memorial drive (2) - massachusetts department of ... (current) adt (design year) k d ... november...
TRANSCRIPT
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
DESIGN SPEEDADT (CURRENT)ADT (DESIGN YEAR)KDT (PEAK HOUR)DHVDDHVFUNC CLASS
= 25 miles/hr= 21,380= 23,630= 7.9%= 100% EB= 2.6%= 1,880= 1,880= PRINCIPAL ARTERIAL
RIVER STREET
DESIGN DESIGNATION
25% DESIGNNOVEMBER 2011
LENGTH OF PROJECT = 8,000 FEET= 1.5 MILESNOTE:
WESTERN AVENUEDESIGN SPEEDADT (CURRENT)ADT (DESIGN YEAR)KDT (PEAK HOUR)DHVDDHVFUNC CLASS
= 30 miles/hr= 20,900= 23,100= 8.6%= 100% WB= 0.9%= 1,990= 1,990= PRINCIPAL ARTERIAL
DESCRIPTION
TITLE SHEET & INDEX
LEGEND, ABBREVIATIONS & GENERAL NOTES
KEY PLAN
TYPICAL SECTIONS & PAVEMENT NOTES
CONSTRUCTION BASELINE TIES
CONSTRUCTION DETAILS
CONSTRUCTION PLANS
PROFILES
SIGNING & PAVEMENT MARKINGS
SIGN SUMMARY SHEETS
TRAFFIC SIGNAL PLANS & SCHEDULES
CROSS SECTIONS
SHEET NO.
1
2-3
4
5-9
10-11
12-14
15-19
20-26
27-31
32
33-40
41-57
INDEX
1
TITLE SHEET INDEX
THE 1988 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDSPECIFICATIONS FOR HIGHWAYS AND BRIDGES (ENGLISH EDITION);THE SUPPLEMENTAL SPECIFICATIONS (ENGLISH EDITION), DATEDFEBRUARY 25, 2010; THE 2010 CONSTRUCTION STANDARDS; THECURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS (MUTCD) WITH LATEST REVISIONS; THE 1990STANDARD DRAWINGS FOR SIGNS AND SUPPORTS; THE 1968 STANDARDDRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING; AND THEAMERICAN STANDARD FOR NURSERY STOCK CURRENT EDITION (ANSIZ-60.1-2004).
CONVENTIONAL SIGNS
N 57°18'41' 'E
COUNTY, CITY, OR TOWN BOUNDARY.....
COUNTY, CITY, OR TOWN SIDE LINE.........
FENCE LINE......................................................
BASE LINE OR SURVEY LINE.......................
RIGHT OF WAY LINE.......................................
CULVERT...........................................................
ELEVATIONS...................................................
UTILITY POLE.................................................
98.7
1PR
OP.
PRES
.98
.21
75
58.57'
EXISTINGPROPOSED SURFACE
SURFACE
75
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
HIGHWAY ADMINISTRATOR DATE DATEHIGHWAY ADMINISTRATOR
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
Howard/Stein-Hudson Associates, Inc.38 Chauncy St., 9th FloorBoston, MA 02111617.482.7080
HARDESTY & HANOVER L LP,
L:\0
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OV
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.d
wg
, C
OV
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, 1
1/4
/2
01
1 2
:3
1:2
4 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
4
KEY PLAN
L:\0
91
49
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UR
RE
NT
\C
UT
SH
EE
TS
\K
EY
P
LA
N.d
wg
, ke
y p
la
n, 1
1/4
/2
01
1 2
:3
1:3
8 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
7
WESTERN AVENUE
TYPICAL SECTIONS & PAVEMENT NOTES
L:\0
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UT
SH
EE
TS
\T
YP
IC
AL
S
EC
TIO
NS
.d
wg
, S
HE
ET
2
, 1
1/4
/2
01
1 2
:3
3:4
0 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
20
PROFILE
RIVER STREET
L:\0
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49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, R
IV
ER
, 1
1/4
/2
01
1 2
:4
4:3
7 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
21
PROFILE
RIVER STREET
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, R
