BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
1
57
PROJECT FILE NO. 605524 & 605527
TITLE SHEET INDEX
THE 1988 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (ENGLISH EDITION);
THE SUPPLEMENTAL SPECIFICATIONS (ENGLISH EDITION), DATED
FEBRUARY 25, 2010; THE 2010 CONSTRUCTION STANDARDS; THE
CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS (MUTCD) WITH LATEST REVISIONS; THE 1990
STANDARD DRAWINGS FOR SIGNS AND SUPPORTS; THE 1968 STANDARD
DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING; AND THE
AMERICAN STANDARD FOR NURSERY STOCK CURRENT EDITION (ANSI
Z-60.1-2004).
INDEX
SHEET NO.
1
2-3
4
5-9
DESCRIPTION
TITLE SHEET & INDEX
LEGEND, ABBREVIATIONS & GENERAL NOTES
KEY PLAN
TYPICAL SECTIONS & PAVEMENT NOTES
10-11
CONSTRUCTION BASELINE TIES
12-14
CONSTRUCTION DETAILS
15-19
CONSTRUCTION PLANS
20-26
PROFILES
27-31
SIGNING & PAVEMENT MARKINGS
32
DESIGN DESIGNATION
RIVER STREET
DESIGN SPEED
=
ADT (CURRENT)
=
ADT (DESIGN YEAR) =
K
=
D
=
T (PEAK HOUR)
=
DHV
=
DDHV
=
FUNC CLASS
=
SIGN SUMMARY SHEETS
33-40
TRAFFIC SIGNAL PLANS & SCHEDULES
41-57
CROSS SECTIONS
WESTERN AVENUE
25 miles/hr
21,380
23,630
7.9%
100% EB
2.6%
1,880
1,880
PRINCIPAL
ARTERIAL
DESIGN SPEED
=
ADT (CURRENT)
=
ADT (DESIGN YEAR) =
K
=
D
=
T (PEAK HOUR)
=
DHV
=
DDHV
=
FUNC CLASS
=
30 miles/hr
20,900
23,100
8.6%
100% WB
0.9%
1,990
1,990
PRINCIPAL
ARTERIAL
CONVENTIONAL SIGNS
COUNTY, CITY, OR TOWN BOUNDARY.....
NOTE:
COUNTY, CITY, OR TOWN SIDE LINE.........
LENGTH OF PROJECT = 8,000 FEET= 1.5 MILES
FENCE LINE......................................................
75
BASE LINE OR SURVEY LINE.......................
58.57'
RIGHT OF WAY LINE.......................................
PROPOSED SURFACE
G SURFACE
EXISTIN
RECOMMENDED FOR APPROVAL
25% DESIGN
PRES.
98.21
98.71
PROP.
L:\09149\CURRENT\CUTSHEETS\COVER.dwg, COVER, 11/4/2011 2:31:24 PM, 1:1
CULVERT...........................................................
ELEVATIONS...................................................
UTILITY POLE.................................................
NOVEMBER 2011
75
CHIEF ENGINEER
HARDESTY & HANOVER , L LP
Howard/Stein-Hudson Associates, Inc.
38 Chauncy St., 9th Floor
Boston, MA 02111
617.482.7080
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
DATE
APPROVED
APPROVED:
HIGHWAY ADMINISTRATOR
DATE
HIGHWAY ADMINISTRATOR
DATE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
4
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\KEY PLAN.dwg, key plan, 11/4/2011 2:31:38 PM, 1:1
KEY PLAN
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
7
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\TYPICAL SECTIONS.dwg, SHEET 2, 11/4/2011 2:33:40 PM, 1:1
TYPICAL SECTIONS & PAVEMENT NOTES
WESTERN AVENUE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
20
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, RIVER, 11/4/2011 2:44:37 PM, 1:1
PROFILE
RIVER STREET
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
21
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, RIVER (2), 11/4/2011 2:44:54 PM, 1:1
PROFILE
RIVER STREET
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
22
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, WESTERN, 11/4/2011 2:45:10 PM, 1:1
PROFILE
WESTERN AVENUE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
23
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, WESTERN (2), 11/4/2011 2:45:27 PM, 1:1
PROFILE
WESTERN AVENUE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
24
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, SOLDIERS FIELD ROAD EB, 11/4/2011 2:45:51 PM, 1:1
PROFILE
SOLDIERS FIELD ROAD EASTBOUND
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
25
57
62
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, SOLDIERS FIELD ROAD WB, 11/4/2011 2:46:22 PM, 1:1
PROFILE
SOLDIERS FIELD ROAD WESTBOUND
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
26
57
62
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PROFILES.dwg, Memorial Drive, 11/4/2011 2:46:53 PM, 1:1
PROFILE
MEMORIAL DRIVE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
27
57
PROJECT FILE NO. 605524 & 605527
PAVEMENT & SIGNAGE PLANS
WRONG
WAY
STOP
DO NOT
ENTER
MUST
TURN RIGHT
Dwtn. Boston
Cambridge
Allston
MUST
TURN RIGHT
SPEED
ZONE
AHEAD
LEFT LANE
MUST
TURN LEFT
DO NOT
DO NOT
ENTER
ENTER
Watertown Sq.
