GLG_Scranton_TSCP_231020_signed_DTE.pdf

PDF 4 MB Posted Mar 14, 2024

Attached to: Traffic Signal Replacements
Solicitation number: 2024-ITB-005
Issued by: Lackawanna County, Pennsylvania

About this file

Written by GovTribe AI · May 11, 2025

This document is a Traffic Signal Construction Plan for the City of Scranton in Lackawanna County, Pennsylvania, prepared by Michael Baker International as part of the Green Light-Go Traffic Signal Improvements project. The plan covers multiple intersections including Cedar Avenue, Elm Street, Maple Street, Wyoming Avenue, and Green Ridge Street, detailing comprehensive traffic signal upgrades involving new signal heads, pedestrian signals, conduit installation, electrical work, pavement markings, and related infrastructure improvements. The project involves installing new traffic signal supports, mast arms, signal heads, pedestrian push buttons with countdown timers, video detection systems, emergency vehicle preemption equipment, and associated signage across multiple intersections.

The construction plan includes detailed technical specifications for electrical distribution, signal timing, emergency preemption sequences, and wiring diagrams. The project involves directional boring, conduit installation, junction box placement, and signal cable routing. Specific quantities are documented for items such as pedestrian push buttons, video detectors, signal cables, conduit lengths, and pavement markings. The plan incorporates standard PennDOT specifications and follows guidelines for traffic control, signal design, and installation, with particular attention to emergency vehicle preemption protocols and interconnect communication systems. The technical drawings provide comprehensive engineering details for contractors, including precise measurements, location specifics, and installation requirements for each intersection's traffic signal infrastructure.

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File	Type	Posted
Traffic_Signal_Replacements.pdf	PDF	Mar 15, 2024
2024-03-01_Scranton_GLG_Bid_Form_-_Copy.pdf	PDF	Mar 14, 2024
2024-03-01_Scranton_GLG_Traffic_Signals_Front_End_&_Specs.pdf	PDF	Mar 14, 2024

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TITLE SHEET

GENERAL NOTES AND UTILITIES

DESCRIPTION SHEET NO.

PLAN SHEETS

COUNTY MAJOR STREET MINOR STREET SHEET NO.

TABULATION OF INTERSECTIONS SHEET INDEX

LIST OF MUNICIPALITIES

TABULATION OF OVERALL LENGTH

TABULATION OF CONSTRUCTION LENGTH

NONE

EQUALITIES

SCALE IN MILESLEGEND

ROUTE

US/PA TRAFFIC

ROUTE

OTHER STATE

PRIVATE DRIVEWAY

SHEET NUMBER

GENERAL PLAN

NO.

INTERSECTION

5 INTERSECTION NO.

INDEX MAP

WORK AREA

INDEX MAP AND SHEET INDEX

STREAM/RIVER BOUNDARY

CITY/BOROUGH/TOWNSHIP ROAD

MUNICIPAL BOUNDARIES

LACKAWANNA

CITY

SCRANTON SR 0011 (CEDAR AVENUE) EAST ELM STREET

LACKAWANNA SCRANTON SR 0011 (CEDAR AVENUE) MAPLE STREET

0.1 0.2

SR 0011 SEGMENT 0160 OFFSET 0538 TO SEGMENT 0160 OFFSET 1539 = 1001 FT = 0.19 MI

TRAFFIC SIGNAL CONSTRUCTION PLAN

INDEX MAP AND SHEET INDEX

SR 0011 SEGMENT 0160 OFFSET 1089 TO SEGMENT 0160 OFFSET 1389 = 300 FT = 0.05 MI

SR 0011 SEGMENT 0160 OFFSET 0688 TO SEGMENT 0160 OFFSET 0988 = 300 FT = 0.05 MI

LIMIT OF WORK

1 2

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0160 OFFSET 0538

SR 0011 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0160 OFFSET 1539

SR 0011 SECTION GLG

LIMIT OF WORK

-4 6

7 9

4-13

(570) 348-4123 EXT. 4252

SHERRY FRABLE

SCRANTON, PA 18503

340 N WASHINGTON AVENUE

CITY OF SCRANTON

WYOMING AVE

SR 3025

S R

G R

E E

R I

D G

S T

-LACKAWANNA SCRANTON 10 133 SR 3025 (WYOMING AVENUE) SR 6011 (GREEN RIDGE ST)

SCALE IN MILES

INDEX MAP

0.1 0.20

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0260 OFFSET 0624

STA 969+08

SR 6011 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0260 OFFSET 0199

STA 964+76

SR 6011 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0260 OFFSET 0272

SR 6011 SECTION GLG

SR 6011 SEGMENT 0260 OFFSET 0199 TO SEGMENT 0260 OFFSET 0624 = 425 FT = 0.08 MI

LIMIT OF WORK / STOP WORK

LIMIT OF WORK / START WORK

LIMIT OF WORK / STOP WORK

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0050 OFFSET 0500

SR 3025 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0050 OFFSET 0690

SR 3025 SECTION GLG

SR 3025 SEGMENT 0050 OFFSET 0500 TO SEGMENT 0050 OFFSET 0690 = 190 FT = 0.04 MI

C O

ONWEALTH

O F

E N

N SYLVA

N I

REGISTERED

PE071345

ENGINEER

CHRISTOPHER WILLIAM MAY

P r o j e c t s

P a d o t

E r e e n

L i g h t o

W k

O d e r s

W O c r a n t o n

P l a n s

G r a p h i c s d e t a i l s

E r a n t w n s h i p I n d e x d g n

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

DATE REVISED:

SHEET OF

IRON FURNACES

SCRANTON

PITTSTON AV

SR 3023

CEDAR AV

LACKAWANNA RIVER

SR 0011

B I

R C

S R

M A

SR 3023

CEDAR AV

PROFESSIONAL

PENNSYLVANIA

DISTRICT

DISTRICT OFFICE

PROJECT LOCATION

PROJECT LOCATION MAP

(NOT TO SCALE)

LEGEND

HARRISBURG

LEBANON

D A U P H

TRAFFIC SIGNAL CONSTRUCTION PLAN

GENERAL NOTES AND UTILITIES

TU G

LIST OF PUBLIC UTILITIES

UTILITY NOTES

DLHAUPT@PPLWEB.COM

DOUG HAUPT

NORTHUMBERLAND, PA 17857

434 SUSQUEHANNA TRAIL

PPL ELECTRIC UTILITIES CORP.

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBERS:

WWW.PAONECALL.ORG.

COORDINATE YOUR PROJECTS VIA COORDINATE PA AT

DAYS PRIOR TO THE START OF EXCAVATION.

BUSINESS DAYS NOR MORE THAN 10 BUSINESS

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS THAN 3

SERIAL NO. 20221584733 - SR 0011 (CEDAR AVENUE) & MAPLE STREET

SERIAL NO. 20221584728 - SR 0011 (CEDAR AVENUE) & EAST ELM STREET

DEBORAH.D.DELIA@VERIZON.COM

DEBORAH BARUM

PITTSBURGH, PA 15221

1025 HAY ST

VERIZON PENNSYLVANIA LLC

MARK.BALOH@AMWATER.COM

MARK BALOH

SCRANTON, PA 18507

2699 STAFFORD AVE

PENNSYLVANIA AMERICAN WATER

JEREMY.HULL@AMWATER.COM

JEREMY HULL

SCRANTON, PA 18505

2500 SANITARY DR

PENNSYLVANIA AMERICAN WATER

MICHAEL.NAVICH@FTR.COM

MICHAEL NAVICH

WILKES BARRE, PA 18702

300 E LAIRD ST

FRONTIER COMMUNICATIONS OF PA, INC.

ANIXON@UGI.COM

ATTN: AMANDA NIXON

WILKES BARRE, PA 18711

1 UGI DR

UGI UTILITIES, INC.

JEFFREYTRUMBOWER@USICLLC .COM

JEFFREY TRUMBOWER

INDIANAPOLIS, IN 46240

9045 N RIVER ROAD, STE 300

USIC LOCATING SERVICES

THEIR FACILITIES.

UTILITY COMPANY'S CLEARANCE. REQUIREMENTS WHEN WORKING IN THE AREA OF

IDENTIFY ALL OVERHEAD LINES, NOTIFY AND COMPLY WITH THE APPLICABLE

LIABILITY FOR ACCURACY OF TYPE, SIZE, AND LOCATION OF ANY UTILITY.

FOR REIMBURSEMENT, PARTICIPATION IN DESIGN AND/OR REVISIONS, OR

UTILITIES DURING CONSTRUCTION. THE CITY DOES NOT ASSUME RESPONSIBILITY

DISTURBED OR DAMAGED, AND ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO

OPERATIONS IN A MANNER WHICH ENSURES THAT THE UTILITIES WILL NOT BE

VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING WORK. CONDUCT

SUBSURFACE STRUCTURES ARE SHOWN.

PLANS, NOR DOES THE CITY OF SCRANTON GUARANTEE THAT ALL ABOVE GROUND AND

THE EXISTING ABOVE GROUND AND SUBSURFACE UTILITY STRUCTURES SHOWN ON THE

THE CITY OF SCRANTON DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s d e t a i l s

N o t e s a d

D t a i l s d g n

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

GENERAL NOTES

TRAFFIC CONTROL GENERAL NOTES

COVER OR REMOVE ALL SIGNS NOT IN USE.

IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE THE DEVICES.

10. MUTCD, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

9. PENNDOT PUBLICATION 408, SPECIFICATIONS.

8. PENNDOT PUBLICATION 236, HANDBOOK OF APPROVED SIGNS.

7. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES.

6. PENNDOT PUBLICATION 148, TRAFFIC SIGNAL STANDARDS.

STANDARDS.

5. PENNDOT PUBLICATION 111, TRAFFIC CONTROL PAVEMENT MARKINGS AND SIGNING

4. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL.

3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15).

