06d_3008 Traffic Signal Plans_signed_5.4.26.pdf

56 57 58 59 60

BU

S

W /2

CRESCENTVILLE ROAD (SR 1002)

CRESCENTVILLE ROAD (SR 1002)

CALL BEFORE YOU DIG!

PA ONE CALL SYSTEM TELEPHONE NUMBER.

DAYS IN DESIGN STAGE BEFORE YOU DIG CALL THE

NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS

1-800-242-1776

EQUIP ALL SIGNALS WITH TUNNEL VISORS

SIGNAL INDICATIONS

XX

COUNTDOWN

LED

16"x18"

12" LED

5,6

1,2,3,4

W /2

W /2

SIGNAL

INTERVAL

MOVEMENT, SEQUENCE, AND TIMING DIAGRAM

Y RG

G

R R R

1 2 3 4 5 6

Y R R RR R R

Y

Y

OFFH H

P FHM

PHASE

PHASE

F L

A S

H

2+6

FIXED

PED

1,2

3,4

5,6 HH

4 3

MEMORY MX NL

MINIMUM

MAX 70

PED 7

DESCRIPTION

DESIGNATIONS

SERIES

SYMBOL

PLAN

WxH

SIZE

SIGNS

QTY

30 MPH

4.7% GRADE

30 MPH

-4.4% GRADE

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

ADAMS AVE. (445')

NEAREST SIGNAL AT

CHELTENHAM AVE. (1200')

NEAREST SIGNAL AT

2"(LUM)

3"C

Y

R

G

B

MODIFIED

R10-3 PUSH OR WAVE AT BUTTON FOR MAN (RIGHT ARROW) 9"x15" 1

C R10-6AL STOP HERE ON RED (LEFT) 24"x30" 2

BW/6"

W/6"

DY/4"

W/6"

DY/4"

W/6"

SPEECH WALK MESSAGE IS "CRESCENTVILLE ROAD".

NAME]." THE STREET NAME TO BE USED FOR THE

NAME]. WALK SIGN IS ON TO CROSS [STREET

SHALL BE THE SPEECH WALK MESSAGE "[STREET

5. AN AUDIBLE WALK INDICATION. THE WALK INDICATION

WHEN THE WALK INTERVAL IS NOT TIMING.

BE ACCOMPANIED BY THE SPEECH MESSAGE "WAIT"

4. ACTUATION OF THE PEDESTRIAN PUSHBUTTON SHALL

PUSHBUTTON.

AUDIBLE FROM 6 TO 12 FEET FROM THE

INTENSITY RESPONSIVE TO AMBIENT SOUND, AND

REPEAT AT 1 SECOND INTERVALS, SHALL BE

SHALL HAVE A DURATION OF 0.15 SECONDS AND

3. A PUSHBUTTON LOCATOR TONE. THE LOCATOR TONE

THE WALK INDICATION.

TO THE CROSSING AND WHICH VIBRATES DURING

2. A TACTILE DIRECTIONAL ARROW ALIGNED PARALLEL

INDICATOR AND TONE.

1. ADA COMPLIANT PUSHBUTTON WITH LATCHING LED

WITH THE FOLLOWING FEATURES:

VIBROTACTILE ACCESSIBLE PEDESTRIAN SIGNAL (APS)

SIGNAL TO BE EQUIPPED WITH TOUCHLESS,

ACCESSIBLE PEDESTRIAN SIGNAL NOTES:

W/6"

W/6"

W/6"

A

MODIFIED

R10-3 PUSH OR WAVE AT BUTTON FOR MAN (LEFT ARROW) 9"x15" 1

& TACONY TRAIL CONNECTOR

W/6"

W/6" W/6"

(TYP)

W/24"

DY/4"

ON. DO NOT RUN SIGNAL IN RECALL.

PLAN AT THE TIME OF CONTROLLER TURN-

ACTUATION IS FUNCTIONING ACCORDING TO

3. CONTRACTOR TO ENSURE PEDESTRIAN

MARKINGS, AND STOP BARS.

MARKINGS FOR ALL LEGENDS, TRANSVERSE

ALL LINES AND THERMOPLASTIC PAVEMENT

USE WATERBORNE PAVEMENT MARKINGS FOR 2.

WITH RETROREFLECTIVE BACKPLATES.

ALL OVERHEAD SIGNALS MUST BE EQUIPPED 1.

NOTES:

2"C(LUM)

3"C

MC1 SPECIAL METRO SIGN - "CRESCENTVILLE RD ARTERIAL" 18"x48" 1

MC2 SPECIAL 18"x48" 1METRO SIGN - "CRESCENTVILLE RD ARTERIAL"

OT1 SPECIAL OVERHEAD SIGN - "TACONY TRAIL CONNECTOR" 18"x96" 1

W/4"

DEW/6"

DEW/4"

CONTINUED ON SHEET 2 OF 6

3"C

POLE #52755

FROM UTILITY

ROUTE 57 SIGNS

EXISTING SEPTA

RELOCATE

15'

CUSHIONS

EXISTING SPEED

(TYP.)

W/12"

MC1

MAST ARM 1

MC2

STREET LIGHTING

2" DIRECT BURIAL CONDUIT, PHILADELPHIA LF88

GROUND

STREET LIGHTING WIRING, 12-2 UF WITH LF50

STREET LIGHTING WIRING, #4 AWGLF176

STREET LIGHTING WIRING, #6 AWG GROUNDLF88

LED ROADWAY LUMINAIREEA1

TYPE A

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, EA2

18"X48"

FURNISH & INSTALL METRO STREET NAME SIGN EA2

OVERHEAD STREET NAME SIGNSF12

SECTIONS

VEHICULAR SIGNAL HEAD, THREE 12" EA4

POST MOUNTED SIGNS, TYPE FSF2

MARKINGS

6" WHITE HOT THERMOPLASTIC PAVEMENT LF1096

MARKINGS

24" WHITE HOT THERMOPLASTIC PAVEMENT LF265

PAVEMENT MARKING REMOVALSF972

MARKINGS

4" YELLOW HOT THERMOPLASTIC PAVEMENT LF632

STREET LIGHTING BRACKET ARM, 6 FEETEA1

POST MOUNTED SIGNS, TYPE BSF10

TRAFFIC SIGNALS

3" DIRECT BURIAL CONDUIT, PHILADELPHIA LF144

ACTUATED BY PEDESTRIAN PUSHBUTTON.

SIGNAL TO DWELL IN PHASE 2+6 UNTIL

34'

60'

30'

N.T.S.