IV
ER
(2
), 1
1/4
/2
01
1 2
:4
4:5
4 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
22
PROFILE
WESTERN AVENUE
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, W
ES
TE
RN
, 1
1/4
/2
01
1 2
:4
5:1
0 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
23
PROFILE
WESTERN AVENUE
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, W
ES
TE
RN
(2
), 1
1/4
/2
01
1 2
:4
5:2
7 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
24
PROFILE
SOLDIERS FIELD ROAD EASTBOUND
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, S
OL
DIE
RS
F
IE
LD
R
OA
D E
B, 1
1/4
/2
01
1 2
:4
5:5
1 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
25
PROFILE
SOLDIERS FIELD ROAD WESTBOUND
62
L:\0
91
49
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UR
RE
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\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, S
OL
DIE
RS
F
IE
LD
R
OA
D W
B, 1
1/4
/2
01
1 2
:4
6:2
2 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
26
PROFILE
62
MEMORIAL DRIVE
L:\0
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49
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\C
UT
SH
EE
TS
\P
RO
FIL
ES
.d
wg
, M
em
oria
l D
rive
, 1
1/4
/2
01
1 2
:4
6:5
3 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
27
PAVEMENT & SIGNAGE PLANS
ENTER
DO NOT
TURN
MUST
RIGHT
TURN
MUST
RIGHT
STOP
WRONG
WAY
ENTER
DO NOT
ZONE
SPEED
AHEAD
TURN
MUST
RIGHT
TURN
MUST
RIGHT
ENTER
DO NOT
ENTER
DO NOT
LEFT
TURN
MUST
LEFT
LANE
Dwtn. Boston
Cambridge
Allston
Watertown Sq.
Allston
Dwtn. Boston
Cambridge
Watertown Sq.
Allston
Cambridge
Cambridge
Watertown Sq.
Dwtn. Boston
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
AV
EM
EN
T &
S
IG
NA
GE
P
LA
N 1
.d
wg
, P
AV
EM
EN
T P
LA
N 1
, 1
1/4
/2
01
1 2
:4
7:2
3 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
28
PAVEMENT & SIGNAGE PLANS
WRONG
WAY
NO
TURN
ON RED
NO
TURN
ON RED
WRONG
WAY
ENTER
DO NOT
TURN
MUST
RIGHT
YIELD
WRONG
WAY
WRONG
WAY
ENTER
DO NOT
ENTER
DO NOT
NO
TURN
ON RED
Kendall Sq./MIT
Central Sq.
Kendall Sq./MIT
Central Sq.
Boston
Harvard Sq.
Watertown Sq.
Central Sq.
Central Sq.
Harvard Sq.
Kendall Sq./MIT
WRONG
WAY
L:\0
91
49
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UR
RE
NT
\C
UT
SH
EE
TS
\P
AV
EM
EN
T &
S
IG
NA
GE
P
LA
N 2
.d
wg
, P
AV
EM
EN
T P
LA
N 2
, 1
1/4
/2
01
1 2
:4
8:3
1 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
29
PAVEMENT & SIGNAGE PLANS
ENTER
DO NOT
ENTER
DO NOT
ENTER
DO NOT
NO TRUCKS
OR BUSES
NO TRUCKS
OR BUSES
NO
TURN
ON RED
ENTER
DO NOT
ENTER
DO NOT
ENTER
DO NOT
NO
ANY
TIME
STOPPING
TOW ZONE
NO
ANY
TIME
STOPPING
TOW ZONE
Watertown Sq.
Allston/Brighton
Cambridge
Watertown Sq.
Allston/Brighton
Cambridge
Watertown Sq.
Dwtn Boston
Dwtn. Boston
Cambridge
Allston/Brighton
Allston/Brighton
Dwtn. Boston
Watertown Sq.
Watertown Sq.
Harvard Sq.
Dwtn. Boston
Central Sq.
WRONG
WAY
L:\0
91
49
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UR
RE
NT
\C
UT
SH
EE
TS
\P
AV
EM
EN
T &
S
IG
NA
GE
P
LA
N 3
.d
wg
, P
AV
EM
EN
T P
LA
N 3
, 1
1/4
/2
01
1 2
:4
9:1
3 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
30
PAVEMENT & SIGNAGE PLANS
NO
ANY
TIME
STOPPING
TOW ZONE
ENTER
DO NOT
ENTER
DO NOT
NO
ANY
TIME
STOPPING
TOW ZONE
LANE
FIRE
STOPPING
NO
TOW ZONE
H
MOUNT AUBURN
HOSPITAL
EXCEPT SUNDAYS
BY
CITY OF CAMBRIDGE
ENTER
DO NOT
Harvard Sq.