Allston
L:\09149\CURRENT\CUTSHEETS\PAVEMENT & SIGNAGE PLAN 1.dwg, PAVEMENT PLAN 1, 11/4/2011 2:47:23 PM, 1:1
MUST
TURN RIGHT
MUST
TURN RIGHT
Dwtn. Boston
Cambridge
Cambridge
Watertown Sq.
Dwtn. Boston
DO NOT
Watertown Sq.
ENTER
Allston
Cambridge
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
28
57
PROJECT FILE NO. 605524 & 605527
PAVEMENT & SIGNAGE PLANS
Kendall Sq./MIT
Central Sq.
DO NOT
ENTER
WRONG
WAY
DO NOT
ENTER
WRONG
WAY
WRONG
WAY
L:\09149\CURRENT\CUTSHEETS\PAVEMENT & SIGNAGE PLAN 2.dwg, PAVEMENT PLAN 2, 11/4/2011 2:48:31 PM, 1:1
MUST
TURN RIGHT
NO
TURN
ON RED
Central Sq.
WRONG
WAY
Harvard Sq.
WRONG
WAY
Kendall Sq./MIT
NO
TURN
ON RED
Kendall Sq./MIT
Central Sq.
DO NOT
ENTER
NO
TURN
ON RED
Boston
Harvard Sq.
Watertown Sq.
Central Sq.
YIELD
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
29
57
PROJECT FILE NO. 605524 & 605527
PAVEMENT & SIGNAGE PLANS
NO TRUCKS
OR BUSES
Dwtn. Boston
Cambridge
Allston/Brighton
Cambridge
Watertown Sq.
DO NOT
ENTER
Allston/Brighton
DO NOT
NO TRUCKS
OR BUSES
ENTER
Allston/Brighton
Dwtn. Boston
TOW ZONE
NO
STOPPING
ANY
TIME
DO NOT
Watertown Sq.
NO
TURN
ON RED
ENTER
WRONG
WAY
DO NOT
ENTER
TOW ZONE
NO
STOPPING
ANY
TIME
Watertown Sq.
DO NOT
ENTER
Cambridge
Harvard Sq.
Central Sq.
Dwtn. Boston
Watertown Sq.
L:\09149\CURRENT\CUTSHEETS\PAVEMENT & SIGNAGE PLAN 3.dwg, PAVEMENT PLAN 3, 11/4/2011 2:49:13 PM, 1:1
Dwtn Boston
DO NOT
Watertown Sq.
ENTER
Allston/Brighton
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
30
57
PROJECT FILE NO. 605524 & 605527
PAVEMENT & SIGNAGE PLANS
Central Sq.
Kendall Sq./MIT
Boston
Boston
Watertown Sq.
H
MOUNT AUBURN
HOSPITAL
Kendall Sq./MIT
Harvard Sq.
TOW ZONE
NO
STOPPING
FIRE
LANE
Harvard Sq.
Boston
TOW ZONE
Watertown Sq.
DO NOT
ENTER
NO
STOPPING
ANY
TIME
BY
EXCEPT SUNDAYS
CITY OF CAMBRIDGE
TOW ZONE
NO
STOPPING
ANY
TIME
DO NOT
L:\09149\CURRENT\CUTSHEETS\PAVEMENT & SIGNAGE PLAN 4.dwg, PAVEMENT PLAN 4, 11/4/2011 2:49:54 PM, 1:1
ENTER
Harvard Sq.