BUS ZONE DETAIL

BU

S6" WHITE

W/6"

LANE WIDTH

PARKING

30'

POLE #52757

STA 56+13.67

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 13.2' LT

STA 60+33.68

PAVEMENT MARKINGS AT

TIE INTO EXISTING

STA 60+33.68

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 22.1' RT

STA 60+33.68

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 21.3' LT

STA 57+34.49

51' 115'

STA 57+28.63

OFF 13.3' LT

STA 57+84.47

205'

8'-0"

WHITE HOT THERMOPLASTIC LEGEND, "B",EA1

8'-0"

WHITE HOT THERMOPLASTIC LEGEND, "S",EA1

8'-0"

WHITE HOT THERMOPLASTIC LEGEND, "U",EA1

2"C(LUM)

END

STA 57+78.21

BEGIN

STA 58+87.52

OFF 10.5' RT

STA 55+71.69

PAVEMENT MARKINGS AT

TIE INTO EXISTING

3"C

CABLE

TRIPLEX

D R7-7 NO PARKING BUS STOP (LEFT) 12"X18" 1

E R7-7 NO PARKING BUS STOP (RIGHT) 12"X18" 1

M A

T C

H L

IN

E

A -A

SIGN POST

FROM EXISTING

ROUTE 57 SIGNS

EXISTING SEPTA

RELOCATE

SIGN

EXISTING SEPTA

STA 59+28.80STA 57+28.63

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC SIGNAL PLAN

MATERIALS LIST

PHILADELPHIA

PHILADELPHIA

INTERSECTION:

MUNICIPALITY:

COUNTY:

REVIEWED:

RECOMMENDED:

SYSTEM FILE #FILE #

MUNICIPAL OFFICIAL DATE

DISTRICT TRAFFIC ENGINEER DATE

HORIZONTAL SCALE

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

S

P e d

R Y

G

.d g n

D A

T E

NUMBER

REVISION

TRAFFIC SIGNAL CONSTRUCTION PLAN

20 40 FEET

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

CRESCENTVILLE ROAD TRAFFIC SIGNALS

LEGEND

SUPPORT NUMBER

MAST ARM/LENGTH/

SIGNAL HEAD/IDENTIFYING NUMBER

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

SIGN/IDENTIFYING LETTER

JUNCTION BOX/IDENTIFYING NUMBER

PHASE NUMBER

CONDUIT/SIZE

CONTROLLER

PROPOSED

25'

W/4"

A2

CURB RAMP

A

3"C

C-POST

D-POLE

PAVEMENT MARKING LINE/WIDTH

EXISTING

25'

W/4"

A2

A

3"C

TRANSIT SIGNAL PRIORITY DETECTOR

A EMERGENCY PREEMPTION DETECTOR

6-0 PHILADELPHIA 1002 SBS

A

A

A

CONFIRMATION BEACON

EMERGENCY PREEMPTION

LUMINAIRE

CITY OF PHILADELPHIA

PEDESTRIAN PUSH BUTTON/SIGN

IDENTIFYING NUMBER

VIDEO/RADAR DETECTION/

F1 F1

STUB POLE2

OF 6

ZONE OF DETECTION

F

E B

CRESCENTVILLE ROAD (SR 1002)

LUMINAIRE WITH POLE

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

W

S

S

W

S

W W

S

W

S

D

Y

H

A

B

C

C

OT1

OT1

D E

8'-0"

1'-6"

Tacony Trail Connector

SIGN "OT1"

LUMINAIRE

1 SIGNAL HEADSIGNAL SUPPORT1

2 JUNCTION BOX UTILITY POLE

BUTTON

PEDESTRIAN PUSH

A*

PEDESTRIAN SIGNAL

INCIDENTAL TO AUDIBLE

F I

B E

R

C

A

A E

R I

A L

S E

R V I

C E

SERVICE

SERVICE, LUM

30C,A*, CONTROLLER ASSEMBLY

JB

39" ROUND

SUPPORT.

1. ALL CABLES TO BE SPLICED IN THE BASE OF SIGNAL

NOTE:

S E

R V I

C E

L U

M

1-3"COND.

1-2"COND.

SERVICE

SERVICE, LUM

30C,2-A*, C

O N

D

L U

M

S E R

V I C E

C

C

5C

C

C

A

C O

N D

5C

A*

C

A

C O

N D

5CA*

2 5

#52757

PECO POLE

12"x18"x12" JB

& TACONY TRAIL CONNECTOR

18"

N

ARTERIALS N

14" 20"

SIGN "MC2"

6000 6300

48"

48"

N

ARTERIALN S

14" 20"

6300 6000

SIGN "MC1"

18" Rd

Rd

Crescentville

Crescentville

SIGN "A" SIGN "B"

STANDARD FOUNDATION, TYPE 2 (40' TO 45')EA1

STATION

ACCESSIBLE PEDESTRIAN SYSTEM, PEDESTRIAN EA2

TRAFFIC SIGNAL CABLE, 30 CONDUCTORLF119

ASPHALT

CONDUIT TRENCHING AND RESTORATION, LF47

COMPOSITE JUNCTION BOX, 12"X18"X12" DEEPEA1

LID X 18" DEEP

CIRCULAR COMPOSITE JUNCTION BOX 39" DIA EA1

TRAFFIC SIGNAL CABLE, 5 CONDUCTORLF272

ELECTRICAL SERVICE WIRE - #6 AWGLF105

TRAFFIC SIGNAL SUPPORT, 45' MAST ARMEA1

TRAFFIC C-POST, 20'EA2

F I B E R

A E R I

A L

S E R

V I C

MOUNTED BACKPACK CABINET

TRAFFIC CONTROLLER ASSEMBLY, ATC, POLE EA1

1-3"COND.

1-2"COND.

