2-49 SR 254-020 Traffic Signal Plan.pdf

PDF 2 MB Posted Jul 20, 2026

Attached to: SR 01254 (Broadway) & Turbot Avenue Signal Project
Solicitation number: Not on record
Issued by: Northampton County, Milroy CDP, Pennsylvania

About this file

Written by GovTribe AI · Jul 22, 2026

This is a Traffic Signal Plan document prepared by the Pennsylvania Department of Transportation (PennDOT) for the installation of new upgraded signal infrastructure at the intersection of SR 0254 (Broadway) and Turbot Avenue in Milton, Pennsylvania, located in Northumberland County. The project involves comprehensive traffic signal improvements including the installation of signal heads, pedestrian signal heads with countdown timers, support structures, underground conduit and cabling, detection equipment, and associated electrical components. The plan specifies 8 vehicular signal heads with LED technology, 6 pedestrian signal heads with countdown capabilities, 6 APS pushbuttons with extension arms, 2 thermal video detectors, and 1 acoustic preemption system. Additional components include 2 mast arm supports (25-foot and 30-foot mounting heights), 2 twelve-foot pedestrian signal support pedestals, approximately 4,116 linear feet of underground copper conductor cable, 1,257 linear feet of 5-conductor signal cable, 383 linear feet of 3-inch conduit, 5 galvanized steel junction boxes, and 100-watt LED luminaires. The plan was submitted on June 20, 2023, with final revisions approved on September 1, 2023.

The project requires strict compliance with Pennsylvania Department of Transportation standards, Act 181 provisions for underground utility protection, and coordination with the PA One-Call System prior to excavation. Installation specifications mandate specific clearance requirements, including signal head placement with minimum 8-foot horizontal distance between heads and positioning 15 to 19 feet above roadway for overhead signals. Pedestrian signal heads must be installed 7 to 10 feet above sidewalk level. Support poles for overhead signals require minimum 2-foot placement behind curb or shoulder edge. The plan includes concrete sidewalk improvements (83 square yards), thermoplastic pavement markings, and 9.5 millimeter asphalt mix course installation. All work must be performed in accordance with PennDOT specifications and standard drawings, with coordination required among local officials, utilities, and a designated District Traffic Engineer to resolve any conflicts prior to construction.

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NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 1SR 254NORTHUMBERLAND 20/30

TURBOT AVENUE

SR 0254 (BROADWAY) &

100% SUBMISSION

JUN. 20, 2023TC-8806

JUN. 20, 2023TC-8805

JUN. 20, 2023TC-8804

JUN. 20, 2023TC-8803

JUN. 20, 2023TC-8802

JUN. 20, 2023TC-8801

SEPT. 1, 2023RC-67M

STANDARD DRAWINGS:

DETAILS OTHER THAN THOSE INDICATED ARE ON THE FOLLOWING

TO UNDERGROUND UTILITIES, DATED MARCH 29, 2007.

COMPLY WITH PROVISIONS OF ACT 181 FOR PREVENTION OF DAMAGE

OF DETECTORS PRIOR TO INSTALLATION.

DETERMINE WITH A PENNDOT REPRESENTATIVE, THE EXACT LOCATION

CONFLICTS PRIOR TO CONSTRUCTION.

CONSULT WITH LOCAL OFFICIALS AND UTILITIES TO RESOLVE

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

CONTACT THE PA ONE-CALL SYSTEM, INC., PHONE 1-800-242-1776.

THREE WORKING DAYS PRIOR TO EXCAVATION THE PERMITTEE MUST

APPROACH.

FEET BETWEEN THE HEADS AS MEASURED AT RIGHT ANGLES TO THE

INSTALL SIGNAL HEADS WITH A MINIMUM HORIZONTAL DISTANCE OF 8

THE TOP OF PAVEMENT AT CENTER OF ROADWAY.

IF NO SIDEWALK IS PRESENT, DIMENSIONS ARE TO BE TAKEN FROM

THAN 7 FEET NOR MORE THAN 10 FEET ABOVE THE TOP OF SIDEWALK.

INSTALL PEDESTRIAN SIGNAL HEADS WITH THE BOTTOMS NOT LESS

FEET ABOVE THE ROADWAY.

WITH THE BOTTOMS NOT LESS THAN 15 FEET NOR MORE THAN 19

INSTALL SIGNAL HEADS AND SIGNS ERECTED OVER THE ROADWAY

WITH A MINIMUM HORIZONTAL CLEARANCE OF 2 FEET.