DO NOT
Boston
ENTER
Watertown Sq.
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
31
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\PAVEMENT & SIGNAGE PLAN 5.dwg, PAVEMENT PLAN 5, 11/4/2011 2:50:36 PM, 1:1
PAVEMENT & SIGNAGE PLANS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
33
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL PLAN 4.dwg, SIGNAL PLAN 4, 11/4/2011 2:51:52 PM, 1:1
TRAFFIC SIGNAL PLAN
RIVER STREET AT
SOLDIERS FIELD ROAD
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
N
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
34
57
PROJECT FILE NO. 605524 & 605527
TRAFFIC SIGNAL SCHEDULE
RIVER STREET AT
SOLDIERS FIELD ROAD
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
LOOP DETECTOR DATA
CAMBRIDGE STREET
EB
D,E,F
G
G
G
G
G
G
G
Y
R
R
R
R
R
R
R
FR
CAMBRIDGE STREET
EB
L
GR
GR
GR
GR
GR
GR
GR
YR
RR
RR
RR
RR
RR
RR
RR
FRR
SOLDIERS FIELD ROAD
NB
A
R
R
R
R
R
R
R
R
R
GL-G
YL-Y
R
R
R
R
FR
SOLDIERS FIELD ROAD
NB
C
RL
RL
RL
RL
RL
RL
RL
RL
RL
GL
YL
RL
RL
RL
RL
FRL
SOLDIERS FIELD ROAD
SB
G
RL
RL
RL
RL
RL
RL
RL
RL
RL
RL
RL
RL
GL
YL
RL
FRL
SOLDIERS FIELD ROAD
SB
H
R
R
R
R
R
R
R
R
R
R
R
R
GL-G
YL-Y
R
FR
SOLDIERS FIELD ROAD
SB
J,K
R
R
R
R
R
R
R
R
R
R
R
R
G
Y
R
FR
CAMBRIDGE STREET
EB
O,Q,R
R
R
R
G
Y
R
R
R
R
R
R
R
R
R
R
FR
CAMRBIDGE STREET
WB
T,U
R
R
R
R
R
R
R
R
R
G
G
G
G
Y
R
FR
DRIVEWAY
NB
V,S
R
R
R
R
R
R
G
Y
R
R
R
R
R
R
R
FR
I-90 RAMP
NEB
N
GL-G
YL-Y
R
R
R
R
R
R
R
R
R
R
G
Y
R
FR
I-90 RAMP
NEB
M
G
Y
R
R
R
R
R
R
R
R
R
R
G
Y
R
FR
PEDESTRIAN
N-S
P1,P2
DW
DW
DW
DW
DW
DW
DW
DW
DW
W/FDW
FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
N-S
P3,P4
W
W
W
W/FDW
FDW
DW
DW
DW
DW
DW
DW
DW
W
W
W
OFF
PEDESTRIAN
N-S
P5,P6
DW
DW
DW
DW
DW
DW
DW
DW
DW
W/FDW
FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
N-S
P7,P14
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
W/FDW
FDW
DW
OFF
PEDESTRIAN
E-W
P8,P9
W
W
W
W/FDW
FDW
DW
DW
DW
DW
W
W
W
W
W
W
OFF
PEDESTRIAN
E-W
P10,P11
DW
DW
DW
W
W
W
W
W
W
W/FDW
FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
E-W
P12,P13
DW
DW
DW
W/FDW
FDW
DW
DW
DW
DW
DW
DW
DW
W/FDW
FDW
DW
OFF
PEDESTRIAN
E-W
P15,P16
W
W
W
W
W
W
W
W
W
W/FDW
FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
E-W
P17,P18
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
W/FDW
FDW
DW
OFF
BICYCLE
N-S
B1,B2
R
R
R
R
R
R
R
R
R
G
Y
R
R
R
R
OFF
BICYCLE
E-W
B3
G
G
G
G
Y
R
R
R
R
R
R
R
R
R
R
OFF
BICYCLE
E-W
B4
R
R
R
R
R
R
R
R
R
G
Y
R
R
R
R
OFF
BICYCLE
E-W
B5
R
R
R
G
Y
R
R
R
R
G
Y
R
R
R
R
OFF
17
17
4
17
27
3
3
-
3
3
20
20
4
20
30
-
-
-
-
-
4
4
2
7
10
2
7
4
17 / 4 / 2
4
4
4
10
4
4
10
14 / 4 / 5
4
4
B
-
-
2-4-2
4
4
B
-
-
2@6'X23'
2-4-2
1
1
B
-
-
2
2@6'X23'
2-4-2
1
1
B
-
-
1
2
2@6'X23'
2-4-2
1
1
B
-
-
6
1
2
2@6'X23'
2-4-2
1
1
B
-
-
7
2
1
2@6'X23'
2-4-2
2
2
B
-
-
8
2
1
2@6'X23'
2-4-2
2
2
B
-
-
9
2
1
2@6'X23'
2-4-2
2
2
B
-
-
10
3
2
2@6'X23'
2-4-2
1
1
B
-
-
11
3
2
2@6'X23'
2-4-2
1
1
B
-
-
12
3
2
2@6'X23'
2-4-2
1
1
B
-
-
13
3
1
2@6'X23'
2-4-2
5
5
B
-
-
14
3
1
2@6'X23'
2-4-2
5
5
B
-
-
15
3
1
2@6'X23'
2-4-2
5
5
B
-
-
16
3
1
2@6'X23'
2-4-2
5
5
B
-
-
CHANNEL
NUMBER
LOOP
SIZE
NUM. OF
TURNS
CALLED
1
1
1
2@6'X23'
2-4-2
2
1
1
2@6'X23'
3
1
2
4
1
5
2
4
16 / 4 / 5
20
4
27 / 4 / 2
MIN
MIN
MAX
MIN
MIN
NON-LOCK
NON-LOCK
NON-LOCK
NON-LOCK
NON-LOCK
REF/OFFSET
SEC.
SEC.
SEC.
SEC.
SEC.
TP1 M - F (6AM - 9AM)
140
0
32
29
12
34
33
TP2 M - F (3PM - 7PM)
140
0
30
29
12
38
33
TP3 SAT (11AM - 6PM)
120
0
24
24
12
27
33
MAJOR ITEMS REQUIRED
PAY ITEM
NOTES:
MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
SIGNAL IDENTIFICATION
PREFERENTIAL PHASING SEQUENCE
NOTES:
1.
2.
3.
4.
ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS OR SPAN WIRE SHALL HAVE 5"
LOUVERED BACK PLATES.
ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
ITEM
QUANTITY
2
STRAIN POLE, SPANWIRE ASSEMBLY, AND FOUNDATION
1
20' TYPE 2 STEEL MAST ARM AND FOUNDATION
2
30' TYPE 2 STEEL MAST ARM AND FOUNDATION
8
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
3
10' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
15
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
3
12" 5-SECTION LED VEHICLE SIGNAL INDICATION
18
816.01
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL SCHEDULE 4.dwg, SIGNAL SCHEDULE 4, 11/4/2011 2:52:56 PM, 1:1
1.
2.
EXT.
TIME
7
CYCLE LENGTH
TIMING PLAN
DELAY
TIME
AMPLIFIER
NUMBER
4
4
7
EXT.
MODE
A=PULSE
B=PRES.
