2-02 Lower Gwnedd Signal Plans.pdf

PDF 10 MB Posted Oct 28, 2026

Attached to: Lower Gwynedd Township Traffic Signal Maintenance
Solicitation number: US.260533
Issued by: Montgomery County, Pennsylvania

About this file

Written by GovTribe AI · Nov 2, 2026

This document is a traffic signal design plan prepared by the Pennsylvania Department of Transportation (PennDOT) Engineering District 6-0 for Lower Gwynedd Township in Montgomery County, Pennsylvania, detailing signal specifications for the intersection of DeKalb Pike (State Route 0202) and Sumneytown Pike. The plan encompasses comprehensive traffic signal installation requirements including vehicular signal heads, pedestrian signals with countdown timers, lane control signs, and directional arrows positioned at multiple approaches. The design specifies 16-inch by 18-inch LED countdown pedestrian signals, 12-inch lens vehicular signals, various regulatory and directional signs with specific dimensions, and overhead street name signs for both roadways. The document includes detailed traffic volume data compiled from DVRPC 2020 data, showing peak hour movements ranging from 20 to 1,030 vehicles, along with pedestrian counts throughout a 12-hour period from 7:00 AM to 6:00 PM. The plan incorporates emergency pre-emption capabilities for both northbound and southbound approaches on DeKalb Pike and eastbound and westbound approaches on Sumneytown Pike, with fail-safe flashing white flood light devices. Signal timing diagrams indicate fixed coordination patterns with multiple phases (1 through 8) and maximum timing options, pedestrian-actuated clearance intervals, and adaptive signal control references to System Permit I-0004.

General notes emphasize that no modifications are permitted without prior written approval from PennDOT, with maintenance responsibilities assigned to the permittee including tree trimming for signal visibility. Installation requirements mandate post-mounted signals positioned minimum 2 feet behind curb faces with 8-foot minimum spacing between signal heads, overhead signals requiring 16-foot minimum vertical clearance, and all support structures rigidly mounted with backplates. The plan references compliance with PennDOT Traffic Signal Standards TC-8800 Series, Pennsylvania Act 287 underground utility protection requirements, and Form 408 specifications for curbing installation. Multiple revisions documented through 2024 reflect timing adjustments, pre-emption additions, phase number corrections, and updates to maximum signal timing for phases 4+8, with the latest modifications dated May 6, 2024. The document contains design details for both sign types and directional specifications, detectable warning surfaces at pedestrian crossing areas, and controller cabinet placement with video camera monitoring capabilities.

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S u m n eytow n P i ke

Norr i stown Rd

S u m n eytow n P i ke

Norr i stown Rd

B et h l e h em P i ke

MJS

Digitally signed by

MJS

Date: 2024.10.08 08:32:02 -04'00'

KPL Digitally signed by KPL Date: 2024.10.08 09:44:37 -04'00'

MJS Digitally signed by MJS

08:32:47 -04'00' KPL Digitally signed by KPL

09:44:55 -04'00'

MJS

Digitally signed by

MJS

Date: 2024.05.06 08:40:32 -04'00'

KPL

Digitally signed by

KPL

Date: 2024.05.06 09:40:41 -04'00'

MJS

Date: 2024.05.06 08:40:53 -04'00'

KPL

Digitally signed by

KPL

Date: 2024.05.06 09:40:59 -04'00'

R Y G

R Y G 2

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SUMNEYTOWN PIKE

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SIGN TABULATION

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SIZE

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DESCRIPTION

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LEFT LANE MUST TURN LEFT

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RIGHT LANE MUST TURN RIGHT

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LEFT TURN SIGNAL

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NO TURN ON RED

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NO PEDESTRIAN CROSSING

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SERIES NUMBER

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PLAN SYMBOL

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12" LENS

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35 MPH +2.52%

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35 MPH -0.28%

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NO SIGNAL WITHIN ONE MILE

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SUMNEYTOWN PIKE

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40 MPH +2.20%

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NEAREST SIGNAL 3,575' AT EVANS ROAD

