10B0011 A001-Dwgs-2.pdf
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Amend 0001 - DWG FILE 2
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| File | Type | Posted |
|---|---|---|
| 10B0011-SPECS-AM2.PDF | ||
| 10B0011 A001 Dwgs-4.pdf | ||
| 10B0011 A001-Dwgs-3.pdf | ||
| 10B0011 A001-SPECS.PDF | ||
| 10B0011 A001-Dwgs-1.pdf | ||
| 10B0011 A001 Dwgs-5.pdf | ||
| 10B0011-DWGS-4.pdf | ||
| 10B0011-DWGS-5.pdf | ||
| Site Visit Directions.pdf | ||
| 10B0011-DWGS-2.pdf | ||
| RFI Example.xls | XLS spreadsheet | |
| 10B0011-DWGS-6.pdf | ||
| 10B0011-DWGS-8.pdf | ||
| 10B0011-SPECS.PDF | ||
| 10B0011-DWGS-7.pdf | ||
| 10B0011-DWGS-3.pdf | ||
| 10B0011-DWGS-1.pdf |
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SCALE: 1"=30’
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REMOVE EXISTING PAVEMENT
CONCRETE SIDEWALK
OVERLAY / WEDGE & LEVEL CONSTRUCTION
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R=3625.00’L=4044.30’ 22+9123+00
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MARYLAND AVENUE
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REMOVE EXISTING PAVEMENT
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51.00’ RT
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REMOVE & REPLACE EXISTING
W BEAM TRAFFIC BARRIER
(USE 8’ LONG POSTS)
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PHASING NOTES
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-3 -WORK ON SHOULDERS
CONSTRUCT FULL DEPTH WIDENING.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON NEW PAVEMENT AREA.
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-3 -WORK ON SHOULDERS.
CONSTRUCT FULL DEPTH WIDENING OF RIGHT TURN LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON NEW TURN LANE.
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-10 -LANE CLOSURES ON TWO LANE
ROADS USING FLAGGERS.
SHIFT TRAFFIC TO ONE LANE OPERATIONS ON WESTBOUND LANE.
CONSTRUCT MILLING ON EASTBOUND LANE.
SHIFT TRAFFIC TO ONE LANE OPERATIONS ON EASTBOUND LANE.
CONSTRUCT MILLING ON WESTBOUND LANE.
CONSTRUCT RESURFACING ON WESTBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON WESTBOUND LANE.
CONSTRUCT RESURFACING ON EASTBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON EASTBOUND LANE.
11.
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-10 -LANE CLOSURES ON TWO LANE
CONSTRUCT MILLING ON EASTBOUND LANE,
SHIFT TRAFFIC TO ONE LANE OPERATIONS ON EASTBOUND LANE.
CONSTRUCT MILLING ON WESTBOUND LANE.
CONSTRUCT RESURFACING ON WESTBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON WESTBOUND LANE.
CONSTRUCT RESURFACING ON EASTBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON EASTBOUND LANE.
PHASE II - RESURFACING OF BEL AIR ST. BETWEEN STA.602+50 AND STA. 624+36.04
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-10 -LANE CLOSURES ON TWO LANE
SHIFT TRAFFIC TO ONE LANE OPERATIONS ON NORTHBOUND LANE.
REMOVE EXISTING PAVEMENT FROM STA 515+15 TO STA 518+80.
CONSTRUCT MILLING ON SOUTHBOUND LANE.
SHIFT TRAFFIC TO ONE LANE OPERATIONS ON SOUTHBOUND LANE.
CONSTRUCT MILLING ON NORTHBOUND LANE.
CONSTRUCT RESURFACING ON NORTHBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON NORTHBOUND LANE.
CONSTRUCT RESURFACING ON SOUTHBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON SOUTHBOUND LANE.
PHASE I - WIDENING OF SUSQUEHANNA AVE. BETWEEN STA. 200+00 AND STA. 203+75
PHASE II - RESURFACING OF FRANKFORD ST. BETWEEN STA. 499+89 AND STA. 521+03.22
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-10 -LANE CLOSURES ON TWO LANE
CONSTRUCT MILLING ON SOUTHBOUND LANE.
SHIFT TRAFFIC TO ONE LANE OPERATIONS ON SOUTHBOUND LANE.
CONSTRUCT MILLING ON NORTHBOUND LANE.
CONSTRUCT RESURFACING ON NORTHBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON NORTHBOUND LANE.
CONSTRUCT RESURFACING ON SOUTHBOUND LANE.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON SOUTHBOUND LANE.
CP-31
PHASE II - WIDENING OF BEL AIR 617+50 TO 624+36.04
PHASE II - RESURFACING OF BOOTHBY HILL AVE. BETWEEN STA. 134+00 AND STA. 145+24.19
PHASE II - RESURFACING OF SUSQUEHANNA AVE. BETWEEN STA. 200+00 AND STA. 214+56.96
PHASE I - WIDENING OF MARYLAND BLVD. BETWEEN STA. 42+00 AND STA. 50+27
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-23 -LEFT HAND LANE CLOSURE ON FAR SIDE OF INTERSECTION
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C .A .C p T C N 1_
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PHASE I - WIDENING OF ABERDEEN BLVD. BETWEEN STA. 400+00 AND STA. 422+40.97 AND STA. 0+80 TO STA. 6+13.13
PHASE I - WIDENING OF FRANKFORD ST. BETWEEN STA. 500+00 AND STA. 506+43.22 AND 513+71.54 AND STA. 521+03.22
AND MARYLAND BLVD. BETWEEN STA. 24+78.86 AND STA. 28+89.70
MAINTAIN TWO EASTBOUND LANES DURING AM PEAK HOURS OF 6:00 AM TO 9:00 AM AND
TWO WESTBOUND LANES DURING PM PEAK HOURS OF 3:00 PM TO 6:00 PM.
PLACE TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES BASED ON MUTCD FIGURE 6H-34 -LANE CLOSURE WITH TEMPORARY TRAFFIC BARRIER
SHIFT TRAFFIC TO TWO LANE OPERATIONS ON ABERDEEN BLVD. CLOSING EXISTING WESTBOUND LANES.
CONSTRUCT MILLING AND RESURFACING ON EXISTING TWO WESTBOUND LANES.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON WESTBOUND LANES.
SHIFT TRAFFIC TO NEWLY RESURFACED/WIDENED ABERDEEN BLVD.
CLOSE EXISTING EASTBOUND LANES OF ABERDEEN BLVD.
CONSTRUCT MILLING AND RESURFACING ON TWO EXISTING EASTBOUND LANES.
PLACE PAVEMENT MARKINGS, ARROWS AND SIGNS ON EASTBOUND LANES.
MAINTAIN TWO EASTBOUND LANES DURING AM PEAK HOURS OF 6:00 AM TO 9:00 AM AND
TWO WESTBOUND LANES DURING PM PEAK HOURS OF 3:00 PM TO 6:00 PM.
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408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00
30’ 0 30’ 60’
SCALE: 1"=30’
ABERDEEN BOULEVARD
LB CONSTRUCTION ABERDEEN BOULEVARD
N
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CP-34
N ,3
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N ,3
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6WD
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6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
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CP-35
30’ 0 30’ 60’
SCALE: 1"=30’
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ABERDEEN BOULEVARD
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MATCHLINE STA. 619+25 - SEE SHEET CP-039
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12’ 12’ 12’
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LIMIT OF WORK
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6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
10" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
10Y
10Y 10Y
10Y
TY
P a
T U
D
R K
IN
G /S
IG
N
D
IF
IE
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
S .L .M
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
S
W V
S
W V
G W P
W V
E
S
W V
C
O
C
O
T
R
R
R R
RR
R
S
W V
W V
G W P
W V
W V
E
C
O
W V
B U
S H
WV
W V
W V
E
R
W V
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00
SHEET_007
CP-37
30’ 0 30’ 60’
SCALE: 1"=30’
N
F R
A N
K F
O
R
E E
LB
N S T R
U C
T
A N
K F
O
R
E E T
TO BEL AIR ST.
