9-03 Valley Forge Rd White Horse Rd File 0929.pdf

TE-964 (09-22)

www.penndot.pa.gov

TRAFFIC CONTROL

SIGNAL PERMIT

Permit No. 62-0929

Sheet 1 of 3

In accordance with the §6122(a)(2) Vehicle Code (Title 75), the Secretary of Transportation hereby approves the installation of a traffic control signal at the intersection of Valley Forge Road (S.R. 0023) & White

Horse Road (S.R. 1003/T-552) in the Township of Schuykill, County of Chester.

This permit is issued to, and accepted by the Township of Schuykill hereinafter known as the Permittee, as follows:

This installation shall be in accordance with the Vehicle Code and the Regulations for traffic signs, signals and markings of the Department of Transportation, and shall conform to information shown on the attached sheets.

All work performed by the Permittee in the erection of the traffic signal shall be under and subject to the direction of the Secretary of Transportation or their authorized representatives. The said Permittee shall use due diligence in the execution of the work authorized under this permit and shall not obstruct or endanger travel along the said road. All operations must be conducted so as to permit safe and reasonable free travel at all times over the road within the limits of the work herein permitted.

The Permittee shall indemnify, save harmless and defend (if requested) the Commonwealth of

Pennsylvania, its agents, representatives and employees, from all suits, actions, or claims of any character, name, or description, damages, judgments, expenses, attorneys’ fees and compensation arising out of personal injury, death or property damage, sustained or alleged to have been sustained in whole or in part by any and all persons whatsoever as a result of or arising out of any act, omission, neglect, or misconduct of the

Permittee, its officers, agents, contractors, or employees, during the construction, or from faulty maintenance and operation of such traffic signal.

The Secretary of Transportation, by law, reserves the right to revoke and annul this permit if the

Permittee shall at any time willfully or negligently fail to comply with the conditions contained in this permit, or, upon changes in traffic conditions, fail to make any changes in the construction or operation of this signal, or to remove it, when so ordered by the Secretary of Transportation; or if this installation is not in operation within 24 months of the receipt of this permit. The Permittee shall operate and maintain the signal in accordance with

Commonwealth and Municipal Traffic Signal Maintenance Agreement #TSMA-15233 with an effective date of

January 1, 2023. The Permittee shall not make any change in the construction or operation of this traffic signal without prior written approval of the Secretary of Transportation.

This permit cancels and supersedes all previous permits issued for this location upon completion of the installation specified herein.

DATE ISSUED August 2, 1990 APPROVED Michael B. Carroll

DATE REVISED August 13, 1992 Secretary of Transportation

February 9, 1993

May 25, 1993 BY

December 8, 2010 District Traffic Engineer

June 16, 2025

Kevin P. Lewis, P.E. Digitally signed by Kevin P. Lewis, P.E.

Date: 2025.06.23 11:13:34 -04'00'

SYSTEM PERMIT #

A M a c l o s u r d o

T r a f f i c

P l a n n i n g a n d

D e s i g n

I n c

25 FEET500

p w t p d p w b e n t l e y c o m

T P

D P r o j e c t w i s e

D o c u m e n t s

A c t i v e

P R

P V h o e n i x v i l

W a w a

C A

D D

H O

P

I n

R o a s

S

S i g n a l s

F i l e

R v d g n

GENERAL NOTES

TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.

OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH

OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED

CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS

CHANGES IN INTERSECTION GEOMETRY REGARDING EXCAVATION.

PERMITTEE SHALL OBTAIN A HIGHWAY OCCUPANCY PERMIT FOR ANY

UNIT FOR REVIEW PRIOR TO BIDDING.

SPECIFICATIONS MUST BE SUBMITTED TO THE DISTRICT TRAFFIC

CONFORM TO FORM 408 AND A COPY OF THE PROPOSED

WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST

UNDERGROUND UTILITIES, DATED DECEMBER 20, 1974.

LATEST AMENDMENT TO ACT 287, PREVENTION OF DAMAGE TO

UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF THE

THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING

UTILITIES.

PROBLEMS WHICH MAY BE CREATED DUE TO THE LOCATION OF

THE LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY

PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH

FORM 408.

INSTALLED IN ACCORDANCE WITH DEPARTMENT SPECIFICATIONS

SHALL BE PLAIN CEMENT CONCRETE CURB OR GRANITE CURB,

CURBING TO BE INSTALLED BY MUNICIPALITY AND WHERE NOTED,

INSTALLATION BY A REPRESENTATIVE OF PENNDOT.

EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO

AT RIGHT ANGLES TO THE APPROACH SHALL BE 8 FEET.

THE MINIMUM HORIZONTAL DISTANCE BETWEEN SIGNALS MEASURED

BOTTOM, AND EQUIPPED WITH BACKPLATES.

ALL OVERHEAD SIGNALS MUST BE RIGIDLY MOUNTED, TOP AND

SIDEWALK OR PAVEMENT.

MOUNTED SIGNALS SHALL BE A MINIMUM OF 8 FT. ABOVE THE

VERTICAL CLEARANCE OF 16 FT. ABOVE THE ROADWAY. POST

SIGNALS ERECTED OVER THE ROADWAY SHALL HAVE A MINIMUM

FEET.

SHALL ALSO HAVE A MINIMUM CLEARANCE HORIZONTALLY OF 2

EDGE OF THE SHOULDER. SUPPORT POLES FOR OVERHEAD SIGNALS

HEADS A MINIMUM OF 2 FEET BEHIND THE FACE OF CURB OR THE

POST MOUNTED SIGNALS SHALL BE INSTALLED WITH THE SIGNAL

AND MAINTAINED IN ACCORDANCE WITH PUBLICATION NO. 212.

ARE CONSIDERED PART OF THE PERMIT AND SHALL BE INSTALLED

ALL SIGNS AND PAVEMENT MARKINGS INDICATED ON THIS DRAWING

RESPONSIBILITY OF THE PERMITTEE.

NECESSARY FOR PROPER VISIBILITY OF THE SIGNALS IS THE

ALL MAINTENANCE WORK INCLUDING TRIMMING OF TREES,

OF THE DEPARTMENT OF TRANSPORTATION.

PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE

NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS

DATEDISTRICT TRAFFIC ENGINEER

RECOMMENDED:

DATEMUNICIPAL OFFICIAL

REVIEWED:

ENGINEERING DISTRICT 6-0

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

DATE

PERMIT # FILE #

COUNTY:

MUNICIPALITY:

INTERSECTION:

DATERECOMDATEREVWDATE

REVISION

REVW

DES/

NO

DATE

**RADAR DILEMMA DETECTOR NOTES (TRIP LINE METHOD)

21 3 5 6 7 9

MOVEMENT, SEQUENCE, AND TIMING DIAGRAM

4+8

4 8 10 11 12

Y

Y

R

R

OFF

OFF

F L

A S

H

PHASE

SIGNAL

FIXED

MINIMUM

SEC / ACT

PASSAGE

PEDESTRIAN

MEMORY

INTERVAL

MAX 1

MAX 2

R R R R

H H H H

H

MAX INITIAL

VALLEY FORGE ROAD

SR 0023

L E

G

I

G H T

O F

W A

Y

L I

N E

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

L E

G

G H T

O F

W A

Y

L I

N E

L E

G

G H T

O F

W A

Y

L I

N E

LEGAL RIGHT-OF-WAY LINE

COUNTDOWN

16"X18"

G

Y

R

12" LENS

G

FY

Y

R

12" LENS

SIGNAL INDICATIONS

MA

40'

MA

30'

MA

30'

MA

35'

50'

SIDEWALK

SIDEWALK

S I

D E

W A L

K

S I

D E

W A L

K

SHOULDER

SHOULDER

SHEET OF 32 0929

I-0053

62-0929

CHESTER

SCHUYLKILL TOWNSHIP

VALLEY FORGE ROAD (SR 0023) &

WHITE HORSE ROAD (SR 1003/T-552)

T

N

H I T E

O

R

A D

LOUIS BELMONTE 5/31/07

MA

25'

10,11,12,13

6,7,8,9

2,3,4,5

17,18,19

14,15,16

5,6,7

2,3,4

8,9,10

11,12,13

14,15

16,17

18,19

1+6 2+6

IDENTIFYING LENGTH

MAST ARM/

FLASHING BEACON

EMERGENCY PRE-EMPTION

LEGEND

PHASE NUMBER

UTILITY POLE

DEPRESSED CURB

A A

DETECTABLE WARNING SURFACE

PEDESTAL POLE

PUSHBUTTON POLE

AREA OF DETECTION

DETECTOR

EMERGENCY PRE-EMPTION

IDENTIFYING LENGTH

LUMINAIRE/

CONTROLLER CABINET

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

AND SIGN/IDENTIFYING LETTER

PEDESTRIAN PUSHBUTTON

SIGN/IDENTIFYING LETTER

ADVANCE RADAR DETECTOR

ARROW/IDENTIFYING NUMBER

VISOR/DIRECTIONAL

HEAD/BACKPLATE/TUNNEL

VEHICULAR SIGNAL

25' MA

DC

LA

15'