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OVERHEAD STREET NAME - DEKALB PIKE

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EDUCATIONAL PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER-LEFT

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EDUCATIONAL PUSH BUTTON FOR WALK SIGNAL WITH COUNTDOWN TIMER-RIGHT

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SIGNALS TO BE EQUIPPED W/TUNNEL VISORS

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AutoCAD SHX Text %%uSIGNAL INDICATIONS%%U

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S.R. 0202, SEG. 0284, OFF. 1155 S.R. 0202, SEG. 0285, OFF. 1150

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OVERHEAD STREET NAME - SUMNEYTOWN PIKE

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YIELD

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DO NOT ENTER

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LEGAL RIGHT-OF-WAY LINE FOR COUNTY ROAD

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12" LENS

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MATCH LINE A

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LEFT TURN YIELD ON FLASHING YELLOW ARROW

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12" LENS

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12" LENS

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RIGHT TURN SIGNAL

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LANE USE CONTROL (L-S-SR)

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12. 6 PM TO 7 PM

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11. 5 PM TO 6 PM

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10. 4 PM TO 5 PM

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9. 3 PM TO 4 PM

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8. 2 PM TO 3 PM

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7. 1 PM TO 2 PM

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4. 10 AM TO 11 AM

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3. 9 AM TO 10 AM

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2. 8 AM TO 9 AM

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1. 7 AM TO 8 AM

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PED

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PED

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5. 11 AM TO 12 PM

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6. 12 PM TO 1 PM

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PED

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BUILD FORECAST

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DEKALB PIKE (SR 0202)

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DEKALB PIKE (SR 0202)

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DVRPC 2020

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TRAFFIC VOLUMES

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SUMNEYTOWN PIKE

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SUMNEYTOWN PIKE

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40 MPH -2.20%

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LEGAL RIGHT-OF-WAY LINE

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ADDED PRE-EMPTION & SIGNS K,L,N

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ADDED PRE-EMPTION & SIGNS K,L,N

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TIMING REVISIONS & REMOVED "WAIT FOR GREEN" SIGN

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REVISED TIMINGS, PRE-EMPT NOTES

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PAI

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JLH

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KPL

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SR 0202-65S AS-BUILT

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NEAREST SIGNAL 4,155' AT HANCOCK ROAD

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NEAREST SIGNAL 3,405' AT SCHOOL HOUSE ROAD

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CRAIG MCANALLY

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HIGHWAY GOTHIC 12" UPPERCASE 9" LOWERCASE

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NOT TO SCALE

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GENERAL NOTES

AutoCAD SHX Text NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF THE DEPARTMENT OF TRANSPORTATION. ALL MAINTENANCE WORK INCLUDING TRIMMING OF TREES, NECESSARY FOR PROPER VISIBILITY OF THE SIGNALS IS THE RESPONSIBILITY OF THE PERMITTEE. ALL SIGNS AND PAVEMENT MARKINGS INDICATED ON THIS DRAWING ARE CONSIDERED PART OF THE PERMIT AND SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH PUBLICATION NO. 212. POST MOUNTED SIGNALS SHALL BE INSTALLED WITH THE SIGNAL HEADS A MINIMUM OF 2 FEET BEHIND THE FACE OF CURB OR THE EDGE OF THE SHOULDER. SUPPORT POLES FOR OVERHEAD SIGNALS SHALL ALSO HAVE A MINIMUM CLEARANCE HORIZONTALLY OF 2 FEET. SIGNALS ERECTED OVER THE ROADWAY SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 16 FT. ABOVE THE ROADWAY. POST MOUNTED SIGNALS SHALL BE A MINIMUM OF 8 FT. ABOVE THE SIDEWALK OR PAVEMENT. ALL OVERHEAD SIGNALS MUST BE RIGIDLY MOUNTED, TOP AND BOTTOM, AND EQUIPPED WITH BACKPLATES. THE MINIMUM HORIZONTAL DISTANCE BETWEEN SIGNALS MEASURED AT RIGHT ANGLES TO THE APPROACH SHALL BE 8 FEET. EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO INSTALLATION BY A REPRESENTATIVE OF PENNDOT. CURBING TO BE INSTALLED BY MUNICIPALITY AND WHERE NOTED, SHALL BE PLAIN CEMENT CONCRETE CURB OR GRANITE CURB, INSTALLED IN ACCORDANCE WITH DEPARTMENT SPECIFICATIONS FORM 408. PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES. THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF THE LATEST AMENDMENT TO ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES, DATED DECEMBER 20, 1974. WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST CONFORM TO FORM 408 AND A COPY OF THE PROPOSED SPECIFICATIONS MUST BE SUBMITTED TO THE DISTRICT TRAFFIC UNIT FOR REVIEW PRIOR TO BIDDING. PERMITTEE SHALL OBTAIN A HIGHWAY OCCUPANCY PERMIT FOR ANY CHANGES IN INTERSECTION GEOMETRY REGARDING EXCAVATION. CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.