Boston
Watertown Sq.
Harvard Sq.
Boston
Watertown Sq.
Central Sq.
Kendall Sq./MIT
Boston
Boston
Watertown Sq.
Kendall Sq./MIT
Harvard Sq.
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
AV
EM
EN
T &
S
IG
NA
GE
P
LA
N 4
.d
wg
, P
AV
EM
EN
T P
LA
N 4
, 1
1/4
/2
01
1 2
:4
9:5
4 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
31
PAVEMENT & SIGNAGE PLANS
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\P
AV
EM
EN
T &
S
IG
NA
GE
P
LA
N 5
.d
wg
, P
AV
EM
EN
T P
LA
N 5
, 1
1/4
/2
01
1 2
:5
0:3
6 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
33
TRAFFIC SIGNAL PLAN
RIVER STREET AT
SOLDIERS FIELD ROAD
L:\0
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49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L P
LA
N 4
.d
wg
, S
IG
NA
L P
LA
N 4
, 1
1/4
/2
01
1 2
:5
1:5
2 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
34
TRAFFIC SIGNAL SCHEDULE
RIVER STREET AT
SOLDIERS FIELD ROAD
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
PREFERENTIAL PHASING SEQUENCE
DETECTOR
NUMBER
1
B=PRES.
A=PULSE
MODE
ØØNUM. OFLOOPCHANNELAMPLIFIER
NUMBER
1
NUMBER
1
1
1
SIZE CALLEDTURNS EXT.
LOOP DETECTOR DATA
EXT.DELAY
TIMETIME
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
MAJOR ITEMS REQUIRED
30' TYPE 2 STEEL MAST ARM AND FOUNDATION
STRAIN POLE, SPANWIRE ASSEMBLY, AND FOUNDATION
12" 5-SECTION LED VEHICLE SIGNAL INDICATION
ROADWAY LOOP DETECTOR (6'X23')
12"X24" PULL BOX
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
LOUVERED BACKPLATES
20' TYPE 2 STEEL MAST ARM AND FOUNDATION
QUANTITYITEM
10' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
16" LED COUNTDOWN PEDESTRIAN SIGNAL INIDCATION
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
SIGNAL IDENTIFICATION
5
18
3
1
8
3
19
32
3
2
2
15
16
2@6'X23' 2-4-2
4
4 B
-
-
-
-
B2@6'X23' 2-4-2
4
4
816.01
PAY ITEM
NOTES:
1. ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
2. ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
3. ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS OR SPAN WIRE SHALL HAVE 5"
LOUVERED BACK PLATES.
4. ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
TIMING PLAN CYCLE LENGTH REF/OFFSET
TP1 M - F (6AM - 9AM)
TP2 M - F (3PM - 7PM)
TP3 SAT (11AM - 6PM)
SEC.
N
Ø 1
CAMBRIDGE STREET
SOLDIERS FIELD ROAD
SOLDIERS FIELD ROAD
EB
NB
NB
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
P7,P14N-S
E-W
E-W
E-W
G
R
DW
W
DW
DW
D,E,F
A
C
P8,P9
P10,P11
P12,P13
17
3
20
-
7
MIN
NON-LOCK
140
140
120
0
0
0
32
30
24
SOLDIERS FIELD ROAD SB G
4
2
17
3
20
-
7
MIN
NON-LOCK
4
2
4
-
4
-
MAX
NON-LOCK
4
4
17
3
20
-
7
MIN
NON-LOCK
4
4
27
3
30
-
7
MIN
NON-LOCK
4
2
SOLDIERS FIELD ROAD SB RH
SOLDIERS FIELD ROAD SB RJ,K
CAMBRIDGE STREET EB RO,Q,R