O T
H
L
A
V E
SUSQUEHANNA AVENUE
R
IT
E
LB CONSTRUCTION SUSQUEHANNA AVENUE
N ,3
,2
E
N ,3
,7
E
N ,3
,0
E
12’12’
12’ 12’ 12’
12’ 12’
TO MARYLAND BLVD.
MATCHLINE STA. 505+50 - SEE SHEET CP-38
S
IG
N
T R
IP
A
N
PAVEMENT MARKING LEGEND
LM
AM
24W
12W
6WD
6WS
6Y
6W
6YD
6W
6W
6Y
6Y 6Y
6W
6W
6W
6W
6W
6WS
6Y
24W
24W
R2-1 24"X30"
SPEED
LIMIT
SPEED
LIMIT
R2-1 24"X30"
MUST
LEFT LANE
TURN LEFT
6Y
MATCHLINE STA. 511+00 - SEE SHEET CP-36
M A
T C
H L
IN
E
S
T A
S
E E
S
H E
12’ 12’
S
ID
E W
A L
K
24W
6WS
6W
12W
12W
12W
LIMIT OF WORK
SUSQUEHANNA AVENUE
STA. 200+00.00
24WTIE IN TO
EXISTING
PAVEMENT
MARKINGS
6W
NOTE: REMOVE TWO EXISTING STOP SIGNS ALONG
FRANKFORD STREET AT SUSQUEHANNA AVE. INTERSECTION
S .A .S
1" p S
N P C
IS
R .d g n
AM
LM
AM
AM
M U S T
R
IG
H T L
A N E
T U
R N R
IG
H T
M U S T
R
IG
H T L
A N E
T U
R N R
IG
H T
R R
"X
R R
"X
R3-7L 30"X30"
10Y
10Y
10’ (TYP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
10" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
10Y a
T U
D
R K
IN
G /S
IG
N
D
IF
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
S .L .M
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
S
W V
S W
V
W V
W V
R
R
R
S
S
W V
SHEET_009
CP-38
N
30’ 0 30’ 60’
SCALE: 1"=30’
F R
A N
K F
O
R
E E
N S T R
U C
T
A N
K F
O
R
E E T
O T
H
L
A
V E
S Q
U E
H A
N
E
N ,3
,7
E
N ,3
,5
E
N ,3
,5
E
S
IG
N
T R
IP
A
N
PAVEMENT MARKING LEGEND
LM
AM
24W
12W
6WD
6WS
6Y
6W
6YD
6W
6Y
6W
R2-1 24"X30"
SPEED
LIMIT
SPEED
LIMIT
R2-1 24"X30"
MUST
LEFT LANE
TURN LEFT
6Y
MATCHLINE STA. 502+00 - SEE SHEET CP-42
MATCHLINE STA. 505+50 - SEE SHEET CP-37
12’ 12’ 12’ 12’ 12’
12’ 12’ 12’ 12’ 12’
LM
6W
S
ID
E W
A L
K
S
ID
E W
A L
K
6WS
6WS
6Y
S .A .S
1" p S
N P C
IS
R .d g n
AM
R3-7L 30"X30"
10Y
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
10" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
10Y a
T U
D
R K
IN
G /S
IG
N
D
IF
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
S .L .M
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
S
S
E
W V
W V
W V
S
W V
R
S
E
G V
W
W W
W V
+0
133+0
134+00 135+00 136+005
1+
SHEET_011
CP-42
30’ 0 30’ 60’
SCALE: 1"=30’
N
F R
A N
K F
O
R
E E T
L
TO BEL AIR ST.
BOOTHBY HILL AVENUE
LB
CONSTRUCTION BOOTHBY HILL A
VENUE
S Q
U E
H A
N
E
N ,3
,2
E
N ,3
,5
E
N ,3
,0
E
TO
DARL
INGTO
N
ST
S
ID
E W
A L
K
MATCHLINE STA. 502+00 - SEE SHEET CP-38
S
IG
N
T R
IP
A
N S T R
U C
T
A N
K F
O
6Y
6W
6W
6Y
PAVEMENT MARKING LEGEND
LM
AM
24W
12W
6WD
6WS
6Y
6W
6YD
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-DASHED
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
6W
12W
24W 24W
12W
AM
AM
LM
M A
T C
H L
IN
E
S
T A . 13
S
E E
S
H E
12’
12’ 12’
12’12’12’12’
.4
.7
12’12’12’
6W
6WS
LIMIT OF WORK
BOOTHBY HILL AVENUE
STA. 134+00
6’ SIDEWALK
60’
NOTE: REMOVE TWO EXISTING STOP SIGNS ALONG
FRANKFORD ST. AT BOOTHBY HILL AVE. INTERSECTION
S .A .S
1" p S
N P
C
IS
R .d g n
WORK BY OTHERS
WORK BY OTHERS
P V
R K
IN
H E
P L A
Y E
CP-45
30’ 0 30’ 60’
SCALE: 1"=30’
N
M A
T C
H L
IN
E
S
T A
S
E E
S
H E
RAILROAD TRACKS
LB CONSTRUCTION ABERDEEN BOULEVARD
ABERDEEN BOULEVARD
TO RODMAN RD.
TO MARYLAND BLVD.
E
N ,3
,5
N ,3
,7
E
E
N ,3
,5
D
PAVEMENT MARKING LEGEND
LM
AM
24W
12W
6WD
6WS
6Y
6W
6YD
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
S
IG
N
T R
IP
A
N
6W
TIE IN TO EXISTING
PAVEMENT MARKINGS
6W
6WS
6Y
6W
S .A .S
1" p S
N P
C
IS
R .d g n
NOTE:
ALL EXISTING PAVEMENT MARKINGS WITHIN THE LIMIT OF WORK THAT ARE NOT APPLICABLE
TO THE PROPOSED DESIGN AND PAVEMENT MARKING LAYOUT SHALL BE COMPLETELY REMOVED
PRIOR TO APPLICATION OF THE PERMANENT MARKINGS. THE CONTRACTOR SHALL REMOVE THE
EXISTING PAVEMENT MARKINGS USING A REMOVAL METHOD, AS APPROVED BY THE ENGINEER.
AM
6WS
AM
M U S T
R
IG
H T L
A N E
T U
R N R
IG
H T
R R
"X
S P E E D
L
IM
IT
R
"X a a a a
T U
R K
IN
G /S
IG
N
D
IF
IE
D
S O
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
S .L .M
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
G U
Y
0+80 1+00 2+00 3+00 4+00 5+00
P O
B
.0
30’ 0 30’ 60’
SCALE: 1"=30’
CP-46
N S T R
U C
T
E R
D E
U L E
V A
R D
L
R A
IL
R O
A C
K S
R A
IL
R O
A C
K S
A B
E R
D E
U L E
V A
R D
B CONSTRUCTION MARYLAND BLVD.
MARYLAND BLVD.
D M
A D
R
IN
G F
IE
TO HARFORD BLVD.
TO SUSQUEHANNA AVE.
N
E 1, 8, N
E 1, 8, S
IG
N
T R
IP
A
N
PAVEMENT MARKING LEGEND
LM
AM
24W
12W
6WD
6WS
6Y
6W
6YD
MATCHLINE STA. 10+00 - SEE SHEET CP-47
24W
6WS
24W
6W
6W
6W
10W
10W
6Y6W
6Y
10Y
10Y
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
10" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
10" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
10W
6W
10’ (TYP
TIE IN TO EXISTING
PAVEMENT MARKINGS
TIE IN TO EXISTING
PAVEMENT MARKINGS
TIE IN TO EXISTING
PAVEMENT MARKINGS
TIE IN TO EXISTING
PAVEMENT MARKINGS
10’ (TYP
TY
P
6Y
6WS
6W
AM
S .A .S
1" p S
N P
C
IS
R .d g n
NTO SUSQUEHANNA AVE.
B CONSTRUCTION MARYLAND BLVD.L
E 1, 8, N
LM
TO ABERDEEN BLVD.