TRIPLEX SERVICE CABLELF75

AERIAL ELECTRICAL SERVICE CONNECTIONEA2

M A

T C

H L

IN

E

A -A

POLE #52755

CONDUIT TRENCHING, CONCRETELF6

UNPAVED

CONDUIT TRENCHING AND RESTORATION, LF60

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC SIGNAL PLAN

MATERIALS LIST

PHILADELPHIA

PHILADELPHIA

INTERSECTION:

MUNICIPALITY:

COUNTY:

REVIEWED:

RECOMMENDED:

SYSTEM FILE #FILE #

MUNICIPAL OFFICIAL DATE

DISTRICT TRAFFIC ENGINEER DATE

HORIZONTAL SCALE

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

S

P e d

R Y

G

.d g n

D A

T E

NUMBER

REVISION

TRAFFIC SIGNAL CONSTRUCTION PLAN

20 40 FEET

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

CRESCENTVILLE ROAD TRAFFIC SIGNALS

LEGEND

SUPPORT NUMBER

MAST ARM/LENGTH/

SIGNAL HEAD/IDENTIFYING NUMBER

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

SIGN/IDENTIFYING LETTER

JUNCTION BOX/IDENTIFYING NUMBER

PHASE NUMBER

CONDUIT/SIZE

CONTROLLER

PROPOSED

25'

W/4"

A2

CURB RAMP

A

3"C

C-POST

D-POLE

PAVEMENT MARKING LINE/WIDTH

EXISTING

25'

W/4"

A2

A

3"C

TRANSIT SIGNAL PRIORITY DETECTOR

A EMERGENCY PREEMPTION DETECTOR

6-0 PHILADELPHIA 1002 SBS

A

A

A

CONFIRMATION BEACON

EMERGENCY PREEMPTION

LUMINAIRE

CITY OF PHILADELPHIA

PEDESTRIAN PUSH BUTTON/SIGN

IDENTIFYING NUMBER

VIDEO/RADAR DETECTION/

F1 F1

STUB POLE2

OF 6

ZONE OF DETECTION

F

E B

CRESCENTVILLE ROAD (SR 1002)

LUMINAIRE WITH POLE

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

S

SCOSCOSCO

W W

W

W

WW

G G

GG

WW

SCO

W

SCO

GG

WW

W

G

D

Y

H

WW

G

W S

SCO

SCO

61 62

GRAVEL

LP

TLP

LP

TLP

S

TLP

D Y

H

W

S

S

S

TLP

EM

CRESCENTVILLE ROAD

CRESCENTVILLE ROAD (SR 1002)

A D

A M

V

E N

U E

S

R

ADAMS RUN BOULEVARD

S.R. 1002 SEG 0050 OFF 0000

N

F R

O N

T

S T (1

N E

A R

E S T

S

IG

N

T

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

L E

G

R I

G H T

O F

W A

Y

L I

N E

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

HAMMOND AVE. (700')

NEAREST SIGNAL AT

MIDBLOCK PED CROSSING (445')

NEAREST SIGNAL AT

R

IS

IN

G

S

U N

V E (1

N E

A R E S T

S

IG

N

T

30 MPH

2.0% GRADE

30 MPH

-3.1% GRADE

P

H

G

A D E

P

H

G

A D

E

80'

EQUIP ALL SIGNALS WITH TUNNEL VISORS.

SIGNAL INDICATIONS

XX

COUNTDOWN

LED

16"x18"

12" LED

17,18,19,20

13,14,15,16, 8,10,11,13

2,3,5,6,7, CALL BEFORE YOU DIG!

PA ONE CALL SYSTEM TELEPHONE NUMBER.

DAYS IN DESIGN STAGE BEFORE YOU DIG CALL THE

NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS

1-800-242-1776

'x

'x

'x

'x

Y

R

G

FY

1,4,9

12" LED

Y

R

G

3-3"C

A

W (T

Y P

Y

R

G

12,21

12" LED

B

C D

A

B

C

D

"ADAMS AVENUE".

WALK MESSAGE ARE "CRESCENTVILLE ROAD" AND

THE STREET NAMES TO BE USED FOR THE SPEECH

NAME]. WALK SIGN IS ON TO CROSS [STREET NAME]."

SHALL BE THE SPEECH WALK MESSAGE "[STREET

5. AN AUDIBLE WALK INDICATION. THE WALK INDICATION

WHEN THE WALK INTERVAL IS NOT TIMING.

BE ACCOMPANIED BY THE SPEECH MESSAGE "WAIT"

4. ACTUATION OF THE PEDESTRIAN PUSHBUTTON SHALL

TO 12 FEET FROM THE PUSHBUTTON.

RESPONSIVE TO AMBIENT SOUND, AND AUDIBLE FROM 6

REPEAT AT 1 SECOND INTERVALS, SHALL BE INTENSITY

SHALL HAVE A DURATION OF 0.15 SECONDS AND

3. A PUSHBUTTON LOCATOR TONE. THE LOCATOR TONE

WALK INDICATION.

TO THE CROSSING AND WHICH VIBRATES DURING THE

2. A TACTILE DIRECTIONAL ARROW ALIGNED PARALLEL

INDICATOR AND TONE.

1. ADA COMPLIANT PUSHBUTTON WITH LATCHING LED

WITH THE FOLLOWING FEATURES:

VIBROTACTILE ACCESSIBLE PEDESTRIAN SIGNAL (APS)

SIGNAL TO BE EQUIPPED WITH TOUCHLESS,

ACCESSIBLE PEDESTRIAN SIGNAL NOTES:

W/6"

T

Y P

W

(TYP.)

8' C TO C

W/24"

DY/4"W/6"

W/6"

W/6"

W "W

B W

W/6"

W

BW/4"

D Y

D Y

DY/4"

3"C

T

Y P

250'

ADAMS AVENUE (SR 1002)/ADAMS RUN BOULEVARD

CRESCENTVILLE ROAD (SR 1002) &

M A

T C

H L

IN

A

W/ 6"

6'x40'

3"C

2" (L

U M

3" C

3"C

2"C(LUM)

3"C

B W

W

W

D Y

W

W

W

DY/4"

W

2"C(LUM)

3"C

2"C(LUM)

3"C

RETROFLECTIVE BACKPLATES.

EQUIP ALL OVERHEAD SIGNALS WITH

WITH VERTICAL LOUVERS.

SIGNAL HEADS 12 AND 21 TO BE EQUIPPED

2"C(LUM)

2-3"C

3"C

2"C(LUM)

3"C

CONTINUED ON SHEET 4 OF 6

MATERIALS LIST

3"C (TYP.)