A

WITH TUNNEL VISORS: 1,2,3,5,6,8,9,11,12

SIGNALS TO BE EQUIPPED

@ STARR STREET

NEAREST SIGNAL 1650'

H

G

A D E

45 MPH

1.0% GRADE

45 MPH

0.0% GRADE

W I T

H

L E

N O

S I

G N

@ PAWLINGS ROAD

NEAREST SIGNAL 470

5'

H

A D E

TIMINGS AND WEEKLY PROGRAM CHART

REFER TO SYSTEM PERMIT #I-0053 FOR PROGRAM

12'

10'

12'

9'

SIGN TABULATION

DESCRIPTIONSIZESERIES

SYMBOL

PLAN

B

C

D

E

L

M

N

P

R3-5L 30"x36" LEFT TURN SIGN

R3-6SR 30"x36" OPTIONAL RIGHT TURN SIGN

R10-3E(L) 9"x15"

SIGNAL WITH COUNTDOWN TIMER SIGN

EDUCATIONAL PUSH BUTTON FOR WALK

R10-3E(R) 9"x15"

SIGNAL WITH COUNTDOWN TIMER SIGN

EDUCATIONAL PUSH BUTTON FOR WALK

F D3-4

G

K D3-4 "White Horse Rd"

SINGLE-LINE OVERHEAD STREET NAME SIGN

"Valley Forge Rd"

SINGLE-LINE OVERHEAD STREET NAME SIGN

R10-6AL 24"x30" STOP HERE ON RED

18"x18" NO PEDESTRIAN CROSSING SIGN

R3-7L 30"x30" LEFT LANE MUST TURN LEFT

R10-6-1 24"x30" LEFT LANE PLAQUE

R9-3

DC

DC

DC

DC

DC

DC

DRIVEWAY

DRIVEWAY

DRIVEWAY

D

R I

V E

W A

Y

FENCE

D R I

V E

W A

Y

DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIVEWAY

D C

330'

FROM STOP BAR

DETECTION LOCATEDSEC/ACT RADAR

450'

FROM STOP BAR

DETECTION LOCATED

DILEMMA ZONE RADARBEGINNING OF

450' FROM STOP BAR

DETECTION LOCATED

DILEMMA ZONE RADAR

BEGINNING OF

330' FROM STOP BAR

DETECTION LOCATED

SEC/ACT RADAR

E

D

D

E

D E

P

B

C

N

N

F

F

K

K

L

M

G

R10-12A 30"x36" LEFT TURN YIELD ON FLASHING YELLOW ARROW

NL

Y R

M H H

H H H H

FY Y R

G G Y

FH M FH H H

M FH H H

R R R R FY

RG G Y

RG G Y

FHM H

OFF

R

H H H H

G

OPERATION NOTES

IF FOLLOWED BY 2+6

BE COMPLETED IN PHASE 2+6

IT MAY TIME OUT IN THIS PHASE OR

TIMING WILL BE AS SHOWN IN PHASE 2+6.

G Y R 1

RG G Y

MN NL

HAND SYMBOL AT ALL TIMES

UPON PEDESTRIAN ACTUATION, OTHERWISE

5 2

7 22

5 2 4 3

7 162

8'

12'

10'

12'

12'

10'

11'

96"

16" 8"

2"

10.67"

3.33"

96"

16" 8"

2"

10.67"

3.33"

SIGN F (20% REDUCTION) SIGN K (5% REDUCTION)

Valley Forge Rd White Horse Rd

8" LOWER CASE LETTERS

10.6" UPPER CASE

CLEARVIEW 1W

8" LOWER CASE LETTERS

10.6" UPPER CASE

CLEARVIEW 1W

TPD 3/13/25

96"x16"

96"x16"

GG

C.C.

