"DO NOT ENTER"

YELLOW

DEPLOYING

RED

ACTIVATED

DEPLOYING DEPLOYED




TRAFFIC ARM




TRAFFIC ARM

1 2 3

INTERVAL

SAFETY

NON-DEPLOYED

DEPLOYED

DEPLOYED

DEPLOYED

SCHEME

SAFETY

DETECTION

PRESENCE

EFFICIENCY

HIGH

TWO-LANE

8

SIGN WITH BEACONS

WARNING

DETAIL B


NOT TO SCALE



LEGEND


PASSIVE BARRIER


IMPACT ATTENUATOR

POST MOUNTED SIGN




TRAFFIC SIGNAL

OPTIONAL SIGN*


#


>>>>

LED BLANK-OUT SIGN

(900MM X 900MM)

36" X 36"

R3-2

13

NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

SCHEME

SIGNAL SAFETY

INTERSECTION TRAFFIC

A CAL AR

600MM X 450MM 600MM X 450MM

LED BLANK-OUT SIGN

900MM X 900MM

900MM X 900MM

B

900MM X 900MM

900MM X 900MM 900MM X 900MM

34

2

5

AR

A

AL

C

INBOUND

OUTBOUND

A1

A1

A1

100'

50'

50'

50'

D

>>>>

>>>>

DETAIL A

B

B

B

B

D

LED BLANK-OUT SIGN

900MM X 900MM

X

XX


>>>>

D

A B


ON THE FOLLOWING PAGES.

SECTION A1-A1, MAST ARM DETAILS, DETAIL A AND OPERATIONAL SEQUENCING FOR EFO SHOWN



VEHICLE BARRIER EQUIPMENT.

OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE

VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE

AND LOCAL REGULATIONS.

SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15

AT LEAST 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

INTERFACES.

REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE AND ACTIVE BARRIER

7 AUGUST 2019




CONTROL

TRAFFIC


DARK ALTERNATING FLASHING YELLOWSIGN WITH BEACONS

W3-3A-TEA WARNING

1 2 3


TRAFFIC SIGNAL

(POLE 5)

NO RIGHT TURN LED BLANKOUT

8 9 10-11-

OPS

NORMAL

THREAT (EFO BUTTON)

REACTION TIME TO

GUARD PERCEPTION AND

(MUTCD MINIMUM)

YELLOW CHANGEALL RED SAFETY

BARRIER

DEPLOYING

CONTAINED

THREAT

12

GREEN YELLOW RED ALL RED

NON-DEPLOYED DEPLOYEDDEPLOYING

DARK R3-1 ILLUMINATED

OUTBOUND

SCHEME

SAFETY

SIGNAL

TRAFFIC

INTERSECTION



CONTROL


THREAT


100dB HORN

DARK

SILENT


ACTIVATED

SIGN WITH BEACONS

W3-3A-TEA WARNING

1 2 3

ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYING DEPLOYED

INBOUND

SCHEME

SAFETY

SIGNAL

TRAFFIC

INTERSECTION

8 9-

OPS

NORMAL YELLOW CHANGE

(MUTCD MINIMUM) SAFETY

ALL RED

BARRIER

DEPLOYING

GREENTRAFFIC SIGNAL YELLOW RED

DARK R3-1 ILLUMINATED(POLE 1)


NORMAL PHASE 1 NORMAL PHASE 2

PED

PED

PED

PED

ACTIVATED

BARRIER

ACTIVATED

BARRIER

SEQUENCE 4-10

OPERATIONAL

AVB PREEMPTION

EXAMPLE TWO-PHASE OPERATIONAL SEQUENCE

(POLE 4)

NO LEFT TURN LED BLANKOUTDARK R3-2 ILLUMINATED

NOTES CONT'D

32

SCHEME

SIGNAL SAFETY


28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

30'

42'

2' 2'6'

2'6'

2'

DETAIL A

1' (TYP)