8' C TO C

W/24" 3"C

MC1

MC2

MA2

MA1

MAST ARM 3

MR1

MR1

MAST ARM 4

LED ROADWAY LUMINAIREEA5

STREET LIGHTING

2" DIRECT BURIAL CONDUIT, PHILADELPHIA LF257

TRAFFIC SIGNALS

3" DIRECT BURIAL CONDUIT, PHILADELPHIA LF440

TYPE A

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, EA8

MARKINGS

6" WHITE HOT THERMOPLASTIC PAVEMENT LF1360

MARKINGS

24" WHITE HOT THERMOPLASTIC PAVEMENT LF1429

PAVEMENT MARKING REMOVALSF3574

MARKINGS

4" YELLOW HOT THERMOPLASTIC PAVEMENT LF787

STREET LIGHTING BRACKET ARM, 6 FEETEA5

STREET LIGHT POLE, 30'EA1

STREET LIGHT POLE, 30' FOUNDATIONEA1

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONSEA3

SECTIONS

VEHICULAR SIGNAL HEAD, THREE 12" EA11

AND ADVANCE DETECTION

VIDEO-RADAR DETECTION SYSTEM, PRESENCE EA1

SIGNS

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SF23

POST MOUNTED SIGNS, TYPE FSF11

POST MOUNTED SIGNS, TYPE BSF67

OPTICAL PREEMPTION SYSTEMEA1

MC2

MC1

STA 50+65.40

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 10.0' RT

STA 50+70.36

OFF 10.0' RT

STA 51+41.41

OFF 12.0' RT

STA 300+79.56

STA 301+50.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 20.4' LT

STA 301+50.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 30.9' LT

STA 301+50.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 10.7' LT

STA 301+30.50

OFF 21.7' LT

STA 301+30.50

OFF 21.7' LT

STA 300+92.20

12'

12'

OFF 30.5' RT

STA 300+88.85

OFF 11.3' RT

STA 301+50.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

8'-0"

WHITE HOT THERMOPLASTIC LEGEND, "ONLY", EA2

ARROW", 8'-0"

WHITE HOT THERMOPLASTIC LEGEND, "LEFT EA2

3"C

3"C

#6 AWG

END

STA 300+54.87

END

STA 52+15.38

BEGIN

STA 52+15.38

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

YIELD MARKINGS

24" 12"

36"

2"C(LUM)

SIGN

REMOVE

SIGN

REMOVE

SIGN

RESET

SIGN

RESET

RESET POST MOUNTED SIGNS, TYPE BEA2

RESET POST MOUNTED SIGNS, TYPE FEA2

REMOVE POST MOUNTED SIGNS, TYPE BEA2

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC SIGNAL PLAN

PHILADELPHIA

PHILADELPHIA

INTERSECTION:

MUNICIPALITY:

COUNTY:

REVIEWED:

RECOMMENDED:

SYSTEM FILE #FILE #

MUNICIPAL OFFICIAL DATE

DISTRICT TRAFFIC ENGINEER DATE

HORIZONTAL SCALE

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

S

A d a m s .d g n

D A

T E

NUMBER

REVISION

TRAFFIC SIGNAL CONSTRUCTION PLAN

20 40 FEET

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

CRESCENTVILLE ROAD TRAFFIC SIGNALS

LEGEND

SUPPORT NUMBER

MAST ARM/LENGTH/

SIGNAL HEAD/IDENTIFYING NUMBER

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

SIGN/IDENTIFYING LETTER

JUNCTION BOX/IDENTIFYING NUMBER

PHASE NUMBER

CONDUIT/SIZE

CONTROLLER

PROPOSED

25'

W/4"

A2

CURB RAMP

A

3"C

C-POST

D-POLE

PAVEMENT MARKING LINE/WIDTH

EXISTING

25'

W/4"

A2

A

3"C

TRANSIT SIGNAL PRIORITY DETECTOR

A EMERGENCY PREEMPTION DETECTOR

6-0 PHILADELPHIA 1002 SBS

A

A

A

CONFIRMATION BEACON

EMERGENCY PREEMPTION

LUMINAIRE

CITY OF PHILADELPHIA

PEDESTRIAN PUSH BUTTON/SIGN

IDENTIFYING NUMBER

VIDEO/RADAR DETECTION/

F1 F1

STUB POLE2

OF 6

ZONE OF DETECTION

F

E B

LUMINAIRE WITH POLE

A

F1

F2

J

D

D

E

F E

F

F

F F

F

A

B

I

G

I

H

H

K

L

M

F3

F3

OA2

OC1

OC2

OA1

L

45'

35'

56 5755

W W

S

W

S

S

D

Y

H

DESCRIPTION

DESIGNATIONS

SERIES

SYMBOL

PLAN

WxH

SIZE

A

B

R10-12 LEFT TURN YIELD ON FLASHING YELLOW ARROW

RIGHT LANE MUST TURN RIGHT

30"x36"

30"x30"

SIGNS

QTY

R3-7R

D NO PEDESTRIAN CROSSING 18"x18" 2R9-3

E PUSH OR WAVE AT BUTTON FOR MAN (LEFT ARROW) 9"x15" 2

MODIFIED

R10-3

C R3-7L LEFT LANE MUST TURN LEFT 30"x30" 1

F PUSH OR WAVE AT BUTTON FOR MAN (RIGHT ARROW) 9"x15" 6

MODIFIED

R10-3

CRESCENTVILLE ROAD (SR 1002) &

ADAMS AVENUE (SR 1002)/ADAMS RUN BOULEVARD

M A

T C

H L

IN

A

G R1-2 YIELD 36"X36" 1

H W11-2 PEDESTRIAN (FLOURESCENT YELLOW GREEN) 30"X30" 2

I W16-7P

(FLOURESCENT YELLOW GREEN)

DIAGONAL DOWNWARD POINTING ARROW PLAQUE

24"X12" 2

J R3-8B LANE USE CONTROL (THREE LANES, L-T-R) 48"X30" 1

K R10-6AL STOP HERE ON RED, (LEFT) 24"X30" 1

L R10-11 NO TURN ON RED 30"X36" 2

M R10-10R RIGHT TURN SIGNAL 30"X36" 1

CRESCENTVILLE ROAD (SR 1002)

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

18"

N

ARTERIALS N

14" 20"

SIGN "MC2"

6000 6300

48"

48"

N

ARTERIALN S

14" 20"

6300 6000

SIGN "MC1"

18" Rd

Rd

Crescentville

Crescentville

(SIGNS NOT TO SCALE)

18"

E

ARTERIALE

14" 20"

SIGN "MA2"

48"

48"

E

ARTERIAL E

14" 20"

SIGN "MA1"

18" Av

Av

Adams

Adams

Adams Av E

5'-6"

2'-0"

Adams Av E

5'-6"

2'-0"

N

2'-0"

Crescentville Rd

60006300

N

2'-0"

Crescentville Rd

63006000

SIGN "OC2"

SIGN "OC1"

SIGN "OA1" SIGN "OA2"