LM AM
AM
AM
AM
6WD
MATCHLINE STA. 5+00 - SEE SHEET CP-45
M A
T C
H L
IN
E
S
T A
E E
T
M A
T C
H L
IN
E
S
T A
E E
T
TIE IN TO EXISTING
PAVEMENT MARKINGS
6WD
6WS
6W
R R
"X
" R
R
"X
M U S T
R
IG
H T L
A N E
T U
R N R
IG
H T
M U S T
R
IG
H T L
A N E
T U R
N R
IG
H T
TIE IN TO
EXISTING
PAVEMENT
MARKINGS
NOTE:
ALL EXISTING PAVEMENT MARKINGS WITHIN THE LIMIT OF WORK THAT ARE NOT APPLICABLE
TO THE PROPOSED DESIGN AND PAVEMENT MARKING LAYOUT SHALL BE COMPLETELY REMOVED
PRIOR TO APPLICATION OF THE PERMANENT MARKINGS. THE CONTRACTOR SHALL REMOVE THE
EXISTING PAVEMENT MARKINGS USING A REMOVAL METHOD, AS APPROVED BY THE ENGINEER.
6W
6WS
LM
MUST
RIGHT LANE
TURN RIGHT
R3-7R 30"X30"
R
"X
TIE IN TO EXISTING
PAVEMENT MARKINGS
R
"X
S P
E E
D L
IM
IT
S P
E E
D
L
IM
IT
REMOVE EXISTING SIGN
PANEL. INSTALL NEW
SIGN ON EXISTING POST.
a
T U
N E
P
V
R K
IN
G /S
IG
N
D
IF
IE
D
S O
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
S .L .M
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
INV. IN=61.20 OF 12" WEEP
41+50 42+00
CB
W
.0
S
IG
N
42+00 43+00 44+00 45+00 46+00
47+00 48+00 49+00 50+00
P I
.5
P T
.0
CP-48
L
TO MARYLAND BLVD.
TO BEL AIR ST.
R
IT
E
L
30’ 0 30’ 60’
SCALE: 1"=30’
MARYLAND BLVD.
B CONSTRUCTION MARYLAND BLVD.
N 14,341,000 E
N 14,340,750
E
N 14,340,750 E
PAVEMENT MARKING LEGEND
LM
AM
24W
12W
6WD
6WS
6Y
6W
6YD
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
6" YELLOW LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-10’ LINE, 30’ GAP
6" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-3’ LINE, 9’ GAP
12" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
24" WHITE LEAD FREE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS-SOLID
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING ARROW
PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKING LETTER
S
IG
N
T R
IP
A
N
D A
R L
IN
G T
A
N S T R
U C
T
R L
IN
G T
A D
24W
LM
6WS
TIE IN TO EXISTING
PAVEMENT MARKINGS
6W
TIE IN TO EXISTING
PAVEMENT MARKINGS
TIE IN TO EXISTING
PAVEMENT MARKINGS
S .A .S
1" p S
N P
C
IS
R .d g n
NOTE:
ALL EXISTING PAVEMENT MARKINGS WITHIN THE LIMIT OF WORK THAT ARE NOT APPLICABLE
TO THE PROPOSED DESIGN AND PAVEMENT MARKING LAYOUT SHALL BE COMPLETELY REMOVED
PRIOR TO APPLICATION OF THE PERMANENT MARKINGS. THE CONTRACTOR SHALL REMOVE THE
EXISTING PAVEMENT MARKINGS USING A REMOVAL METHOD, AS APPROVED BY THE ENGINEER.
M U S T
R
IG
H T L
A N E
T U
R N R
IG
H T
R R
"X
M U S T
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IG
H T L
A N E
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"X
6W AM
AM
S P
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D L
IM
IT
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"X
S P
E E
D L
IM
IT
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"X
REMOVE EXISTING SPEED
LIMIT SIGN PANEL. INSTALL
PROPOSED SPEED LIMIT SIGN
PANEL ON EXISTING SUPPORT.
REMOVE EXISTING SPEED
LIMIT SIGN PANEL. INSTALL
PROPOSED SPEED LIMIT SIGN
PANEL ON EXISTING SUPPORT.
a a a a a
T U
N E
P
V
R K
IN
G /S
IG
N
D
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D
S O
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IC
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A T
F
M E
D
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D E S
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N
D E S
C R
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2 3
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4 5
A
B
M A
R K
A P P
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D A T E
D R
A W
M B
E R
S
IZ
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S U
B M
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T
P L O
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S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
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C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
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P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
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R O
A D
W A
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M E
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S .M
1-
1-
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C .A .C
C
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H A S E
II
W
B U B a
BRUSH
R
IP
R A P
GRASS
24+00
25+00
26+00
27+00 28+00 29+00 29+13
(Q L
D
)(QL-D)
EORI
Q
L
D
EOI
EOI
W V
W V
EOI
EOI
EOI
EOI
S O
L
IC
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A T
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M E
D
C
D E S
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D E S
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2 3
C
4 5
A
B
M A
R K
A P P
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D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
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P L O
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S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
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C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
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E L P
T R
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P H
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S Y L V
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R O
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W A
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1-
C .A .C
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H A S E
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W
B U B a
T
USACE LOCAL RAIL TRACKS
R
Y
G
12"
02 03
07 08
FLASHING
OPERATION
NOTE:
PHASES ASSOCIATED BY A DASHED LINE WILL OPERATE CONCURRENTLY.
PHASES ASSOCIATED BY A SOLID LINE WILL NOT OPERATE CONCURRENTLY.
PROPOSED VIDEO
DETECTION
a DETECTION ZONE
VIDEO DETECTION CAMERA
a,b
R
Y
G
5,6,7,10 1,2,3,4, 8,9,11,12
12"
NEMA PHASING
PROPOSED LED SIGNALS
N
PROPOSED SIGNS
ONLY
R3-5(L)
(30"x36")
21,22,26
Frankford St.
Aberdeen Blvd.
23a,23b,27a,27b
ABERDEEN BLVD. IS ASSUMED TO
RUN IN AN EAST-WEST DIRECTION
A
B
C
D
E
F
G
H
J
INSTALL NEMA SIZE 6 BASE MOUNTED CABINET AND CONTROLLER WITH
ALL NECESSARY EQUIPMENT (NOTE: 2-2" AND 2-4" PVC 90 DEGREE BENDS).
INSTALL PAD MOUNTED TRANSFORMER FOR ELECTRICAL SERVICE TO
CONTROLLER.
INSTALL ELECTRICAL HANDHOLE.
INSTALL 3" SCHEDULE 80 PVC ELECTRICAL CONDUIT - TRENCHED.
INSTALL 4" SCHEDULE 80 PVC ELECTRICAL CONDUIT - BORED.
INSTALL 4" SCHEDULE 80 PVC ELECTRICAL CONDUIT - TRENCHED.
CONSTRUCTION DETAILS
aa
F R
A N
K F
O
R E E T
F R
A N
K F
O
R E E T
ABERDEEN BOULEVARD
T T
E
S
W
A
E
S
W
SD SD
G G
F F
GEOMETRIC LEGEND
UTILITY LEGEND
EXISTING
PROPOSED
STORM DRAIN
GAS MAIN
WATER MAIN
SEWER MAIN
ELECTRIC CABLES
AERIAL CABLES
TELEPHONE CABLES
FIBER-OPTIC
F R
A N
K F
O
R
E
E R
D E
U L E
V A
R D
T R
A F
N A L
IZ
A T
A
N
6 7 8 9
12 11 10
23a
23b
A
27b C
21 22
B b b a
D-3(1)
(VAR.x16")
D-3(1)
(VAR.x16")
32’
27a
23’
25’ 10’
5’ 5’
87’
22’
5’
13’
4’ 4’
21’
29’
4’
4’
4’ 4’
4’
5’ 6’ 10’
75’
61’
25a 25b
23’
12’
12’
5’
8’
20b 20a
28’
9’
6’
5’
2’
20a,20b,25a,25b19 24
R3-2
(30"x30")
R3-2
(30"x30")
7 AM - 9 AM
MONDAY-FRIDAY
4 PM - 6 PM
MONDAY-FRIDAY
GENERAL NOTES
INSTALL 10 FT BREAKAWAY PEDESTAL POLE WITH COUNTDOWN
PEDESTRIAN SIGNAL HEAD, AUDIBLE PUSHBUTTON STATION AND
SIGN (NOTE: 1-3 IN. PVC CONDUIT BEND)
K
16" LED
COUNTDOWN
PEDESTRIAN
SIGNAL
13,14,15, 16,17,18
CP-49
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
TIMER
DON’T START
R10-3(1) 9" x 15"
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
ABERDEEN BLVD ABERDEEN BLVDFRANKFORD STREETFRANKFORD STREET
3029,31 3228,33
LOCATION OF ACCESSIBLE PEDESTRIAN SIGNAL PUSHBUTTONS
MUST MEET LOCATION REQUIRMENTS OF MUTCD SEC. 4E.09 AND
FIG. 4E.2 AND NCHRP PUBLICATION "ACCESSIBLE PEDESTRIAN
SIGNALS: GUIDE TO BEST PRACTICE". IF NOT MET, THE CONTRACTOR
IS TO STOP WORK ON PUSHBUTTON LOCATIONS UNTIL AN
ALTERNATE LOCATION HAS BEEN IDENTIFIED AND APPROVED BY
THE APG PROJECT ENGINEER.