CAMRBIDGE STREET WB RT,U
PEDESTRIAN P5,P6N-S DW
PEDESTRIAN P3,P4N-S W
PEDESTRIAN P1,P2N-S DW
Ø 2 Ø 3 Ø 4 Ø 5
G
R
DW
W
DW
DW
R
R
R
R
DW
W
DW
G
R
DW
W
DW
DW
R
R
R
R
DW
W
DW
G
R
DW
W/FDW
W
W/FDW
R
R
G
R
DW
W/FDW
DW
G
R
DW
FDW
W
FDW
R
R
Y
R
DW
FDW
DW
G
R
DW
DW
W
DW
R
R
R
R
DW
DW
DW
G
R
DW
DW
W
DW
R
R
R
R
DW
DW
DW
Y
R
DW
DW
W
DW
R
R
R
R
DW
DW
DW
R
R
DW
DW
W
DW
R
R
R
R
DW
DW
DW
R
GL-G
GL
DW
W
W/FDW
DW
R
R
R
G
W/FDW
DW
W/FDW
R
YL-Y
YL
DW
W
FDW
DW
R
R
R
G
FDW
DW
FDW
R
R
RL
DW
W
DW
DW
R
R
R
G
DW
DW
DW
R
R
RL
W/FDW
W
DW
W/FDW
G
R
G
DW
W
DW
R
R
RL
FDW
W
DW
FDW
Y
R
Y
DW
W
DW
R
R
RL
DW
W
DW
DW
R
R
R
DW
W
DW
DRIVEWAY NB RV,S R R R R R G Y R R R R R R R
I-90 RAMP NEB GL-GN YL-Y R R R R R R R R R R G Y R
I-90 RAMP NEB GM Y R R R R R R R R R R G Y R
PEDESTRIAN E-W WP15,P16 W W W W W W W W W/FDW FDW DW DW DW DW
PEDESTRIAN E-W DWP17,P18 DW DW DW DW DW DW DW DW DW DW DW W/FDW FDW DW
BICYCLE
E-W B3BICYCLE
E-W B4BICYCLE
E-W B5BICYCLE
N-S B1,B2
G G G G Y R R R R R R R R R R
R R R R R R R R R G Y R R R R
R R R G Y R R R R G Y R R R R
R R R R R R R R R G Y R R R R
SEC.
29
29
24
SEC.
12
12
12
SEC.
34
38
27
SEC.
33
33
33
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
RL RL RL RL RL RL RL RL RL
RL RL RL RL RL RL RL RL RL RL RL RL GL YL RL
GL-G YL-Y R
4
1
1
2
2 2@6'X23' 2-4-2
1
1 B
-
-
-
-
B2@6'X23' 2-4-2
1
1
1
1
2
2 2@6'X23' 2-4-2
1
1 B
-
-
-
-
B2@6'X23' 2-4-2
1
1
2 1 2 - -
B2@6'X23' 2-4-2
2
2
2
1
1 2@6'X23' 2-4-2
2
2 B
-
-
-
-
B2@6'X23' 2-4-2
2
2
3
3
2
2 2@6'X23' 2-4-2
1
1 B
-
-
-
-
B2@6'X23' 2-4-2
1
1
3
3
1
2 2@6'X23' 2-4-2
5
1 B
-
-
-
-
B2@6'X23' 2-4-2
5
1
3
3
1
1 2@6'X23' 2-4-2
5
5 B
-
-
-
-
B2@6'X23' 2-4-2
5
5
3 1 2@6'X23' 2-4-2 5 B - -5
CAMBRIDGE STREET EB LGR GR GR GR GR GR GR YR RR RR RR RR RR RR RR
NOTES:
1. COORDINATION SHALL BE AT THE START OF YELLOW FOR Ø 1.
2. MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
FR
FRR
FR
FRL
FRL
FR
FR
FR
FR
FR
FR
FR
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
17 / 4 / 2
10 4
14 / 4 / 5
10 4
16 / 4 / 5
10 4
27 / 4 / 2
20 4
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L S
CH
ED
UL
E 4
.d
wg
, S
IG
NA
L S
CH
ED
UL
E 4
, 1
1/4
/2
01
1 2
:5
2:5
6 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
35
TRAFFIC SIGNAL PLAN
RIVER STREET AT
MEMORIAL DRIVE
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L P
LA
N 3
.d
wg
, S
IG
NA
L P
LA
N 3
, 1
1/4
/2
01
1 2
:5
3:0
9 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
36
TRAFFIC SIGNAL SCHEDULE
RIVER STREET AT
MEMORIAL DRIVE
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
PREFERENTIAL PHASING SEQUENCE
DETECTOR
NUMBER
B=PRES.
A=PULSE
MODE
ØØNUM. OFLOOPCHANNELAMPLIFIER
NUMBERNUMBER SIZE CALLEDTURNS EXT.