SHOULDER. ALSO, INSTALL SUPPORT POLES FOR OVERHEAD SIGNALS

MINIMUM OF 2 FEET BEHIND THE FACE OF THE CURB OR EDGE OF THE

INSTALL POST MOUNTED SIGNALS WITH THE SIGNAL HEADS A

PRIOR APPROVAL IS GRANTED, IN WRITING, BY THE DEPARTMENT.

NO MODIFICATION OF THIS INSTALLATION IS PERMITTED UNLESS

DRAWINGS.

TRANSPORTATION REGULATIONS, SPECIFICATIONS, AND STANDARD

ACCORDANCE WITH ALL PENNSYLVANIA DEPARTMENT OF

INSTALL, OPERATE AND MAINTAIN THIS TRAFFIC SIGNAL IN

DISTRICT TRAFFIC ENGINEER

RECOMMENDED

GENERAL NOTES

TRAFFIC SIGNAL PLAN

SUMMARY OF TRAFFIC SIGNAL ITEMS

QUANTITY NUMBER

ITEM

CEMENT CONCRETE SIDEWALK

SHEET

SEE

FOR TAB

NUMBER

DESIGN

UNIT

COPPER, 1 CONDUCTOR

AWG 8 UNDERGROUND CABLE,

ALUMINUM SIGNS

FLAT SIGN

STRUCTURE MOUNTED

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM0125

EACH

(30' MOUNTING HEIGHT)

MAST ARM WITH LUMINAIRE ARM

TRAFFIC SIGNAL SUPPORT, 30'

EACH

TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL4012

EACH

TYPE 1 MOUNTING WITH A RISER

NEMA TS-2: TYPE 2 CONTROLLER ASSEMBLY,

EACH

2 INCH CONDUIT0012

3 INCH CONDUIT0013

TYPE III

TRENCH AND BACKFILL

3 CONDUCTOR

SIGNAL CABLE, 14 AWG,

5 CONDUCTOR

SIGNAL CABLE, 14 AWG,

JB-27 GALVANIZED STEEL

JUNCTION BOX,

UNIT

(DOUBLE DISCONNECT)

ELECTRICAL SERVICE, TYPE C

EACH

WITH LOSS OF POWER LED INDICATOR LIGHT

UNITERRUPTABLE POWER SUPPLY (UPS)

EACH

THREE 12" SECTIONS

VEHICULAR SIGNAL HEAD,

EACH

TYPE A

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD,

EACH

APS PUSHBUTTON WITH EXTENSION ARM0790

EACH

THERMAL VIDEO DETECTOR0702

EACH

ACOUSTIC PREEMPTION SYSTEM0802

EACH

201 0005

LF MARKINGS

THERMOPLASTIC PAVEMENT

6" WHITE PREFORMED

MARKINGS

THERMOPLASTIC PAVEMENT

24" WHITE PREFORMED

EACH

100 WATT, ARM MOUNT

19,000 LUMEN LED LUMINAIRE,

DESCRIPTION DESCRIPTION

NUMBER

DESIGN

SHEET

SEE

FOR TAB

NUMBER

ITEM

UNIT

QUANTITY

CLASS 1 EXCAVATION3

SY 9.5 MM MIX, 1 1/2" DEPTH, SRL-H

COURSE, PG 64S-22, 0.3 TO <3 MILLION ESAL

SUPERPAVE ASPHALT MIXTURE DESIGN WEARING

(30' MOUNTING HEIGHT)

MAST ARM WITH LUMINAIRE ARM

TRAFFIC SIGNAL SUPPORT, 35'

EACH

INCLUDING REMOVAL OF EXISTING CURB

6" HEIGHT,

PLAIN CEMENT CONCRETE CURB,

1 TRAFFIC SIGNAL SUPPORT, 20' MAST ARM0120

EACH

25.0 MM MIX, 4" DEPTH

BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESAL

SUPERPAVE ASPHALT MIXTURE DESIGN

19.0 MM MIX, 3 1/2" DEPTH

BINDER COURSE, PG 64S-22, 0.3 TO <3 MILLION ESAL

SUPERPAVE ASPHALT MIXTURE DESIGN

49 0004

POLYMER COMPOSITE

DETECTABLE WARNING SURFACE,

TYPE II

TRENCH AND BACKFILL

63 2

TYPE I

TRENCH AND BACKFILL

72 2

S h a r e d

\2 P r o je c t

D e li v e r y

\1 P

R O

J E

C T

S \1

B o r o u g h o f M il to n \0

M il to n G

L G

S R a n d

T u r b o t

A v e \0

A D

\D g n \1

P L

A N

S E

T .d g n

J U

P L

O T

T E

L C

77 3

INCLUDING REMOVAL OF EXISTING CHEEK WALL

VARING HEIGHT,

PLAIN CEMENT CONCRETE CURB CHEEK WALL,

PAVEMENT MARKING REMOVAL

6" PAVEMENT MARKINGS REMOVAL104

sstille Text Box June 23, 2026 sstille Text Box Acting

NUMBER

ITEM

DESCRIPTION

MISCELLANEOUS

REMARKSLOCATIONQTY.