APS WILL FUNCTION AS FOLLOWS:
TO CROSS ABERDEEN BOULEVARD.
A. WHEN A PEDESTRIAN LOCATES AND PRESSES THE PUSHBUTTON
FOR AN EXTENDED TIME, THE PUSHBUTTON UNIT WILL ANNOUNCE
THE FOLLOWING MESSAGE: "WAIT TO CROSS ABERDEEN BOULEVARD
AT FRANKFORD STREET".
B. WHEN THE "WALK" PHASE BEGINS, THE MESSAGE WILL BE A
RAPID TICK, WHICH WILL LAST FOR THE DURATION OF THE "WALK
PHASE".
TO CROSS FRANKFORD STREET.
A. WHEN A PEDESTRIAN LOCATES AND PRESSES THE PUSHBUTTON
FOR AN EXTENDED TIME, THE PUSHBUTTON UNIT WILL ANNOUNCE
THE FOLLOWING MESSAGE: "WAIT TO CROSS FRANKFORD STREET AT
ABERDEEN BOULEVARD".
B. WHEN THE "WALK" PHASE BEGINS, THE MESSAGE WILL BE A
RAPID TICK, WHICH WILL LAST FOR THE DURATION OF THE "WALK
PHASE".
E H
H F
K
G
J
H
D
G
H
GJ
GH
J
6.
7.
INSTALL 27 FT. STEEL POLE WITH SINGLE 70 FOOT MAST ARM (CUT TO
60 FEET, CLEANED, GALVANIZED AND CAPPED), LED TRAFFIC SIGNAL
HEADS, VIDEO DETECTION CAMERA,SIGNS, COUNTDOWN PEDESTRIAN
SIGNAL HEADS, AUDIBLE PUSHBUTTON STATION AND SIGN, AND
PEDESTRIAN EDUCATION SIGN. (NOTE: 1-3 IN. PVC CONDUIT BEND)
1" p S
G P 1_
C
IS
R .d g n
H .D
A .P
INSTALL 27 FT. STEEL POLE WITH SINGLE 70 FOOT MAST ARM (CUT TO
60 FEET, CLEANED, GALVANIZED AND CAPPED), LED TRAFFIC SIGNAL
HEADS, SIGNS, COUNTDOWN PEDESTRIAN SIGNAL HEADS, AUDIBLE
PUSHBUTTON STATION AND SIGN, PEDESTRIAN EDUCATION SIGN 250 WATT
HIGH PRESSURE SODIUM LAMP AND 20 FOOT LUMINAIRE.
(NOTE: 2-3 IN. PVC CONDUIT BENDS)
INSTALL 27 FT. STEEL POLE WITH TWIN 70/50 FOOT MAST ARMS,
LED TRAFFIC SIGNAL HEADS, VIDEO DETECTION CAMERAS, SIGNS
COUNTDOWN PEDESTRIAN SIGNAL HEADS, AUDIBLE PUSHBUTTON
STATION AND SIGN, PEDESTRIAN EDUCATION SIGN, 250 WATT
HIGH PRESSURE SODIUM LAMP AND 20 FOOT LUMINAIRE.
(NOTE: 2-3 IN. PVC CONDUIT BENDS)
08 ALT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TERMINATING ALL
SIGNAL CABLE TO THE APPROPRIATE TERMINALS AND PROPERLY
LABELING EACH CABLE.
ALL UNUSED CABLE SHALL BE REMOVED AND DISPOSED OF BY
THE CONTRACTOR.
ALL TRAFFIC SIGNAL FOUNDATIONS SHALL BE INSTALLED AT THE
FINAL SIDEWALK OR CURB GRADE FOR CLOSED SECTIONS, HIGHEST
ROADWAY PROFILE GRADE FOR OPEN SECTIONS.
A 10 FT SEPARATION MUST BE MAINTAINED BETWEEN
PUSHBUTTONS AND IS MEASURED FROM FACE OF PUSHBUTTON
TO FACE OF PUSHBUTTON.
PUSHBUTTONS ARE TO BE LOCATED SO THEY CAN BE ACTIVATED
BY A PERSON IN A WHEELCHAIR REACHING LESS THAN 18" FROM A
60" X 60" LEVEL LANDING AREA. A LEVEL LANDING AREA IS AN
AREA WITH A CROSS SLOPE OF LESS THAN OR EQUAL TO 2%.
1.
2.
3.
4.
5.
L FIBER OPTIC INTERCONNECT CABLE - SEE CP-60.1 FOR DETAILS
L
L
L
L
L
TO PRIMARY POWER SOURCE
(SEE PROJECT DESCRIPTION CP-50)
I/C
B
D E
D ;N
O T
T
A
D A T aa b b a
TO PRIMARY POWER SOURCE
(SEE PROJECT DESCRIPTION CP-50)
S O
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
CP-50
PROJECT DESCRIPTION
I.
II.
III.
- 5-CONDUCTOR ELECTRICAL CABLE NO. 14 AWG
- �" X 10’ GROUND ROD
- 7-CONDUCTOR ELECTRICAL CABLE NO. 14 AWG
- NO. 6 AWG STRANDED BARE COPPER GROUND WIRE
- CAMERA DETECTION ZONE
WIRING KEY
DZ
PS
3 42 765 8
R
Y
G
10 11 1291
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
PHASING SEQUENCE CHART
R
Y
G
R
Y
G
R
Y
G
R
Y
G
- CAMERA W/ 400’ LEAD-IN TO CONTROLLER
- CAMERA W/ 200’ LEAD-IN TO CONTROLLERB
D,G,J,L,N d e - 3 WIRE, 1 CONDUCTOR ELECTRICAL CABLE (NO. 4 AWG)
FOR SERVICE
ABERDEEN BOULEVARD
ABERDEEN BOULEVARD
F R
A N
K F
O
R E E T
F R
A N
K F
O
R E E T
F R
A N
K F
O
R
E
E R
D E
U L E
V A
R D
T R
A F
N A L
IZ
A T
A
N
- PROPOSED SERVICE FEED
FD
C
A A
MLKJ
G
H
O
N
N,O
O b
H d,e B,K,M
J,K,M
L,M
M
B,J,K,M
G,H
DZ
DZ DZ
PS
E
R
R R R R RG
R
G
R R R R
G G R R
G G R
PHASE 2 AND 6
2 AND 6 CHANGE
PHASE 3 AND 7
PHASE 3 AND 8
PHASE 4 AND 7
G G
Y Y Y Y R R R R R
R R R
R
G G GRR R R G
RR R R
RR R R
RR R R
G G G
RR R
R R
PEDESTRIAN CLEAR
THE CONTROLLER MAY SKIP TO PHASES 3 AND 8, 4 AND 7, OR 4 AND 8
3 CHANGE
G G G G R R R R RR R R
WALK DW
FL/DW DW FL/DW FL/DW DW FL/DW
DW DW DW DWDW DW
Y Y Y
R
G G
G G
G
Y
R R
RR R R RR R R R
DW DWDW DW
DW DWDW DW
DW DW DW DWDW DW
DW DW DW DWDW DW7 CHANGE
PHASE 4 AND 8
4 AND 8 CHANGE
PHASE 4 AND 8 ALT
PEDESTRIAN CLEAR
4 AND 8 ALT CHANGE
FLASHING
OPERATION
G GG G
G G G G
G GG G
Y YY Y
Y YY Y
RR R R RR R
RR R R RR R
RR R R RR R
RR R R RR R
RR R R RR R
R
R
R
R
R
DW DW DW DWDW DW
DW DW DW DWDW DW
DW DW DWDW
DW DW DWDW
DW DW DWDW
FL/DW FL/DW
DW DW
DARKDARKDARKDARKDARKDARKFL/YFL/YFL/YFL/Y FL/R FL/R FL/R FL/R
DW DW DW DWDW DW
13 14 15 16 17 18
WIRING DIAGRAM
WALKWALKWALK WALK
WALKWALK
P,Q,R,S,T,U
A,B,C,E,F, H,K,M,O,P
Q,R,S,T,U,V W,X,Y,Z,a,d
S
A,B,C,E,F, H,K,M,O
P,Q,R,S,T,U,V W,X,Y,Z,a,d
B
T
U a
ZY
Q
P
W
V
A
A
A,F
A,C,D,E,F
A,D,E,F
A,C,E,F R,X,d
X
R
A,C,E,F
C,E,F,H,K,M,O
V,W,X,Y,Z,a
- 2-CONDUCTOR ELECTRICAL CABLE NO. 14 AWG
N /A
H .D p S
G P C
IS
R .d g n
A .P
IV.