2' (TYP)

2

2

2

1

1

1


CONTROL


THREAT


100dB HORN

DARK

SILENT


ACTIVATED

1 2 3


INBOUND

SCHEME

SAFETY

SIGNAL

TRAFFIC

INTERSECTION

8 9-

OPS



ALL RED

BARRIER

DEPLOYING


DARK

SIGN WITH BEACONS

WARNING

CONTROL

TRAFFIC


DARK ALTERNATING FLASHING YELLOWSIGN WITH BEACONS

WARNING

1 2 3


TRAFFIC SIGNAL

8 9 10-11-

OPS

NORMAL

THREAT (EFO BUTTON)

REACTION TIME TO

GUARD PERCEPTION AND

(MUTCD MINIMUM)

YELLOW CHANGEALL RED SAFETY

BARRIER

DEPLOYING

CONTAINED

THREAT

12

GREEN YELLOW RED ALL RED

NON-DEPLOYED DEPLOYEDDEPLOYING

DARK ILLUMINATED

OUTBOUND

SCHEME

SAFETY

SIGNAL

TRAFFIC

INTERSECTION


(POLE 1)

NO LEFT TURN LED BLANKOUT

DARK ILLUMINATED

(POLE 4)


(POLE 5)

NO LEFT TURN LED BLANKOUT

ILLUMINATED



SIGHT DISTANCE.

ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST NOT OBSTRUCT INTERSECTION

CURRENT STANDARD AT THAT TIME.

IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE. REPLACE WITH

SAFETY SCHEMES ARE CONSIDERED GRANDFATHERED IN AND MAY REMAIN

EXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA

TO RESET IN MAINLINE GREEN ONCE ALL AVBS HAVE BEEN FULLY RETRACTED.

OPERATIONAL SEQUENCE 12 UNTIL THE SYSTEM IS RESET. NORMAL OPERATIONS

ALL DEVICES TO REMAIN IN INBOUND OPERATIONAL SEQUENCE 10 AND OUTBOUND

MAY BE COMPLETED BEYOND INBOUND OPERATIONAL SEQUENCE 10.

"FLASHING DON'T WALK" (FDW) INTERVAL. NORMAL FDW SHALL BE PROVIDED AND

ALL "WALK" INDICATIONS WILL IMMEDIATELY TRANSITION TO

OPERATIONAL SEQUENCE 4.

SEQUENCE 4 IF THE SIGNAL IS FLASHING, TRANSITION TO INBOUND

CEASE THE GREEN INTERVAL AND TRANSITION TO INBOUND OPERATIONAL

UPON EFO ACTIVATION, ALL INTERSECTION TRAFFIC SIGNALS WILL IMMEDIATELY

SIGNAL TO RUN NORMAL PHASING PLAN WHEN EFO IS NOT ACTIVATED.

OPERATION.

SIGNS AND SIGNAL INDICATIONS MAY VARY BASED ON THE SPECIFIC PHASING

SIGNAL.

INTERSECTION SIGNALIZATION GOES TO ALL-RED IN COORDINATION WITH THE AVB

SHALL BE CALCULATED IN ACCORDANCE WITH LOCAL PRACTICE.

FINAL YELLOW AND RED CLEARANCE INTERVALS FOR NORMAL OPERATIONS

TRAFFIC ENGINEER. PLANS SHALL BE REVIEWED BY SDDCTEA.

FINAL DESIGN AND OPERATIONAL ANALYSIS SHALL BE PERFORMED BY A QUALIFIED

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 LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.

ALTERATION IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING,

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY

WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.

ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES



EQUIPMENT SHALL CONFORM TO THE STATE DOT OR LOCAL STANDARDS.