DETECTOR
NUMBER
16" LED COUNTDOWN PEDESTRIAN SIGNAL INIDCATION
5
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
3
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
32
ROADWAY LOOP DETECTOR (6'X23')
19
12"X24" PULL BOX
16
LOUVERED BACKPLATES
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
35
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL PLAN 3.dwg, SIGNAL PLAN 3, 11/4/2011 2:53:09 PM, 1:1
TRAFFIC SIGNAL PLAN
RIVER STREET AT
MEMORIAL DRIVE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
36
57
PROJECT FILE NO. 605524 & 605527
N
TRAFFIC SIGNAL SCHEDULE
RIVER STREET AT
MEMORIAL DRIVE
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
MAJOR ITEMS REQUIRED
RIVER STREET
EB
F,G
G
Y
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
FR
RIVER STREET
EB RT
D,E
RR
RR
RR
RR
RR
RR
GR
YR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
FRR
MEMORIAL DRIVE
NB
H,J
R
R
R
R
R
R
R
R
R
R
R
R
G
Y
R
R
R
R
FY
MEMORIAL DRIVE
SB LT
C
R
R
R
G
Y
R
R
R
R
R
R
R
R
R
R
R
FY
1
20' TYPE 2 STEEL MAST ARM AND FOUNDATION
MEMORIAL DRIVE
SB
A
R
R
R
G
Y
R
R
R
R
R
R
R
R
R
R
R
FY
1
25' TYPE 2 STEEL MAST ARM AND FOUNDATION
1
40' TYPE 2 STEEL MAST ARM AND FOUNDATION
2
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
1
10' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
7
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
1
12" 5-SECTION LED VEHICLE SIGNAL INDICATION
8
16" LED COUNTDOWN PEDESTRIAN SIGNAL INDICATION
3
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
2
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
DW
R
R
DW W/
FDW FDW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
W/
DW
FDW FDW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
PEDESTRIAN
N-S
P3,P4
PEDESTRIAN
N-S
P7,P8
PEDESTRIAN
E-W
P1,P2
PEDESTRIAN
E-W
P5,P6
BICYCLE
N-S
B2,B3
R
R
R
G
Y
R
R
R
R
R
R
R
R
R
R
R
BICYCLE
E-W
B1
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
G
DW
DW
W/
FDW FDW
DW
DW
DW
DW
DW
DW
DW
OFF
DW
DW
DW
DW
OFF
DW
DW
W/
DW
FDW FDW
DW
OFF
DW
OFF
R
R
OFF
Y
R
OFF
DW
16
16
8
8
13
-
2
3
3
3
3
-
60
50
40
10
35
-
-
-
-
-
-
-
3
4
2
7
9
4
1
4
1
3
9
1
ROADWAY LOOP DETECTOR (6'X23')
7
12"X24" PULL BOX
6
LOUVERED BACKPLATES
6
7
4
15
15 / 2 / 4
16 / 3 / 4
MIN
MIN
MIN
MIN
MIN
MIN
NON-LOCK
NON-LOCK
NON-LOCK
NON-LOCK
NON-LOCK
NON-LOCK
CYCLE LENGTH
REF/OFFSET
SEC.
SEC.
SEC.
SEC.
SEC.
SEC.
TP1 M - F (6AM - 9AM)
140
9
69
71
46
18
53
23
TP2 M - F (3PM - 7PM)
140
11
73
67
50
15
52
23
TP3 SAT (11AM - 6PM)
120
11
64
56
41
15
41
23
TIMING PLAN
10
1
7
4
ITEM
QUANTITY
4
1
7
PAY ITEM
816.02
DW
GL/G YL/Y
SEC.
SEC.
SEC.
NOTES:
1.
2.
MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
LOOP DETECTOR DATA
SIGNAL IDENTIFICATION
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL SCHEDULE 3.dwg, SIGNAL SCHEDULE 3, 11/4/2011 2:53:44 PM, 1:1
PREFERENTIAL PHASING SEQUENCE
NOTES:
1.
2.
3.
4.
ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS SHALL HAVE 5" LOUVERED
BACK PLATES.
ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
EXT.
MODE
A=PULSE
B=PRES.
DELAY
TIME
8
8
B
-
-
2-4-2
8
8
B
-
-
2@6'X23'
2-4-2
5
5
B
-
-
2
2@6'X23'
2-4-2
2
2
B
-
-
1
2
2@6'X23'
2-4-2
2
2
B
-
-
6
2
1
2@6'X23'
2-4-2
4
4
B
-
-
7
2
1
2@6'X23'
2-4-2
4
4
B
-
-
DETECTOR
NUMBER
AMPLIFIER
NUMBER
CHANNEL
NUMBER
LOOP
SIZE
NUM. OF
TURNS
CALLED
1
1
1
2@6'X23'
2-4-2
2
1
1
2@6'X23'
3
1
2
4
1
5
EXT.