A,C,E,F,O, P,Q,R,V,W, X,b,d
B,H,K,M,S,Y,c
T,U,Z,a,b,d
T,U,Z,a,b,d
O,P,Q, V,W,b,d
O,P,Q V,W,b,d
- 2 CONDUCTOR ELECTRICAL CABLE (NO. 12 AWG),
TRAY CABLE, TYPE THNN FOR LUMINAIRE
b,c b,c,d c
PHASE 3 AND 8 ALT G G R R
G G R
RR R R
RR R R
G G G
R RY Y Y
R DW DWDW DW
DW DWDW DW
WALK
WALK
WALK
WALK
DWDW
DW DW
3 CHANGE
FL/ R FL/ R FL/ R FL/ R
GENERAL
THIS PROJECT INVOLVES THE INSTALLATION OF A NEW TRAFFIC SIGNAL
AND ASSOCIATED EQUIPMENT AND SIGNING AT THE INTERSECTION OF
ABERDEEN BOULEVARD AND FRANKFORD STREET AT THE ABERDEEN
PROVING GROUNDS, IN HARFORD COUNTY, MARYLAND.
INTERSECTION OPERATION
THE SIGNAL SHALL OPERATE IN A NEMA SIX-PHASE, FULL TRAFFIC ACTUATED MODE.
THE ABERDEEN BLVD APPROACHES SHALL OPERATE CONCURRENTLY. AN EXCLUSIVE
LEFT TURN PHASE SHALL BE PROVIDED FOR THE NORTHBOUND AND SOUTHBOUND
APPROACH OF FRANKFORD STREET. THE FRANKFORD APPROACHES SHALL OPERATE
CONCURRENTLY
USACE LOCAL RAILROAD TRACKS TRAVERSE THE SOUTH LEG OF THE INTERSECTION ALONG
FRANKFORD STREET. UPON PROJECT COMPLETION, FLAGGING OPERATIONS SHALL BE USED
TO CONTROL TRAFFIC DURING ALL TRAIN CROSSINGS.
CONTROLLER REQUIREMENTS
A FULLY-ACTUATED, EIGHT-PHASE CONTROLLER WITH, VIDEO DETECTION CAMERAS AND
INTERFACES HOUSED IN A NEMA SIZE "6" BASE MOUNTED CABINET SHALL BE INSTALLED.
POWER SERVICES
A SINGLE-PHASE CIRCUIT OF 120/240 VOLTS, 60Hz AND 60 AMPS SHALL BE PROVIDED AS A
SECONDARY SERVICE TO THE TRAFFIC SIGNAL CONTROL CABINET. A 15kVA TRANSFORMER OR
EQUIVALENT POWER SOURCE SHALL BE PROVIDED. PRIMARY SERVICE FEED SHALL BE DETERMINED
IN THE FIELD.
a
U P
D A T
IR
G R
A M
K E
Y P
H A S
A
T
SS
Q
L
D
Q
L
D
S
U
S
W V
W V
T
C
O
W V
W V
W V
T
C
O
W V
S O
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
PROPOSED VIDEO
DETECTION
a DETECTION ZONE
VIDEO DETECTION CAMERA
N
ABERDEEN BLVD. IS ASSUMED TO
RUN IN AN EAST-WEST DIRECTION
E
S
W
A
E
S
W
SD SD
G G
F F
GEOMETRIC LEGEND
UTILITY LEGEND
EXISTING
PROPOSED
STORM DRAIN
GAS MAIN
WATER MAIN
SEWER MAIN
ELECTRIC CABLES
AERIAL CABLES
TELEPHONE CABLES
FIBER-OPTIC
T R
A F
N A L
IZ
A T
A
N
B E L
A
IR
S T R E E T
B E L
A
IR
S T R E E T
NOTE:
PHASES ASSOCIATED BY A DASHED LINE WILL OPERATE CONCURRENTLY.
PHASES ASSOCIATED BY A SOLID LINE WILL NOT OPERATE CONCURRENTLY.
FLASHING
OPERATION
NEMA PHASING
Aberdeen Blvd
18a,18b,22a,22b
PROPOSED SIGNS
ONLY
A
B
INSTALL NEMA SIZE 6 BASE MOUNTED CABINET AND CONTROLLER WITH
ALL NECESSARY EQUIPMENT (NOTE: 2-2" AND 2-4" PVC 90 DEGREE BENDS).
INSTALL PAD MOUNTED TRANSFORMER FOR ELECTRICAL SERVICE TO
CONTROLLER.
INSTALL ELECTRICAL HANDHOLE.
INSTALL 3" SCHEDULE 80 PVC ELECTRICAL CONDUIT - TRENCHED.
INSTALL 4" SCHEDULE 80 PVC ELECTRICAL CONDUIT - BORED.
INSTALL 4" SCHEDULE 80 PVC ELECTRICAL CONDUIT - TRENCHED.
CONSTRUCTION DETAILS
USACE LOCAL RAIL TRACKS
aB
H
G
C
J
G
HA
J
22a 22b a c b b
C
18a
18b
20a
20b
PROPOSED LED SIGNALS
R
Y
G
12"
R
G
YY
G
12"
2,4,7,10
03 04
D-3(1)
(VAR.x16")
D-3(1)
(VAR.x16")
B E L
A
IR
S T R
E
E R
D E
U L E
V A
R D
26’
16’
16’
39’ a
37’9’8’
T
G
E
F
20’
8’
10’
3’
5’
5’
R
G
Y
G Y
12"/8"
5,81,3,6,9
07 08
45’ a,b,c
18’
42’
H
15a
15b
15a,15b,20a,20b
12’
7’
9’
11,12,13,14
GENERAL NOTES
G
D
H
D
E
F
G
H
J
K
INSTALL 10 FT BREAKAWAY PEDESTAL POLE WITH COUNTDOWN PEDESTRIAN
SIGNAL HEAD, AUDIBLE PUSHBUTTON STATION AND SIGN (NOTE: 1-3 IN.