DRIVEWAY

S

R

I

R

PBs

ADD VIDEO AND RADAR; UPGRADE ADA, HMs &

REPLACE CC, NW & SW MAs; ADD WB FYA;

WIDEN WHITEHORSE; ADD CLTL TO WEST LEG;

L E

G

G H T

O F

W A

Y

L I

O T

H O

U

A D

N E

A R E S T

S I

G N

A L

' WHITE HORSE ROAD (T 552)

SEG 0130 OFF 2836

WHITE HORSE ROAD (SR 1003)

SEG 0480 OFF 0000

VALLEY FORGE ROAD (SR 0023)

50'

LEGAL TRAFFIC SIGNAL EASEMENT

UNTIL ACTUATED BY PHASE 1, 4, OR 8

CONTROLLER TO DWELL IN PHASE 2+6

DILEMMA ZONE:

DENSITY:

SPEED BOUNDARY: 5 MPH TO 30 MPH

RANGE OF DETECTION: STOP BAR TO 100 FEET

(ESTIMATED TIME OF ARRIVAL METHOD)

**RADAR DILEMMA DETECTOR NOTES

SPEED BOUNDARY: 27 MPH TO 100 MPH

RANGE OF DETECTION: STOP BAR TO 450 FEET

MAX 5.5 SEC

ESTIMATED TIME OF ARRIVAL: MIN 2.5 SEC -

R

R

R1-1 STOP SIGN

R10-7 24"x30" DO NOT BLOCK DRIVEWAY

LA

15'

LA

15'

S R3-5L 30"x36"

T R3-6SR 30"x36"

LEFT TURN SIGN

OPTIONAL RIGHT TURN SIGN

S

T

MA

25'

THERMAL DETECTOR

SIGNAL EASEMENT

LEGAL TRAFFIC

OR

A R3-8A(L-SR) 30"x30" LANE USE CONTROL SIGN

A

30 TO 451355

35 TO 502054

40 TO 602553

45 TO 603102

45 TO 603801*

SPEED RANGE (MPH)LOCATION (FT)TRIP LINE

SEC/ACT TRIP LINE

SET MAX INITIAL AS 40 SEC IN MST DIAGRAM

SET CONTROLLER PASSAGE AS 0.2 SEC IN MST DIAGRAM

DETECTION DEVICE TO UTILIZE 0.5 SEC EXTENSION

TRIP LINE ZONE WIDTH SET AS +/- 20 FEET FROM LOCATION

1**

MEW

Digitally signed by

MEW

Date: 2025.06.17 08:53:20 -04'00'

KPL

Digitally signed by KPL Date: 2025.06.17 11:41:02 -04'00'

12. 6 PM TO 7 PM

11. 5 PM TO 6 PM

10. 4 PM TO 5 PM

9. 3 PM TO 4 PM

8. 2 PM TO 3 PM

7. 1 PM TO 2 PM

4. 10 AM TO 11 AM

3. 9 AM TO 10 AM

2. 8 AM TO 9 AM

1. 7 AM TO 8 AM

P E

D

T o t a l s

Totals

PED

P E

D

T o t a l s

98754321

123457891

PED

Totals

TRAFFIC VOLUMES

5. 11 AM TO 12 PM

PED

S R

I

R

A D

VALLEY FORGE ROAD

SR 0023

2024 PROJECTED

6*

6*

69 40 172

196599

192 41 192

27 100

81 36 134

9 22 107

T

I

R

A D

TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.

OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH

OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED

CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS

CHANGES IN INTERSECTION GEOMETRY REGARDING EXCAVATION.

PERMITTEE SHALL OBTAIN A HIGHWAY OCCUPANCY PERMIT FOR ANY

UNIT FOR REVIEW PRIOR TO BIDDING.

SPECIFICATIONS MUST BE SUBMITTED TO THE DISTRICT TRAFFIC

CONFORM TO FORM 408 AND A COPY OF THE PROPOSED

WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST

UNDERGROUND UTILITIES, DATED DECEMBER 20, 1974.

LATEST AMENDMENT TO ACT 287, PREVENTION OF DAMAGE TO

UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF THE

THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING

UTILITIES.

PROBLEMS WHICH MAY BE CREATED DUE TO THE LOCATION OF

THE LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY

PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH

FORM 408.

INSTALLED IN ACCORDANCE WITH DEPARTMENT SPECIFICATIONS

SHALL BE PLAIN CEMENT CONCRETE CURB OR GRANITE CURB,

CURBING TO BE INSTALLED BY MUNICIPALITY AND WHERE NOTED,

INSTALLATION BY A REPRESENTATIVE OF PENNDOT.

EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO

AT RIGHT ANGLES TO THE APPROACH SHALL BE 8 FEET.

THE MINIMUM HORIZONTAL DISTANCE BETWEEN SIGNALS MEASURED

BOTTOM, AND EQUIPPED WITH BACKPLATES.

ALL OVERHEAD SIGNALS MUST BE RIGIDLY MOUNTED, TOP AND

SIDEWALK OR PAVEMENT.

MOUNTED SIGNALS SHALL BE A MINIMUM OF 8 FT. ABOVE THE

VERTICAL CLEARANCE OF 16 FT. ABOVE THE ROADWAY. POST

SIGNALS ERECTED OVER THE ROADWAY SHALL HAVE A MINIMUM

FEET.

SHALL ALSO HAVE A MINIMUM CLEARANCE HORIZONTALLY OF 2

EDGE OF THE SHOULDER. SUPPORT POLES FOR OVERHEAD SIGNALS

HEADS A MINIMUM OF 2 FEET BEHIND THE FACE OF CURB OR THE

POST MOUNTED SIGNALS SHALL BE INSTALLED WITH THE SIGNAL

AND MAINTAINED IN ACCORDANCE WITH PUBLICATION NO. 212.

ARE CONSIDERED PART OF THE PERMIT AND SHALL BE INSTALLED

ALL SIGNS AND PAVEMENT MARKINGS INDICATED ON THIS DRAWING

RESPONSIBILITY OF THE PERMITTEE.

NECESSARY FOR PROPER VISIBILITY OF THE SIGNALS IS THE

ALL MAINTENANCE WORK INCLUDING TRIMMING OF TREES,

OF THE DEPARTMENT OF TRANSPORTATION.

PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE

NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS

GENERAL NOTES

SYSTEM PERMIT #

RECOMMENDED:

DATEMUNICIPAL OFFICIAL

REVIEWED:

ENGINEERING DISTRICT 6-0

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

I-0053

CHESTER

SCHUYLKILL TOWNSHIP

VALLEY FORGE ROAD (SR 0023) &

WHITE HORSE ROAD (SR 1003/T-552)

DATEDISTRICT TRAFFIC ENGINEER

DATERECOMDATEREVWDATE

REVISION

REVW

DES/

NO

LOUIS BELMONTE 5/31/07

DATE

PERMIT # FILE #SHEET OF 33 092962-0929

FOR DURATION OF PRE-EMPTION

MOVEMENT, SEQUENCE, AND TIMING DIAGRAM

OPERATION NOTES

RETURNING TO NORMAL OPERATION

SIGNAL TO INDICATE WHEN

RETURNING TO NORMAL OPERATION

SIGNAL TO INDICATE WHENG ba

EMERGENCY PRE-EMPTION

EMERGENCY PRE-EMPTION PHASING

NOTE:

PHASE

SIGNAL

INTERVAL

R R R

H H H

H H H

H H H

H H H

H H H

13 14 15 16 17 18 19 20 21

22 23 24

FIXED 2 2 4

4 6

C L

E A

R A

N C

E

S E

L E

C T I

V E

C L

E A

R A

N C

E

S E

L E

C T I

V E

C L

E A

R A

N C

E

S E

L E

C T I

V E

C L

E A

R A

N C

E

S E

L E

C T I

V E

5,6,7

2,3,4

8,9,10

11,12,13

14,15

16,17

18,19

EMERGENCY PRE-EMPTION NOTES:

INTERSECTION FOR THE APPROPRIATE APPROACH.

WHITE FLOOD LIGHT, AND SHALL FLASH WHEN THE EMERGENCY VEHICLE HAS CONTROL OF THE

EACH DIRECTION OF OPERATION. THIS EMERGENCY BEACON SHALL CONSIST OF A FLASHING

WESTBOUND APPROACHES OF VALLEY FORGE ROAD (SR 0023) WITH A FAIL SAFE DEVICE FOR

SOUTHBOUND APPROACHES OF WHITE HORSE ROAD (SR 1003/T-552) AND THE EASTBOUND AND

CONTROLLER TO BE EQUIPPED WITH EMERGENCY PRE-EMPTION FOR THE NORTHBOUND AND

PRE-EMPTION PHASE SHALL TIME OUT BEFORE PROCEEDING TO THE NEXT PRE-EMPTION PHASE.