2. PA CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES.

1. THE SPECIAL PROVISIONS OF THIS CONTRACT.

METHODS INDICATED ON THESE DRAWINGS AND,

TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN ACCORDANCE WITH THE

FURNISH, ERECT, PLACE, AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES, AND MAINTAIN

CONSTRUCTION.

OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF

THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION

JUN. 13, 2013TC-8702B

JUN. 13, 2013TC-8701S

JUN. 13, 2013TC-8700C

JUN. 13, 2013TC-8600

DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING PENNDOT STANDARD DRAWINGS:

THE CONTRACTOR.

DAMAGED CONDUITS, WIRING, AND/OR LOOP DETECTORS WILL BE REPLACED AT THE SOLE COST OF

THE EXISTING CONDUITS, WIRING, AND LOOP DETECTORS WHILE INSTALLING THE NEW CONDUIT.

NEW CONDUIT AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING ANY DAMAGE TO

REPRESENTATIVE CONCLUDES THAT NEW CONDUIT IS REQUIRED, THE CONTRACTOR WILL INSTALL

UNDERGROUND CONDUITS AS INDICATED ON THE PLANS. IF THE CITY OF SCRANTON OR ITS

THE CONTRACTOR WILL ATTEMPT TO INSTALL THE PROPOSED WIRING IN THE EXISTING

PLUG ALL UNUSED CONDUIT AT EVERY CABINET AND JUNCTION BOX.

THAT CAN BE BACKFILLED AT THE END OF THE DAY.

SEED AND STABILIZE DISTURBED AREAS IMMEDIATELY. DO NOT TRENCH MORE THAN THE LENGTH

TRENCH, LAY CONDUIT(S), AND BACKFILL ALL CONDUIT TRENCHES AT THE END OF THE DAY.

STUBOUTS.

SCHEDULE-40 PVC IS TO BE USED FOR UNDERGROUND LATERAL CONDUITS AND FOUNDATION

EXPOSED CONDUIT IS TO BE GALVANIZED RIGID METALLIC OR FRE CONDUIT.

SHEETS.

INFORMATION OBTAINED FROM PENNDOT AND THE MUNICIPALITIES IS INDICATED ON THE PLAN

ALL WORK IS TO BE COMPLETED WITHIN THE LEGAL RIGHT-OF-WAY. EXISTING RIGHT-OF-WAY

CALL BOX.

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE

REGRADED TO PROVIDE A CONTINUOUS FLOW LINE TO A DRAINAGE OUTLET.

ALL DRAINAGE SWALES AND DITCHES DISTURBED DURING EXCAVATING ACTIVITIES NEED TO BE

CONTRACTOR'S PERFORMANCE OF WORK WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO ROADWAY, STRUCTURES, AND EXISTING ITS DEVICES CAUSED BY THE

FOR PA ONE CALL SERIAL NUMBER.

MUST CONTACT THE PA ONE-CALL SYSTEM, INC., PHONE 1-800-242-1776. SEE UTILITY LIST

THREE WORKING DAYS PRIOR TO EXCAVATION OR DRIVING SIGN ANCHOR POST, THE CONTRACTOR

AS DIRECTED BY THE DEPARTMENT OR ITS REPRESENTATIVE.

ACTUAL QUANTITIES MAY VARY DUE TO ACTUAL FIELD CONDITIONS, AND MAY BE FIELD ADJUSTED

PDT PUB. 408 - SPECIFICATIONS, CURRENT LET DATE VERSION

PDT PUB. 236 - HANDBOOK OF APPROVED SIGNS

PDT PUB. 213 - TEMPORARY TRAFFIC CONTROL GUIDELINES

PDT PUB. 149 - TRAFFIC SIGNAL DESIGN HANDBOOK

PDT PUB. 148 - TRAFFIC STANDARDS-SIGNALS

PDT PUB. 111 - TRAFFIC CONTROL - PAVEMENT MARKINGS AND SIGNING STANDARDS

PDT PUB. 72M - STANDARDS FOR ROADWAY CONSTRUCTION

PDT PUB. 46 - TRAFFIC ENGINEERING MANUAL

PDT PUB. 35 - APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

GOVERNING PUBLICATIONS (ALL LET DATE VERSIONS) ARE AS FOLLOWS:

PROFESSIONAL

ERIE

CRAWFORD

WARREN POTTER TIOGA

BRADFORD SUSQUEHANNA

PIKE

MERCER

VENANGO

FOREST

ELK

CLINTON

LYCOMING

SULLIVAN

WYOMING

L A

C K

A W

A N

N A

BUTLER

CLARION

INDIANA

CLEARFIELD

CAMBRIA

ALLEGHENY

WES

TMORELAND

WASHINGTON

GREENE

FAYETTE BEDFORD

BLAIR

CENTRE

F L

ATA

PERRY

CUMBERLAND

F U

L T

O N

ADAMS

YORK

LANCASTER

UNION

SNYDER

M O

N T

O U

R C

O L

U M

LUZERNE

CARBON

SCHUYLKILL

BERKS

MONROE

CHESTER

M O N T G O

M E R Y

H U

N T

G D

O N

OIL CITY

UNIONTOWN

INDIANA

MONTOURSVILLE

DUNMORE

HOLLIDAYSBURG

A R

M S T R O N G J E F F E R S O N

CAMERON

L A

W R E N C E

B E A V E R

BUCKS

L E H

LLE

N T O

W N

N O

R T

H A

M P

T O

D E L A

W A R E

N O

R T

H U

M B

RLAND

SOMERSET

BRIDGEVILLE

KING OF PRUSSIA

CLEARFIELD

10 2

MC KEAN

FRANKLIN

PHILADELPHIA

WAYNE

LLAC ENO AIN

Y S

N N

OY EROFEB

1- 1-

-2

SIDEWALK

EAST ELM STREET

SR 0011 (CEDAR AVE)

W/4"

R 15'

W/4" W/4"

W/4"

MAST ARM 4

PED POLE

BLOWUP

N.T.S

PED POLE

BLOWUP

N.T.S

MAST ARM

SEPARATION BETWEEN HEADS AS VIEWED FROM THE APPROACH.

INSTALL TRAFFIC SIGNAL HEADS WITH A MINIMUM OF 8 FEET

HIGHWAYS.

DEPARTMENT MAINTAINS THE LONGITUDINAL MARKINGS ON STATE

HOT THERMOPLASTIC AND MAINTAINED BY THE PERMITTEE. THE

ALL PAVEMENT MARKINGS ON THE TRAFFIC SIGNAL PERMIT ARE TO BE

REPRESENTATIVES MAY WITNESS THE TESTING.

REQUIRED IN SECTION 1104 OF PUB 408, SO THAT THE DISTRICT

TO CONDUCTING THE PHYSICAL AND FUNCTIONAL SHOP TEST AS

NOTIFY THE DISTRICT TRAFFIC ENGINEER 7 CALENDAR DAYS PRIOR

GREEN OPERATION.

INSPECTION A MINIMUM OF THREE DAYS PRIOR TO RED, YELLOW,

CONTACT PENNDOT TRAFFIC UNIT TO SCHEDULE A TRAFFIC SIGNAL

OPERATION.

THIS PLAN, BEFORE SIGNALS CAN BE PUT INTO RED, YELLOW, GREEN

INSTALL ALL SIGNS AND PAVEMENT MARKINGS, AS INDICATED ON

MINIMUM OF 2 FEET BEHIND THE FACE OF CURB.

INSTALL SIGNAL SUPPORTS AND POST MOUNTED SIGNAL HEADS A

FEET NOR MORE THAN 17 FEET ABOVE THE ROADWAY.

INSTALL SIGNAL HEADS AND SIGNS WITH BOTTOMS NOT LESS THAN 16

OF THE SIGNAL HEADS.

OF OVERHEAD UTILITIES THAT MAY INTERFERE WITH CLEAR VISION

THE PERMITTEE IS RESPONSIBLE FOR COORDINATING ANY RELOCATION

COMPANIES TO RESOLVE ANY CONFLICTS.

UTILITIES. PRIOR TO CONSTRUCTION CONSULT WITH UTILITY

287, AS AMENDED, PREVENTION OF DAMAGE TO UNDERGROUND

UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF ACT

THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING,

CARD RACK TO BE NEMA TYPE 7-T.

EXTENSIONS AND DELAYS TO ALL INDIVIDUAL LOOPS.

THE CONTROLLER TIMER WHICH WILL PROVIDE THE CAPABILITY OF

EACH LOOP MUST BE ASSIGNED TO A SEPARATE DETECTOR INPUT IN

CONSIDERED PART OF THE PERMIT, UNLESS OTHERWISE INDICATED.

PAVEMENT MARKINGS INDICATED ON THIS DRAWING, WHICH ARE

THE PERMITTEE MAINTAINS ALL SIGNS IN THE SIGN BLOCK AND ALL

OF THE PERMITTEE.

SIGNALS, INCLUDING TRIMMING OF TREES, IS THE RESPONSIBILITY

ALL MAINTENANCE NECESSARY FOR THE PROPER VISIBILITY OF THESE

ENGINEER.

PRIOR APPROVAL IS GRANTED IN WRITING BY THE DISTRICT TRAFFIC

NO MODIFICATION OF THIS INSTALLATION IS PERMITTED UNLESS

(PUB 149).

TC-8800 SERIES (PUB 148), AND TRAFFIC SIGNAL DESIGN HANDBOOK

SPECIFICATIONS (PUB 408), TRAFFIC STANDARDS TC-8700 AND

REGULATIONS ON OFFICIAL TRAFFIC CONTROL DEVICES (PUB 212)

ACCORDANCE WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

INSTALL, OPERATE AND MAINTAIN THIS TRAFFIC SIGNAL IN

GENERAL NOTES

15.

14.

13.

12.

11.

10.

CONSTRUCTION NOTES

Y P

(TYP.)

24"

(TYP.)

24"

TYPE C CROSSWALK DETAIL

SYMBOL

PLAN

DESCRIPTION SERIES

WXH

SIZE

QTY.