TIME
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
37
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL PLAN 1.dwg, SIGNAL PLAN 1, 11/4/2011 2:53:56 PM, 1:1
TRAFFIC SIGNAL PLAN
WESTERN AVENUE AT
SOLDIERS FIELD ROAD
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
38
57
PROJECT FILE NO. 605524 & 605527
N
TRAFFIC SIGNAL SCHEDULE
WESTERN AVENUE AT
SOLDIERS FIELD ROAD
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
EB
D,E,F
R
R
R
G
Y
R
R
R
R
FY
WESTERN AVENUE
WB
J,K
RR
RR
RR
RR
RR
RR
GR
YR
RR
FRR
SOLDIERS FIELD ROAD
NB
A,C
R
R
R
R
R
R
G
Y
R
FR
SOLDIERS FIELD ROAD
SB
G,H
G
Y
R
R
R
R
R
R
R
FR
PEDESTRIAN
N-S
P1,P2
FDW
DW
DW
DW
W
W
W
OFF
PEDESTRIAN
N-S
P7,P8
FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
N-S
P9,P10
DW
DW
DW
DW
DW
OFF
PEDESTRIAN
E-W
P3,P4
FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
E-W
P13,P14
DW
DW
OFF
E-W
P11,12
DW
DW
W
W
DW
OFF
PEDESTRIAN
E-W
P5,P6
DW
DW
DW
DW
DW
DW
DW
W W/FDW FDW
DW W/FDW FDW
DW
PEDESTRIAN
W/
FDW
W
W/
FDW
W
W/
FDW
DW
DW
OFF
BICYCLE
N-S
B1,B2
G
Y
R
R
R
R
G
G
G
OFF
BICYCLE
E-W
B3
G
G
G
G
Y
R
R
R
R
OFF
BICYCLE
E-W
B4
R
R
R
R
R
R
G
Y
R
OFF
BICYCLE
E-W
B5
G
G
G
G
Y
R
R
R
R
OFF
BICYCLE
E-W
B6
R
R
R
G
G
G
G
Y
R
OFF
BICYCLE
E-W
B7
G
Y
R
R
R
R
R
R
R
OFF
W
FDW
W
FDW
DW
W W/FDW
DW
DW
W W/FDW
DW
DW
14
14
14
2
2
2
20
35
25
-
-
-
4
4
2
7
7
4
7
4
7
SPANWIRE ASSEMBLY
6
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
6
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
9
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
14
16" LED COUNTDOWN PEDESTRIAN SIGNAL INDICATION
7
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
4
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
16
ROADWAY LOOP DETECTOR (6'X23')
13
12" X 24" PULL BOX
7
LOUVERED BACKPLATES
4
14 / 3 / 3
14 / 3 / 3
14 / 3 / 3
MIN
MIN
MIN
NON-LOCK
NON-LOCK
NON-LOCK
SEC.
SEC.
SEC.
TP1 M - F (6AM - 9AM)
100
0
28
42
30
TP2 M - F (3PM - 7PM)
100
0
21
44
35
TP3 SAT (11AM - 6PM)
90
0
25
39
26
SEC.
SEC.
SEC.
SEC.
SEC.
SEC.
NOTES:
LOOP DETECTOR DATA
EXT.
MODE
A=PULSE
B=PRES.
DELAY
TIME
4
4
B
-
-
2-4-2
4
4
B
-
-
2@6'X23'
2-4-2
4
4
B
-
-
2
2@6'X23'
2-4-2
6
6
B
-
-
3
1
2@6'X23'
2-4-2
6
6
B
-
-
6
3
2
2@6'X23'
2-4-2
6
6
B
-
-
7
4
1
2@6'X23'
2-4-2
2
2
B
-
-
8
4
2
2@6'X23'
2-4-2
2
2
B
-
-
DETECTOR
NUMBER
AMPLIFIER
NUMBER
CHANNEL
NUMBER
LOOP
SIZE
NUM. OF
TURNS
CALLED
1
1
1
2@6'X23'
2-4-2
2
1
2
2@6'X23'
3
2
1
4
2
5
EXT.
TIME
MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
SIGNAL IDENTIFICATION
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL SCHEDULE 1.dwg, SIGNAL SCHEDULE 1, 11/4/2011 2:55:03 PM, 1:1
1
7
REF/OFFSET
1.
2.
ITEM
QUANTITY
4
CYCLE LENGTH
TIMING PLAN
PAY ITEM
4
2
7
MAJOR ITEMS REQUIRED
816.03
WESTERN AVENUE
PREFERENTIAL PHASING SEQUENCE
NOTES:
1.
2.
3.
4.
ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS AND SPANWIRES SHALL HAVE
5" LOUVERED BACK PLATES.
ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
39
57
PROJECT FILE NO. 605524 & 605527
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL PLAN 2.dwg, SIGNAL PLAN 2, 11/4/2011 2:55:15 PM, 1:1
TRAFFIC SIGNAL PLAN
WESTERN AVENUE AT
MEMORIAL DRIVE
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
STATE
FED. AID PROJ. NO.