PLAN

SYMBOL

DESCRIPTION

SIZE

Q U

A N

TYPE ONE MOUNTING WITH A RISER

NEMA TS-2: TYPE 2 CONTROLLER ASSEMBLY,

EACH

1 CC 1

(DOUBLE DISCONNECT)

ELECTRICAL SERVICE, TYPE C

EACH

1 CC 1

UNINTERRUPTABLE POWER SUPPLY (UPS)0600

EACH

1 CC 1

THREE 12" SECTIONS

VEHICULAR SIGNAL HEAD,

EACH

TYPE A

LED COUNTDOWN PEDESTRAIN SIGNAL HEAD,

EACH

ACOUSTIC PREEMPTION SYSTEM0802

EACH

100 WATT, ARM MOUNT

19,000 LUMEN LED LUMINAIRE,

EACH

1 2 3 4

5 6 7 8

9 11 12

A B C D

1 2 3 4

BROADWAY 16" X 66" 7.33 2

TURBOT AVENUE 16" X 73" 8.11 2

NO TURN ON RED 36" X 36" 9 4

SIGNAL WITH COUNTDOWN TIMER �

EDUCATIONAL PUSH BUTTON FOR WALK

9" X 15" 0.94 3

S F

A L

U M

M S

F L A

T S

H E

E T

S T

R U

C T

U R

E M

O U

N T

E D

TOTAL

14.67

16.22

2.82

72.53

SERIES

D3-4

R3-3

R10-3E(R)

SIGNS

13 14

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 2SR 254NORTHUMBERLAND 20/30

TRAFFIC SIGNAL PLAN

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

R10-3E(L)