MC1 SPECIAL METRO SIGN - "CRESCENTVILLE RD ARTERIAL" 48"X18" 2

MC2 METRO SIGN - "CRESCENTVILLE RD ARTERIAL" 2

MA1 METRO SIGN - "ADAMS AV ARTERIAL" 1

MA2 METRO SIGN - "ADAMS AV ARTERIAL" 1

OC1 OVERHEAD SIGN - "CRESCENTVILLE RD" 96"X24" 1

OC2 OVERHEAD SIGN - "CRESCENTVILLE RD" 1

OA1 OVERHEAD SIGN - "ADAMS AV" 66"X24" 1

OA2 OVERHEAD SIGN - "ADAMS AV" 1

SPECIAL

SPECIAL

SPECIAL

SPECIAL

SPECIAL

SPECIAL

SPECIAL

48"X18"

48"X18"

48"X18"

96"X24"

66"X24"

DY/4"

W/4"

W/4"

W/4"

DEW/4"

W/4"

W/4"

DEW/4"

W/4"

DY/4"

W/4"

W/4"

DY/4"

MATERIALS LIST

SIGN "E" SIGN "F"

12"

14" 20"

SIGN "MR1"

48"

BlvdAdams Run

METRO SIGN - "ADAMS RUN BLVD" 48"X12" 2SPECIALMR1

STREET LIGHTING WIRING, #6 AWG GROUNDLF305

18"X48"

FURNISH & INSTALL METRO STREET NAME SIGN EA6

OVERHEAD STREET NAME SIGNSF54

12"X48"

FURNISH & INSTALL METRO STREET NAME SIGN EA2

TRAFFIC SIGNAL CABLE, 30 CONDUCTORLF632

ASPHALT

CONDUIT TRENCHING AND RESTORATION, LF196

COMPOSITE JUNCTION BOX, 17"X30"X18" DEEPEA3

LID X 18" DEEP

CIRCULAR COMPOSITE JUNCTION BOX 39" DIA EA1

TRAFFIC C-POST, 20'EA9

TRAFFIC SIGNAL SUPPORT, 25' MAST ARMEA1

LESS)

STANDARD FOUNDATION, TYPE 1 (35' OR EA3

TRAFFIC SIGNAL CABLE, 5 CONDUCTORLF654

ELECTRICAL SERVICE WIRE - #6 AWGLF44

CABINET

TRAFFIC CONTROLLER ASSEMBLY, ATC, 352 EA1

REMOVE FOUNDATIONEA4

TRAFFIC SIGNAL SUPPORT, 35' MAST ARMEA2

TRAFFIC SIGNAL SUPPORT, 45' MAST ARMEA1

TRAFFIC SIGNAL CABLE, 7 CONDUCTORLF89

STATION

ACCESSIBLE PEDESTRIAN SYSTEM, PEDESTRIAN EA8

OFF 10.7' RT

STA 55+00.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

STA 55+00.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

OFF 10.5' LT

STA 55+00.00

PAVEMENT MARKINGS AT

TIE INTO EXISTING

STANDARD FOUNDATION, TYPE 2 (40' TO 45')EA1

AERIAL ELECTRICAL SERVICE CONNECTIONEA2

W/4"

GROUND

STREET LIGHTING WIRING, 12-2 UF WITH LF200

STREET LIGHTING WIRING, #4 AWGLF610

INTERSECTION

REMOVE TRAFFIC SIGNAL EQUIPMENT PER EA1

CONTINUED ON SHEET 5 OF 6

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC SIGNAL PLAN

PHILADELPHIA

PHILADELPHIA

INTERSECTION:

MUNICIPALITY:

COUNTY:

REVIEWED:

RECOMMENDED:

SYSTEM FILE #FILE #

MUNICIPAL OFFICIAL DATE

DISTRICT TRAFFIC ENGINEER DATE

HORIZONTAL SCALE

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

S

A d a m s .d g n

D A

T E

NUMBER

REVISION

TRAFFIC SIGNAL CONSTRUCTION PLAN

20 40 FEET

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

CRESCENTVILLE ROAD TRAFFIC SIGNALS

LEGEND

SUPPORT NUMBER

MAST ARM/LENGTH/

SIGNAL HEAD/IDENTIFYING NUMBER

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

SIGN/IDENTIFYING LETTER

JUNCTION BOX/IDENTIFYING NUMBER

PHASE NUMBER

CONDUIT/SIZE

CONTROLLER

PROPOSED

25'

W/4"

A2

CURB RAMP

A

3"C

C-POST

D-POLE

PAVEMENT MARKING LINE/WIDTH

EXISTING

25'

W/4"

A2

A

3"C

TRANSIT SIGNAL PRIORITY DETECTOR

A EMERGENCY PREEMPTION DETECTOR

6-0 PHILADELPHIA 1002 SBS

A

A

A

CONFIRMATION BEACON

EMERGENCY PREEMPTION

LUMINAIRE

CITY OF PHILADELPHIA

PEDESTRIAN PUSH BUTTON/SIGN

IDENTIFYING NUMBER

VIDEO/RADAR DETECTION/

F1 F1

STUB POLE2

OF 6

ZONE OF DETECTION

J A

N

LUMINAIRE WITH POLE

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

C

PHASE

PHASE

SIGNAL

INTERVAL

2+6 4+8

MOVEMENT, SEQUENCE, AND TIMING DIAGRAM

Y RGG

GG

Y RGG

R R R R

4 5 6 7 12 13 14 15

R R R R

2,3

5,6

7,8,13

10,11

14,15

Y RY R R R R RR R R R

M FH H H H H H H

Y RGGR R R R

P2

P8 HHFHMHHHH

FIXED

WEEKLY PROGRAM CHART

EVENT DAY* TIME OFFSET** PROGRAM

1-7 00001

CYCLE

90 MAX 1

2+6 CRESCENTVILLE ROAD.

** OFFSETS REFERENCED TO BEGIN OF YELLOW FOR PHASE

* DAY 1 = SUNDAY

1+6

R

G

1 2 3

R R R

Y R

H H

R R R

HHH

Y RFY R R R R1,41 Y RG

RR

H

MINIMUM

PROGRAM 1 MAX

PROGRAM 2 MAX

MEMORY

PED

3.52.5 4 3 4 3

NL MN NL

97117

2-6 15002 110 MAX 20

2-6 19003 90 MAX 10

EMERGENCY PRE-EMPTION NOTES:

EMERGENCY PRE-EMPTION PHASING

ADJUSTED TO ACHIEVE MAXIMUM OPERATION.

LOCATION OF EMERGENCY VEHICLE DETECTORS ARE TO BE FIELD

PRE-EMPTION SHALL BE A "FIRST COME, FIRST SERVE" OPERATION.

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

FOLLOW.