66"X24"

48"X24"D3-4

SIGN TABULATION

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER (R)

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER (L)

9"X15"

D3-4

POST MOUNTED SIGN

STRUCTURE MOUNTED SIGN

VIDEO DETECTION AREA

VIDEO DETECTOR

CONTROLLER ASSEMBLY

LUMINAIRE

PREEMPTION SENSOR

PREEMPTION FAIL-SAFE LAMP

VEHICULAR SIGNAL HEAD4

PROPOSED LEGEND

MAST ARM4

STUB POLE4

SOLID WHITE LINE/WIDTH

BROKEN WHITE LINE/WIDTHBW/4"

W/4"

YELLOW LINE/WIDTHY/4"

JUNCTION BOX

4 PEDESTRIAN SIGNAL HEAD

CONDUITC

CONDUIT/DIAMETERC/4"

DY/4"

PHASE

1 2 3 1 2 3

PHASE 2+6 PHASE 4+8

4 4

1,2

3,4

5,6

7,8

FIXED

PASSAGE

MIN

PEDESTRIAN

9,10,11,12

13,14,15,16

G G Y R

M FH H H H H H H

H H H HH H FHM

DIAL 1

MEMORY MIN RECALL NON-LOCKING

NEMA DIAGRAM

EVENT

DAY OF WEEK

TWTM F S S MIN SECHR (SEC)

CYCLE

(SEC)

OFFSET

COMMENTS

WEEKLY PROGRAM CHART

PREEMPT A PREEMPT B PREEMPT C PREEMPT D

2 3 4 1 2 3 4 1 2 3 4 1 2 3 4

G Y R

R R R

C L

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

V E 1 1

2 2 2 23 3 3 34 4 4 4 4 4 4 4

F L

A S

E M

E R

G E

OFF

PREEMPTION PHASING NOTES

MOVEMENT, SEQUENCE AND TIMING CHART

INTERVAL

SIGNAL

UTILIZED

RED TIMINGS SHALL BE

NORMAL YELLOW AND ALL

PED POLE

BLOWUP

N.T.S

MAST ARM

PED POLE

BLOWUP

N.T.S

MAST ARM

NO PARKING SYMBOL R8-3 12"X12"

NO PARKING ARROW R7-301 12"X6"F

REPLACEMENT

SIDEWALK

PUSH BUTTON/SIGN

ACCESSIBLE PEDESTRIAN SIGNAL

DIAL 1

MAX 1

Cedar

Elm

W/24" (TYP.)

SEE NOTE 3

1 RADIO ANTENNA

LINE/WIDTH

DOUBLE YELLOW

7 7

00 00

30 30

TO BE REMOVED

R10-3ER

R10-3EL

MAX 1

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0160 OFFSET 0988

SR 0011 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0160 OFFSET 0688

SR 0011 SECTION GLG

2 2

FAIL SAFE A

FAIL SAFE B

FAIL SAFE C

FAIL SAFE D

OFF

PREEMPTION

FOR DURATION OF

OPERATION

G WHEN RETURNING TO NORMAL

AND SIGNALS) TO THE CITY (GENE REED, (517) 815-3657).

3. REMOVE AND RETURN EXISTING TRAFFIC SIGNAL EQUIPMENT (CABINET

EXISTING TYPE "A" CROSSWALKS ARE TO BE REMOVED.

2. TYPE "C" CROSSWALKS REMOVED ON PLANS FOR CLARITY.

CONSTRUCTED AND PAID FOR.

(BOLD) ITEMS. ONLY THOSE ITEMS TABULATED ARE TO BE

1. PLANS ILLUSTRATE BOTH EXISTING (SCREENED) AND PROPOSED

3.5 2.5 2.5

RED INTERVALS

NORMAL YELLOW AND ALL

INTERVAL INCLUDES THE

SELECTIVE CLEARANCE

START WORK

STOP WORK

MAX 100

22 00

23 00

00 DIAL 160 0

C/3"

C/2"

C/3"

C/2" C/3"

C/3"

2-C/3"

TYPE C

SERVICE,

ELECTRICAL

C/2"

C/3"

C/2"

C/3"

2-C/3"

C/2"

C/3"

2-C/3"

C/3"

24 23.5

INTERCONNECT FOR THE DURATION OF THE 30-DAY TEST

THE PERMITTEE SHALL ENSURE THE FUNCIONALITY OF THE

SIGNAL SYSTEM

PERMITTEE MAINTAINS INTERCONNECT FOR LOCAL TRAFFIC

CC-1

RADIO

CEDAR AVENUE INTERCONNECT DIAGRAM

ELM STREET MAPLE STREET

CC-2

OFF

W/4"

R 15'

W/4"

R 15'

W/4"

R 10'

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t a

E r a n t o n

C e d a

A v m d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SR 0011 (CEDAR AVENUE)

SHEET OF

SIDEWALK

S I

D E

W A

L K

1.0% APPROACH GRADE

25 MPH SPEED LIMIT

CHERRY ST

NEXT SIGNAL 1200'

N E

G N

A L

W A

S H I

N G

P R

O A

A D

M I

MAPLE ST

NEXT SIGNAL 400'

-5.3% APPROACH GRADE

25 MPH SPEED LIMIT

M I

P R

O A

A D

N E

G N

A L

P I

T T

S T

17'

17'18'

17'

16.5'

16'18'

DY/4" DY/4"

25'

7 8

C C

D C

B13

A 15

15 10

L1E F

C1 C

A1 A

(TYP.)

W/24"

2 (TYP.)

SEE NOTE

(TYP.)

37'X75'

1 7'X75'

D Y

7'X6'

W/4"

13' 13'

11'

14'

11'

14'

13' 13'

7'X25'7

97'X25'

Y P

60' R/W

LEGAL RIGHT-OF-WAY LINE

L E

G H

O F

N E

L E

G H

O F

N E

LEGAL RIGHT-OF-WAY LINE

L E

G H

O F

N E

L E

G H

O F

N E

3 7

PROFESSIONAL

SIGNALS

1-8 9-16

1-8WITH RETROREFLECTIVE BORDERS

SIGNALS EQUIPPED WITH BACKPLATES

ALL SIGNALS EQUIPPED WITH LEDS

TYPE A COUNTDOWN

12"

NOT TO SCALE

VEHICULAR SIGNAL HEAD

POST MOUNTED SIGN

STRUCTURE MOUNTED SIGN

CONTROLLER ASSEMBLYCC

EXISTING LEGEND

RETROREFLECTIVE BORDER

BLACK FINISH AND HAVE A 2-INCH FLORESCENT YELLOW

BACKPLATES SHALL BE ONE-PIECE ALUMINUM, HAVE NON-REFLECTIVE

9" (MIN)

(TYP.)

11/21/2023 kwiddick Stamp

CONSTRUCTION NOTES

TABULATED ARE TO BE CONSTRUCTED AND PAID FOR.

AND PROPOSED (BOLD) ITEMS. ONLY THOSE ITEMS

1. PLANS ILLUSTRATE BOTH EXISTING (SCREENED)

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t b

E r a n t o n

C e d

Q u a n t i t i e s d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SR 0011 (CEDAR AVENUE)

SHEET OF

PROFESSIONAL

S I

G N

U N

G N

U N

NUMBER

ITEM

UNIT

LOCATION

N D

U I

DESCRIPTION

EACH

N D

U C

T O

S I

G N

B L

N D

U C

T O

S I

G N

B L

TOTAL

N D

U I

T R

E N

C K

F I

P E

I I

EACH

J U

N C

T I

CONDUIT, JUNCTION BOX, ELECTRICAL ITEMS

J U

N C

T I

ELECTRICAL DISTRIBUTION

1 2 3 4

5 6 7 8

9 10 11 12

13 14 15 16

TOPPL

TOCC1

TO 1

CC1

TO 51

TO1 2

TO1 4

TO 22

TO 62

TO2 3

TO3

TO4

TO 72

1 13

D I

R E

C T I

O N

R I

N G

C O

P P

E R

N D

U C

T O

A W

D E

R G

R O

B L

26 26

ENTIRE INTERSECTION

161 910

36 236

E L

E C

T R I

R V I

N D

U C

T O

S I

G N

B L

616949

30966

UNIT

NUMBER

ITEM

Q U

A N

T I

T Y

P L

M B

O L

S E

R I

E S

DESCRIPTION

TOTAL

WXH

SIZE

NO.

ITEM

Q U

A N

T I

T Y

UNIT

DESCRIPTION

EACH

LOCATION REMARKS

* INCLUDED WITH ITEM NUMBER 0956-0500

NO.

ITEM

UNIT

DESCRIPTION QUANTITY

MARKINGS

24" WHITE HOT THERMOPLASTIC PAVEMENT

PAVEMENT MARKINGS

MISCELLANEOUS

CEMENT CONCRETE SIDEWALK

S.Y.

C.Y.

CLASS 1A EXCAVATION

PAVEMENT MARKING REMOVAL

S.F.

L.F.

S.F. S.F. S.F.

W I

F F

E N

E R

A L

U M I

R U

C T

U N

SIGNAL HEAD, TYPE A

LED COUNTDOWN PEDESTRIAN

12" SECTIONS

VEHICULAR SIGNAL HEAD, THREE

SIGNS

NO.

STRUCTURE

NO.

ITEM

Q U

A N

T I

T Y

UNIT

H K M N

SIGNAL LOCATION

MAST ARM

DESCRIPTION

L W

TRAFFIC SIGNAL SUPPORTS

E M

P T I

O N

P R

17 101

SIGN LOCATION

SIGNALS, WHICH EVER IS GREATER.

SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES, AND TRAFFIC

LOAD REQUIREMENTS BY AASHTO SPECIFICATIONS FOR STRUCTURAL

TO ADEQUATELY SUPPORT LOADS AS SHOWN ON THE PLAN OR MAXIMUM

VERTICAL POLES AND MAST ARMS TO BE DESIGNED BY MANUFACTURER

DESIGNATIONS

**REFER TO PENNDOT TRAFFIC STANDARDS, TC-8800, FOR LETTER

ROUTE

D E

T E

C T

O R

O P

T I

25 20.5 8.5 0°

QUADRANT

EAST

EACH

WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM

EACH

QUADRANT

NORTH 2 TRAFFIC SIGNAL SUPPORT, 25' MAST ARM 25 19 7 4 90°

EACH

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM QUADRANT

WEST

21 925 18 15 0°

EACH

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM QUADRANT

SOUTH

25 18 15 90°

QUADRANT

EAST

EACH

PEDESTRIAN STUB POLE, TYPE E5

EACH

PEDESTRIAN STUB POLE, TYPE B QUADRANT

NORTH

QUADRANT

NORTH 7

EACH

PEDESTRIAN STUB POLE, TYPE B

EACH

PEDESTRIAN STUB POLE, TYPE B

EACH

PEDESTRIAN STUB POLE, TYPE B

QUADRANT

WEST

QUADRANT

SOUTH

D3-4

9"X15"

D3-4

NO PARKING SYMBOLR8-3 12"X12"

NO PARKING ARROWR7-301 12"X6"F

WITH COUNTDOWN TIMER (R)

EDUC. PUSH BUTTON FOR WALK SIGNAL

WITH COUNTDOWN TIMER (L)

EDUC. PUSH BUTTON FOR WALK SIGNAL

0.5

CC-1

EACH

LUMINAIRE, ARM MOUNT

INSTALLATION OF COBRA LED

1 0.5

66"X24"

48"X24"

Cedar

Elm

QUADRANTS

SOUTH & EAST

QUADRANTS

SOUTH & EAST

21 9

L.F.

L.S.

RADIO COMMUNICATION SYSTEM 1 1CC-1 &

TO NEW SIGNAL HEADS

BACKPLATES INCIDENTAL

16.5

52°

LUMINAIRE C

G X

15 30

R10-3ER

R10-3EL

MARKINGS

4" YELLOW HOT THERMOPLASTIC PAVEMENT

12.5

EACH

ASSEMBLY, TYPE 1 MOUNTING

NEMA TS-2, TYPE 2 CONTROLLER

L.F.

MARKINGS

4" WHITE HOT THERMOPLASTIC PAVEMENT

11/21/2023

13.

12.

11.

10.

EMERGENCY PREEMPTION NOTES

EMERGENCY PREEMPTION.

TO GIVE UNCODED EMITTERS THE ABILITY TO ACTIVATE THE

IT IS RECOMMENDED TO HAVE THE ZERO "00" FEATURE ON

FROM NEARBY MUNICIPALITIES WITH DIFFERENT EMITTERS,

THE NEED TO ALLOW PREEMPTION BY EMERGENCY VEHICLES

CAPABILITIES FOR VEHICLE IDENTIFICATION AND THERE IS

IF THE PREEMPTION EQUIPMENT HAS ENCODING

VERIFYING THE DIAMETER(S).

DEVICE WIRE, BUT THE CONTRACTOR IS RESPONSIBLE FOR

ADEQUATE SIZE TO HANDLE THE ADDITIONAL PREEMPTION

MANUFACTURER'S SPECIFICATION. MOST CONDUITS ARE

ORDER TO ACHIEVE PROPER OPERATION ACCORDING TO THE

RESPONSIBLE FOR LOCATING THE RECEIVING DEVICE(S) IN

APPROACHES OF THE INTERSECTION. THE CONTRACTOR IS

WIRELESS PREEMPTION WILL BE PROVIDED FOR ALL

FIRST SERVE" OPERATION.

ESTABLISHED. PREEMPTION SHALL BE A "FIRST COME,

IN EMERGENCY PREEMPTION NO PRIORITY SHALL BE

INTERVAL 1 SHALL FOLLOW.

D, IN RETURNING TO NORMAL OPERATION, PHASE 2 + 6

UPON COMPLETION OF THE PREEMPTION PHASE A, B, C, OR

FLASHING.

VEHICLE ARE FLASHING, ALL SIGNALS SHALL REMAIN

IF THE SIGNALS WHEN ACTIVATED BY AN EMERGENCY

PLUS 5 SECONDS.

EQUAL THE LENGTH OF THE PREEMPTION DETECTOR CALL

FOR WIRELESS PREEMPTION, THE GREEN INTERVAL SHALL

PREEMPTION.

SELECTIVE CLEARANCES BEFORE GOING INTO EMERGENCY

INTERVAL SHALL TIME OUT FOLLOWED BY THE APPROPRIATE

FOLLOWED BY THE PEDESTRIAN CLEAR INTERVAL. THIS

WALK INTERVAL SHALL TERMINATE IMMEDIATELY AND BE

BUTTON, AND THE SIGNAL IS PREEMPTED, THE PEDESTRIAN

IF SIGNALS HAVE BEEN ACTUATED BY A PEDESTRIAN PUSH

PHASE GOVERNED BY THE APPROACHING EMERGENCY VEHICLE.

FOLLOWED BY THE GREEN INTERVAL OF THE PREEMPTION

SHALL TIME OUT ALL YELLOW AND RED INDICATIONS

THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE,

AND RED INDICATIONS DISPLAYED FOR ALL OTHER PHASES.

REMAIN GREEN FOR THE DURATION OF SIGNAL PREEMPTION

THE GREEN INDICATIONS FOR THE PREEMPTED PHASE SHALL

WHICH THE PREEMPTION OCCURS.

SELECTIVE CLEARANCES DEPENDENT UPON THE PHASE IN

APPROACHING EMERGENCY VEHICLE, FOLLOWED BY THE

GREEN INDICATIONS FOR THE PHASE GOVERNED BY THE

SHALL TERMINATE ALL GREEN INDICATIONS EXCEPT THE

THE SIGNALS WHEN ACTIVATED BY EMERGENCY VEHICLE

APPROPRIATE APPROACH.

VEHICLE HAS CONTROL OF THE INTERSECTION FOR THE

WHITE FLOOD LIGHT AND SHALL FLASH WHEN THE EMERGENCY

THIS FAIL SAFE DEVICE SHALL CONSIST OF A FLASHING

"FIRST COME, FIRST SERVED" BASIS.

EMERGENCY VEHICLE PREEMPTION SHALL BE SERVED ON A

DIRECTION OF OPERATION.

FOR ALL APPROACHES WITH A FAIL SAFE DEVICE FOR EACH

CONTROLLER TO BE EQUIPPED WITH EMERGENCY PREEMPTION

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t c

E r a n t o n

C e d r i g a g r a m d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SR 0011 (CEDAR AVENUE)

SHEET OF

PROFESSIONAL

WIRING DIAGRAM

11 IDENTIFYING NUMBER

SIGNAL HEAD AND PEDESTRIAN HEAD/ 1

JUNCTION BOX/ IDENTIFYING NUMBER

CABLE (NO. OF CONDUCTORS/SIZE AWG)3C/1410

DETECTOR/IDENTIFYING NUMBER

PEDESTRIAN PUSH BUTTON

0956-0801 OPTICAL PREEMPTION SYSTEM

CABLE IS INCIDENTAL TO ITEM NUMBER

0956-0700 VIDEO DETECTOR

CABLE IS INCIDENTAL TO ITEM NUMBER

IDENTIFYING NUMBER

TRAFFIC SIGNAL SUPPORT/ PEDESTRIAN STUB POLE/

FAIL-SAFE LAMP/ IDENTIFYING LETTER

PREEMPTION SENSOR/ PREEMPTION

& NUMBER

VIDEO DETECTOR/ IDENTIFYING LETTER

DISCONNECT

SERVICE

CONTROLLER CABINET METER

NUMBER

LUMINAIRE/ IDENTIFYING LETTER &

22V2

3 3

12256

12711

12614

1 3 32

1 3 82 12

1 4 4 V4

D11 4 4

1 4 4

1 4 9

1 4 4 87

V1 V2 V3 V4

A A1 B B1

C C1 D D1

3C/14

5C/14

7C/14

5C/14

2x1C/8

(POLE #57039 N45464)

EXISTING POWER SOURCE

***1

IDENTIFYING NUMBER

RADIO COMMUNICATION SYSTEM /

1 1

0953-0401 RADIO COMMUNICATION SYSTEM

CABLE IS INCIDENTAL TO ITEM NUMBER

7C/14

2+6

PREEMPTION

EMERGENCY

CLEARANCE

SELECTIVE

2+6

EMERGENCY

PREEMPTION SEQUENCE

4+8

INTERVAL 1

NO.

ITEM

Q U

A N

T I

T Y

UNIT

DESCRIPTION

LOCATION

EACH

DETECTORS

NUMBER

SENSOR

EACH

OPTICAL PREEMPTION SYSTEM

21 3

8.9 10.7 10.6 10.9 11.1 4.9 8.9

Cedar

8.9

48.28.9

D3-4;

Legend Type : WHITE (REFLECTORIZED);

Background Type : GREEN (REFLECTORIZED);

Border Type : WHITE (REFLECTORIZED);

3.6" Radius, 1.2" Border, White on Green;

"Cedar", ClearviewHwy-3-W;

Table of distances between letter and object lefts

C e d a r

9.9 9.5 6.2 12.5 9.9

Elm 9.9

D3-4;

Legend Type : WHITE (REFLECTORIZED);

28.2 9.9

Background Type : GREEN (REFLECTORIZED);

Border Type : WHITE (REFLECTORIZED);

3.6" Radius, 1.2" Border, White on Green;

"Elm", ClearviewHwy-3-W;

Table of distances between letter and object lefts

E l m

OVERHEAD STREET NAME SIGNS

NOT TO SCALE

SIGNALS

ACCESSIBLE PEDESTRIAN

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

1 4 10

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

VIDEO DETECTOR

11/21/2023

MAPLE STREET

SR 0011 (CEDAR AVE)

MAST ARM 3

8PED POLE

BLOWUP

N.T.S

PED POLE

BLOWUP

N.T.S

MAST ARM

SEPARATION BETWEEN HEADS AS VIEWED FROM THE APPROACH.