SIGNAL WITH COUNTDOWN TIMER �

EDUCATIONAL PUSH BUTTON FOR WALK

9" X 15" 0.94 3 2.82

U N

N U

M B

E R

LOCATION

DESCRIPTION

1+94

1+86 TO

M A

R K

T H

E R

M O

P L

A S

P A

V E

M E

N T

W H

P R

E F

O R

M E

L F

M A

R K

T H

E R

M O

P L

A S

P A

V E

M E

N T

E P

R E

F O

R M

E D

L F

TOTAL 201 63

SIDE

1+88

1+80 TO

RT/LT

1+06

1+04 TO

RT/LT

2+45

2+43 TO

101+24

101+22 TO

101+37

101+35 TO

RT/LT

101+43

101+41 TO

RT/LT

101+83

101+80 TO

RT/LT

101+89

101+86 TO

RT/LT

101+99

101+97 TO

PAVEMENT MARKINGS

N U

M B

E R

LOCATION

DESCRIPTION

TRENCH, CONDUIT, JUNCTION BOX, ELECTRICAL ITEMS

STA 1+75, 31' RT

JB 1, SR 0254

L F

C O

P P

E R

O N

D U

C T

O R

A W

U N

D E

R G

R O

U N

D C

A B

L E

N C

H C

O N

D U

L F

N C

H C

O N

D U

L F

T Y

P E

T R

E N

C H

A N

D B

A C

K F

L F

O N

D U

C T

O R

N A

L C

A B

L E

W G

L F

O N

D U

C T

O R

N A

L C

A B

L E

W G

L F

J B

-2 G

A L V

A N

D S

T E

E L

J U

N C

N B

O X

E A

C H

STA 1+97, 17' LT

JB 2, SR 0254

STA 1+39, 20' LT

JB 3, SR 0254

STA 1+28, 19' RT

JB 4, SR 0254

POWER TO CC

STRUCTURE 5

JB 1 TO

STRUCTURE 1

JB 1 TO

JB 5 TO JB 4

STRUCTURE 4

JB 4 TO

JB 1 TO JB 2

STRUCTURE 2

JB 2 TO

JB 2 TO JB 3

STRUCTURE 6

JB 3 TO

STRUCTURE 3

JB 3 TO

DISTRIBUTION

ELECTRICAL

TOTAL

CC TO JB 1

6 12 6

3 3

23 3

18 9

106 7

3 3

116 17

3 3

21 21

290 550 1257

290 89 383 72 550 1257 5

STA 1+73, 31' RT

JB 5, SR 0254

T Y

P E

T R

E N

C H

A N

D B

A C

K F

L F

CC TO JB 5 12 6

T Y

P E

I I

T R

E N

C H

A N

D B

A C

K F

L F

Z S h a re d \2

P ro je c t D e li v e ry

\1 P

R O

J E

C T

S \1

B o ro u g h o f M il to n \0

M il to n G

L G

S R a n d T u rb o t A v e \0

A D

\D g n \1

-0

L A

N S

E T

.d g n

-J

U N

-2

P L O

T T

L L C

L F

P A

V E

M E

N T

M A

R K

R E

M O

V A

P A

V E

M E

N T

M A

R K

R E

M O

V A

S F

1+12

1+10 TO

1+21

1+20 TO

1+26

1+25 TO

RT/LT

RT/LT 27

1+81

1+75 TO

1+86

1+81 TO

RT/LT

10428

1 2

DETECTORS

DESCRIPTION

NUMBER

ITEM

SEN. NO. ZONE PHASE ROUTE DIMENSIONOPERATION

EACH

THERMAL VIDEO DETECTOR

EACH

�8 TURBOT AVENUE PRESENCE 6' X 50'

THERMAL VIDEO DETECTOR �4 TURBOT AVENUE PRESENCE 6' X 50'

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 3SR 254NORTHUMBERLAND 20/30

TRAFFIC SIGNAL PLAN

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

UNIT

DETECTORS

DESCRIPTION

NUMBER

ITEM

SEN. NO. QTY. STATIONROUTE OFFSETSIDE

EACH

1 SR 0254 1+74 RT 27.80'APS PUSHBUTTON WITH EXTENSION ARM

1 1+90 RT 16.74'

1 1+95 LT 16.46'

1 1+42 LT 19.82'

1 1+28 RT 27.91'

EACH

SR 0254

APS PUSHBUTTON WITH EXTENSION ARM0790

UNIT

MAST ARM

H K L M N O P R S T

W G X Z

ROUTE

S T

A T

SIGNAL LOCATION SIGN LOCATION

ARM "A" ARM "C"

NUMBER

ITEM

QUAN.

O F

F S

E T

DESCRIPTION

NUMBER

STRUCTURE

- REFER TO TRAFFIC STANDARDS - SIGNALS, TC-7800, FOR LETTER DESIGNATIONS

EACH

1 SR 0254 1+90 RT 16.74' 15' 7' 25' 20' 9' 12' 0°

15' 30' 54°

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM

EACH

(30' MOUNTING HEIGHT)

MAST ARM WITH LUMINAIRE ARM

TRAFFIC SIGNAL SUPPORT, 35'

1 1+95 LT 15' 7' 35' 32' 19' 3°

EACH

(30' MOUNTING HEIGHT)

MAST ARM WITH LUMINAIRE ARM

TRAFFIC SIGNAL SUPPORT, 30'

1 101+34 LT 15' 7' 30' 23' 7' 8° 15' 30' 65°

EACH

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM 1 1+18 LT 15' 7' 20' 18' 7' 10' 0°

F U

15'

EACH

TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL 1 101+34 RT 7'

EACH

TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL 1 1+42 LT 7'

TRAFFIC SIGNAL SUPPORTS

SR 0254

AVENUE

TURBOT

SR 0254

AVENUE

TURBOT

SR 0254

16.47'

23.07'

17.81'

23.05'

19.82'

28'

12'