MASS.
-
SHEET TOTAL
NO.
SHEETS
40
57
PROJECT FILE NO. 605524 & 605527
N
TRAFFIC SIGNAL SCHEDULE
WESTERN AVENUE AT
MEMORIAL DRIVE
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
WESTERN AVENUE
WB
F,G
R
R
R
R
R
R
G
Y
R
R
R
R
FR
MEMORIAL DRIVE
NB LT
A
GL
YL
RL
RL
RL
RL
RL
RL
RL
RL
RL
RL
FR
MEMORIAL DRIVE
NB
C
R
R
R
R
R
R
R
R
R
GV
Y
R
FY
MEMORIAL DRIVE
SB
D,E
R
R
R
G
Y
R
R
R
R
R
R
R
FY
PEDESTRIAN
N-S
P1,P2
DW
DW
DW
DW
DW
DW
DW
OFF
PEDESTRIAN
N-S
P3,P4
DW
DW
DW W/
FDW FDW
DW
DW
DW
DW
OFF
PEDESTRIAN
E-W
P5,P6
DW
DW
DW
DW
DW
DW
OFF
BICYCLE
N-S
B1,B2
R
R
R
G
Y
R
R
R
R
R
R
R
OFF
BICYCLE
E-W
B3
R
R
R
R
R
R
G
Y
R
R
R
R
OFF
DW
DW
DW W/
FDW FDW
DW
DW
DW
DW
DW
DW
W/
DW
FDW FDW
MAJOR ITEMS REQUIRED
PAY ITEM
ITEM
QUANTITY
1
20' TYPE 2 STEEL MAST ARM AND FOUNDATION
2
30' TYPE @ STEEL MAST ARM AND FOUNDATION
2
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
1
10' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
6
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
6
16" LED COUNTDOWN PEDESTRIAN SIGNAL INDICATION
3
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
2
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
816.04
10
10
15
17
16
2
2
2
2
25
30
25
55
-
-
-
-
4
4
1
3
1
7
8
4
10
12"X24" PULL BOX
6
LOUVERED BACKPLATES
1
7
3
9
4
14 / 3 / 3
16 / 3 / 3
OFF
MIN
MIN
MIN
NON-LOCK
NON-LOCK
NON-LOCK
NON-LOCK
CYCLE LENGTH
REF/OFFSET
SEC.
SEC.
SEC.
SEC.
TP1 M - F (6AM - 9AM)
100
94
32
38
30
70
TP2 M - F (3PM - 7PM)
100
97
39
31
30
70
TP3 SAT (11AM - 6PM)
90
85
28
34
38
62
TIMING PLAN
7
4
2
7
ROADWAY LOOP DETECTOR (6'X23')
SEC.
SEC.
SEC.
SEC.
SEC.
NOTES:
1.
2.
LOOP DETECTOR DATA
SIGNAL IDENTIFICATION
MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
EXT.
MODE
A=PULSE
B=PRES.
DELAY
TIME
4
4
B
-
-
2-4-2
4
4
B
-
-
2@6'X23'
2-4-2
4
4
B
-
-
2
2@6'X23'
2-4-2
6
6
B
-
-
1
2
2@6'X23'
2-4-2
1
1
B
-
-
6
2
1
2@6'X23'
2-4-2
2
2
B
-
-
7
2
1
2@6'X23'
2-4-2
2
2
B
-
-
DETECTOR
NUMBER
AMPLIFIER
NUMBER
CHANNEL
NUMBER
LOOP
SIZE
NUM. OF
TURNS
CALLED
1
1
1
2@6'X23'
2-4-2
2
1
1
2@6'X23'
3
1
1
4
1
5
EXT.
TIME
L:\09149\CURRENT\CUTSHEETS\TRAFFIC SIGNAL SCHEDULE 2.dwg, SIGNAL SCHEDULE 2, 11/4/2011 2:55:52 PM, 1:1
PREFERENTIAL PHASING SEQUENCE
NOTES:
1.
2.
3.
4.
ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS SHALL HAVE 5" LOUVERED
BACK PLATES.
ALL SIGNALS SHALL BE RIGIDLY MOUNTED.