INSTALL TRAFFIC SIGNAL HEADS WITH A MINIMUM OF 8 FEET

HIGHWAYS.

DEPARTMENT MAINTAINS THE LONGITUDINAL MARKINGS ON STATE

HOT THERMOPLASTIC AND MAINTAINED BY THE PERMITTEE. THE

ALL PAVEMENT MARKINGS ON THE TRAFFIC SIGNAL PERMIT ARE TO BE

REPRESENTATIVES MAY WITNESS THE TESTING.

REQUIRED IN SECTION 1104 OF PUB 408, SO THAT THE DISTRICT

TO CONDUCTING THE PHYSICAL AND FUNCTIONAL SHOP TEST AS

NOTIFY THE DISTRICT TRAFFIC ENGINEER 7 CALENDAR DAYS PRIOR

GREEN OPERATION.

INSPECTION A MINIMUM OF THREE DAYS PRIOR TO RED, YELLOW,

CONTACT PENNDOT TRAFFIC UNIT TO SCHEDULE A TRAFFIC SIGNAL

OPERATION.

THIS PLAN, BEFORE SIGNALS CAN BE PUT INTO RED, YELLOW, GREEN

INSTALL ALL SIGNS AND PAVEMENT MARKINGS, AS INDICATED ON

MINIMUM OF 2 FEET BEHIND THE FACE OF CURB.

INSTALL SIGNAL SUPPORTS AND POST MOUNTED SIGNAL HEADS A

FEET NOR MORE THAN 17 FEET ABOVE THE ROADWAY.

INSTALL SIGNAL HEADS AND SIGNS WITH BOTTOMS NOT LESS THAN 16

OF THE SIGNAL HEADS.

OF OVERHEAD UTILITIES THAT MAY INTERFERE WITH CLEAR VISION

THE PERMITTEE IS RESPONSIBLE FOR COORDINATING ANY RELOCATION

COMPANIES TO RESOLVE ANY CONFLICTS.

UTILITIES. PRIOR TO CONSTRUCTION CONSULT WITH UTILITY

287, AS AMENDED, PREVENTION OF DAMAGE TO UNDERGROUND

UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF ACT

THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING,

CARD RACK TO BE NEMA TYPE 7-T.

EXTENSIONS AND DELAYS TO ALL INDIVIDUAL LOOPS.

THE CONTROLLER TIMER WHICH WILL PROVIDE THE CAPABILITY OF

EACH LOOP MUST BE ASSIGNED TO A SEPARATE DETECTOR INPUT IN

CONSIDERED PART OF THE PERMIT, UNLESS OTHERWISE INDICATED.

PAVEMENT MARKINGS INDICATED ON THIS DRAWING, WHICH ARE

THE PERMITTEE MAINTAINS ALL SIGNS IN THE SIGN BLOCK AND ALL

OF THE PERMITTEE.

SIGNALS, INCLUDING TRIMMING OF TREES, IS THE RESPONSIBILITY

ALL MAINTENANCE NECESSARY FOR THE PROPER VISIBILITY OF THESE

ENGINEER.

PRIOR APPROVAL IS GRANTED IN WRITING BY THE DISTRICT TRAFFIC

NO MODIFICATION OF THIS INSTALLATION IS PERMITTED UNLESS

(PUB 149).

TC-8800 SERIES (PUB 148), AND TRAFFIC SIGNAL DESIGN HANDBOOK

SPECIFICATIONS (PUB 408), TRAFFIC STANDARDS TC-8700 AND

REGULATIONS ON OFFICIAL TRAFFIC CONTROL DEVICES (PUB 212)

ACCORDANCE WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

INSTALL, OPERATE AND MAINTAIN THIS TRAFFIC SIGNAL IN

GENERAL NOTES

15.

14.

13.

12.

11.

10.

EXISTING TYPE "A" CROSSWALKS ARE TO BE REMOVED.

2. TYPE "C" CROSSWALKS REMOVED ON PLANS FOR CLARITY.

CONSTRUCTED AND PAID FOR.

(BOLD) ITEMS. ONLY THOSE ITEMS TABULATED ARE TO BE

1. PLANS ILLUSTRATE BOTH EXISTING (SCREENED) AND PROPOSED

CONSTRUCTION NOTES

(TYP.)

W/24"

Y P

(TYP.)

24"

(TYP.)

24"

TYPE C CROSSWALK DETAIL

SYMBOL

PLAN

DESCRIPTION SERIES

WXH

SIZE

QTY.

66"X24"

66"X24"D3-4

SIGN TABULATION

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER (R)

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER (L)

9"X15"

D3-4

PHASE

1 2 3 1 2 3

PHASE 2+6 PHASE 4+8

4 4

1,2

5,6

FIXED

9,10,11,12

13,14,15,16

G G Y R

M FH H H H H H H

H H H HH H FHM

NEMA DIAGRAM

PREEMPT A PREEMPT B PREEMPT C PREEMPT D

2 3 4 1 2 3 4 1 2 3 4 1 2 3 4

G Y R

R R R

C L

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

V E 1 1

2 2 2 23 3 34 4 4 4 4 4 4 4

F L

A S

E M

E R

G E

OFF

MOVEMENT, SEQUENCE AND TIMING CHART

INTERVAL

SIGNAL

PED POLE

BLOWUP

N.T.S

MAST ARM

PED POLE

BLOWUP

N.T.S

MAST ARM

E NO PARKING SYMBOL R8-3 12"X12"

NO PARKING ARROW R7-301 12"X6"F

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

Cedar

Maple

POST MOUNTED SIGN

STRUCTURE MOUNTED SIGN

VIDEO DETECTION AREA

VIDEO DETECTOR

CONTROLLER ASSEMBLY

LUMINAIRE

PREEMPTION SENSOR

PREEMPTION FAIL-SAFE LAMP

VEHICULAR SIGNAL HEAD4

PROPOSED LEGEND

MAST ARM4

STUB POLE4

SOLID WHITE LINE/WIDTH

BROKEN WHITE LINE/WIDTHBW/4"

W/4"

YELLOW LINE/WIDTHY/4"

JUNCTION BOX

4 PEDESTRIAN SIGNAL HEAD

CONDUITC

CONDUIT/DIAMETERC/4"

DY/4"

PUSH BUTTON/SIGN

ACCESSIBLE PEDESTRIAN SIGNAL

1 RADIO ANTENNA

LINE/WIDTH

DOUBLE YELLOW

REPLACEMENT

SIDEWALK

TO BE REMOVED

R10-3ER

R10-3EL

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0160 OFFSET 1389

SR 0011 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0160 OFFSET 1089

SR 0011 SECTION GLG

9" (MIN)

MIN 10 5

FAIL SAFE A

FAIL SAFE B

FAIL SAFE C

FAIL SAFE D

OFF

PASSAGE

PEDESTRIAN

DIAL 1

MEMORY MIN RECALL NON-LOCKING

7 7

30 30

23MAX 1

PREEMPTION PHASING NOTES

UTILIZED

RED TIMINGS SHALL BE

NORMAL YELLOW AND ALL

PREEMPTION

FOR DURATION OF

OPERATION

G WHEN RETURNING TO NORMAL

INTERVALS

NORMAL YELLOW AND ALL RED

INTERVAL INCLUDES THE

SELECTIVE CLEARANCE

WEEKLY PROGRAM CHART

3.53.53.5

STOP WORK

START WORK

EVENT

DAY OF WEEK

TWTM F S S MIN SECHR (SEC)

CYCLE

(SEC)

OFFSET

COMMENTS

DIAL 1

MAX 1

00 00

60 0

MAX 100

22 00

23 00

00 DIAL 160 0

C/2"

C/3"

C/3" C/3" C/2"

C/2" 2-C/3"

TYPE C

SERVICE,

ELECTRICAL C/2"

C/2"

C/3"

2-C/3"

C/2"

C/2" C/3"

C/2"

INTERCONNECT FOR THE DURATION OF THE 30-DAY TEST

THE PERMITTEE SHALL ENSURE THE FUNCIONALITY OF THE

SIGNAL SYSTEM

PERMITTEE MAINTAINS INTERCONNECT FOR LOCAL TRAFFIC

CC-1

RADIO

CEDAR AVENUE INTERCONNECT DIAGRAM

ELM STREET MAPLE STREET

22.5

C/2" C/3"

C/2" 2-C/3"

C/3"

CC-2

3,4,17

7,8,18

OFF ON

OFF

R 15' W/4"

R 15'

W/4"

R 15' W/4"

W/4" R 15'

DETECTOR NOTES

2 3 9 10

WITH A 5 SECOND DELAY.

1. DETECTORS , , , , PROGRAMMED

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t d

E r a n t o n

C e d p d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SR 0011 (CEDAR AVENUE)

SHEET OF

S I

D E

W A

L K

SIDEWALK

S I

D E

W A

L K

SIDEWALK

S I

D E

W A

L K

S I

D E

W A

L K

SIDEWALK

WALL

F E

N C

6.3% APPROACH GRADE

25 MPH SPEED LIMIT

ELM ST

NEXT SIGNAL 400'

M I

P R

O A

A D

G N

T H

L E

17'

17'17'

17'16'

DY/4"

W/24" (TYP.)

25'

30'

3 4

6 11 B

FIRE HYDRANT TO BE RELOCATED BY CITY

CLEARING AND GRUBBING TO BE PERFORMED BY CITY

D1 D

A1 A

B1B

C1 C

W/24" (TYP.)

Y P

(TYP.)

W/24"

2 (TYP.)