LOOP DETECTOR DATA
EXT.DELAY
TIMETIME
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
MAJOR ITEMS REQUIRED
40' TYPE 2 STEEL MAST ARM AND FOUNDATION
20' TYPE 2 STEEL MAST ARM AND FOUNDATION
12" 5-SECTION LED VEHICLE SIGNAL INDICATION
ROADWAY LOOP DETECTOR (6'X23')
12"X24" PULL BOX
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
LOUVERED BACKPLATES
25' TYPE 2 STEEL MAST ARM AND FOUNDATION
QUANTITYITEM
10' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
16" LED COUNTDOWN PEDESTRIAN SIGNAL INDICATION
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
SIGNAL IDENTIFICATION
3
8
1
1
2
2
7
10
1
1
1
7
6
816.02
PAY ITEM
NOTES:
1. ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
2. ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
3. ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS SHALL HAVE 5" LOUVERED
BACK PLATES.
4. ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
TIMING PLAN CYCLE LENGTH REF/OFFSET
TP1 M - F (6AM - 9AM)
TP2 M - F (3PM - 7PM)
TP3 SAT (11AM - 6PM)
SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC.
N
Ø 7 Ø 8 Ø 9
RIVER STREET
RIVER STREET
MEMORIAL DRIVE
MEMORIAL DRIVE
EB
EB RT
NB
SB LT
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
P3,P4N-S
N-S
E-W
E-W
R
RR
R
GL/G
DW
DW
DW
DW
R
RR
R
YL/Y
DW
DW
DW
DW
R
RR
R
R
DW
DW
DW
DW
R
RR
G
R
DW
DW
DW
R
RR
Y
R
DW
FDW
DW
DW
R
RR
R
R
DW
DW
DW
DW
R
RR
R
R
DW
DW
DW
R
RR
R
R
DW
DW
DW
FDW
R
RR
R
R
DW
DW
DW
DW
F,G
D,E
H,J
C
P7,P8
P1,P2
P5,P6
8
3
10
-
4
1
MIN
NON-LOCK
13
3
35
-
4
1
7
6
MIN
NON-LOCK
-
-
-
-
1
7
MIN
NON-LOCK
140
140
120
9
11
11
69
73
64
71
67
56
46
50
41
MEMORIAL DRIVE SB R R R R R R R R RA
R
GR
R
R
DW
DW
DW
DW
R
YR
R
R
DW
DW
DW
DW
R
RR
R
R
DW
DW
DW
DW
R R R
R
RR
R
G
W/
DW
DW
DW
R
RR
R
Y
FDW
DW
DW
DW
R
RR
R
R
DW
DW
DW
DW
G Y R
G
RR
R
R
DW
DW
DW
Y
RR
R
R
DW
DW
FDW
DW
R
RR
R
R
DW
DW
DW
DW
R R R
8
3
40
-
4
1
7
9
MIN
NON-LOCK
16
3
50
-
4
1
7
9
MIN
NON-LOCK
16
2
60
-
3
2
MIN
NON-LOCK
18
15
15
53
52
41
23
23
23
Ø 5Ø 4Ø 2
4 153 4
FDW
W/
FDW
W/
FDW
W/
FDW
BICYCLE
BICYCLE
N-S
E-W
B2,B3
B1 G Y R
G Y RR R R
R R R R R R
R R R
R R R
R R R
R R R
R R R
R R R
R R R
NOTES:
1. COORDINATION SHALL BE AT THE START OF YELLOW FOR Ø 2 & Ø 5.
2. MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
1
1
1
1
1 2@6'X23' 2-4-2
8
8 B
-
-
-
-
B2@6'X23' 2-4-2
8
8
2
3
4
5
6
7
1
1
2
2 2@6'X23' 2-4-2
2
5 B
-
-
-
-
B2@6'X23' 2-4-2
2
5
2
1
1
2 2@6'X23' 2-4-2
4
2 B
-
-
-
-
B2@6'X23' 2-4-2
4
2
2 1 4 - -
B2@6'X23' 2-4-2
4
FR
FRR
FY
FY
FY
OFF
OFF
OFF
OFF
OFF
OFF
15 / 2 / 4 16 / 3 / 4
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L S
CH
ED
UL
E 3
.d
wg
, S
IG
NA
L S
CH
ED
UL
E 3
, 1
1/4
/2
01
1 2
:5
3:4
4 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
37
TRAFFIC SIGNAL PLAN
WESTERN AVENUE AT
SOLDIERS FIELD ROAD
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L P
LA
N 1
.d
wg
, S
IG
NA
L P
LA
N 1
, 1
1/4
/2
01
1 2
:5
3:5
6 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
38
TRAFFIC SIGNAL SCHEDULE
WESTERN AVENUE AT
SOLDIERS FIELD ROAD
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
PREFERENTIAL PHASING SEQUENCE
DETECTOR
3
2
NUMBER
1
B=PRES.