N U

M B

E R

LOCATION

DESCRIPTION

1+30

1+16 TO

C Y

C L A

S S

X C

A V

A T

L U

G R

E M

O V

A L

O F

E X

C U

R B

H E

P L

C E

M E

N T

C O

N C

R E

T E

C U

R B

L F

SIDE

1+25

1+21 TO

1+55

1+34 TO

1+97

1+71 TO

TOTAL

3 95

SIDEWALKS

C E

M E

N T

C O

N C

R E

T E

E W

A L

S Y

P O

L Y

M E

R C

O M

P O

D E

T E

C T

A B

L E

W A

R N

S U

R F

A C

S F

2+19

1+81 TO

U N

N U

M B

E R

LOCATION

DESCRIPTION

S Y

M M

E P

T H

R L

-H

W E

A R

C O

U R

S E

-2

.3 T

E S

A L

S U

P E

R P

A V

E A

S P

H A

L T

T U

R E

D E

TOTAL 17

PAVING

S Y

.0 M

M M

D E

P T

D E

R C

O U

R S

P G

S -2

T O

N E

S A

S U

P E

R P

A V

E A

S P

H A

L T

T U

R E

D E

1+33

1+20 TO

1+57

1+53 TO

1+87

1+70 TO

1+97

1+80 TO

17 17

.0 M

M M

D E

P T

B A

S E

C O

U R

S E

-2

.3 T

E S

A L

S U

P E

R P

A V

E A

S P

H A

L T

T U

R E

D E

Z S h a re d \2

P ro je c t D e li v e ry

\1 P

R O

J E

C T

S \1

B o ro u g h o f M il to n \0

M il to n G

L G

S R a n d T u rb o t A v e \0

A D

\D g n \1

-0

L A

N S

E T

.d g n

-J

U N

-2

P L O

T T

L L C

L F

L U

G R

E M

O V

A L

O F

E X

C H

E E

K W

A L

V A

G H

H T

P L A

E M

E N

T C

O N

C R

E T

E C

U R

B C

H E

E K

W A

L L

5.1 55.8 5.1

66.0

2.5" Radius, 0.8" Border, W hite on Green;

"Broadway", ClearviewHwy-3-W;

Table of widths and spaces

5.1

5.5 1.8 r

3.3 1.5 o

5.6 1.7 a

5.4 1.7 d

5.2 1.8 w

8.5 1.5 a

5.4 1.3 y

5.6 5.1

Broadw ay

4.9 36.5 6.0 19.7 4.9

72.0

2.5" Radius, 0.8" Border, W hite on Green;

"Turbot Ave", ClearviewHwy-3-W;

Table of widths and spaces

4.9

5.1 1.6 u

5.0 2.4 r

3.3 1.7 b

5.3 1.7 o

5.6 1.3 t

3.5 6.0

6.7 0.9 v

5.5 1.3 e

5.3 4.9

Turbot Ave

S h a r e d

\2 P r o je c t

D e li v e r y

\1 P

R O

J E

C T

S \1

B o r o u g h o f M il to n \0

M il to n G

L G

S R a n d

T u r b o t

A v e \0

A D

\D g n \1

P L

A N

S E

T .d g n

J U

P L

O T

T E

L C

TRAFFIC SIGNAL PLAN

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 4SR 254NORTHUMBERLAND 20/30

(NOT TO SCALE)

ITEM 4954-0403

SERVICE TO TRAFFIC SIGNAL

APPROVED INDIVIDUAL METER BASE FOR

CONDUCTORS

FOR PPL COMPANY SERVICE LATERAL

3" PVC SCHEDULE 40 CONDUIT

3" GALVANIZED RIGID OR

(BACK VIEW)

CONTROLLER CABINET

CABINET WITH 4 AWG (MIN) GROUND WIRE

AND GROUNDING BUS IN CONTROLLER

GROUNDING BUS IN SERVICE DISCONNECT

GROUND ROD (SERVICE), CONNECT TO

FOUNDATION

3" CONDUIT

ELECTRICAL SERVICE, TYPE C (DOUBLE DISCONNECT)

CIRCUITS

2" CONDUIT FOR STREET LIGHT

(10"W x 14"H x 7"D)

TRAFFIC SIGNAL DISCONNECT

STREET LIGHT DISCONNECT

(MIN)

24"

(MIN)

36"

12" (MIN)

RISER

PUSHBUTTON

2" ADA COMPLIANT PEDESTRIAN

VARIES BUT CANNOT EXCEED 12"

(NOT TO SCALE)

ITEM 4956-0790

WITH EXTENSION ARM

PEDESTRIAN PUSHBUTTON

0'-4.5" O.D.

3" X 5"

HANDHOLE

THREADED OR WELDED

CAST BREAKAWAY BASE

PEDESTRIAN SIGNAL HEAD

(NOT TO SCALE)

ITEM 0951-4012

SIGNAL SUPPORT

PEDESTAL TRAFRFIC

S h a r e d

\2 P r o je c t

D e li v e r y

\1 P

R O

J E

C T

S \1

B o r o u g h o f M il to n \0

M il to n G

L G

S R a n d

T u r b o t

A v e \0

A D

\D g n \1

P L

A N

S E

T .d g n

J U

L O

T T

L C

TRAFFIC SIGNAL PLAN

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 5SR 254NORTHUMBERLAND 20/30