SEE NOTE

57'X75'

4 7'X75'

27'X40'

D Y

C C

REMOVED

TO BE

7'X25'7

W/4"

97'X25'

12'

11' 14'

12'

14'12'

12'

13'

60' R/W

LEGAL RIGHT-OF-WAY LINE

L E

G H

O F

N E

L E

G H

O F

N E

L E

G H

O F

N E

L E

G H

O F

N E

LEGAL

RIGHT-OF-WAY

LINE

7'X25'

PROFESSIONAL

SIGNALS

9-16

WITH RETROREFLECTIVE BORDERS

SIGNALS EQUIPPED WITH BACKPLATES

ALL SIGNALS EQUIPPED WITH LEDS

TYPE A COUNTDOWN

12"

NOT TO SCALE

VEHICULAR SIGNAL HEAD

POST MOUNTED SIGN

STRUCTURE MOUNTED SIGN

CONTROLLER ASSEMBLYCC

EXISTING LEGEND

RETROREFLECTIVE BORDER

BLACK FINISH AND HAVE A 2-INCH FLORESCENT YELLOW

BACKPLATES SHALL BE ONE-PIECE ALUMINUM, HAVE NON-REFLECTIVE *

1-8, 17-18

C/2"

25 MPH SPEED LIMIT

-4.6% APPROACH GRADE

NO SIGNAL WITHIN ONE MILE

M I

P R

O A

A D

M A

G N

T H

L E

11/21/2023

G N

U N

G N

U N

1 2 3 4 5

6 7 8

9 10 11 12

13 14 15 16

17 18

TABULATED ARE TO BE CONSTRUCTED AND PAID FOR.

AND PROPOSED (BOLD) ITEMS. ONLY THOSE ITEMS

1. PLANS ILLUSTRATE BOTH EXISTING (SCREENED)

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t e

E r a n t o n

C e d p u a n t i t i e s d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SR 0011 (CEDAR AVENUE)

SHEET OF

PROFESSIONAL

UNIT

NUMBER

ITEM

Q U

A N

T I

T Y

P L

M B

O L

S E

R I

E S

DESCRIPTION

9"X15" *

TOTAL

WXH

SIZE

* INCLUDED WITH ITEM NUMBER 0956-0500

NO.

ITEM

UNIT

DESCRIPTION QUANTITY

MARKINGS

24" WHITE HOT THERMOPLASTIC PAVEMENT

PAVEMENT MARKINGS

MISCELLANEOUS

PAVEMENT MARKING REMOVAL

S.F.

L.F.

S.F. S.F. S.F.

9"X15" *

D3-4

W I

F F

E N

E R

A L

U M I

R U

C T

U N

COUNTDOWN TIMER (R)

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH

COUNTDOWN TIMER (L)

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH

SIGNS

NUMBER

ITEM

UNIT

LOCATION

N D

U I

DESCRIPTION

N D

U C

T O

S I

G N

B L

N D

U C

T O

S I

G N

B L

TOTAL

N D

U I

EACH

J U

N C

T I

CONDUIT, JUNCTION BOX, ELECTRICAL ITEMS

ELECTRICAL DISTRIBUTION

TOPPL

TOCC1

TO 1

CC1

TO 51

TO 61

TO1 4

TO 24

TO 74

TO1 2

TO 42

TO 92

TO2 3

TO3 3

TO3 8

4 1

66"X24"

Cedar

Maple

NO.

STRUCTURE

NO.

ITEM

Q U

A N

T I

T Y

UNIT

H K M N

SIGNAL LOCATION

MAST ARM

DESCRIPTION

L W

TRAFFIC SIGNAL SUPPORTS

E M

P T I

O N

P R

SIGN LOCATION

ROUTE

D E

T E

C T

O R

O P

T I

SIGNALS, WHICH EVER IS GREATER.

SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES, AND TRAFFIC

LOAD REQUIREMENTS BY AASHTO SPECIFICATIONS FOR STRUCTURAL

TO ADEQUATELY SUPPORT LOADS AS SHOWN ON THE PLAN OR MAXIMUM

VERTICAL POLES AND MAST ARMS TO BE DESIGNED BY MANUFACTURER

DESIGNATIONS

**REFER TO PENNDOT TRAFFIC STANDARDS, TC-8800, FOR LETTER

QUADRANT

NORTH

17 10 30 21 17TRAFFIC SIGNAL SUPPORT, 30' MAST ARM

EACH

6 90°

QUADRANT

WEST

EACH

1 17 10 25 19 7 3 15 0°

EACH

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM 1

QUADRANT

SOUTH

17 10 25 16 12 90°

1 17 10 25 0°

QUADRANT

EAST

EACH

PEDESTRIAN STUB POLE, TYPE B QUADRANT

NORTH

QUADRANT

NORTH

EACH

PEDESTRIAN STUB POLE, TYPE B

EACH

PEDESTRIAN STUB POLE, TYPE B 1

QUADRANT

WEST

QUADRANT

SOUTH

PEDESTRIAN STUB POLE, TYPE B

EACH

PEDESTRIAN STUB POLE, TYPE B 1 5

QUADRANT

EAST

NO.

ITEM

Q U

A N

T I

T Y

UNIT

DESCRIPTION

EACH

LOCATION REMARKS

CEMENT CONCRETE SIDEWALK

S.Y.

C.Y.

CLASS 1A EXCAVATION

SIGNAL HEAD, TYPE A

LED COUNTDOWN PEDESTRIAN

12" SECTIONS

VEHICULAR SIGNAL HEAD, THREE

CC-2

EACH

LUMINAIRE, ARM MOUNT

INSTALLATION OF COBRA LED

QUADRANTS

EAST & WEST

QUADRANTS

EAST & WEST

2 42

E NO PARKING SYMBOL

NO PARKING ARROW

STOP HERE ON RED, (LEFT)

R8-3

R7-301

R10-6AL 24"X30"

12"X6"

12"X12" 2

12 1

C O

P P

E R

N D

U C

T O

A W

D E

R G

R O

B L

ENTIRE INTERSECTION 544 918

E L

E C

T R I

R V I

MARKINGS

4" YELLOW HOT THERMOPLASTIC PAVEMENT

L.F.

L.S.

RADIO COMMUNICATION SYSTEM 1 CC-2 & 2

918255

R10-3ER

R10-3EL

TO NEW SIGNAL HEADS

BACKPLATES INCIDENTAL

LUMINAIRE C

G X Z

51°3015

43°3015

20 20 8 3

3.5

N D

U C

T O

S I

G N

B L

D I

R E

C T I

O N

R I

N G

544 913 835

25.5 13.5

22.5

8.520.5

25.5

EACH

ASSEMBLY, TYPE 1 MOUNTING

NEMA TS-2, TYPE 2 CONTROLLER

WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM

WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM

EACH

L.F.

MARKINGS

4" WHITE HOT THERMOPLASTIC PAVEMENT

11/21/2023

DISCONNECT

SERVICE

CONTROLLER CABINET METER

WIRING DIAGRAM

11 IDENTIFYING NUMBER

SIGNAL HEAD AND PEDESTRIAN HEAD/ 1

JUNCTION BOX/ IDENTIFYING NUMBER

CABLE (NO. OF CONDUCTORS/SIZE AWG)3C/1410

DETECTOR/IDENTIFYING NUMBER

PEDESTRIAN PUSH BUTTON

0956-0801 OPTICAL PREEMPTION SYSTEM

CABLE IS INCIDENTAL TO ITEM NUMBER

0956-0700 VIDEO DETECTOR

CABLE IS INCIDENTAL TO ITEM NUMBER

IDENTIFYING NUMBER

TRAFFIC SIGNAL SUPPORT/ PEDESTRIAN STUB POLE/

FAIL-SAFE LAMP/ IDENTIFYING LETTER

PREEMPTION SENSOR/ PREEMPTION

& NUMBER

VIDEO DETECTOR/ IDENTIFYING LETTER

**V4

NUMBER

LUMINAIRE/ IDENTIFYING LETTER &

42V2

14712

1 2 4 21

1 2 4

1 2 9 9

1 2 4 V4

1 3 32

1 3 82 15

1 3 32 87

(POLE #57056 N45502)

EXISTING POWER SOURCE

5C/14

3C/14

5C/14

7C/14

3C/14

5C/14

3C/14

7C/14

3C/14

5C/14

3C/14

5C/14

1 2 4 17 5C/14

1 2 4 L1 2x1C/8

12L2 4 2x1C/8

7C/14

***1

IDENTIFYING NUMBER

RADIO COMMUNICATION SYSTEM /

0953-0401 RADIO COMMUNICATION SYSTEM

CABLE IS INCIDENTAL TO ITEM NUMBER

13.

12.

11.

10.

EMERGENCY PREEMPTION NOTES

EMERGENCY PREEMPTION.

TO GIVE UNCODED EMITTERS THE ABILITY TO ACTIVATE THE

IT IS RECOMMENDED TO HAVE THE ZERO "00" FEATURE ON

FROM NEARBY MUNICIPALITIES WITH DIFFERENT EMITTERS,

THE NEED TO ALLOW PREEMPTION BY EMERGENCY VEHICLES

CAPABILITIES FOR VEHICLE IDENTIFICATION AND THERE IS

IF THE PREEMPTION EQUIPMENT HAS ENCODING

VERIFYING THE DIAMETER(S).

DEVICE WIRE, BUT THE CONTRACTOR IS RESPONSIBLE FOR

ADEQUATE SIZE TO HANDLE THE ADDITIONAL PREEMPTION

MANUFACTURER'S SPECIFICATION. MOST CONDUITS ARE

ORDER TO ACHIEVE PROPER OPERATION ACCORDING TO THE

RESPONSIBLE FOR LOCATING THE RECEIVING DEVICE(S) IN

APPROACHES OF THE INTERSECTION. THE CONTRACTOR IS

WIRELESS PREEMPTION WILL BE PROVIDED FOR ALL

FIRST SERVE" OPERATION.