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ENGINEERING DISTRICT 6-0

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MONTGOMERY

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LOWER GWYNEDD TOWNSHIP

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DEKALB PIKE (SR 0202)

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AND SUMNEYTOWN PIKE

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SCALE IN FEET

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DETECTABLE WARNING SURFACE

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CONTROLLER CABINET

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MARK L. KRAY

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DOUGLAS W. MAY, P.E.

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DEKALB PIKE (S.R. 0202)

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DEKALB PIKE (S.R. 0202)

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TIMING REVISIONS & REMOVED "WAIT FOR GREEN" SIGN

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REVISED TIMINGS, PRE-EMPT NOTES

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DEKALB PIKE (SR 0202)

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AND SUMNEYTOWN PIKE

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CRAIG MCANALLY

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VIDEO CAMERA

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CONTROLLER CABINET

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DEKALB PIKE (S.R. 0202)

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MARK L. KRAY

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DOUGLAS W. MAY, P.E.

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SR 0202-65S AS-BUILT

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REVISE PHASE NUMBERS TO, MATCH FIELD CONDITIONS

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ADDED PRE-EMPTION & SIGNS K,L,N

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ADDED PRE-EMPTION & SIGNS K,L,N

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TIMING REVISIONS & REMOVED "WAIT FOR GREEN" SIGN

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REVISED TIMINGS, PRE-EMPT NOTES

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MLK

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MLK

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DLA

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DLA

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DWM

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WJE

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ABP

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ABP

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PHASE

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INTERVAL

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SIGNALS

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FIXED

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MINIMUM

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FLASHING

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EMERGENCY

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OFF

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OFF

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MAXIMUM I

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MAXIMUM II

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PEDESTRIAN*

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MEMORY

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MOVEMENT, SEQUENCE, AND TIMING DIAGRAM

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* UPON PEDESTRIAN ACTUATION ONLY, OTHERWISE HAND SYMBOL AT ALL TIMES.

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AutoCAD SHX Text REFER TO SYSTEM PERMIT #I-0004 FOR TRAFFIC ADAPTIVE OPERATION. # PHASE PASSAGE CALCULATED BY TRAFFIC ADAPTIVE PROCESSOR. - PHASE SEQUENCE SELECTED BY TRAFFIC ADAPTIVE PROCESSOR.

AutoCAD SHX Text %%uOPERATION NOTES%%U

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1 IF FOLLOWED BY 2+5

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2 IF FOLLOWED BY 1+6

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3 G IF FOLLOWED BY 2+6

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6 G IF FOLLOWED BY 4+8

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8 G IF FOLLOWED BY 4+7

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7 IF FOLLOWED BY 1+6

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CONTROLLER TO DWELL IN PHASE 2+6 UNTIL ACTUATED BY PHASE 4+8.