PEDESTAL, OR STUB POLE

TRAFFIC SIGNAL SUPPORT,

CONTROLLER ASSEMBLY

3C/14

POWER SUPPLY

UNINTERRUPTIBLE

3C/14

* AS RECOMMENDED BY THE MANUFACTURER

JUNCTION BOX

SERVICE

TYPE C ELECTRICAL

CABLE (NO. OF CONDUCTORS/SIZE AWG)

SIGNAL HEAD

PEDESTRIAN PUSHBUTTON

VIDEO DETECTOR

DETECTOR

EMERGENCY PREMPTION

CONFIRMATION LIGHT

EMERGENCY PREMPTION

LUMINAIRE

3C/14

5C/14

WIRING DIAGRAM

3C/14

5C/14

3C/14

5C/14

3C/14

5C/14

SIGNALS

PHASE 2+6

FIXED

MINIMUM

PASSAGE

MAX I

MEMORY

INTERVALS

MOVEMENT, PHASING, & SEQUENCE CHART

E M

E R

G E

N C

Y F

L A

S H

PHASE 2 PHASE 6 PHASE 4 PHASE 8

EMERGENCY VEHICLE PREEMPTION

INTERVALS INTERVALS INTERVALS INTERVALS

S E

L E

C T

C L

E A

R A

N C

S E

L E

C T

C L

E A

R A

N C

S E

L E

C T

C L

E A

R A

N C

S E

L E

C T

C L

E A

R A

N C

PHASE 4+8

NON-LOCKINGMAX RECALL

MIN GAP

3 4

4 3

- DURATION OF EMERGENCY VEHICLE PREEMPTION

- UPON ACTUATION FROM EMERGENCY VEHICLE

W FH H HHH

RYG

RRR

H HFHW

R R R

H H H

R R

R R R

H H H

R R R

R RR

H H H

R R R

H H H

HW FH

H H

PEDESTRIAN* 9 12

HHH

7 8

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

* - UPON PEDESTRIAN ACTUATION ONLY

W - WALK

FH - FLASHING HAND

H - HAND

LEGEND

R R R

RYG

RRR

RYG

RYGR RR

R RR

51 2

2 1

D 4

2 12

3 4

7 13

3 3

3 C

4 2

5 6

1 11

4 14 4

21 22

331 2 3

2 21

4 41

12 13

S T

O P H

E R

E O

N R

E D S

L E

A N

O U

P P

INLET RIM ELEV. 491.48'

INLET RIM ELEV. 491.98'

B T

C C

O P

N O P

A R

G S

B E

L L A

T L

A N

O P

A R

G S

P P

B T

C C

O P

W E S

B T

C C

O P

P O

L E W

H P

E D

E S

T R

N B

U T

T O

P O

L E W

H P

E D

E S

T R

N B

U T

T O

INLET RIM ELEV. 491.98 INLET RIM ELEV. 491.96'

1" TREE

PPL 24878/N31255

N O T

U R

N O

N R

E D S

NO TURN ON RED SIGNNO TURN ON RED SIGN

N O P

A R

G S

P O

L E W

H S

N A

L C

O N

T R

O L B

O X

N O T

U R

N O

N R

E D S

S R

E G

P O

L E W

H P

E D

E S

T R

N B

U T

T O

S T

R E

E T S

N O P

A R

G S

A P

L E

A P

L E

A P

L E

A P

L E

N O P

A R

G S

U T

Y P

O L E W

H N

O T

A G

26" MAPLE

12" TREE

NO PARKING SIGN

PPL 24879/N31228

PPL 24879/N31221

BTCCO PA 4T-10926

INLET RIM ELEV. 476.67'

INLET RIM ELEV. 476.35'

P P

GUY

GUYGUY

LEGAL RIGHT-OF-WAY LINE

L E

G A

L R

H T -O

F -W

A Y L

LEGAL RIGHT-OF-WAY LINE

L E

G A

L R

H T -O

F -W

A Y L

L E

G A

L R

H T -O

F -W

A Y L

L E

G A

L R

H T -O

F -W

A Y L

NO SIGNAL WITHIN

ONE MILE

GRADE = 0.0%

SPEED LIMIT 25 MPH

G R

A D

E .7

S P

E E

D L

P H

N O S

N A

L W

O N

E M

G R

A D

S P

E E

D L

P H

O S

N A

A T M

A H

O N

G S

T R

E E

GRADE = -1.25%

SPEED LIMIT 25 MPH

1373' TO SIGNAL

AT ARCH STREET

SR 254 (BROADWAY)

HOUSE

HOUSEHOUSE

BUILDING

N86°58'40"E

13.50'

12.63'

26.13'

38.79'

19.00' 19.79'