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED


6' (TYP)

OCONUS - JAPANESE VERSION33

TRAFFIC

OUTBOUNDTRAFFIC

OUTBOUND

TRAFFIC

INBOUND

10'-12' 10'-12'

MEDIAN

8' MIN10'-12'

TRAFFIC

INBOUND

TRAFFIC

INBOUND

17'-

19'

MO

UN

TIN

G

HEIG

HT (T

YP)

D

1


30'

MINIM

UM

MO

UN

TIN

G

HEIG

HT (L

UMIN

AIR

E)(T

YP)

SCHEME

SIGNAL SAFETY


10'-12' 10'-12'

3

SIGNALPED.

2

Side St

SIGNAL

PED.

3

Side St

SIGNAL

PED.

4

Main St

SIGNAL

PED.

C

5

Main St

SIGNALPED.

D

13 OCONUS - JAPANESE VERSION



LEGEND


PASSIVE BARRIER


IMPACT ATTENUATOR

POST MOUNTED SIGN





TRAFFIC SIGNAL

OPTIONAL SIGN*


#

>>>>

HYBRID BEACON


TRAFFIC SIGNAL/HYBRID


X

XX


>>>>

INBOUND

OUTBOUND

59' A3

A

C

A1

D

A2155' MINIMUM

A

A

1

1

1

2

2

2

D

E

A3

DETAIL B

100'

A2A1 5

2

43

1

A

6*

*

>>>>

>>>>

DETAIL A

NOTES





SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGES.

SECTION A1-A1, A2-A2, A3-A3, MAST ARM DETAILS, DETAIL A, DETAIL B AND OPERATIONAL




PER SDDCTEA PAMPLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS AS

REGULATIONS.

SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL

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

ACTIVE VEHICLE BARRIER INTERFACES.

REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

B

BB

B

DC

A

E

(OPTIONAL)

LED BLANK-OUT SIGN

900MM

SIGNALBARRIER

900MM X 600MM

TRANSLATION

NATION

HOST

900MM X 900MM

B

900MM X 900MM

LED BLANK-OUT SIGN

900MM X 900MM

7 AUGUST 2019





CONTROL


THREAT


100dB HORN

DARK

SILENT


ACTIVATED

SIGN WITH BEACONS

W3-3A-TEA WARNING

1 2 3


INBOUND

SCHEME

SAFETY

SIGNAL

TRAFFIC

INTERSECTION

8 9-

OPS



ALL RED

BARRIER

DEPLOYING


DARK R10-11 ILLUMINATED(POLE 1)



CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

SIGN WITH BEACONS

W3-3A-TEA WARNING

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

TWO-LANE

HYBRID BEACON


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLID

NOTES CONT'D

32




28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

E

1 2

Side St

SIGNAL

PED.

5

Main St

SIGNAL

PED.

4

Main St

SIGNAL

PED.

3

Side St

15SIGNAL

PED.


CONTROL


THREAT


100dB HORN

DARK

SILENT


ACTIVATED

1 2 3


INBOUND

SCHEME

SAFETY

SIGNAL

TRAFFIC

INTERSECTION

8 9-

OPS



ALL RED

BARRIER

DEPLOYING


DARK


CONTROL


DEPLOYING

CONTAINED

THREAT


LED BLANK-OUT SIGN

DO NOT ENTER

100dB HORN

DARK

DARK

SILENT


ILLUMINATED

"DO NOT ENTER"

ACTIVATED

SIGN WITH BEACONS

WARNING

1 2 3

INTERVAL

SAFETY

SCHEME

SAFETY

BEACON

HYBRID

TWO-LANE

HYBRID BEACON


DARK


FLASHING RED

ALTERNATING

YELLOW

SOLID

SIGN WITH BEACONS

WARNING

(POLE 1)

NO LEFT TURN LED BLANKOUTILLUMINATED

NOT OBSTRUCT INTERSECTION SIGHT DISTANCE.

ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST

RETRACTED.