PVC CONDUIT BEND)
Bel Air St
9’
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
BEL AIR STREET BEL AIR STREET ABERDEEN BLVD ABERDEEN BLVD
25 23 2426
16" LED
COUNTDOWN
PEDESTRIAN
SIGNAL
24’13’3’
LOCATION OF ACCESSIBLE PEDESTRIAN SIGNAL PUSHBUTTONS
MUST MEET LOCATION REQUIRMENTS OF MUTCD SEC. 4E.09 AND
FIG. 4E.2 AND NCHRP PUBLICATION "ACCESSIBLE PEDESTRIAN
SIGNALS: GUIDE TO BEST PRACTICE". IF NOT MET, THE CONTRACTOR
IS TO STOP WORK ON PUSHBUTTON LOCATIONS UNTIL AN
ALTERNATE LOCATION HAS BEEN IDENTIFIED AND APPROVED BY
TO CROSS ABERDEEN BOULEVARD.
FOR AN EXTENDED TIME, THE PUSHBUTTON UNIT WILL ANNOUNCE
THE FOLLOWING MESSAGE: "WAIT TO CROSS ABERDEEN BOULEVARD
AT BEL AIR STREET".
B. WHEN THE "WALK" PHASE BEGINS, THE MESSAGE WILL BE A
RAPID TICK, WHICH WILL LAST FOR THE DURATION OF THE "WALK
PHASE".
TO CROSS BEL AIR STREET.
A. WHEN A PEDESTRIAN LOCATES AND PRESSES THE PUSHBUTTON
FOR AN EXTENDED TIME, THE PUSHBUTTON UNIT WILL ANNOUNCE
THE FOLLOWING MESSAGE: "WAIT TO CROSS BEL AIR STREET AT
ABERDEEN BOULEVARD".
B. WHEN THE "WALK" PHASE BEGINS, THE MESSAGE WILL BE A
RAPID TICK, WHICH WILL LAST FOR THE DURATION OF THE "WALK
PHASE".
CP-51
H
7.
INSTALL 27 FT. STEEL POLE WITH SINGLE 70 FOOT MAST ARM, LED
TRAFFIC SIGNAL HEADS, VIDEO DETECTION CAMERA, AND SIGNS
COUNTDOWN PEDESTRIAN SIGNAL HEADS, AUDIBLE PUSHBUTTON
STATION AND SIGN, AND PEDESTRIAN EDUCATION SIGN.
(NOTE: 2-3 IN. PVC CONDUIT BENDS)
16’
4.5’ 2.5’ p S
G P C
IS
R .d g n
H .D
1"
A .P
4’
7’ 5’ 4’
10’
ONLY
R3-5(L)
(30"x36")
17,19,21
R3-5(R)
(30"x36")
INSTALL 27 FT. STEEL POLE WITH TWIN 70/50 FOOT MAST ARMS, LED
TRAFFIC SIGNAL HEADS, VIDEO DETECTION CAMERA,SIGNS AND 250
WATT HIGH PRESSURE SODIUM LAMP AND 20 FOOT LUMINAIRE.
(NOTE: 2-3 IN. PVC CONDUIT BENDS)
INSTALL 27 FT. STEEL POLE WITH SINGLE 50 FOOT MAST ARM, LED
TRAFFIC SIGNAL HEADS, AND SIGNS, COUNTDOWN PEDESTRIAN SIGNAL
HEADS, AUDIBLE PUSHBUTTON STATION AND SIGN, PEDESTRIAN
EDUCATION SIGN AND 250 WATT HIGH PRESSURE SODIUM LAMP
AND 20 FOOT LUMINAIRE.(NOTE: 2-3 IN. PVC CONDUIT BENDS)
H c b
J
K
04 ALT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TERMINATING ALL
SIGNAL CABLE TO THE APPROPRIATE TERMINALS AND PROPERLY
LABELING EACH CABLE.
ALL UNUSED CABLE SHALL BE REMOVED AND DISPOSED OF BY
THE CONTRACTOR.
ALL TRAFFIC SIGNAL FOUNDATIONS SHALL BE INSTALLED AT THE
FINAL SIDEWALK OR CURB GRADE FOR CLOSED SECTIONS, HIGHEST
ROADWAY PROFILE GRADE FOR OPEN SECTIONS.
A 10 FT SEPARATION MUST BE MAINTAINED BETWEEN
PUSHBUTTONS AND IS MEASURED FROM FACE OF PUSHBUTTON
TO FACE OF PUSHBUTTON.
PUSHBUTTONS ARE TO BE LOCATED SO THEY CAN BE ACTIVATED
BY A PERSON IN A WHEELCHAIR REACHING LESS THAN 18" FROM A
60" X 60" LEVEL LANDING AREA. A LEVEL LANDING AREA IS AN
AREA WITH A CROSS SLOPE OF LESS THAN OR EQUAL TO 2%.
1.
2.
3.
4.
5.
6.
L
TO PRIMARY POWER SUPPLY
(SEE PROJECT DESCRIPTION CP-52)
L
L FIBER OPTIC INTERCONNECT CABLE - SEE CP-60.1 FOR DETAILS
B
D E
D
N O
T
T
A
D A T E
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
C .A .C
C
IS
R
P
H A S E
II
W
B U B a
ABERDEEN BOULEVARD
ABERDEEN BOULEVARD
B E L
A
IR
S T R E E T
B E L
A
IR
S T R E E T
USACE LOCAL RAIL TRACKS
a a c b b a
T c b
TO PRIMARY POWER SUPPLY
(SEE PROJECT DESCRIPTION CP-52)
CP-52
PROJECT DESCRIPTION
I.
II.
III.
3 42 76 8 1091
PHASING SEQUENCE CHART
Y
G
R
Y
G
N
Y
G
R
Y
G
Y
G
R R
Y
G
R
Y
G
R
- NO. 6 AWG STRANDED BARE COPPER GROUND WIRE
- CAMERA DETECTION ZONE
WIRING KEY
DZ
PS
- CAMERA W/ 300’ LEAD-IN TO CONTROLLER
- CAMERA W/ 500’ LEAD-IN TO CONTROLLER
X
TRAY CABLE, TYPE THHN FOR LUMINAIRE
- 3 WIRE, 1 CONDUCTOR ELECTRICAL CABLE (NO. 4 AWG)
FOR SERVICE
B,C
E,G,K,M
B E L
A
IR
S T R
E
E R
D E
U L E
V A
R D
T R
A F
N A L
IZ
A T
A
N
WIRING DIAGRAM
- PROPOSED SERVICE FEED
H
H
O
K
A
L
F
B,D,F
M V
C,N
G,H
PS
DZ DZ
DZ
N
G
N
DZ DZ
A,K
PHASE 1 AND 6 R R R
R R R
R
R
RRR R
2 AND 6 CHANGE
1 CHANGE
PHASE 2 AND 6
3 CHANGE
7 CHANGE
G
G
G/G
Y/G
R R
R R
R R
R R
R
R
R RR R R
R R
R R R R
YY
G
G G G G
Y Y Y Y R R R
THE CONTROLLER MAY SKIP TO PHASES 3 AND 8, 4 AND 7, OR 4 AND 8
PEDESTRIAN CLEAR
PHASE 3 AND 7
PHASE 3 AND 8
PHASE 4 AND 7
PEDESTRIAN CLEAR
4 AND 8 CHANGE
FLASHING
OPERATION
DW DW DW DW
DW DW DW DW
DW DWFL/DW FL/DW
DW DW DW DW
G/R G/R G/R R
RR RR R RG G G G
DW DWWLK WLK
DW DW DW DW
RRR R G/G G/G RRRG DW DW DW DW
RRRG DW DW DW DWY/G Y/GRRR R
RRR R RR R G
RR R Y/G Y/G G
DW DWWLK WLK
DW DWWLK WLK
G G G G G DW DWWLK WLK
Y Y Y Y
GG G G G G DW DWFL/DW FL/DW
DW DW DWDW
DARK DARK DARK DARKFL/Y FL/Y FL/Y FL/Y FL/R FL/R FL/R FL/R FL/R FL/R
11 12 13 14
T R
A F
N A L
IZ
A T
A
N
B E L
A
IR
S T R
E
E R
D E
U L E
V A
R D
A A
P
E
E,F D B
F D,F
B B
B,C,D F,N,X
C
C,M,N
M,N
B,C,D,F M,N,Q,X
J
K
A,J,K,L
A,J,L T
A,J,L,P,T,X
A,B,C,D,F H,J,L,M,N O,P,Q,R,S
T,X
A,B,C,D,F H,J,L,M,N O,P,Q,R,S
T,U,V
R
S
C
A
- 7-CONDUCTOR ELECTRICAL CABLE NO. 14 AWGR,S,T,U
Y
G
Y
G
R
Y
G
Y
G
RR
G
Y
G Y
R
G
Y
G Y
N /A
H .D p S
G P C
IS
R .d g n
A .P
IV.