N '2

N '0

SR 254 (BROADWAY)

T U

R B

O T A

V E

T U

R B

O T A

V E

W/6"

POWER SUPPLY

7 8

5 1

D E

D DC

POWER SUPPLY

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

S h a r e d

\2 P r o je c t

D e li v e r y

\1 P

R O

J E

C T

S \1

B o r o u g h o f M il to n \0

M il to n G

L G

S R a n d

T u r b o t

A v e \0

A D

\D g n \1

P L

A N

S E

T .d g n

J U

L O

T T

L C

TRAFFIC SIGNAL PLAN

8 OF 6SR 254NORTHUMBERLAND 20/30

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

TRAFFIC SIGNAL DETAILS TRAFFIC SIGNAL SIGN DETAILS EMERGENCY PREEMPTION DETAILS

TRAFFIC SIGNAL CONDUIT &

0 25 50 FEET

SCALE

12"

5" MIN

SIGNAL INDICATIONS

18"

2-C/3"

1-C/2"

2-C/3"

1-C/2"

2-C/2"

1-C/2"

2-C/3"

1-C/3"

1-C/2"

1-C/3"

1-C/2"

LEGEND

- SOLID WHITE LINE/WIDTH

- DOUBLE YELLOW LINE/WIDTH

- EXISTING / PROPOSED POST MOUNTED SIGN

- EXISTING DOUBLE YELLOW LINE/WIDTH

- EXISTING WHITE LINE/WIDTH

- EXISTING BROKEN WHITE LINE/WIDTH

W/4"

DY/4"

W/4"

BW/4"

- PROPOSED MAST ARM

- EXISTING / PROPOSED LUMINAIRE

- EXISTING / PROPOSED PEDESTRIAN PUSHBUTTON AND SIGN

- EXISTING / PROPOSED VEHICULAR SIGNAL HEAD

- EXISTING / PROPOSED PEDESTAL/STUB POLE

- PROPOSED PEDESTRIAN SIGNAL HEAD

- EXISTING / PROPOSED CONTROLLER CABINETCC CC

- PROPOSED JUNCTION BOX

- EXISTING / PROPOSED STRUCTURE MOUNTED SIGN

- PROPOSED VIDEO DETECTION ZONE

- PROPOSED EMERGENCY PREEMPTION DETECTOR

- PROPOSED EMERGENCY PREEMPTION CONFIRMATION LIGHT

- PROPOSED CONDUIT/SIZEC/2"

- PROPOSED VIDEO DETECTOR

SIZEDESCRIPTIONSTANDARD QTY.SIGN

SIGNS

REMARKS

D3-4

R3-3

R10-3E(R)

BROADWAY

TURBOT AVENUE

NO TURN ON RED

SIGNAL WITH COUNDOWN TIMER�

EDUCATIONAL PUSH BUTTON FOR WALK

16" X 66"

16" X 73"

36" X 36"

9" X 15"

R10-3E(L)

SIGNAL WITH COUNDOWN TIMER�

EDUCATIONAL PUSH BUTTON FOR WALK

9" X 15" 3

1-C/2" 2-C/3"

W/6" TBR

W/24" TBR

2 41

6 7 8

10 129

BC: 493.01'

TC: 493.89'

TC/BC: 492.72'

TC/BC: 493.28'

493.36'

493.57'

BC: 493.56'

TC: 493.66'

493.86'

1.90% 4.21'

5.00% 4.00'

STONE STAIRS TBR

BC: 493.69'

TC: 494.28'

494.03'

8.00% 4.00'

11.00% 4.00'

1.98% 4.04'

11.41% 1.84'

11.43% 5.95'

7.72% 5.96'

7.61% 2.76'

494.41'

BC: 494.01'

TC: 494.09'

BC: 494.48'

TC: 494.53'

494.97'

BC: 492.80'

TC: 493.70'

TC/BC: 494.41'

494.49'

11.92% 6.04'

7.63% 6.03'

TOP OF FOUNDATION: 495.50'

BC: 492.72'

TC: 493.34'

INLET RIM ELEV. 491.

98'

491.06' 491.1'

491.68'

491.78'

492.13'

491.70'

492.05'

0.80% 4.98'

2.00% 4.00'

1.46% 4.10'

492.28'

492.39'

BC: 491.93'

TC: 492.18'

BC: 491.77'

TC: 492.01'

TC/BC: 491.74'

TC/BC: 491.71'

2.19% 6.39'

2.64% 6.43'

7.76% 4.38'

7.94% 4.28'

492.08' �1.