RETURNING TO NORMAL OPERATIONS, PHASE 2+6 INTERVAL 4 SHALL

UPON COMPLETION OF PRE-EMPTION PHASE 2, 6, 4, OR 8, IN

SECONDS.

ALL PRE-EMPTION PHASES SHALL HAVE A MAXIMUM LIMT OF 60

BEFORE PROCEEDING TO THE NEXT PRE-EMPTION PHASE.

EMPTION, THE ORIGINAL PRE-EMPTION PHASE SHALL TIME OUT

IF ADDITIONAL PRE-EMPTION PHASES ARE ACTIVATED WHILE IN PRE-

FLASHING, ALL SIGNALS SHALL REMAIN FLASHING.

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

PRE-EMPTION PHASE.

APPROPRIATE SELECTIVE CLEARANCES BEFORE PROCEEDING TO THE

"FLASHING HAND" INDICATION IN ITS ENTIRETY, FOLLOWED BY THE

MAN INTERVAL SHALL TERMINATE IMMEDIATELY FOLLOWED BY THE

AND THE SIGNAL IS PRE-EMPTED DURING THE "MAN" INTERVAL, THE

IF THE SIGNAL HAS BEEN ACTUATED BY A PEDESTRIAN PUSH BUTTON

APPROACHING EMERGENCY VEHICLE.

INTERVAL OF THE PRE-EMPTION PHASE GOVERNED BY THE

OUT ALL YELLOW AND RED INDICATIONS, FOLLOWED BY THE GREEN

THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE, SHALL TIME

AND FOR THE DURATION OF SIGNAL PRE-EMPTION.

SHALL REMAIN FLASHING YELLOW ARROW DURING THE ENTRY ROUTINE

INDICATIONS FOR THE PHASE OPPOSITE THE PRE-EMPTED PHASE

DURATION OF SIGNAL PRE-EMPTION. ANY FLASHING YELLOW ARROW

DURING THE ENTRY ROUTINE FOLLOWED BY GREEN ARROW FOR THE

FOR THE PRE-EMPTED PHASE SHALL REMAIN FLASHING YELLOW ARROW

EMERGENCY VEHICLE. ANY FLASHING YELLOW ARROW INDICATIONS

MAY REMAIN GREEN (1+6,3+8,2,4) WHEN GOVERNED BY APPROACHING

FOLLOW. ONLY THOSE PHASES NOT POSING YELLOW TRAP CONDITION

THEN THE GREEN INTERVAL FOR THE PRE-EMPTION PHASE SHALL

COMPLETE YELLOW AND RED CLEARANCE INTERVALS, ACCORDINGLY.

TERMINATE ALL GREEN INDICATIONS IMMEDIATELY, FOLLOWED BY THE

THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE, SHALL

INTERSECTION FOR THE APPROPRIATE APPROACH.

SHALL FLASH WHEN THE EMERGENCY VEHICLE HAS CONTROL OF THE

BEACON SHALL CONSIST OF A FLASHING WHITE FLOOD LIGHT, AND

DEVICE FOR EACH DIRECTION OF OPERATION. THIS EMERGENCY

APPROACHES OF CRESCENTVILLE ROAD (SR 1002) WITH A FAIL SAFE

1002)/ADAMS RUN BOULEVARD AND THE NORTHBOUND AND SOUTHBOUND

EASTBOUND AND WESTBOUND APPROACHES OF ADAMS AVENUE (SR

CONTROLLER TO BE EQUIPPED WITH EMERGENCY PRE-EMPTION FOR

F L

A S

H

R

R

OFF

OFF

OFF

FY

3+8

8 9 10

93 OFF

G YY

YG Y RFY FYR R R RR R R

HH

R R

RR

R R

R R

3.52.5

NL

G IF FOLLOWED BY 2+6

P4 HHFHMHHHHHHH OFF

16,17

18,19

RR

R

H

R

R

R

G

G

H

R

R

R

R

H H H H

M

FOR DURATION OF PRE-EMPTION

EMERGENCY PRE-EMPTION PHASING

G WHEN RETURNING TO NORMAL OPERATIONSa

FY WHEN RETURNING TO NORMAL OPERATIONSb

R

CRESCENTVILLE ROAD (SR 1002) &

ADAMS AVENUE (SR 1002)/ADAMS RUN BOULEVARD

PHASE

PHASE

SIGNAL

INTERVAL

G

Y RG

22 23 28 29

R R R

Y R RR R R

R RRR R R G

24 25 26

R R R

Y R

2 6 4

FIXED

S E

L E

C T

IV

E

C L

E A

R A

N C

E S

S E

L E

C T

IV

E

C L

E A

R A

N C

E S

S E

L E

C T

IV

E

C L

E A

R A

N C

E Sa a a a

H H H H HH H H H

2,3

4,5,6

7,8

10,11

13,14

P2

P8

P 12,21

P 19,20

R R R RRYG

R R R

R R R R R R R RR

H H H

H H H

H H H

H H H

H H H

H H H

4 3 3.52.5 4 3

15,16

17,18P4 H H H H H H H H H

FY Y

RRRRRR RYFY

30 33

R RR

31 32

R R R

Y RG

S E

L E

C T

IV

E

C L

E A

R A

N C

E S

H H H

R R R

R RR

H H H

H H H

G GGG

3.52.5

H H H

RYG

PHASE

PHASE

SIGNAL

INTERVAL

FIXED

MINIMUM

MAX 1

MAX 2

MEMORY

PED

P 12,22

P

R

16 17 18 19

Y FR

MN

3 3

P FHMHH20,21

F L

A S

H

Y

OFF

H

PEDESTRIAN PHASE

TO NOT OCCUR MORE THAN ONCE PER CYCLE.

UPON PEDESTRIAN ACTUATION ONLY. PHASE P

G

H

PASSAGE 3 3 3

H UNTIL ACTUATED.

ALL PEDESTRIAN SIGNALS ARE TO REST IN

R

R

1-3"COND.

-3

C

O N

D

C O

N D

C O

N D

4 1

5C

5C 5

E*

C

F

-3

C

O N

D

A*

E

A

C

C

A

5C

E

F*

B

5C

C O

N D

C O

N D

C

L U

R V I

C E

C

G

A

E , 1

C O

N D

C

G

A

C O

N D

C O

N D

L U

M

S

E R

V I

C E

A

E F

C

G

C

O N

D

1-3"COND.

1-2"COND.