H,N,O,R,S,X,W
W
P,U,X
P,U,X
U
V,W
Q
V,W,X X,Y
H,N,O,R,S,X,W
PHASE 4 ALT AND 8 R R R R
R R R R
R R R R
G/G G/G
G/R G/R
- 2-CONDUCTOR ELECTRICAL CABLE NO. 14 AWGN,O,P,Q
D,F,H,J,L
GENERAL
THIS PROJECT INVOLVES THE INSTALLATION OF A NEW TRAFFIC SIGNAL
AND ASSOCIATED EQUIPMENT AND SIGNING AT THE INTERSECTION OF
ABERDEEN BOULEVARD AND BEL AIR STREET AT THE ABERDEEN
PROVING GROUNDS, IN HARFORD COUNTY, MARYLAND.
INTERSECTION OPERATION
THE SIGNAL SHALL OPERATE IN A NEMA SIX-PHASE, FULL TRAFFIC ACTUATED MODE.
THE ABERDEEN BLVD APPROACHES SHALL OPERATE CONCURRENTLY. AN EXCLUSIVE/
PERMISSIVE LEFT TURN PHASE SHALL BE PROVIDED FOR EACH APPROACH ALONG
ABERDEEN BOULEVARD. THE NORTHBOUND AND SOUTHBOUND APPROACHES ALONG
BEL AIR STREET SHALL OPERATE CONCURRENTLY. AN EXCLUSIVE/PERMISSIVE LEFT
TURN PHASE SHALL BE PROVIDED AT EACH APPROACH ALONG BEL AIR STREET.
USACE LOCAL RAILROAD TRACKS TRAVERSE THE SOUTH LEG OF THE INTERSECTION ALONG
BEL AIR STREET. UPON PROJECT COMPLETION, FLAGGING OPERATIONS SHALL BE USED TO
CONTROL TRAFFIC DURING ALL TRAIN CROSSINGS.
CONTROLLER REQUIREMENT
A FULLY-ACTUATED, EIGHT PHASE CONTROLLER WITH, VIDEO DETECTION CAMERAS AND
INTERFACES HOUSED IN A NEMA SIZE "6" BASE MOUNTED CABINET SHALL BE INSTALLED.
POWER SERVICES
A SINGLE-PHASE CIRCUIT 120/240 VOLTS, 60 HZ AND 60 AMPS SHALL BE PROVIDED AS A
SECONDARY SERVICE TO THE SIGNAL CONTROLLER. A 15kVA TRANSFORMER OR EQUIVALENT
POWER SOURCE SHALL BE PROVIDED. THE PRIMARY SERVICE FEED SHALL BE DETERMINED
IN THE FIELD.
U P
D A T
Y
D
IA
G R
A M P
H A S
A
T E
S
(EMPTY)
G
V
S O
L
IC
IT
A T
F
M E
D
C
D E S
IG
N
D E S
C R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P P
R
D A T E
D R
A W
M B
E R
S
IZ
E
S U
B M
IT
T
P L O
T
S
C A L E
P L
T E
D A T E
M A
R K
D E S
C R
IP
T
IO
N
C O
N T R
A
SHEET
IDENTIFICATION
D A T E
A P P
R
US Army Corps of Engineers
U .S
A R
M Y
C
O R
E
N G
IN
E E
R S
A B
E R
D E
O V
O U
N D
A B
E R
D E E
N
M A
R Y L A
N D
A N
S I D
R
Philadelphia District
S o u th
C h a rl e s
S tr e e t
T o w e r T w o S u it e
B a lt im o re
M a ry la n d x
J a c o b s
E n g in e e ri u p
In c
P H
IL
A D
E L P
T R
IC
T
P H
IL
A D
E L P
H
IA
P E
N N
S Y L V
A N
IA
R O
A D
W A
Y
IM
P R
O V E
M E
N T S
S .M
1-
1-
C .A .C
C
IS
R
P
H A S E
II
W
B U B
E
S
W
A
E
S
W
SD SD
G G
F F
GEOMETRIC LEGEND
UTILITY LEGEND
EXISTING
PROPOSED
STORM DRAIN
GAS MAIN
WATER MAIN
SEWER MAIN
ELECTRIC CABLES
AERIAL CABLES
TELEPHONE CABLES
FIBER-OPTIC
GENERAL NOTES
F R
A N
K F
O
R E E T
BOOTHBY HILL AVENUE
F R
A N
K F
O
R E E T
BOOTHBY HILL
AVENUE
N
BOOTHBY HILL AVE. IS ASSUMED TO
RUN IN AN EAST-WEST DIRECTION
R
Y
G
12"
R
G
YY
G
12"
5,7
6,8
1,2,3,4
Frankford St.
14a,14b,17a,17b
PROPOSED SIGNS
R3-5(R)
(30"x36")
ONLYONLY
R3-5(L)
(30"x36")
PROPOSED VIDEO
DETECTION
a DETECTION ZONE
VIDEO DETECTION CAMERA
a,b
Boothby Hill Ave.
PROPOSED LED SIGNALS
02 03
07 08
FLASHING
OPERATION
NOTE:
PHASES ASSOCIATED BY A DASHED LINE WILL OPERATE CONCURRENTLY.
PHASES ASSOCIATED BY A SOLID LINE WILL NOT OPERATE CONCURRENTLY.
NEMA PHASING
A
B
D
E
F
G
H
J
INSTALL ELECTRICAL HANDHOLE.
INSTALL 3" SCHEDULE 80 PVC ELECTRICAL CONDUIT - TRENCHED.
INSTALL 4" SCHEDULE 80 PVC ELECTRICAL CONDUIT - BORED.
INSTALL 4" SCHEDULE 80 PVC ELECTRICAL CONDUIT - TRENCHED.
C
T
B
J H
K
H J C
H F G
J
L
J
K A
B
A
14a
14b
15b
15a
17a
17b
18a 18b
15a,15b,18a,18b
D-3(1)
(VAR.x16")
D-3(1)
(VAR.x16")
T R
A F
N A L
IZ
A T
A
N
F R
A N
K F
O
R
E
B
O O
T H
L
A
V E
N U
E
CP-53
12’
14’
13’
5’
6’10’
5’
10’
7’8’ 4’
8’
22’
25’
11’
6’
3’
6’
8’
14’ 13’
7’
8’
9’
12’
14’
K
H
D
16" LED
COUNTDOWN
PEDESTRIAN
SIGNAL
13,16
21’
16’
E
J23
9,10,11,12
INSTALL 10 FT BREAKAWAY PEDESTAL POLE WITH COUNTDOWN
PEDESTRIAN SIGNAL HEAD, AUDIBLE PUSHBUTTON STATION AND
SIGN (NOTE: 1-3 IN. PVC CONDUIT BEND)
INSTALL 5 FT PEDESTAL BREAKAWAY POLE WITH MODIFIED
FOUNDATION (STD. NO. MD 801.01-01), BREAKAWAY COUPLINGS
(STD. NO. 818.16-01), COUNTDOWN PEDESTRIAN SIGNAL HEAD,
AUDIBLE PUSHBUTTON STATION AND PEDESTRIAN EDUCATION SIGN.
(NOTE: 1-3 IN PVC CONDUIT BEND)
INSTALL 27 FT. STEEL POLE WITH SINGLE 50 FOOT MAST ARM,
LED TRAFFIC SIGNAL HEADS, VIDEO DETECTION CAMERA AND
SIGNS, COUNTDOWN PEDESTRIAN SIGNAL HEADS, AUDIBLE
PUSHBUTTON STATION AND SIGN, AND PEDESTRIAN EDUCATION
SIGN. (NOTE: 1-3 IN. PVC CONDUIT BEND)
INSTALL NEMA SIZE 6 BASE MOUNTED CABINET AND CONTROLLER
WITH ALL NECESSARY EQUIPMENT (NOTE: 2-2" AND 2-4" PVC 90
DEGREE BENDS).