6.14%

2.77'

492.14'

SIDEWALK TBR

0.75% 4.00'

TOP OF FOUNDATION: 492.05'

492.22'

492.19'

0.58% 1.73'

POWER SUPPLY

491.62'

491.59'

TC/BC: 491.58'

TC/BC: 491.57'

491.54'

BC: 491.46'

TC: 491.54'

1.88% 5.32'

491.62'

0.38% 5.20'

2.00% 4.00'

0.75% 4.00'

0.25% 4.00'

�2.09 %2.87

�2.

5.32% 3.76'

7.78% 4.50'

TC/BC: 491.09'

TC/BC: 491.17' �9

7.97% 3.89'

491.44'

491.48'

491.34'

491.32'

BC: 491.00'

TC: 491.12'

BC: 491.45'

TC: 491.48'

BC: 491.55'

TC: 491.60'

491.69'

1.25% 5.59'

1.24% 3.01'

491.71'

491.81'

0.33% 6.05'

1.99% 5.65'

�1.88 %5.86

�6.14 %5.21

0.35%

2.88'

�1.49 %2.02

TOP OF FOUNDATION: 491.72

BC: 494.60'

TC: 495.03'

BC: 494.17'

TC: 495.03'BC: 493.31'

TC: 495.03'

TC/BC: 491.88'

TC/BC: 491.96'

493.20'

7.96% 5.40'

0.00% 6.37'

0.00% 4.37'

0.00% 4.00'

13.82% 4.56'

7.95% 5.41'

7.98% 5.39'

BC: 493.74'

TC: 495.03'

TC/BC: 494.92'

TC/BC: 495.03'

495.11'

8.02% 5.36'

1.66% 4.82'

0.00% 4.87'

7.92% 5.43'

494.92'

TC/BC: 493.31'

TC/BC: 492.57'

0.00% 4.29'

0.00% 2.56'

2.00% 4.00'

494.25'

BC: 494.08'

TC: 494.25'

TC/BC: 491.9'

BC: 494.49'

TC: 494.84'

BC: 494.06'

TC: 494.81'BC: 493.63'

TC: 494.33'

BC: 493.20'

TC: 493.81'

BC: 492.08'

TC: 493.64'

BC: 492.08'

TC: 493.64'

TOP OF FOUNDATION: 495.00'

TC/BC: 491.86'

S h a re d \2

P ro je c t

D e li v e ry \1

P R

O J E

C T

S \1

B o ro u g h o f M il to n \0

M il to n G

L G

S R a n d

T u rb o t A v e

C A

D \D g n

-0

L A

N S

E T

.d g n F

-J U

N -2

L O

T T

L L

TRAFFIC SIGNAL PLAN

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 7SR 254NORTHUMBERLAND 20/30

0 5 10 FEET

SCALE

NORTHWEST QUADRANT

SOUTHWEST QUADRANT SOUTHEAST QUADRANT

NORTHEAST QUADRANT

SU-40

AASHTO 2018 (US)

, Inc. All right s reserved.

S U

A A S

H T O

S c r a n s o f t o lu t io n s In c

A ll r ig h t s r e s e r v e d

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

SU-40

AASHTO 2018 (US)

SU-40

AASHTO 2018 (US)

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

SU-40

AASHTO 2018 (US)

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

SU-40

AASHTO 2018 (US)

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

SU-40

AASHTO 2018 (US)

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

SU-40

AASHTO 2018 (US)

SU-40

AASHTO 2018 (US)

S U

A A S

H T O

S c a n s o lu t io n s In c

A ll r ig h t s r e s e r v e d

GUY

GUYGUY

S h a r e d

\2 P r o je c t

D e li v e r y

\1 P

R O

J E

C T

S \1

B o r o u g h o f M il to n \0

M il to n G

L G

S R a n d

T u r b o t

A v e \0

A D

\D g n \1

P L

A N

S E

T .d g n

J U

L O

T T

L C

AVENUE

SR 0254 (BROADWAY) & TURBOT

100% SUBMISSION

TRAFFIC SIGNAL PLAN

NUMBER

REVISION

DISTRICT COUNTY ROUTE SECTION SHEET

3-0

MILTON BOROUGH

REVISIONS DATE BY

8 OF 8SR 254NORTHUMBERLAND 20/30

Width

Lock to Lock Time

Track

SU-40

Steering Angle

4.00

6.0

8.00

31.8:

25.00 feet

39.50

TURNING MOVEMENTS

INTERSECTION 1
1
2
3
4
5
6
7
8

File details come from the government source that posted it. Updated Jul 22, 2026.