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PHASE 3+8 SHALL NOT FOLLOW PHASE 4+8

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PHASE 4+7 SHALL NOT FOLLOW PHASE 4+8.

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4 IF FOLLOWED BY 3+8

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5 IF FOLLOWED BY 4+8

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10 M IF FOLLOWED BY 4+8

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9 M IF FOLLOWED BY 2+6

AutoCAD SHX Text TIMING WILL BE AS SHOWN IN PHASE 4+8. IT MAY TIME OUT IN THIS PHASE OR PHASE 4+8.

AutoCAD SHX Text TIMING WILL BE AS SHOWN IN PHASE 2+6. IT MAY TIME OUT IN THIS PHASE OR PHASE 2+6.

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SELECTIVE CLEARANCES

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AutoCAD SHX Text %%uPRE-EMPTION PHASING NOTES:%%U

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SIGNAL TO INDICATE G WHEN RETURNING TO NORMAL OPERATION

AutoCAD SHX Text NOTE: IF PRE-EMPTION EQUIPMENT HAS ENCODING CAPABILITIES FOR VEHICLE IDENTIFICATION, IT IS RECOMMENDED TO HAVE THE ZERO "00" FEATURE ON, TO GIVE UNCODED EMITTERS THE ABILITY TO ACTIVATE THE EMERGENCY PRE-EMPTION.

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DURATION OF PRE-EMPTION

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SELECTIVE CLEARANCES

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SELECTIVE CLEARANCES

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AutoCAD SHX Text %%uEMERGENCY PRE-EMPTION NOTES:%%U

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1. 2. 3. 4. 5. 6. 7. 8. 9.

AutoCAD SHX Text CONTROLLER TO BE EQUIPPED WITH EMERGENCY PRE-EMPTION FOR THE NORTHBOUND AND SOUTHBOUND APPROACHES OF S.R. 202 (DEKALB PIKE) AND THE EASTBOUND AND WESTBOUND APPROACHES OF SUMNEYTOWN PIKE WITH A FAIL SAFE DEVICE FOR EACH DIRECTION OF OPERATION. THE FAIL SAFE DEVICE SHALL CONSIST OF A FLASHING WHITE FLOOD LIGHT, AND SHALL BEGIN FLASHING WHEN THE PRE-EMPTION PHASE DISPLAYS PRE-EMPTION GREEN FOR THE EMERGENCY VEHICLE APPROACH. THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE, SHALL TERMINATE ALL GREEN INDICATIONS IMMEDIATELY, EXCEPT THE GREEN INDICATIONS FOR THE PHASE GOVERNED BY THE APPROACHING EMERGENCY VEHICLE, FOLLOWED BY SELECTIVE CLEARANCES DEPENDENT UPON THE PHASE IN WHICH THE PRE-EMPTION OCCURS. THE GREEN INDICATIONS FOR THE PRE-EMPTED PHASE SHALL REMAIN GREEN FOR THE DURATION OF SIGNAL PRE-EMPTION AND RED INDICATIONS DISPLAYED FOR ALL OTHER PHASES. ANY FLASHING YELLOW ARROW INDICATIONS FOR THE PRE-EMPTED PHASE SHALL REMAIN FLASHING YELLOW ARROW DURING THE ENTRY ROUTINE FOLLOWED BY GREEN ARROW FOR THE DURATION OF SIGNAL PRE-EMPTION. ANY FLASHING YELLOW ARROW INDICATIONS FOR THE PHASE OPPOSITE THE PRE-EMPTED PHASE SHALL REMAIN FLASHING YELLOW ARROW DURING THE ENTRY ROUTINE AND FOR THE DURATION OF SIGNAL PRE-EMPTION. THE SIGNALS, WHEN ACTIVATED BY EMERGENCY VEHICLE SHALL TIME OUT ALL YELLOW AND RED INDICATIONS, FOLLOWED BY THE GREEN INTERVAL OF THE PRE-EMPTION PHASE GOVERNED BY THE APPROACHING EMERGENCY VEHICLE. IF THE SIGNALS WERE ACTIVATED BY A PEDESTRIAN PUSH BUTTON AND THE SIGNAL IS PRE-EMPTED, THE PEDESTRIAN WALK (MAN) INTERVAL SHALL TERMINATE IMMEDIATELY AND THE PEDESTRIAN CLEARANCE (CLEAR FLASHING HAND AND COUNTDOWN TIMER) INTERVAL SHALL TIME OUT THIS INTERVAL FOLLOWED BY THE APPROPRIATE SELECTIVE CLEARANCES BEFORE GOING INTO EMERGENCY PRE-EMPTION. IF THE SIGNALS, WHEN ACTIVATED BY AN EMERGENCY VEHICLE, ARE FLASHING ALL SIGNALS SHALL REMAIN FLASHING. IF ADDITIONAL PRE-EMPTION PHASES ARE ACTIVATED WHILE IN PRE-EMPTION, THE ORIGINAL PRE-EMPTION PHASE SHALL TIME OUT BEFORE PROCEEDING TO THE NEXT PRE-EMPTION PHASE. UPON COMPLETION OF PRE-EMPTION, PHASE 2,4,6 OR 8 IN RETURNING TO NORMAL OPERATION, PHASE 2+6 INTERVAL 11 SHALL FOLLOW. IN EMERGENCY PRE-EMPTION, NO PRIORITY SHALL BE ESTABLISHED, PRE-EMPTION SHALL BE A "FIRST COME, FIRST SERVE" OPERATION. LOCATION OF EMERGENCY VEHICLE DETECTORS ARE TO BE FIELD ADJUSTED TO ACHIEVE THE MAXIMUM OPERATION.