A=PULSE
MODE
ØØNUM. OFLOOPCHANNELAMPLIFIER
2
NUMBER
1
NUMBER
1
2
1
SIZE CALLEDTURNS EXT.
LOOP DETECTOR DATA
EXT.DELAY
TIMETIME
MAJOR ITEMS REQUIRED
SPANWIRE ASSEMBLY
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
16" LED COUNTDOWN PEDESTRIAN SIGNAL INDICATION
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
ROADWAY LOOP DETECTOR (6'X23')
12" X 24" PULL BOX
QUANTITYITEM
SIGNAL IDENTIFICATION
6
14
4
9
1
16
13
2@6'X23' 2-4-2
4
4
4 B
-
-
-
-
-
-
B
B4
4
4
816.03
PAY ITEM
TIMING PLAN CYCLE LENGTH REF/OFFSET
TP1 M - F (6AM - 9AM)
TP2 M - F (3PM - 7PM)
TP3 SAT (11AM - 6PM)
SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC.
N
Ø 2 Ø 4 Ø 6
WESTERN AVENUE
WESTERN AVENUE
SOLDIERS FIELD ROAD
SOLDIERS FIELD ROAD
EB
WB
NB
SB
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
P1,P2
P7,P8
N-S
N-S
N-S
E-W
E-W
E-W
E-W
R
RR
R
G
W/
DW
DW
R
RR
R
Y
FDW
FDW
DW
DW
R
RR
R
R
DW
DW
DW
DW
DW
G
RR
R
R
DW
DW
DW
DW
Y
RR
R
R
DW
DW
DW
DW
R
RR
R
R
DW
DW
DW
DW
DW
DW
R
GR
G
R
DW
DW
DW
DW
R
YR
Y
R
DW
DW
DW
DW
R
RR
R
R
W
DW
DW
DW
DW
DW
DW
D,E,F
J,K
A,C
G,H
P9,P10
P3,P4
P13,P14
P11,12
P5,P6
14
2
20
-
4
2
7
7
MIN
NON-LOCK
14
2
35
-
4
2
7
7
MIN
NON-LOCK
14
2
25
-
4
4
7
7
MIN
NON-LOCK
100
100
90
0
0
0
28
21
25
42
44
39
30
35
26
NOTES:
1. ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
2. ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
3. ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS AND SPANWIRES SHALL HAVE
5" LOUVERED BACK PLATES.
4. ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
NOTES:
1. COORDINATION SHALL BE AT THE START OF YELLOW FOR Ø 4.
2. MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
444
LOUVERED BACKPLATES7
8" 3-SECTION LED BICYCLE SIGNAL INDICATION7
FY
FRR
FR
FR
6
5
4
8
7
2
3
3
4
4
2
1
2
1
2
1
2@6'X23' 2-4-2
2@6'X23' 2-4-2
2@6'X23' 2-4-2
2@6'X23' 2-4-2
2@6'X23' 2-4-2
2@6'X23' 2-4-2
2@6'X23' 2-4-2
B
B
B
B
B
6 6
6 6
6 6
2 2
2 2
-
-
-
-
-
-
-
-
-
-
OFF
OFF
OFF
OFF
OFF
OFF
OFF
BICYCLE N-S B1,B2
BICYCLE E-W B3
BICYCLE E-W B4
BICYCLE E-W B5
BICYCLE E-W B6
BICYCLE E-W B7
G Y R
G G G
R R R
G G G
R R R
G Y R
R R R
G Y R
R R R
G Y R
G G G
R R R
G G G
R R R
G Y R
R R R
G Y R
R R R
OFF
OFF
OFF
OFF
OFF
OFF
FDW
W/
FDW
FDW
W/
FDW
FDW
W/
FDW
FDW
W/
FDW
FDW
W/
FDW
WW
W/
FDW
FDW
WWW
WWW
WWW
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION6
14 / 3 / 3 14 / 3 / 3 14 / 3 / 3
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L S
CH
ED
UL
E 1
.d
wg
, S
IG
NA
L S
CH
ED
UL
E 1
, 1
1/4
/2
01
1 2
:5
5:0
3 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
39
TRAFFIC SIGNAL PLAN
WESTERN AVENUE AT
MEMORIAL DRIVE
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L P
LA
N 2
.d
wg
, S
IG
NA
L P
LA
N 2
, 1
1/4
/2
01
1 2
:5
5:1
5 P
M, 1
:1
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
BOSTON
RIVER STREET AND WESTERN AVENUE
BRIDGE REHABILITATION
57
STATE
MASS.