1 SIGNAL HEADSIGNAL SUPPORT1

2 JUNCTION BOX UTILITY POLE

BUTTON

PEDESTRIAN PUSH

PRE-EMPTION DETECTOR

INCIDENTAL TO

E*

F1 F*

A*

PEDESTRIAN SIGNAL

INCIDENTAL TO AUDIBLE

DETECTOR

VIDEO/RADAR

VIDEO DETECTOR

INCIDENTAL TO VIDEO/RADAR

LUM SERVICE

30C(R),A*,2-E*,F*, F

,L U

M S

E R

V I C

E

C

R

,A

,2

E

E

A

F

C

C

R

C

G

A E

R I

R V I

C E

F I

B E

R

1-2"COND.

LUM SERVICE

2-E*,3-A*,F*

2-30C(G), A

(TYP.)

17"x30"x18" JB

1-2"COND.

1-3"COND.

C*,LUM SERVICE

4-E*,8-A*,F*, 1-30C(G), A

S E

R V I

C E

L U

M

CONTROLLER ASSEMBLY

JB

39" ROUND

O- SIGNAL CABLE SHALL BE WRAPPED IN ORANGE TAPE.

Y- SIGNAL CABLE SHALL BE WRAPPED IN YELLOW TAPE.

G- SIGNAL CABLE SHALL BE WRAPPED IN GREEN TAPE.

R- SIGNAL CABLE SHALL BE WRAPPED IN RED TAPE.

B- SIGNAL CABLE SHALL BE WRAPPED IN BLUE TAPE.

SUPPORT.

1. ALL CABLES TO BE SPLICED IN THE BASE OF SIGNAL

NOTE:

F3

C

C

C

S E

R V I

C E

L U

M

A

C

C

C

A

E*

A

7C

5C

SERVICE

LUM

C7

C

F1

E* B

5C

C

O N

D

C

O N

D

F*

E*

7C

C

D

C

C

S E

R V

I C

E L

U M

A E R I

A L

S E R

V I C E

F L

U M

S E R

V I C E

C R E

C

D

F2

1-3"COND.

A*

A*

C

#62856

PECO POLE

C

O N

D

A

C

G

C O

N D

C

G

A

C

O N

D

C G

C O

N D

C

G

C O

N D

L U

M

S

E R

V I

C E

LUM SERVICE

1-2"COND.13

S E

R V

I C

E L

U M

FH H H

3 3 3

2 G IF FOLLOWED BY 4+8

3 M IF FOLLOWED BY 4+8

1 1

H UNTIL ACTUATED.

ALL PEDESTRIAN SIGNALS ARE TO REST IN

A*

A

A

C O

N D

A

A

FIBER

SERVICE,

AERIAL

G G G G G G G G G

FR FR

b b

LUMINAIRE

C1 CCTV CAMERA

C1

C

C*

CCTV CAMERA

INCIDENTAL TO

CONDUIT TRENCHING, CONCRETELF42

UNPAVED

CONDUIT TRENCHING AND RESTORATION, LF200

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC SIGNAL PLAN

MATERIALS LIST

PHILADELPHIA

PHILADELPHIA

INTERSECTION:

MUNICIPALITY:

COUNTY:

REVIEWED:

RECOMMENDED:

SYSTEM FILE #FILE #

MUNICIPAL OFFICIAL DATE

DISTRICT TRAFFIC ENGINEER DATE

HORIZONTAL SCALE

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

S

A d a m s .d g n

D A

T E

NUMBER

REVISION

TRAFFIC SIGNAL CONSTRUCTION PLAN

20 40 FEET

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

CRESCENTVILLE ROAD TRAFFIC SIGNALS

LEGEND

SUPPORT NUMBER

MAST ARM/LENGTH/

SIGNAL HEAD/IDENTIFYING NUMBER

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

SIGN/IDENTIFYING LETTER

JUNCTION BOX/IDENTIFYING NUMBER

PHASE NUMBER

CONDUIT/SIZE

CONTROLLER

PROPOSED

25'

W/4"

A2

CURB RAMP

A

3"C

C-POST

D-POLE

PAVEMENT MARKING LINE/WIDTH

EXISTING

25'

W/4"

A2

A

3"C

TRANSIT SIGNAL PRIORITY DETECTOR

A EMERGENCY PREEMPTION DETECTOR

6-0 PHILADELPHIA 1002 SBS

A

A

A

CONFIRMATION BEACON

EMERGENCY PREEMPTION

LUMINAIRE

CITY OF PHILADELPHIA

PEDESTRIAN PUSH BUTTON/SIGN

IDENTIFYING NUMBER

VIDEO/RADAR DETECTION/

F1 F1

STUB POLE2

OF 6

ZONE OF DETECTION

J A

N

LUMINAIRE WITH POLE

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

SPOTTING MEETING.

STREET LIGHT POLE FOUNDATIONS FOR POLE

DIVISION TWO WEEKS PRIOR TO POURING

13. CONTACT CITY OF PHILADELPHIA LIGHTING

PATRICE.NUBLE@PHILA.GOV).

(KEVIN.MCGINLEY@PHILA.GOV AND

LIGHTING DIVISION IMMEDIATELY

CONTACT PECO AND THE CITY OF PHILADELPHIA

RESPONSIBLE FOR REPAIR/REPLACEMENT.

CONSTRUCTION, THEN THE PROJECT IS

ANY INFRASTRUCTURE IS DAMAGED DURING

INFRASTRUCTURE DURING CONSTRUCTION. IF

PROTECT ALL STREET LIGHTING 12.

IMMEDIATELY.

PHILADELPHIA LIGHTING DIVISION

RECONSTRUCTED. CONTACT CITY OF

RESPECTIVE FOUNDATION IS TO BE

INCH REVEAL CANNOT BE MAINTAINED, THEN

BE MAINTAINED AT FINAL GRADE. IF THE 2-

THEN A 2-INCH REVEAL FOR FOUNDATIONS MUST

IF THERE ARE ANY SIDEWALK MODIFICATIONS, 11.

30FT POLE AND PECO-APPROVED TAPS.

INCH BOLT CIRCLE ANCHOR BASE, STANDARD

FOR FOUNDATION FOR A 30FT POLE WITH 15-

SEE SL0515, SL0501, SL0202, AND SL0203 10.

DETAILS.

D-POLE, D-POLE FOUNDATION, AND D-POLE TAP

SEE TE0201, TE0202, AND TE0703 FOR 3OFT 9.

BRACKET.

DEPARTMENT DETAIL #SL0204 FOR 6FT

SEE CITY OF PHILADELPHIA STREETS 8.

OPERATION OF SAME.