ESTABLISHED. PREEMPTION SHALL BE A "FIRST COME,

IN EMERGENCY PREEMPTION NO PRIORITY SHALL BE

INTERVAL 1 SHALL FOLLOW.

D, IN RETURNING TO NORMAL OPERATION, PHASE 2 + 6

UPON COMPLETION OF THE PREEMPTION PHASE A, B, C, OR

FLASHING.

VEHICLE ARE FLASHING, ALL SIGNALS SHALL REMAIN

IF THE SIGNALS WHEN ACTIVATED BY AN EMERGENCY

PLUS 5 SECONDS.

EQUAL THE LENGTH OF THE PREEMPTION DETECTOR CALL

FOR WIRELESS PREEMPTION, THE GREEN INTERVAL SHALL

PREEMPTION.

SELECTIVE CLEARANCES BEFORE GOING INTO EMERGENCY

INTERVAL SHALL TIME OUT FOLLOWED BY THE APPROPRIATE

FOLLOWED BY THE PEDESTRIAN CLEAR INTERVAL. THIS

WALK INTERVAL SHALL TERMINATE IMMEDIATELY AND BE

BUTTON, AND THE SIGNAL IS PREEMPTED, THE PEDESTRIAN

IF SIGNALS HAVE BEEN ACTUATED BY A PEDESTRIAN PUSH

PHASE GOVERNED BY THE APPROACHING EMERGENCY VEHICLE.

FOLLOWED BY THE GREEN INTERVAL OF THE PREEMPTION

SHALL TIME OUT ALL YELLOW AND RED INDICATIONS

THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE,

AND RED INDICATIONS DISPLAYED FOR ALL OTHER PHASES.

REMAIN GREEN FOR THE DURATION OF SIGNAL PREEMPTION

THE GREEN INDICATIONS FOR THE PREEMPTED PHASE SHALL

WHICH THE PREEMPTION OCCURS.

SELECTIVE CLEARANCES DEPENDENT UPON THE PHASE IN

APPROACHING EMERGENCY VEHICLE, FOLLOWED BY THE

GREEN INDICATIONS FOR THE PHASE GOVERNED BY THE

SHALL TERMINATE ALL GREEN INDICATIONS EXCEPT THE

THE SIGNALS WHEN ACTIVATED BY EMERGENCY VEHICLE

APPROPRIATE APPROACH.

VEHICLE HAS CONTROL OF THE INTERSECTION FOR THE

WHITE FLOOD LIGHT AND SHALL FLASH WHEN THE EMERGENCY

THIS FAIL SAFE DEVICE SHALL CONSIST OF A FLASHING

"FIRST COME, FIRST SERVED" BASIS.

EMERGENCY VEHICLE PREEMPTION SHALL BE SERVED ON A

DIRECTION OF OPERATION.

FOR ALL APPROACHES WITH A FAIL SAFE DEVICE FOR EACH

CONTROLLER TO BE EQUIPPED WITH EMERGENCY PREEMPTION

2+6

PREEMPTION

EMERGENCY

CLEARANCE

SELECTIVE

2+6

EMERGENCY

PREEMPTION SEQUENCE

4+8

INTERVAL 1

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t f

E r a n t o n

C e d p r i g a g r a m d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SR 0011 (CEDAR AVENUE)

SHEET OF

PROFESSIONAL

V1 V2 V3 V4

A A1 B B1

C C1 D D1

NO.

ITEM

Q U

A N

T I

T Y

UNIT

DESCRIPTION

LOCATION

DETECTORS

NUMBER

SENSOR

EACH

OPTICAL PREEMPTION SYSTEM

21 3

4 131

8.9 10.7 10.6 10.9 11.1 4.9 8.9

Cedar

8.9

48.28.9

D3-4;

Legend Type : WHITE (REFLECTORIZED);

Background Type : GREEN (REFLECTORIZED);

Border Type : WHITE (REFLECTORIZED);

3.6" Radius, 1.2" Border, White on Green;

"Cedar", ClearviewHwy-3-W;

Table of distances between letter and object lefts

C e d a r

OVERHEAD STREET NAME SIGNS

NOT TO SCALE

8.7 12.9 11.2 10.9 5.6 8.0 8.7

Maple

8.748.6

8.7

D3-4;

Legend Type : WHITE (REFLECTORIZED);

Background Type : GREEN (REFLECTORIZED);

Border Type : WHITE (REFLECTORIZED);

3.6" Radius, 1.2" Border, White on Green;

"Maple", ClearviewHwy-3-W;

Table of distances between letter and object lefts

M a p l e

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

SIGNALS

ACCESSIBLE PEDESTRIAN

SIGNALS

ACCESSIBLE PEDESTRIAN

EACH

4VIDEO DETECTOR

11/21/2023

SYMBOL

PLAN

DESCRIPTION SERIES

WXH

SIZE

QTY.

PHASE

1 2 3 1 2 3

GENERAL NOTES

POST MOUNTED SIGN

STRUCTURE MOUNTED SIGN

VIDEO DETECTION AREA

VIDEO DETECTOR

CONTROLLER ASSEMBLY

LUMINAIRE

PREEMPTION SENSOR

PREEMPTION FAIL-SAFE LAMP

SOLID WHITE LINE/WIDTH

BROKEN WHITE LINE/WIDTHBW/4"

W/4"

YELLOW LINE/WIDTHY/4"

JUNCTION BOX

4 PEDESTRIAN SIGNAL HEAD

CONDUITC

CONDUIT/DIAMETERC/4"

DOUBLE YELLOW LINE/WIDTHDY/4"

PUSH BUTTON/SIGN

PEDESTRIAN SIGNAL

VEHICULAR SIGNAL HEAD4

PROPOSED LEGEND

MAST ARM4

STUB POLE4

MAST ARM

VEHICULAR SIGNAL HEAD

POST MOUNTED SIGN

STRUCTURE MOUNTED SIGN

CONTROLLER ASSEMBLYCC

EXISTING LEGEND

96"X24" 2

96"X24" 2D3-4

Green Ridge

Wyoming

SIGNALS

1-8 9-16

1-8WITH RETROREFLECTIVE BORDERS

SIGNALS EQUIPPED WITH BACKPLATES

ALL SIGNALS EQUIPPED WITH LEDS

00 9" (MIN.)

TYPE A COUNTDOWN

12"

SIGN TABULATION

PHASE 2+6 PHASE 4+8

4 4

1,2

3,4

5,6

7,8

FIXED

MAX I

PASSAGE

MIN

PEDESTRIAN

9,10,11,12

13,14,15,16

G G Y R

M FH H H H H H H

H H H HH H FHM

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER (R)

EDUC. PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER (L)

30"X30" 4LANE USE CONTROL (L-SR) R3-8A

9"X15"

15.

14.

13.

12.

11.

10.

24"X24" 1

24"X18" 1

D3-4

R5-2-3

R5-2NO TRUCKS

EXCEPT LOCAL DELIVERIES

TAPER

60'

STORAGE

75'

TAPER

60'

STORAGE

70'

CONSTRUCTION NOTES

2I NO PARKING ARROW 12"X6"

612"X6"NO PARKING ARROWJ

SIDEWALK REPLACEMENT

7 11 7 12

DIAL 1 33 27

EXISTING TYPE "A" CROSSWALKS ARE TO BE REMOVED.

2. TYPE "C" CROSSWALKS REMOVED ON PLANS FOR CLARITY.

CONSTRUCTED AND PAID FOR.

(BOLD) ITEMS. ONLY THOSE ITEMS TABULATED ARE TO BE

1. PLANS ILLUSTRATE BOTH EXISTING (SCREENED) AND PROPOSED

MEMORY MIN RECALL NON-LOCKING

NEMA DIAGRAMEVENT

DAY OF WEEK

TWTM F S S

MIN

SEC

(SEC)

CYCLE

60 32

(SEC)

OFFSET

COMMENTS

MAX 1

DIAL 1

DIAL 2

MAX 1

DIAL 2

WEEKLY PROGRAM CHART

C/2"

C/3"

2-C/3"

10NO PARKING SYMBOL R8-3

R7-301

12"X12"

2-C/3"

C/2"

C/3"

C/2"

(TYP.)

24"

(TYP.)

24"

Y P

(TYP.)

W/24"

TYPE C CROSSWALK DETAIL

NO PARKING ARROW 212"X6"R7-301

C/3"

C/2" C/3"

C/2"

2-C/3"

C/2"

3.5 3.5 2.53.5

27 22

33 27

NOT TO SCALE

PREEMPT A PREEMPT B PREEMPT C PREEMPT D

2 3 4 1 2 3 4 1 2 3 4 1 2 3 4

G Y R

R R R

C L

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

E A

R A

N C

S E

L E

C T I

V E 1 1

2 2 2 23 3 3 34 4 4 4 4 4 4 4

F L

A S

E M

E R

G E

OFF

PREEMPTION PHASING NOTES

FOR DURATION OF PREEMPTION

SHALL BE UTILIZED

NORMAL YELLOW AND ALL RED TIMINGS

1 G WHEN RETURNING TO NORMAL OPERATION

NORMAL YELLOW AND ALL RED INTERVALS

SELECTIVE CLEARANCE INTERVAL INCLUDES THE

SEPARATION BETWEEN HEADS AS VIEWED FROM THE APPROACH.

INSTALL TRAFFIC SIGNAL HEADS WITH A MINIMUM OF 8 FEET

HIGHWAYS.

DEPARTMENT MAINTAINS THE LONGITUDINAL MARKINGS ON STATE

HOT THERMOPLASTIC AND MAINTAINED BY THE PERMITTEE. THE

ALL PAVEMENT MARKINGS ON THE TRAFFIC SIGNAL PERMIT ARE TO BE

REPRESENTATIVES MAY WITNESS THE TESTING.

REQUIRED IN SECTION 1104 OF PUB 408, SO THAT THE DISTRICT

TO CONDUCTING THE PHYSICAL AND FUNCTIONAL SHOP TEST AS

NOTIFY THE DISTRICT TRAFFIC ENGINEER 7 CALENDAR DAYS PRIOR

GREEN OPERATION.