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PRE-EMPTION PHASING

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SHEET OF

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CRAIG MCANALLY

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MARK L. KRAY

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DOUGLAS W. MAY, P.E.

AutoCAD SHX Text 1/8/97

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PAI

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PAI

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JLH

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KPL

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TTI

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SR 0202-65S AS-BUILT

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REVISE PHASE NUMBERS TO, MATCH FIELD CONDITIONS

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KPL

AutoCAD SHX Text 7/25/17

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KPL

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DLA

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AutoCAD SHX Text 8/17/17

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UPDATED MAX TIMINGS FOR PHASE 4+8

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EJR

AutoCAD SHX Text 5/22/18

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KPL

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DLA

AutoCAD SHX Text 6/18/18

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MJS

AutoCAD SHX Text 5/6/24

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KPL

MJS Digitally signed by MJS Date: 2023.10.23 07:53:01 -04'00' KPL Digitally signed by KPL

Date: 2023.10.23 10:03:04 -04'00'

Old Pk

Penllyn

TrewellynAve Penllyn

TrewellynAve OldPenllynPk

MJS Digitally signed by MJS Date: 2026.05.14

12:14:12 -04'00' KPL

Digitally signed by

KPL

Date: 2026.05.14 14:26:48 -04'00'

MJS

Digitally signed by

MJS

Date: 2026.05.14 12:14:38 -04'00'

KPL

Digitally signed by

KPL

Date: 2026.05.14 14:27:07 -04'00'

S u m n eyt ow n P i ke

We l l i n g to n D r We l l i n g to n D r

S p r i n g h o u se Ct rS h o p p i n g

KPL

Digitally signed by

KPL

Date: 2023.03.08 16:06:16 -05'00'

ABP

Digitally signed by

ABP

Date: 2023.03.16 11:32:21 -04'00'

KPL

Date: 2023.03.08

16:06:34 -05'00' ABP

Digitally signed by ABP Date: 2023.03.16 11:32:41 -04'00'

Welsh Rd

Evans Rd

5/15/2025

MJS

Digitally signed by

MJS

Date: 2025.06.17 09:20:55 -04'00'

KPL Digitally signed by KPL Date: 2025.06.17 11:59:27 -04'00'

File details come from the government source that posted it. Updated Nov 2, 2026.