IF ADDITIONAL PRE-EMPTION PHASES ARE ACTIVATED WHILE IN PRE-EMPTION, THE ORIGINAL

MAXIMUM OPERATION.

LOCATION OF EMERGENCY VEHICLE DETECTORS ARE TO BE FIELD ADJUSTED TO ACHIEVE

SHALL REMAIN FLASHING.

IF THE SIGNALS, WHEN ACTIVATED BY AN EMERGENCY VEHICLE, ARE FLASHING, ALL SIGNALS

A "FIRST COME, FIRST SERVE" OPERATION.

IN EMERGENCY PRE-EMPTION, NO PRIORITY SHALL BE ESTABLISHED. PRE-EMPTION SHALL BE

THE PRE-EMPTION PHASE.

ENTIRETY, FOLLOWED BY THE APPROPRIATE SELECTIVE CLEARANCES BEFORE PROCEEDING TO

IMMEDIATELY FOLLOWED BY THE "FLASHING HAND AND COUNTDOWN TIMER" INDICATION IN ITS

PRE-EMPTED DURING THE "MAN" INTERVAL, THE MAN INTERVAL SHALL TERMINATE

IF THE SIGNAL HAS BEEN ACTUATED BY A PEDESTRIAN PUSH BUTTON AND THE SIGNAL IS

RG Y RFY Y

G Y a R a

H H H H H H H H H H H H

G Y a R a

R R R R R R

FY

b b

G Y

G Y

6. 12 PM TO 1 PM*

*SATURDAY

PHASE 2+6 INTERVAL 5 SHALL FOLLOW.

UPON COMPLETION OF PRE-EMPTION PHASE 2,4,6 OR 8, IN RETURNING TO NORMAL OPERATION, PBs

ADD VIDEO AND RADAR; UPGRADE ADA, HMs &

REPLACE CC, NW & SW MAs; ADD WB FYA;

WIDEN WHITEHORSE; ADD CLTL TO WEST LEG;

TPD

FOR THE DURATION OF SIGNAL PRE-EMPTION.

PRE-EMPTED PHASE SHALL REMAIN FLASHING YELLOW ARROW DURING THE ENTRY ROUTINE AND

PRE-EMPTION. ANY FLASHING YELLOW ARROW INDICATIONS FOR THE PHASE OPPOSITE THE

DURING THE ENTRY ROUTINE FOLLOWED BY GREEN ARROW FOR THE DURATION OF SIGNAL

ARROW INDICATIONS FOR THE PRE-EMPTED PHASE SHALL REMAIN FLASHING YELLOW ARROW

(2,1+6) WHEN GOVERNED BY THE APPROACHING EMERGENCY VEHICLE. ANY FLASHING YELLOW

FOLLOW. ONLY THOSE PHASES NOT POSING A YELLOW TRAP CONDITION MAY REMAIN GREEN

INTERVALS, ACCORDINGLY. THEN THE GREEN INTERVAL FOR THE PRE-EMPTION PHASE SHALL

INDICATIONS IMMEDIATELY, FOLLOWED BY THE COMPLETE YELLOW AND RED CLEARANCE

THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE, SHALL TERMINATE ALL GREEN

5 54 3

THE EMERGENCY PRE-EMPTION.

FEATURE ON, TO GIVE UNCODED EMITTERS THE ABILITY TO ACTIVATE

IDENTIFICATION, IT IS RECOMMENDED TO HAVE THE ZERO "00"

IF PRE-EMPTION EQUIPMENT HAS ENCODING CAPABILITIES FOR VEHICLE

p w t p d p w b e n t l e y c o m

T P

D P r o j e c t w i s e

D o c u m e n t s

A c t i v e

P R

P V h o e n i x v i l a w a

C A

D D

H O

P

I n

R o a s

S i g n a l s

F i l e v d g n a c l o s u r d o

T r a f f i c a n n i n g a n s i g n

I n c

3/13/25

GOVERNED BY THE APPROACHING EMERGENCY VEHICLE.

RED INDICATIONS, FOLLOWED BY THE GREEN INTERVAL OF THE PRE-EMPTION PHASE

THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE, SHALL TIME OUT ALL YELLOW AND

MEW

Digitally signed by

MEW

Date: 2025.06.17 08:53:43 -04'00'

KPL Digitally signed by KPL Date: 2025.06.17 11:41:24 -04'00'