IN MAINLINE GREEN ONCE ALL AVBS HAVE BEEN FULLY

UNTIL THE SYSTEM IS RESET. NORMAL OPERATIONS TO RESET

SEQUENCE 10 AND OUTBOUND OPERATIONAL SEQUENCE 8

ALL DEVICES TO REMAIN IN INBOUND OPERATIONAL

INBOUND OPERATIONAL SEQUENCE 10.

SHALL BE PROVIDED AND MAY BE COMPLETED BEYOND

"FLASHING DON'T WALK" (FDW) INTERVAL. NORMAL FDW

ALL "WALK" INDICATIONS WILL IMMEDIATELY TRANSITION TO

OPERATIONAL SEQUENCE 4.

IF THE SIGNAL IS FLASHING TRANSITION TO INBOUND

TRANSITION TO INBOUND OPERATIONAL SEQUENCE 4.

WILL IMMEDIATELY CEASE THE GREEN INTERVAL AND

UPON EFO ACTIVATION, ALL INTERSECTION TRAFFIC SIGNALS

ACTIVATED.

SIGNAL TO RUN NORMAL PHASING PLAN WHEN EFO IS NOT

SPECIFIC PHASING OPERATION.

SIGNS AND SIGNAL INDICATIONS MAY VARY BASED ON THE

COORDINATION WITH THE AVB SIGNAL.

INTERSECTION SIGNALIZATION GOES TO ALL-RED IN

CALCULATED IN ACCORDANCE WITH LOCAL PRACTICE.

NORMAL INTERSECTION OPERATIONS SHALL BE

FINAL YELLOW AND RED CLEARANCE INTERVALS FOR

SHALL BE REVIEWED BY SDDCTEA.

PERFORMED BY A QUALIFIED TRAFFIC ENGINEER. PLANS

FINAL DESIGN AND OPERATIONAL ANALYSIS SHALL BE

BETWEEN LANES TO DISCOURAGE LANE CHANGING.

FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE

LOOP DETECTION.

OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY

UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO

25 MPH.

APPROVAL REQUIRE FOR POSTED SPEEDS HIGHER THAN

DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA

DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.

(SIGNALS, BEACONS, SIGNING, MARKINGS AND

SITE CONDITIONS. ANY ALTERATION IN TRAFFIC CONTROL

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET

STRIP. 12-INCH INDICATIONS SHALL BE USED.

TUNNEL VISORS WITH BACKPLATES WITH RETROREFLECTIVE

ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE

AND A3-A3 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.

AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1

THE STATE DOT OR LOCAL STANDARDS.

CONTROL AND RELATED EQUIPMENT SHALL CONFORM TO

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC

DIM.

LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY


TRAFFIC

INBOUND

TRAFFIC

OUTBOUNDNOT TO SCALE

SECTION A3-A3

BARRIER (TYP)

PASSIVE

6' MIN

(TYP)

AVB EQUIPMENT

10'-12' 10'-12'10'-12'10'-12'10'-12'

33




42'

DETAIL B

2'

8'76'2'4' (TYP)

2'6'

2'

1' (TYP)

30'

42'

2' 2'6'

2'6'

2'

DETAIL A

1' (TYP)

2' (TYP)

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

(TYP)

AVB EQUIPMENT

6' MIN

BARRIER (TYP)

PASSIVE

10'-12'10'-12'

D

30'

MO

UN

TIN

G

HEIG

HT

MIN (L

UMIN

AIR

E)

10'-12'10'-12'

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND


5'

7

D*

TRAFFIC

INBOUND

TRAFFIC

OUTBOUND

6' MIN10'-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)

C

10'-12' 10'-12'

(TYP)

12" SIGNAL INDICATIONS

HYBRID BEACON -

17'-

19'

MO

UN

TIN

G

HEIG

HT

6

6' (TYP)

6' (TYP)

07 64643 Combo Int Stop Control-HB Korean- · 2019. 8. 13. · double faced guardrail a avb...

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Transcript of 07 64643 Combo Int Stop Control-HB Korean- · 2019. 8. 13. · double faced guardrail a avb...