INSTALL PAD MOUNTED TRANSFORMER FOR ELECTRICAL SERVICE
TO CONTROLLER.
K
L
CONSTRUCTION DETAILS
5 6
6.
INSTALL 27 FT. STEEL POLE WITH TWIN 50/50 FOOT MAST ARMS,
LED TRAFFIC SIGNAL HEADS, VIDEO DETECTION CAMERA AND SIGNS,
COUNTDOWN PEDESTRIAN SIGNAL HEADS, AUDIBLE PUSHBUTTON
STATION AND SIGN, AND PEDESTRIAN EDUCATION SIGN.
(NOTE: 2 -3 IN. PVC CONDUIT BENDS)
B
A
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
BOOTHBY HILL AVE
FRANKFORD STREET
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
BOOTHBY HILL AVE
PUSH BUTTON
TO CROSS
START CROSSING
WATCH FOR
TURNING CARS
FINISH CROSSING
IF STARTED
IN CROSSWALK
SHOULD NOT BE
PEDESTRIANS
FLASHING
STEADY
TIME REMAINING
TO FINISH CROSSING
STREET NAME
IN
BRAILLE TYPE 2
FRANKFORD STREET
22 23
20 21
LOCATION OF ACCESSIBLE PEDESTRIAN SIGNAL PUSHBUTTONS
MUST MEET LOCATION REQUIRMENTS OF MUTCD SEC. 4E.09 AND
FIG. 4E.2 AND NCHRP PUBLICATION "ACCESSIBLE PEDESTRIAN
SIGNALS: GUIDE TO BEST PRACTICE". IF NOT MET, THE CONTRACTOR
IS TO STOP WORK ON PUSHBUTTON LOCATIONS UNTIL AN
ALTERNATE LOCATION HAS BEEN IDENTIFIED AND APPROVED BY
TO CROSS FRANKFORD STREET.
FOR AN EXTENDED TIME, THE PUSHBUTTON UNIT WILL ANNOUNCE
THE FOLLOWING MESSAGE: "WAIT TO CROSS FRANKFORD STREET
AT BOOTHBY HILL AVENUE".
B. WHEN THE "WALK" PHASE BEGINS, THE MESSAGE WILL BE A
RAPID TICK, WHICH WILL LAST FOR THE DURATION OF THE "WALK
PHASE".
TO CROSS BOOTHBY HILL AVENUE.
A. WHEN A PEDESTRIAN LOCATES AND PRESSES THE PUSHBUTTON
FOR AN EXTENDED TIME, THE PUSHBUTTON UNIT WILL ANNOUNCE
THE FOLLOWING MESSAGE: "WAIT TO CROSS BOOTHBY HILL
AVENUE AT FRANKFORD STREET".
B. WHEN THE "WALK" PHASE BEGINS, THE MESSAGE WILL BE A
RAPID TICK, WHICH WILL LAST FOR THE DURATION OF THE "WALK
PHASE".
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1"
INSTALL 27 FT. STEEL POLE WITH SINGLE 38 FOOT MAST ARM
LED TRAFFIC SIGNAL HEADS SIGNS COUNTDOWN PEDESTRIAN
SIGNAL HEADS, AUDIBLE PUSHBUTTON STATION AND SIGN,
PEDESTRIAN EDUCATION SIGN, 250 WATT HIGH PRESSURE SODIUM
LAMP AND 20 FOOT LUMINAIRE. (NOTE: 2-3 IN. PVC CONDUIT BENDS)
TO POWER SUPPLY
02 ALT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TERMINATING ALL
SIGNAL CABLE TO THE APPROPRIATE TERMINALS AND PROPERLY
LABELING EACH CABLE.
ALL UNUSED CABLE SHALL BE REMOVED AND DISPOSED OF BY
THE CONTRACTOR.
ALL TRAFFIC SIGNAL FOUNDATIONS SHALL BE INSTALLED AT THE
FINAL SIDEWALK OR CURB GRADE FOR CLOSED SECTIONS, HIGHEST
ROADWAY PROFILE GRADE FOR OPEN SECTIONS.
A 10 FT SEPARATION MUST BE MAINTAINED BETWEEN
PUSHBUTTONS AND IS MEASURED FROM FACE OF PUSHBUTTON
TO FACE OF PUSHBUTTON.
PUSHBUTTONS ARE TO BE LOCATED SO THEY CAN BE ACTIVATED
BY A PERSON IN A WHEELCHAIR REACHING LESS THAN 18" FROM A
60" X 60" LEVEL LANDING AREA. A LEVEL LANDING AREA IS AN
AREA WITH A CROSS SLOPE OF LESS THAN OR EQUAL TO 2%.
1.
2.
3.
4.
5.
7.
M FIBER OPTIC INTERCONNECT CABLE - SEE CP-60.1 FOR DETAILS
M
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B L E
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PROJECT DESCRIPTION
I.
II.
WIRING DIAGRAM
CP-54
3 42 765 81
PHASING SEQUENCE CHART
R
Y
G
R
Y
G
R
Y
G
R
- NO. 6 AWG STRANDED BARE COPPER GROUND WIRE
- CAMERA DETECTION ZONE
WIRING KEY
- PROPOSED UNDERGROUND SERVICE FEED
DZ
PS
- CAMERA W/ 300’ LEAD-IN TO CONTROLLER
- CAMERA W/ 500’ LEAD-IN TO CONTROLLERB
F R
A N
K F
O
R
E
B
O O
T H
L
A
V E
N U
E
T R
A F
N A L
IZ
A T
A
N
R
Y
G
R
E,F
DZ
DZ
B,D
GH
J
K
DC
F
E
U,V
A,G,H
K
A,H
J,K
B,C,D
D,F,H,K
C,E,G,J
PS
Y
G
R
Y
G
Y
G
R
Y
G
9 10 11 12
R
R
R R
RRRR R
R RRR
R RRR
PHASE 3 AND 8
R R R
R R R
R
G/G
R R
R R
R R R R R
PHASE 2 AND 6
PHASE 3 AND 7
PHASE 4 AND 7
PHASE 4 AND 8
4 AND 8 CHANGE Y Y Y Y
G G G GRR
RR
R R
R R
G
G/G G
Y/G
R
R
G
G
Y/G
Y Y Y Y
G G G G
R R RG/R G/R
DW DW DW DW
DW DW DWDW
DW DWWLK WLK
PHASE 2 AND 6 CHANGE
PHASE 2 AND 6 ALT RR R RG G G G
PEDESTRIAN CLEAR
2 AND 6 ALT CHANGE
DW DW DW DW
Y RR R RY Y Y DW DW DW DW
RR R RG G G G FL/DW FL/DW DW DW
THE CONTROLLER MAY SKIP TO PHASES 3 AND 8, 4 AND 7, OR 4 AND 8
3 AND 8 CHANGE
4 AND 7 CHANGE
PEDESTRIAN CLEAR
DW DW WLK WLK
DW DW WLK WLK
DW DW DW DW
DW DW DW DW
DW DW WLK WLK
FL/DW FL/DWDW DWG G G GRRR R
DW DW DW DW
FLASHING
OPERATION
FL/R FL/R FL/R FL/R FL/Y FL/Y FL/Y FL/Y DARK DARK DARK DARK
B,C,D
B
B,D,U
B,D,U
M
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N
- 2 CONDUCTOR ELECTRICAL CABLE (NO. 14 AWG),
P
N /A
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GENERAL
THIS PROJECT INVOLVES THE INSTALLATION OF A NEW TRAFFIC SIGNAL
AND ASSOCIATED EQUIPMENT AND SIGNING AT THE INTERSECTION OF BOOTHBY
HILL AVENUE AND FRANKFORD STREET AT THE ABERDEEN PROVING GROUNDS, IN HARFORD
COUNTY, MARYLAND.
INTERSECTION…
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