SCHEDULE AN INSPECTION FOR PROPER

DIVISION ONCE WORK IS COMPLETE TO

CONTACT CITY OF PHILADELPHIA LIGHTING 7.

AND SUBMITTAL PROCESS.

STREET LIGHTING MATERIAL VIA STANDARD RFI

AND APPROVED PRIOR TO INSTALLATION OF

SPECIFICATION SHEETS SHALL BE SUBMITTED 6.

USED.

LUMINAIRE, PHOTOCONTROL AND BRACKET TO BE

CONSTRUCTION FOR MODEL NUMBER OF

PATRICE.NUBLE@PHILA.GOV) DURING

DIVISION (KEVIN.MCGINLEY@PHILA.GOV AND

CONTACT CITY OF PHILADELPHIA LIGHTING 5.

LUMINAIRE.

THE BASE OF EACH TRAFFIC POLE WITH A

USE IN-LINE FUSE HOLDER WITH 10A FUSES AT

GROUND. DO NOT SPLICE IN JUNCTION BOXES.

BE UTILIZED IS (3) #4 AWG WITH (1) #6 AWG

CITY STANDARD STREET LIGHTING WIRING TO 4.

SOLE PECO-APPROVED POWER SOURCE.

LUMINAIRE. LIGHTING IS TO BE FED VIA ONE

ROUTE TO EACH TRAFFIC STRUCTURE WITH A

CONDUIT IS TO BEGIN AT POWER SOURCE AND 3.

SIGNAL WIRING. THE TRENCH CAN BE SHARED.

BE SEPARATE FROM CONDUIT FOR TRAFFIC

CONDUIT FOR STREET LIGHTING WIRING IS TO

INTERSECTION FOR STREET LIGHT WIRING.

ROUTE 2-INCH CONDUIT AROUND THE 2.

DIVISION.

THE CITY OF PHILADELPHIA LIGHTING

INFRASTRUCTURE WITH A COPY PROVIDED TO

AND SUBMITTED FOR ANY NEW STREET LIGHTING

A PECO S&M APPLICATION MUST BE INITIATED 1.

LIGHTING NOTES:

ADAMS AVENUE (SR 1002)/ADAMS RUN BOULEVARD

CRESCENTVILLE ROAD (SR 1002) &

BOLT.

BE INSTALLED ON AN ADDITIONAL 3RD CENTER

SIGNS 30-INCHES OR GREATER IN HEIGHT TO 14.

(julio.guzman@phila.gov) FOR APPROVAL.

PHILADELPHIA TRAFFIC ENGINEERING UNIT

SUBMIT SHOP DRAWINGS TO CITY OF 13.

TC-8702B JUNE 13, 2013

TC-8701SJUNE 13, 2013

TC-8600JUNE 13, 2013

ON THE FOLLOWING STANDARD DRAWINGS:

DETAILS, OTHER THAN THOSE INDICATED, ARE 12.

THE PROJECT LIMITS.

SEE CONSTRUCTION PLAN FOR UTILITIES IN 11.

PARKING REGULATION SIGNS AS INDICATED.

FOR DETAILS TO FABRICATE ALL PROPOSED

COORDINATE WITH THE CITY OF PHILADELPHIA 10.

REPRESENTATIVE, PRIOR TO APPLICATION.

MARKINGS TO THE SPECIFICATION OF THE

FIELD CHECK AND LOCATE ALL PAVEMENT 9.

TO FIT FIELD CONDITIONS.

SIGN LOCATIONS MAY BE ADJUSTED SLIGHTLY 8.

INDICATED.

APPLY ALL PAVEMENT MARKINGS AT THE WIDTH 7.

MARKINGS.

INSTALLATION OF THE NEW PAVEMENT

FOREIGN MATERIALS INCIDENTAL TO THE

REMOVAL OF DEBRIS, GRAVEL, DIRT OR OTHER

ADHESION. CONSIDER ANY SWEEPING OR

PREPARE THE PAVEMENT SURFACE FOR PROPER 6.

(PHONE: 1-800-242-1776).

THE PENNSYLVANIA ONE CALL SYSTEM, INC. 5.

EXCAVATION, THE CONTRACTOR MUST CONTACT

THREE (3) WORKING DAYS PRIOR TO 4.

LEGAL RIGHT-OF-WAY.

ALL WORK IS TO BE COMPLETED WITHIN THE 3.

POLICE CALL BOX.

ANY FIRE HYDRANT, FIRE CALL BOX, OR

DO NOT INTERFERE WITH THE OPERATION OF 2.

CORRECTED AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR'S PERFORMANCE OF WORK WILL BE

EXISTING ITS DEVICES CAUSED BY THE

ANY DAMAGE TO ROADWAY, STRUCTURES, AND 1.

SIGNING AND PAVEMENT MARKING NOTES:

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC SIGNAL PLAN

MATERIALS LIST

PHILADELPHIA

PHILADELPHIA

INTERSECTION:

MUNICIPALITY:

COUNTY:

REVIEWED:

RECOMMENDED:

SYSTEM FILE #FILE #

MUNICIPAL OFFICIAL DATE

DISTRICT TRAFFIC ENGINEER DATE

HORIZONTAL SCALE

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

S

A d a m s .d g n

D A

T E

NUMBER

REVISION

TRAFFIC SIGNAL CONSTRUCTION PLAN

20 40 FEET

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

CRESCENTVILLE ROAD TRAFFIC SIGNALS

LEGEND

SUPPORT NUMBER

MAST ARM/LENGTH/

SIGNAL HEAD/IDENTIFYING NUMBER

IDENTIFYING NUMBER

PEDESTRIAN SIGNAL HEAD/

SIGN/IDENTIFYING LETTER

JUNCTION BOX/IDENTIFYING NUMBER

PHASE NUMBER

CONDUIT/SIZE

CONTROLLER

PROPOSED

25'

W/4"

A2

CURB RAMP

A

3"C

C-POST

D-POLE

PAVEMENT MARKING LINE/WIDTH

EXISTING

25'

W/4"

A2

A

3"C

TRANSIT SIGNAL PRIORITY DETECTOR

A EMERGENCY PREEMPTION DETECTOR

6-0 PHILADELPHIA 1002 SBS

A

A

A

CONFIRMATION BEACON

EMERGENCY PREEMPTION

LUMINAIRE

CITY OF PHILADELPHIA

PEDESTRIAN PUSH BUTTON/SIGN

IDENTIFYING NUMBER

VIDEO/RADAR DETECTION/

F1 F1

STUB POLE2

OF 6

ZONE OF DETECTION

J A

N

LUMINAIRE WITH POLE

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS