16-10 Schuylkill Rd-Nutt Rd Signal System Permit I-0053.pdf
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- Attached to
- Traffic Signal Maintenance Contract
- Solicitation number
- Not on record
- Issued by
- Schuylkill County, Pennsylvania
About this file
This document is a comprehensive Traffic Signal System Interconnect Permit for the Pennsylvania Department of Transportation (PennDOT), Engineering District 6-0, covering Phoenixville Borough, East Pikeland Township, and Schuylkill Township in Chester County. The permit details a traffic signal system spanning multiple intersections along various state routes (SR 0023, SR 0029, SR 0113, SR 1005, SR 1018, SR 1036) with a total of 23 intersections organized into six subsystems. The system is designed using Siemens TACTICS software and utilizes fiber optic primary coordination with TBC (Time Base Coordination) as a backup. The interconnect permit was originally issued on December 8, 2010, and has undergone multiple revisions through 2025, including lane configuration adjustments, timing modifications, and the addition of new intersections.
The traffic signal system employs sophisticated timing programs that vary based on day and time, including weekday AM, mid-day, PM, and weekend configurations. Each intersection is equipped with loop and video detection systems, and the master controller is located strategically to optimize traffic flow. The system supports multiple phases at each intersection, with detailed offset and cycle length specifications. Primary communication is via fiber optic networks, with provisions for maintaining master controller communication and implementing system revisions. The document includes extensive technical notes requiring precise installation standards, utility coordination, and adherence to PennDOT traffic signal standards, ensuring a comprehensive and flexible traffic management approach across the specified municipal areas.
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(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
INTERCONNECT PERMIT #
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATE
NO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
GENERAL NOTES
SHEET 1 OF 9
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
I-0053
1a
(SR 0023)
RIDGE ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
E A
S T
P
IK
E L
A N
D
T O
W N
S H
IP
S C
H U
Y L
K
IL
L
W N
S H
IP
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H U
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IL
L
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W N S H
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P
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IL
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ROADKIM
BERTON
S R
ROAD/
SR
KIM
BERTON
D R
IV
E P
R
IV
A
E
R
A D
R A
P P
S
A
M
A D
R A
P
1036)
(SR
ROAD
POTHOUSE
A C
C E S S
S H
O P P
IN
C
N T
W N
S
IP
A D
S
R
R O
A D
T O
W N
S
2,1
0'
NOT-TO-SCALE
GENERAL MAP
M A
N A
V O
N
S
T R
E E
T
(S R
S T A
R R
S T R E E T
,8
FI
FT
H
A
V E N
U E
S T R E E T
S T A R R
1, 5'
JA
C
O B S
TR
EET
A T
W A
LN
U T
STR
EET/
N
EA
R
ES
T
SI
G N
A L
2, 2'
B R
ID
G E
STR
EET
(S R
9)
B R
ID
G E
STR
EET
0'
STREET
STARR
S T R E E T
M A
IN
(S R
G A
Y
S T R E E T
SCHUYLKI
LL
T
OWNSHI
P
BOROUGH
OF
PHOENI
XVI
LL
E
S C
H U
Y L
K
W N
S H
IP
B O
R O
U
P
H O
E N
IX
V
IL
L E
N A
V O
N
S T R E E T
N E A
R E S T
S
IG
N A L
,2
S
R
S T
R E
E T
M A
N A
V
S
R
F E
R R
Y
L
A N
E
R O
A D
S
R
C O
U N
T
Y
U B
(SR 0023)
VALLEY FORGE ROAD
AT
FE
RRY
LANE
NEARES
T
SIG
NAL
3,5
2,560'
(S R
PAWLIN
GS
ROAD
(S R
VALL
EY
FORGE
ROAD
R O
A
W
IT
R S
E
S
R
W H
R
A D
1,650'9
S T R E E T
S T A R R
1,280'
M A
IN
S T R E E T
S
R
M A
IN
S
T R
E E
T
1,026'
S T
R E
E T
G A
Y
S T R E E T
G A
Y
676'
A V
E N
U E
L
IN
C O
L N
A V
EN
U E
FO
U R
THA
V E N
U E
L
IN
C O L N
(SR 0
)NUTT
ROAD
W
IT
E
N O
S
IG
N A
L
STR
EET
C H
U R C
H
B R
ID
G E
S
T R
E E T
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B R
ID
G E
S T R E E T
S T
R E
E T
M E
L L
O N
K
IM
B E
R T
A D S
R
660'
C E
N T
IV
E W
A Y
P H
O E
N
IX
V
IL
W N
697'
C E
N T
IV
E W
A Y
P H
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N
IX
V
IL
W N
S Q
U A
R E
K
IM
B E
R T
O N
M A
IV
E
V A
L L E
Y
F
O R
G E
(SR
0724)
R O
A D
SC
H
U
YLK
ILL
1,700'
ROADMOWERE
R O
A D
R A P
M
M A
T C
H L
A
M A
T C
H L
A
2,750'
,2
G A
Y
S T R E E T
S T R E E T
M A
IN
3,5
4,705'
L
A D
T O
W N
S
2a 1,323' f5 f8 f6 f4
P H
A N
T
Y
1535' f4 f8 f6
T R
O T
T E
W POTHOUSE RD
(S.R. 1036)
W POTHOUSE RD
(S.R. 1036)
S T
A
A D
S .R
E POTHOUSE RD
(S.R. 1036)
H A
LLO
W E
LL
A V E f
AT CHARLESTOWN ROAD
NEAREST SIGNAL 2990'
AT WHITE HORSE ROAD
NEAREST SIGNAL 3259'
W
IT
E
IG
N
23 22 f2
W
IT
E
N
E
N O
S
IG
N
(SR 0023)
SCHUYLKILL ROAD
1,420'
BLVD
CROSS
OVER
LUTZ 6/13/16 APatel 6/13/16 f7 f1 f5 f2
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
1a SCHUYLKILL RD (SR 0724) AND RIDGE RD (SR 0023)/CROSSOVER BLVD 3903 110 100 110
NUTT RD (SR 0023) AND BRIDGE ST*
SCHUYLKILL RD (SR 0023) AND PHOENIXVILLE TOWN CTR DRIVEWAY
NUTT RD (SR 0023) AND KIMBERTON RD/SR 0113/PHOENIXVILLE TOWN CTR
SCHUYLKILL RD (SR 0023) AND KIMBERTON SQ/VALLEY FORGE MALL DR
1 SCHUYLKILL RD (SR 0023) AND RAPPS DAM RD/MOWERE RD
FILE # 32
PROGRAM CYCLE LENGTHSUBSYSTEM 1
INTERSECTION
INTERSECTION
SUBSYSTEM 2
2FILE # 1 3
STARR ST (SR 0029) AND MANAVON ST/FIFTH AVE
VALLEY FORGE RD (SR 0023) AND WHITE HORSE ROAD
NUTT RD (SR 0023) AND STARR ST/JAMES DR
NUTT RD (SR 0023) AND MAIN ST/MANAVON ST*
NUTT RD (SR 0023) AND GAY ST
NUTT RD (SR 0023) AND LINCOLN AVE/FOURTH AVE
6 0587
FILE #
VALLEY FORGE RD (SR 0023) AND FERRY LN/COUNTRY CLUB RD*
VALLEY FORGE RD (SR 0023) AND PAWLINGS RD
INTERSECTION
SUBSYSTEM 3
21 KIMBERTON RD/SR 0113 AND TOWNSHIP LINE RD*
KIMBERTON RD/SR 0113 AND POTHOUSE RD
KIMBERTON RD/SR 0113 AND RAPPS DAM RD
KIMBERTON RD/SR 0113 AND PRIVATE DR
INTERSECTION
FILE #
SUBSYSTEM 4
17 BRIDGE ST AND STARR ST*
BRIDGE ST AND MAIN ST
BRIDGE ST AND GAY ST
BRIDGE ST AND CHURCH ST
INTERSECTION FILE #
SUBSYSTEM 5
110 100 110
110 60
60110
* DENOTES MASTER INTERSECTION
SCHUYLKILL RD (SR 0023) AND TOWNSHIP LINE ROAD2a 2614
INTERSECTION FILE #
SUBSYSTEM 6
2270W POTHOUSE RD & STATE RD/HALLOWELL AVE
W POTHOUSE RD & PHANTOM WAY/TROTTERS DR 3884
110 100 110 100 100
110 100 110 100 100
110 100 110 100 100
110 100 110 100 100
110 100 110 100 100
110 100 110 100 100
100 100
100 100
100 100
100 100
100 100
110 100 110
110 100 110
110 100 110
110 100 110
110 100 110
PROGRAM CYCLE LENGTH
60 60
60 60
4 5
PROGRAM CYCLE LENGTH
PROGRAM CYCLE LENGTH
PROGRAM CYCLE LENGTH
PROGRAM CYCLE LENGTH
120 100
100 100120
100120 100 100
120 100 100 100120
70 7060 70 80
321 4 5
321 4 5
321 4
70 7060 70 80
70 7060 70 80
70 70120 70 80
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM
D R
IV
E
J A
M
4/22/22
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CHANGES IN INTERSECTION GEOMETRY REGARDING EXCAVATION.
PERMITTEE SHALL OBTAIN A HIGHWAY OCCUPANCY PERMIT FOR ANY
FOR REVIEW PRIOR TO BIDDING.
SPECIFICATIONS MUST BE SUBMITTED TO THE DISTRICT TRAFFIC UNIT
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
9 REVISE AND RETIME INT. #10 TPD
10 REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
,2
2,125'
MEW
Digitally signed by
MEW
Date: 2025.10.09 16:04:32 -04'00'
SM Digitally signed by SM Date: 2025.10.10 11:00:11 -04'00'
NOT TO SCALE
ROAD
RAPPS
DAM
ROAD
MOWERE
,7
(S R
S C
H U
Y L K
IL
L
R
O A
D
R
A D
N E
A R
E S
T
S
IG
N A
L
,4
WI
THI
N
ONE
MI
LE
NO
SI
GNAL
WITHIN ONE MILE
NO SIGNAL
M A
LL
D
R
IV
E
VA
LL
EY
FO
R G E
S Q
U A R E
K
IM
B E R T O
N
C E
N T
IV
E W
A Y
P H
O E
N
IX
V
IL
L E
T
O W
N
1,323'
C E
N T
IV
E W
A Y
P H
O E
N
IX
V
IL
L E
T
O W
N
660'
(S R
3)
K
IM
B
ER
TO
N R
O A
D
5- 15-
5 5-7
5-3
5-4
S T R
E E T
M E L L O
N
STREETBRID
GE
S
TR
EET
B R
ID
G E
AT
HALL
S
TREET
NEARES
T
SIG
NAL
1,9
W
IT
H
IN
O
N E
M
IL
E
N O S
IG
N A L
AT LINCOLN AVENUE
NEAREST SIGNAL 2,750'
(SR 0023)
NUTT ROAD
W
IT
E
N O
S
IG
N A
L
3-
3-1
3-12
SCHUYLKILL TOWNSHIP
BOROUGH OF PHOENIXVILLE
3-11
3-3, 3-4
3-5, 3-6
3-7, 3-8
3-9, 3-10
2a
' 2 a a
R O
A D
T O
W N S H
IP
L
IN
E
4-6 4-5
4-4
4-1 4-2
4-3
1a
(S R
R
ID
G E R
O A
D
1a- 31a- 41a-
1a- 81a- 71a-a a
WITHIN ONE MILE
NO SIGNAL
W
ITH
IN
O
N E M
ILE
N O S
IG
N A L
SUBSYSTEM #1
,4
BLVD
CROSSOVER
1-2
1-3
1-
1-
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 2 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
LEGEND
PHASE
DETECTOR,
INTERSECTION X - LOOP NO. Y
O
X-Y
ZONE OF DETECTION
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
R A
D A R
R A
D A R
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
2,125'
MEW Digitally signed by MEW Date: 2025.10.09 16:04:50 -04'00' SM Digitally signed by SM
11:00:39 -04'00'
SYSTEM NOTES
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
PRIMARY COORDINATION: FIBER OPTIC
ROAD TO BRIDGE STREET
SCHUYLKILL ROAD/NUTT ROAD (SR 0724/0023) (7 INTERSECTIONS) - RIDGE ROAD/MOWERE
SYSTEM LIMITS :
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
AND BRIDGE STREET.
ROAD/NUTT ROAD (SR 0023). THE MASTER CONTROLLER IS LOCATED AT NUTT ROAD (SR 0023)
OFFSETS ARE REFERENCED TO THE BEGINNING OF TS2 - GREEN (FIRST GREEN) ON SCHUYLKILL
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF DAY) OR TBC BACKUP. 1.
2.
3.
4.
5.
66(LAG)
76(LAG)
13(LEAD)
NUTT RD (SR 0023) AND BRIDGE ST
SCHUYLKILL RD (SR 0023) AND PHOENIXVILLE TOWN CTR DRIVEWAY
NUTT RD (SR 0023) AND KIMBERTON RD/SR 0113/PHOENIXVILLE TOWN CTR
SCHUYLKILL RD (SR 0023) AND KIMBERTON SQ/VALLEY FORGE MALL DR 13(LEAD)
40(LAG)
40(LEAD)5
65(LAG)
29(LAG)
1 SCHUYLKILL RD (SR 0023) AND RAPPS DAM RD/MOWERE RD
2441 28 97
OFFSET 1
FILE #
CYCLE
8765432
PHASEPROGRAM 1 = WEEKDAY AM
INTERSECTION
15(LEAD)
28(LEAD) 13(LEAD) 13(LEAD)
14(LEAD)
40(LAG)
55(LAG)
62(LAG)
66(LAG)
85 28
29(LAG)13(LEAD)
26(LEAD)
19(LEAD)
INTERSECTION
PROGRAM 2 = WEEKDAY MID/EVENING
2FILE #
SCHUYLKILL RD (SR 0023) AND RAPPS DAM RD/MOWERE RD1
51(LAG)
32(LAG)
SCHUYLKILL RD (SR 0023) AND KIMBERTON SQ/VALLEY FORGE MALL DR
NUTT RD (SR 0023) AND KIMBERTON RD/SR 0113/PHOENIXVILLE TOWN CTR
SCHUYLKILL RD (SR 0023) AND PHOENIXVILLE TOWN CTR DRIVEWAY
NUTT RD (SR 0023) AND BRIDGE ST
15(LEAD)
68(LAG)
54(LAG)
13(LEAD) 29(LAG)
54(LAG)
56(LAG)
45(LAG)
39(LAG)
13(LEAD)
PHASE
3 4 5 6 7 8
CYCLE OFFSET 1
29(LAG)
31(LEAD)
13(LEAD)
12(LEAD)
15(LEAD)
SCHUYLKILL RD (SR 0023) AND RAPPS DAM RD/MOWERE RD1
SCHUYLKILL RD (SR 0023) AND KIMBERTON SQ/VALLEY FORGE MALL DR
NUTT RD (SR 0023) AND KIMBERTON RD/SR 0113/PHOENIXVILLE TOWN CTR
SCHUYLKILL RD (SR 0023) AND PHOENIXVILLE TOWN CTR DRIVEWAY
NUTT RD (SR 0023) AND BRIDGE ST
INTERSECTION
PROGRAM 3 = WEEKDAY PM
17(LEAD)26(LEAD)
15(LEAD)
2FILE #
70(LAG)
42(LAG)
9(LEAD)
78(LAG)
80(LAG)
13(LEAD) 29(LAG)
80(LAG)
64(LAG)
55(LAG)
50(LAG)
14(LEAD)
13(LEAD)
PHASE
3 4 5 6 7 8
CYCLE OFFSET 1
25(LAG)
35(LEAD)
9(LEAD)21
2a SCHUYLKILL RD (SR 0023) AND TOWNSHIP LINE ROAD 2614
2a 2614SCHUYLKILL RD (SR 0023) AND TOWNSHIP LINE ROAD
2a 2614SCHUYLKILL RD (SR 0023) AND TOWNSHIP LINE ROAD
74 1101a SCHUYLKILL RD (SR 0724) AND RIDGE RD (SR 0023)/CROSSOVER BLVD 3903 8874 22
3903 43 2956 3329 100
3903 51110
1a SCHUYLKILL RD (SR 0724) AND RIDGE RD (SR 0023)/CROSSOVER BLVD
1a SCHUYLKILL RD (SR 0724) AND RIDGE RD (SR 0023)/CROSSOVER BLVD
14(LEAD) 14(LEAD)22
28(LEAD) 15(LEAD)
62 26692622(LEAD) 15(LEAD)
70 40
MONDAY = DAY 1
WEEKLY PROGRAM CHART
REMARKSPROGRAMDAY TIMEEVENT
6,7 08:001
WEEKEND
6 3
19:00
22:00
1-5 06:00
10:001-5
15:00
1-5
1-5
1-5
6,7
6,7
19:00
22:00
WEEKEND
FREE
WEEKDAY AM
WEEKDAY MID
WEEKDAY PM
WEEKDAY EVENING
FREE
SUBSYSTEM 1
SCHUYLKILL RD (SR 0023) AND RAPPS DAM RD/MOWERE RD1
SCHUYLKILL RD (SR 0023) AND KIMBERTON SQ/VALLEY FORGE MALL DR
NUTT RD (SR 0023) AND KIMBERTON RD/SR 0113/PHOENIXVILLE TOWN CTR
SCHUYLKILL RD (SR 0023) AND PHOENIXVILLE TOWN CTR DRIVEWAY
NUTT RD (SR 0023) AND BRIDGE ST
INTERSECTION
PROGRAM 4 = WEEKEND
13(LEAD)26(LEAD)
19(LEAD)
2FILE #
51(LAG)
32(LAG)
9(LEAD)
68(LAG)
68(LAG)
13(LEAD) 29(LAG)
68(LAG)
56(LAG)
45(LAG)
39(LAG)
12(LEAD)
13(LEAD)
PHASE
3 4 5 6 7 8
CYCLE OFFSET 1
29(LAG)
31(LEAD)
9(LEAD)
2a SCHUYLKILL RD (SR 0023) AND TOWNSHIP LINE ROAD 2614
3903 331001a SCHUYLKILL RD (SR 0724) AND RIDGE RD (SR 0023)/CROSSOVER BLVD 43 29562928(LEAD) 15(LEAD)
73 27 73 100 53
14(LEAD)
16(LEAD)
14(LEAD)
15(LEAD)
6.
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 3 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW
Digitally signed by
MEW
Date: 2025.10.09 16:05:06 -04'00'
SM Digitally signed by SM
11:01:10 -04'00'
AT LINCOLN AVENUE
NEAREST SIGNAL 2,750'
(SR 0023)
NUTT ROAD
A V E N
U E
L
IN
C O L N
A V
EN
U E
FO
U R
TH
A V
E N
U E
L
IN
C O
L N
676'
6-2
6-3
6-1
7-7
7-8
7-1
7-2
S T R E E T
G A
Y
S T
R E
E T
G A
Y
1,026'
7-12
7-11
S
R
M A
IN
S
T R
E E
T
8-1
8-2
8-5
8-7
8-17
8-14
8-13
8-15
S T R E E T
M A
IN
S
R
M A
N A
V O
N
S
T R
E E
T
7-4
7-3
8-6
N
H
IN
O
E
N E
A R
E S
T
S
IG
N A
L
U
A D
W
IT
H
IN
O
ILE
N O
S
IG
N A L
NOT TO SCALE
INTERSECTION
PROGRAM 1 = WEEKDAY AM PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
SYSTEM NOTES
OFFSET 1
58150587
31(SPLIT)
6214(LEAD)
1.
2.
3.
29 29
14(SPLIT)
NUTT RD (SR 0023) AND LINCOLN AVE/FOURTH AVE
NUTT RD (SR 0023) AND GAY ST
NUTT RD (SR 0023) AND STARR ST/JAMES DR
NUTT RD (SR 0023) AND MAIN ST/MANAVON ST
VALLEY FORGE RD (SR 0023) AND WHITE HORSE ROAD
STARR ST (SR 0029) AND MANAVON ST/FIFTH AVE
STARR ST (SR 0029) AND MANAVON ST/FIFTH AVE
VALLEY FORGE RD (SR 0023) AND WHITE HORSE ROAD
NUTT RD (SR 0023) AND MAIN ST/MANAVON ST
NUTT RD (SR 0023) AND STARR ST/JAMES DR
NUTT RD (SR 0023) AND GAY ST
NUTT RD (SR 0023) AND LINCOLN AVE/FOURTH AVE 100
1 9
0279 94
0587 9
OFFSET 1
FILE #
CYCLE
8765432
PHASEPROGRAM 2 = WEEKDAY MID/EVENING
INTERSECTION
INTERSECTION
PROGRAM 3 = WEEKDAY PM PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
610587
1090279
110NUTT RD (SR 0023) AND LINCOLN AVE/FOURTH AVE
NUTT RD (SR 0023) AND GAY ST
NUTT RD (SR 0023) AND STARR ST/JAMES DR
NUTT RD (SR 0023) AND MAIN ST/MANAVON ST
VALLEY FORGE RD (SR 0023) AND WHITE HORSE ROAD
STARR ST (SR 0029) AND MANAVON ST/FIFTH AVE
7.
6.
5.
4.
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF
DAY) OR TBC BACKUP.
OFFSETS ARE REFERENCED TO THE BEGINNING OF TS2 - GREEN
(FIRST GREEN)ON NUTT ROAD/VALLEY FORGE ROAD (SR 0023).
THE MASTER CONTROLLER IS LOCATED AT VALLEY FORGE ROAD
(SR 0023) AND WHITE HORSE ROAD.
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
SYSTEM LIMITS :
NUTT ROAD/VALLEY FORGE ROAD (SR 0023) (6
INTERSECTIONS) - LINCOLN AVENUE TO WHITE HORSE ROAD
PRIMARY COORDINATION: FIBER OPTIC
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
ALL SPLIT TIMES INCLUDE YELLOW AND RED TIMES FOR A GIVEN
PHASE. REFER TO SIGNAL PERMIT PLAN FOR MAX 1,
CLEARANCE AND PEDESTRIAN TIMES.
M A
T C
H L
A
MATCHLINE B-B
MONDAY = DAY 1
WEEKLY PROGRAM CHART
REMARKSPROGRAMDAY TIMEEVENT
6,7 09:001
WEEKEND
6 3
19:00
22:00
1-5 06:00
10:001-5
15:00
1-5
1-5
1-5
6,7
6,7
19:00
22:00
WEEKEND
FREE
WEEKDAY AM
WEEKDAY MID
WEEKDAY PM
WEEKDAY EVENING
FREE
SUBSYSTEM 2
INTERSECTION
PROGRAM 4 = WEEKEND PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
90587
940279
100NUTT RD (SR 0023) AND LINCOLN AVE/FOURTH AVE
NUTT RD (SR 0023) AND GAY ST
NUTT RD (SR 0023) AND STARR ST/JAMES DR
NUTT RD (SR 0023) AND MAIN ST/MANAVON ST
VALLEY FORGE RD (SR 0023) AND WHITE HORSE ROAD
STARR ST (SR 0029) AND MANAVON ST/FIFTH AVE
11(LEAD)
355015(LEAD)
32 32
11(LEAD)
336215(LEAD)
35 35
11(LEAD)
285814(LEAD)
32 32
11LEAD)
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 4 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
27(SPLIT) 14(SPLIT)
32(SPLIT) 14(SPLIT)
27(SPLIT) 14(SPLIT)
14(LEAD)
14(LEAD)
14(LEAD)
14(LEAD)
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW Digitally signed by MEW Date: 2025.10.09 16:06:07 -04'00' SM Digitally signed by SM
11:01:41 -04'00'
1,280'
T R E E T
S T A R R
9-2
9-1
1,650'
R O
A D
S
R
W H
R S
E
R O
A
R S
E
(S R
VALL
EY
FORGE
ROAD
AT
PAW
LI
NGS
ROAD
NEARES
T
SI
GNAL
4, 5'
W
IT
E
N O
S
IG
N A
L
W
IT
E
N O
S
IG
N A
L
N A
V O
N
S T R E E T
N E A
R E S T
S
IG
N A L
1,2
B O
R O
U
P
H O
E N
IX
V
IL
L E
S C
H U
Y L
K
W N
S H
IP
J A
M E S
D
R
IV
E
NUTT RD
(SR 0023)
RADAR
RADAR
RADAR
RADAR
M A
N A
V O
N
S
T R
E E
T
(S R
S T A R R
S T R E E T
,8
A V E N
U E
FI
FT
H
S T R E E T
S T A R R
A T
B R
ID
G E
S T R E E T
N E A
R E S T
S
IG
N A L
,2
W
IT
E
N O
S
IG
N A
L
A T
N
U T T
R
O A
D
N E A
R E S T
S
IG
N A L
1,2
W
IT
H
IN
O
E
N O
S
IG
N A L
N E
A R
E S
T
S
IG
N A
L
NOT TO SCALE
T C
H L
A
MATCHLINE B-B
SYSTEM NOTES
1.
2.
3.
7.
6.
5.
4.
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF
DAY) OR TBC BACKUP.
OFFSETS ARE REFERENCED TO THE BEGINNING OF TS2 - GREEN
(FIRST GREEN)ON NUTT ROAD/VALLEY FORGE ROAD (SR 0023).
THE MASTER CONTROLLER IS LOCATED AT VALLEY FORGE ROAD
(SR 0023) AND WHITE HORSE ROAD.
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
SYSTEM LIMITS :
NUTT ROAD/VALLEY FORGE ROAD (SR 0023) (6
INTERSECTIONS) - LINCOLN AVENUE TO WHITE HORSE ROAD
PRIMARY COORDINATION: FIBER OPTIC
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
ALL SPLIT TIMES INCLUDE YELLOW AND RED TIMES FOR A GIVEN
PHASE. REFER TO SIGNAL PERMIT PLAN FOR MAX 1,
CLEARANCE AND PEDESTRIAN TIMES.
SUBSYSTEM 2
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 5 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW
Digitally signed by
MEW
Date: 2025.10.09 16:06:27 -04'00'
SM Digitally signed by SM
11:02:18 -04'00'
AT WHITE HORSE ROAD
NEAREST SIGNAL 4,705'
(SR 0023)
VALLEY FORGE ROAD
(S R
PAWLIN
GS
ROAD
2,560'
AT
FE
RRY
LANE
NEARES
T
SIG
NAL
3,5
(SR 0023)
VALLEY FORGE ROAD
R O
A D
S
R
C O
U N
T
Y
U B
S
R
F E
R R
Y
L
A N
E
WITHIN ONE MILE
NO SIGNAL
W
IT
E
N O
S
IG
N A
L
NOT TO SCALE
INTERSECTION
PROGRAM 1 = WEEKDAY AM PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
SYSTEM NOTES
CLEARANCE AND PEDESTRIAN TIMES.
PHASE. REFER TO SIGNAL PERMIT PLAN FOR MAX 1,
ALL SPLIT TIMES INCLUDE YELLOW AND RED TIMES FOR A GIVEN
OFFSET 1
1722VALLEY FORGE RD (SR 0023) AND PAWLINGS RD11
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
PRIMARY COORDINATION: FIBER OPTIC
PAWLINGS ROAD TO FERRY LANE/COUNTRY CLUB ROAD
VALLEY FORGE ROAD (SR 0023) (2 INTERSECTIONS) -
SYSTEM LIMITS :
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
0023) AND FERRY LANE/COUNTRY CLUB ROAD.
MASTER CONTROLLER IS LOCATED AT VALLEY FORGE ROAD (SR
(FIRST GREEN) ON VALLEY FORGE ROAD (SR 0023). THE
OFFSETS ARE REFERENCED TO THE BEGINNING OF TS2- GREEN
DAY) OR TBC BACKUP.
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF 1.
2.
3.
4.
5.
6.
7.
9 1
20(LEAD) 68(LAG)
VALLEY FORGE RD (SR 0023) AND FERRY LN/COUNTRY CLUB RD
11077
33 77 33
283228
32 60
VALLEY FORGE RD (SR 0023) AND FERRY LN/COUNTRY CLUB RD
26(LAG)14(LEAD)
1 9
11 VALLEY FORGE RD (SR 0023) AND PAWLINGS RD 20 8
OFFSET 1
FILE #
CYCLE
8765432
PHASEPROGRAM 2 = WEEKDAY MID/EVENING
INTERSECTION
INTERSECTION
PROGRAM 3 = WEEKDAY PM PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
10520VALLEY FORGE RD (SR 0023) AND PAWLINGS RD11
21(LEAD) 69(LAG)
VALLEY FORGE RD (SR 0023) AND FERRY LN/COUNTRY CLUB RD
11070
40 70 40
SUBSYSTEM 3
MONDAY = DAY 1
WEEKLY PROGRAM CHART
REMARKSPROGRAMDAY TIMEEVENT
6,7 09:001
WEEKEND
6 3
19:00
22:00
1-5 06:00
10:001-5
15:00
1-5
1-5
1-5
6,7
6,7
19:00
22:00
WEEKEND
FREE
WEEKDAY AM
WEEKDAY MID
WEEKDAY PM
WEEKDAY EVENING
FREE
INTERSECTION
PROGRAM 4 = WEEKEND PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
8VALLEY FORGE RD (SR 0023) AND PAWLINGS RD11
18(LEAD) 62(LAG)
VALLEY FORGE RD (SR 0023) AND FERRY LN/COUNTRY CLUB RD
600252
283228
26(LAG)20
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 6 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW Digitally signed by MEW Date: 2025.10.09 16:06:43 -04'00' SM Digitally signed by SM
11:02:56 -04'00'
6 AT
SCHUYLKIL
L
ROAD
NEARES
T
SIG
NAL
3,5
W
IT
E
N O
S
IG
N A
L
W
IT
E
N O
S
IG
N A
L
E A
S T
P
IK
E L
A
W N
S H
IP
S C
H U
Y L
K
W N
S H
IP
S C
H U
Y L K
IL
L
T O
W N S H
IP
B O R
O U
G H
O F
P
H O E N
IX
V
IL
L E
E A
S T
P
IK
E L
A
W N
S H
IP
B O
R O
U
P
H O
E N
IX
V
IL
L E
KIM
BERTON
ROAD
S R
KIM
BERTON
ROAD/
SR
SR
KIM
BERTON
ROAD/
WIT
HIN
O
NE
MIL
E
NO
SIG
NAL
W
IT
H
IN
O
N E
M
IL
E
N O S
IG
N A L
P R
IV
A
IV
E
R A
P
A D
R A
P
A D
(SR 1036)
POTHOUSE ROAD
A C
C E S S
S H
O P P
N T
R
T O
W N
S
W N
S
A D
2,1
0'
Z O
N E
D E T E C T
IO
N
20-5
-2
-1
-7
-8
21-4
21-3
21-2
21-1
-1
-6
NOT TO SCALE
SYSTEM NOTES
CLEARANCE AND PEDESTRIAN TIMES.
PHASE. REFER TO SIGNAL PERMIT PLAN FOR MAX 1,
ALL SPLIT TIMES INCLUDE YELLOW AND RED TIMES FOR A GIVEN
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
PRIMARY COORDINATION: FIBER OPTIC
ROAD/SR 0113 TO TOWNSHIP LINE ROAD
KIMBERTON ROAD/SR 0113 (4 INTERSECTIONS) - KIMBERTON
SYSTEM LIMITS :
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
TOWNSHIP LINE ROAD.
CONTROLLER IS LOCATED AT KIMBERTON ROAD/SR 0113 AND
(FIRST GREEN) ON KIMBERTON ROAD/SR 0113. THE MASTER
OFFSETS ARE REFERENCED TO THE BEGINNING OF TS2 - GREEN
DAY) OR TBC BACKUP.
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF 1.
2.
3.
4.
5.
6.
7.
29(LAG)
66(LAG)79 120
12(LEAD)
21 2449 43 64120
18 KIMBERTON RD/SR 0113 AND PRIVATE DR
2748 62
OFFSET 1
FILE #
CYCLE
8765432
PHASEPROGRAM 1 = WEEKDAY AM
INTERSECTION
KIMBERTON RD/SR 0113 AND RAPPS DAM RD
KIMBERTON RD/SR 0113 AND TOWNSHIP LINE RD
KIMBERTON RD/SR 0113 AND POTHOUSE RD 13(LEAD)
KIMBERTON RD/SR 0113 AND POTHOUSE RD
KIMBERTON RD/SR 0113 AND TOWNSHIP LINE RD
KIMBERTON RD/SR 0113 AND RAPPS DAM RD
INTERSECTION
PROGRAM 3 = WEEKDAY PM PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
KIMBERTON RD/SR 0113 AND PRIVATE DR
642449
1 9
2449 85
KIMBERTON RD/SR 0113 AND PRIVATE DR
OFFSET 1
FILE #
CYCLE
8765432
PHASEPROGRAM 2 = WEEKDAY MID/EVENING
INTERSECTION
KIMBERTON RD/SR 0113 AND RAPPS DAM RD
KIMBERTON RD/SR 0113 AND TOWNSHIP LINE RD
KIMBERTON RD/SR 0113 AND POTHOUSE RD
SUBSYSTEM 4
MONDAY = DAY 1
WEEKLY PROGRAM CHART
REMARKSPROGRAMDAY TIMEEVENT
6,7 09:001
WEEKEND
6 3
19:00
22:00
1-5 06:00
10:001-5
15:00
1-5
1-5
1-5
6,7
6,7
19:00
22:00
WEEKEND
FREE
WEEKDAY AM
WEEKDAY MID
WEEKDAY PM
WEEKDAY EVENING
FREE
KIMBERTON RD/SR 0113 AND POTHOUSE RD
KIMBERTON RD/SR 0113 AND TOWNSHIP LINE RD
KIMBERTON RD/SR 0113 AND RAPPS DAM RD
INTERSECTION
PROGRAM 4 = WEEKEND PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
KIMBERTON RD/SR 0113 AND PRIVATE DR
100 852449
2058 1205822 1020 20
29(LAG)
46(LAG)59 100
12(LEAD)
33 100
13(LEAD)
2040 100402020 20
29(LAG)
63(LAG)76 120
15(LEAD)
45 120
13(LEAD)
1858 120582222 22
29(LAG)
46(LAG)59
12(LEAD)
13(LEAD)
2040 402020 20
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 7 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW
Digitally signed by
MEW
Date: 2025.10.09 16:07:04 -04'00'
SM Digitally signed by SM
11:03:27 -04'00'
STREET
CHURCH
(S R
B R
ID
G E
S T R
E E T
14-5
15 16
15-1
15-2
16-3
16-1
S T
R E
E T
G A
Y S
R
G A
Y
S
T R
E E
T
S T
R E
E T
M A
IN
S T
R E
E T
M A
IN
BRIDGE STREET
15-3 16-2
16-4
9'
620' 1,085'
A D
S
R
N E
A R
E S T
S
IG
N A
L
,2
S
R
S T
A R
R
S
T R
E E
T
0029)
BRIDGE STREET (SR BRIDGE STREET
JACOB STREET
AT WALNUT STREET/
NEAREST SIGNAL 1,700
N A
V O
N
S
T R
E E
T
N E
A R
E S
T
S
IG
N A
L
,0
17-1
17-2
17-3
17-4
S T
A R
R
S
T R
E E
T
NOT TO SCALE
SYSTEM NOTES
CLEARANCE AND PEDESTRIAN TIMES.
PHASE. REFER TO SIGNAL PERMIT PLAN FOR MAX 1,
ALL SPLIT TIMES INCLUDE YELLOW AND RED TIMES FOR A GIVEN
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
PRIMARY COORDINATION: FIBER OPTIC
STARR STREET
BRIDGE STREET (4 INTERSECTIONS) - CHURCH STREET TO
SYSTEM LIMITS :
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
IS LOCATED AT BRIDGE STREET AND STARR STREET.
FIRST GREEN) ON BRIDGE STREET. THE MASTER CONTROLLER
OFFSETS ARE REFERENCED TO THE BEGINNING OF TS2 - GREEN
DAY) OR TBC BACKUP.
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF 1.
2.
3.
4.
5.
6.
7.
44(LEAD)
17 0054 58120
14 BRIDGE ST AND CHURCH ST
0055 0
OFFSET 1
FILE #
CYCLE
8765432
PHASE
INTERSECTION
BRIDGE ST AND GAY ST
BRIDGE ST AND STARR ST
BRIDGE ST AND MAIN ST
BRIDGE ST AND MAIN ST
BRIDGE ST AND STARR ST
BRIDGE ST AND GAY ST
INTERSECTION
PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
160055
BRIDGE ST AND CHURCH ST
70 670054
22(LEAD)
29 41
28(LEAD)
0054 3080
BRIDGE ST AND CHURCH ST
0055 46
OFFSET 1
FILE #
CYCLE
8765432
PHASE
INTERSECTION
BRIDGE ST AND GAY ST
BRIDGE ST AND STARR ST
BRIDGE ST AND MAIN ST
M A
T C
H L
A
M A
T C
H L
A
1 9
0054 6770
BRIDGE ST AND CHURCH ST
0055 16
OFFSET 1
FILE #
CYCLE
8765432
PHASE
INTERSECTION
BRIDGE ST AND GAY ST
BRIDGE ST AND STARR ST
BRIDGE ST AND MAIN ST
MONDAY = DAY 1
WEEKLY PROGRAM CHART
REMARKSPROGRAMDAY TIMEEVENT
6,7 09:001
WEEKEND
6 3
19:00
22:00
1-5 06:00
10:001-5
15:00
1-5
1-5
1-5
6,7
6,7
19:00
22:00
WEEKEND
FREE
WEEKDAY AM
WEEKDAY MID
WEEKDAY PM
WEEKDAY EVENING
FREE
SUBSYSTEM 5
4922(LEAD)
29 41
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 8 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
PROGRAM 1 = WEEKDAY AM
PROGRAM 2 = WEEKDAY MID/EVENING
PROGRAM 3 = WEEKDAY PM
PROGRAM 4 = WEEKEND
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW Digitally signed by MEW Date: 2025.10.09 16:07:22 -04'00' SM Digitally signed by SM
11:04:00 -04'00' f5 f8 f6 f4
P H
A N
T
Y
1535' f4
2f f8 f6
NEAREST SIGNAL 2990'
AT CHARLESTOWN ROAD
NEAREST SIGNAL 3259'
AT WHITE HORSE ROAD
N O
S
IG
N
H
IN
O
E
T R
O T
T E
W POTHOUSE RD
(S.R. 1036)
W POTHOUSE RD
(S.R. 1036)
S T
A
A D
S .R
N
H
IN
O
E
N
H
IN
O
E
E POTHOUSE RD
(S.R. 1036)
H A
LLO
W E
LL
A V E f
23-1 f2
N E
A R
E S
T
S
IG
N A
L
A D
W
IT
H
IN
O
ILE
N O
S
IG
N A L
22-5 f7
5f f1
CLEARANCE AND PEDESTRIAN TIMES.
PHASE. REFER TO SIGNAL PERMIT PLAN FOR MAX 1,
ALL SPLIT TIMES INCLUDE YELLOW AND RED TIMES FOR A GIVEN
SECONDARY COORDINATION: TBC (DEFAULT TO BACKUP TBC)
PRIMARY COORDINATION: FIBER OPTIC
SYSTEM LIMITS :
ACTUAL GREEN TIME DETERMINED BY CYCLE LENGTH.
(SR 0023) AND WHITE HORSE ROAD.
THE MASTER CONTROLLER IS LOCATED AT VALLEY FORGE ROAD
(PHASE 2+6) ON NUTT ROAD/VALLEY FORGE ROAD (SR 0023).
OFFSETS ARE REFERENCED TO THE BEGINNING OF GREEN
DAY) OR TBC BACKUP.
PROGRAM TO BE SELECTED BY CLOSED LOOP SYSTEM (TIME OF
4.
5.
6.
7.
3.
2.
1.
SYSTEM NOTES
INTERSECTIONS 22-23
WEEKLY PROGRAM CHART
REMARKSPROGRAMDAY TIMEEVENT
1-5 06:001
1 AM PEAK
1-5 07:00
1-5 08:45
14:151-5
15:451-5
19:001-5
00:006-7
FREE
FREE
FREE
AM SCHOOL
MIDDAY
PM SCHOOL
PM PEAK
EVENINGS
WEEKENDS
MONDAY = DAY 1
SCALE: NOT TO SCALE
LEGEND
PHASE1
VIDEO DETECTION ZONE
INTERSECTION
PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
INTERVAL 1
REFERENCE
INTERVAL 2
REFERENCE
OFFSET 2
W. POTHOUSE RD & STATE RD/HALLOWELL AVE
W. POTHOUSE RD & PHANTOM WAY/TROTTERS DR 22
061 140
STATE RD/MAIN STREET (S.R. 0029) TO TROTTERS DR/PHANTOM WAY
W. POTHOUSE RD (SR 1036) (2 INTERSECTIONS) -
INTERSECTION
PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
INTERVAL 1
REFERENCE
INTERVAL 2
REFERENCE
OFFSET 2
W. POTHOUSE RD & STATE RD/HALLOWELL AVE
W. POTHOUSE RD & PHANTOM WAY/TROTTERS DR 22
042 105
10574
INTERSECTION
PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
INTERVAL 1
REFERENCE
INTERVAL 2
REFERENCE
OFFSET 2
W. POTHOUSE RD & STATE RD/HALLOWELL AVE
W. POTHOUSE RD & PHANTOM WAY/TROTTERS DR 30
052 130
13094
INTERSECTION
PHASE
2 3 4 5 6 7 8
CYCLE
FILE #
OFFSET 1
INTERVAL 1
REFERENCE
INTERVAL 2
REFERENCE
OFFSET 2
W. POTHOUSE RD & STATE RD/HALLOWELL AVE
W. POTHOUSE RD & PHANTOM WAY/TROTTERS DR 24
052 130
13086
14 14
14 14
SUBSYSTEM 6
INTERCONNECT PERMIT #
GENERAL NOTES
SHEET 9 OF 9I-0053
TRAFFIC SIGNAL STANDARDS TC-8800 SERIES.
OR JACKED UNDER THE ROADWAY. INSTALL IN ACCORDANCE WITH
OLD, OR CONCRETE ROADWAY REGARDLESS OF AGE, MUST BE BORED
CONDUIT INSTALLED IN BITUMINOUS ROADWAY LESS THAN 5 YEARS
CONFORM TO FORM 408 AND A COPY OF THE PROPOSED
WHEN LIQUID FUELS MONEY IS USED, SIGNAL INSTALLATION MUST
EFFECTIVE DATE DECEMBER 20, 1974.
ACT 287, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES
UNLESS THE PERMITTEE COMPLIES WITH THE LATEST PROVISIONS OF
THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING
WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.
LOCAL OFFICIALS AND UTILITY COMPANIES TO RESOLVE ANY PROBLEMS
PRIOR TO INSTALLATION THE CONTRACTOR SHALL CONSULT WITH THE
DROPS.
MAINTAIN MASTER CONTROLLER COMMUNICATION SUCH AS PHONE
INSTALLATION.
OBTAIN POLE ATTACHMENT PERMIT FOR AERIAL FIBER OPTIC
INSTALLATION BY A REPRESENTATIVE OF PENNDOT.
EXACT LOCATION OF DETECTORS SHALL BE DETERMINED PRIOR TO
GATHER TRAFFIC VOLUMES IN 15 MINUTE INTERVAL, WHERE APPLICABLE.
ASSIGN LOOP DETECTORS AND PROGRAM THE CONTROLLERS TO
SYSTEMS REVISIONS.
DATABASE AND GRAPHICS. MODIFY THE DATABASE AND GRAPHICS FOR
SET UP PENNDOT DISTRICT 6-0 COMPUTER WITH THE SYSTEM
ARCHIVE THEM WHERE APPLICABLE.
GATHER THE SYSTEM FAILURE CRITICAL ALARMS REPORT AND
UP LEVEL.
MASTER CONTROLLER LEVEL AND PERSONAL COMPUTER REMOTE DIAL
TEST THE SYSTEM AT LOCAL INTERSECTION LEVEL, SUBSYSTEM LEVEL
ALWAYS BE ACCOMPANIED WITH TRAFFIC SIGNAL PERMIT DRAWING.
FOR CONSTRUCTION AND INSPECTION THE SYSTEM PERMIT SHOULD
INTERSECTION OPERATION, GEOMETRY, PHASING AND CRITICAL TIMES.
REFER TO TRAFFIC SIGNAL PERMIT DRAWING FOR INDIVIDUAL
THE DEPARTMENT OF TRANSPORTATION.
PRIOR APPROVAL IS GRANTED IN WRITING BY A REPRESENTATIVE OF
NO MODIFICATIONS OF THIS INSTALLATION ARE PERMITTED UNLESS
(SR 0023) TRAFFIC SIGNAL SYSTEM
PHOENIXVILLE BOROUGH,
CHESTER
DATE
DATE
REVIEWED:
COUNTY:
INTERSECTION:
MUNICIPALITY:
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
MUNICIPAL OFFICIAL
ENGINEERING DISTRICT 6-0
REVISION
DES./
REVW. DATE
DATE
DATE
DATEREVW. RECOM. DATENO.
DISTRICT TRAFFIC ENGINEER
RECOMMENDED:
MUNICIPAL SIGNALS ENGINEER
EAST PIKELAND TOWNSHIP & SCHUYLKILL TOWNSHIP
SCHUYLKILL ROAD/NUTT ROAD
PAUL LUTZ 12/8/2010
L.R. BELMONTE, P.E. 12/8/2010
REV INT #1 LANE CONFIG & TIMINGS McM
ADDITION OF INTER. #22, 23 McM 3/4/16
ADD. INTERSECTION 1a BURNS 4/19/16
LUTZ 3/4/16 APatel 3/7/16
LUTZ 6/13/16 APatel 6/13/16
REV. INT. #22 FOR PHASES 1,5,7 McM 1/18/17 LUTZ 4/9/18 APatel 4/11/18
AS-BUILT RETIMING, ADD PHASE FOR INT #1 McM 11/8/19 LUTZ APatel11/25/19 11/25/19
REVISE INTERSECTION #9 McM 4/22/22 LUTZ 7/19/22
AS-BUILT, PHASE 5 ADDED TO INT. #9 BWMN 3/26/24
AECOM 11/18/22 MEW 3/29/23CHANGE DETECTION AT INT #11 & 12
LUTZ 7/19/22
APB 4/3/23
MEW 5/14/24 KPL 5/14/24
REVISE AND RETIME INT. #10 TPD
REVISE SIGNAL TIMING TO INT. #2 DTRAFF
3/13/25
2/12/25
REVISE & RETIME INT. #17 TPD 8/14/25
MEW 6/17/25 KPL 6/17/25
MEW 7/23/25 KPL 7/23/25
PROGRAM 3 = PM SCHOOL
PROGRAM 4 = PM PEAK
PROGRAM 1 = AM PEAK
PROGRAM 2 = AM SCHOOL
SYSTEM IS DESIGNED FOR THE SYSTEM SOFTWARE: SIEMENS TACTICS
MEW Digitally signed by MEW Date: 2025.10.09 16:07:41 -04'00' SM Digitally signed by SM
11:04:34 -04'00'
File details come from the government source that posted it. Updated .