INSPECTION A MINIMUM OF THREE DAYS PRIOR TO RED, YELLOW,

CONTACT PENNDOT TRAFFIC UNIT TO SCHEDULE A TRAFFIC SIGNAL

OPERATION.

THIS PLAN, BEFORE SIGNALS CAN BE PUT INTO RED, YELLOW, GREEN

INSTALL ALL SIGNS AND PAVEMENT MARKINGS, AS INDICATED ON

MINIMUM OF 2 FEET BEHIND THE FACE OF CURB.

INSTALL SIGNAL SUPPORTS AND POST MOUNTED SIGNAL HEADS A

FEET NOR MORE THAN 17 FEET ABOVE THE ROADWAY.

INSTALL SIGNAL HEADS AND SIGNS WITH BOTTOMS NOT LESS THAN 16

OF THE SIGNAL HEADS.

OF OVERHEAD UTILITIES THAT MAY INTERFERE WITH CLEAR VISION

THE PERMITTEE IS RESPONSIBLE FOR COORDINATING ANY RELOCATION

COMPANIES TO RESOLVE ANY CONFLICTS.

UTILITIES. PRIOR TO CONSTRUCTION CONSULT WITH UTILITY

287, AS AMENDED, PREVENTION OF DAMAGE TO UNDERGROUND

UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF ACT

THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING,

CARD RACK TO BE NEMA TYPE 7-T.

EXTENSIONS AND DELAYS TO ALL INDIVIDUAL LOOPS.

THE CONTROLLER TIMER WHICH WILL PROVIDE THE CAPABILITY OF

EACH LOOP MUST BE ASSIGNED TO A SEPARATE DETECTOR INPUT IN

CONSIDERED PART OF THE PERMIT, UNLESS OTHERWISE INDICATED.

PAVEMENT MARKINGS INDICATED ON THIS DRAWING, WHICH ARE

THE PERMITTEE MAINTAINS ALL SIGNS IN THE SIGN BLOCK AND ALL

OF THE PERMITTEE.

SIGNALS, INCLUDING TRIMMING OF TREES, IS THE RESPONSIBILITY

ALL MAINTENANCE NECESSARY FOR THE PROPER VISIBILITY OF THESE

ENGINEER.

PRIOR APPROVAL IS GRANTED IN WRITING BY THE DISTRICT TRAFFIC

NO MODIFICATION OF THIS INSTALLATION IS PERMITTED UNLESS

(PUB 149).

TC-8800 SERIES (PUB 148), AND TRAFFIC SIGNAL DESIGN HANDBOOK

SPECIFICATIONS (PUB 408), TRAFFIC STANDARDS TC-8700 AND

REGULATIONS ON OFFICIAL TRAFFIC CONTROL DEVICES (PUB 212)

ACCORDANCE WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

INSTALL, OPERATE AND MAINTAIN THIS TRAFFIC SIGNAL IN

MOVEMENT, SEQUENCE AND TIMING CHART

INTERVAL

SIGNAL

MAST ARM 1

5PED POLE

BLOWUP

N.T.S

MAST ARM 4

9PED POLE

BLOWUP

N.T.S

MAST ARM 3

7PED POLE

BLOWUP

N.T.S

MAST ARM 2

6PED POLE

BLOWUP

N.T.S

C/3"

C/2"

SCALE FEET

50250

1-27-69

FAIL SAFE A

FAIL SAFE B

FAIL SAFE C

FAIL SAFE D

OFF

RETROREFLECTIVE BORDER

BLACK FINISH AND HAVE A 2-INCH FLORESCENT YELLOW

BACKPLATES SHALL BE ONE-PIECE ALUMINUM, HAVE NON-REFLECTIVE

TO BE REMOVED

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0260 OFFSET 0624

STA 969+08

SR 6011 SECTION GLG

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0260 OFFSET 0199

STA 964+76

SR 6011 SECTION GLG

SR 6011 (GREEN RIDGE STREET)

SR 3025 (WYOMING AVE)

LIMIT OF WORK/START WORK

R10-3ER

R10-3EL

LACKAWANA COUNTY

CITY OF SCRANTON

SEGMENT 0050 OFFSET 0500

SR 3025 SECTION GLG

L A

C K

A W

U N

T Y

C I

C R

A N

T O

S E

G M

E N

F S

E T

S R

E C

T I

LIMIT OF WORK/STOP WORK

LIMIT OF WORK/START WORK

L I

R K

S T

R K

RADIO ANTENNA1

36'

S P

M I

S P

M I

SPEED LIMIT 30 MPH

SR 6011 (GREEN RIDGE ST)

S R

W Y

O M I

DY/4"

D Y

SIDEWALK

S I

D E

W A

L K

S I

D E

W A

L K

G N

T H

L E

CC11

-3.5% APPROACH GRADE

P R

O A

A D

5.4% APPROACH GRADE

P R

O A

A D

CAPOUSE AVE

NEXT SIGNAL 800'

N WASHINGTON AVE

NEXT SIGNAL 400'

L A

N E

G N

A L

DY/4" 967 966 965968969

L E

G H

O F

W A

L E

G H

O F

W A

Y L

E G

G H

O F

W A

L E

G H

O F

W A

LEGAL RIGHT-OF-WAY

7'x30'

30'

25'

A V4

B V2

DY/4"

W/6"1

DY/4"

W/6"

18'18'

18' 18'

D Y

REMOVED

TO BE

C C

TO BE REMOVED

B A

(TYP.)

W/24"

H I

TO BE REMOVED

REMOVED

TO BE

TO BE REMOVED

M O

V E

T Y

TO BE REMOVED

REMOVED

TO BE

M A

R K I

N G

E X I

S T I

MARKINGS

MATCH EXISTING

TO BE REMOVED

2 (TYP)

SEE NOTE

TO BE REMOVED

CC1

SIDEWALK

16B

9 9

15A

MARKINGS

EXISTING

MATCH

P r o j e c t s

P a d o t

E e g d e r s

W O r a n t o n a n s

G r a p h i c s p l o t g

W y o m i n g a e d g e d g n

O C

REGISTERED

PE071345

ENGINEER

C O

ONWEALTH

O F

E N

N SYLVA

N I

CHRISTOPHER WILLIAM MAY

TRAFFIC SIGNAL CONSTRUCTION PLAN

4-0 --- OF 13---LACKAWANNA

CITY OF SCRANTON

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

PERMIT NO.

DATE REVISED: DATE ISSUED:

APPROVED:

MUNICIPAL OFFICIAL DATE

RECOMMENDED:

DISTRICT TRAFFIC ENGINEER DATE

COUNTY:

MUNICIPALITY:

INTERSECTION:

LACKAWANNA

SCALE FEET

25 50

CITY OF SCRANTON

PROPOSED WORK ONLY

SHEET OF

PROFESSIONAL

60'

11/21/2023

WIRING DIAGRAM

CONSTRUCTED AND PAID FOR.

(BOLD) ITEMS. ONLY THOSE ITEMS TABULATED ARE TO BE

1. PLANS ILLUSTRATE BOTH EXISTING (SCREENED) AND PROPOSED

CONTROLLER CABINET

1 11 IDENTIFYING NUMBER

SIGNAL HEAD AND PEDESTRIAN HEAD/

JUNCTION BOX/ IDENTIFYING NUMBER

12V2

122B

12211

12214

2214 1

14 2L1 6 11

2 3 3 561

2 31 3 V3

2 31

41 4

41 9

4 1

7C/14

3C/14

7C/14

3C/14

5C/14

CABLE (NO. OF CONDUCTORS/SIZE AWG)3C/14

DETECTOR/IDENTIFYING NUMBER

PEDESTRIAN PUSH BUTTON

0956-0801 OPTICAL PREEMPTION SYSTEM

CABLE IS INCIDENTAL TO ITEM NUMBER

0956-0700 VIDEO DETECTOR

CABLE IS INCIDENTAL TO ITEM NUMBER

IDENTIFYING NUMBER

TRAFFIC SIGNAL SUPPORT/ PEDESTRIAN STUB POLE/

FAIL-SAFE LAMP/ IDENTIFYING LETTER

PREEMPTION SENSOR/ PREEMPTION

LUMINAIRE/ IDENTIFYING LETTER & NUMBER

& NUMBER

VIDEO DETECTOR/ IDENTIFYING LETTER

13.

12.

11.

10.

EMERGENCY PREEMPTION NOTES

2+6

PREEMPTION

EMERGENCY

CLEARANCE

SELECTIVE

2+6

EMERGENCY

PREEMPTION SEQUENCE

4+8

EMERGENCY PREEMPTION.

TO GIVE UNCODED EMITTERS THE ABILITY TO ACTIVATE THE

IT IS RECOMMENDED TO HAVE THE ZERO "00" FEATURE ON

FROM NEARBY MUNICIPALITIES WITH DIFFERENT EMITTERS,

THE NEED TO ALLOW PREEMPTION BY EMERGENCY VEHICLES

CAPABILITIES FOR VEHICLE IDENTIFICATION AND THERE IS

IF THE PREEMPTION EQUIPMENT HAS ENCODING

VERIFYING THE DIAMETER(S).

DEVICE WIRE, BUT THE CONTRACTOR IS RESPONSIBLE FOR

ADEQUATE SIZE TO HANDLE THE ADDITIONAL PREEMPTION

MANUFACTURER'S SPECIFICATION. MOST CONDUITS ARE

ORDER TO ACHIEVE PROPER OPERATION ACCORDING TO THE

RESPONSIBLE FOR LOCATING THE RECEIVING DEVICE(S) IN

APPROACHES OF THE INTERSECTION. THE CONTRACTOR IS

WIRELESS PREEMPTION WILL BE PROVIDED FOR ALL

FIRST SERVE" OPERATION.

ESTABLISHED.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 11, 2025.