PROJECT FILE NO.
-
605524 & 605527
40
TRAFFIC SIGNAL SCHEDULE
WESTERN AVENUE AT
MEMORIAL DRIVE
SEQUENCE AND TIMING FOR SEMI ACTUATED CONTROL (COORDINATED)
PREFERENTIAL PHASING SEQUENCE
DETECTOR
NUMBER
B=PRES.
A=PULSE
MODE
ØØNUM. OFLOOPCHANNELAMPLIFIER
NUMBERNUMBER SIZE CALLEDTURNS EXT.
LOOP DETECTOR DATA
EXT.DELAY
TIMETIME
16" LED COUNTDOWN PEDESTRIAN SIGNAL INDICATION
MAJOR ITEMS REQUIRED
8' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
20' TYPE 2 STEEL MAST ARM AND FOUNDATION
8" 3-SECTION LED BICYCLE SIGNAL INDICATION
LOUVERED BACKPLATES
12"X24" PULL BOX
10' TRAFFIC SIGNAL POST, BASE, AND FOUNDATION
30' TYPE @ STEEL MAST ARM AND FOUNDATION
QUANTITYITEM
12" 3-SECTION LED VEHICLE SIGNAL INDICATION
DUAL CHANNEL LOOP DETECTOR AMPLIFIER
ROADWAY LOOP DETECTOR (6'X23')
SIGNAL IDENTIFICATION
10
2
6
2
1
7
6
3
1
2
6
816.04
PAY ITEM
TIMING PLAN CYCLE LENGTH REF/OFFSET
TP1 M - F (6AM - 9AM)
TP2 M - F (3PM - 7PM)
TP3 SAT (11AM - 6PM)
SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC. SEC.
N
Ø 1 Ø 4 Ø 6
WESTERN AVENUE
MEMORIAL DRIVE
MEMORIAL DRIVE
MEMORIAL DRIVE
WB
NB LT
NB
SB
PEDESTRIAN
PEDESTRIAN
PEDESTRIAN
P1,P2
P3,P4
N-S
N-S
E-W
R
GL
R
R
DW
DW
DW
R
YL
R
R
DW
DW
DW
R
RL
R
R
DW
DW
DW
R
RL
R
G
DW
DW
R
RL
R
Y
DW
FDW
DW
R
RL
R
R
DW
DW
DW
G
R
R
DW
DW
Y
R
R
DW
DW
FDW
R
R
R
DW
DW
DW
F,G
A
C
D,E
P5,P6
10
2
25
-
4
1
OFF
NON-LOCK
15
2
30
-
4
1
7
8
MIN
NON-LOCK
17
2
25
-
3
2
7
10
MIN
NON-LOCK
100
100
90
94
97
85
32
39
28
38
31
34
30
30
38
R
GV
R
W/
DW
DW
R
Y
R
FDW
DW
DW
R
R
R
DW
DW
DW
Ø 2
70
70
62
MIN
NON-LOCK
16
2
55
-
4
1
7
9
NOTES:
1. ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. AND SHALL BE EQUIPPED WITH CUT
AWAY VISORS.
2. ALL PEDESTRIAN INDICATIONS SHALL BE 16" L.E.D. AND SHALL COUNTDOWN AND BE
EQUIPPED WITH SUN CAP VISORS.
3. ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS SHALL HAVE 5" LOUVERED
BACK PLATES.
4. ALL SIGNALS SHALL BE RIGIDLY MOUNTED.
RL RL RL RL RL RL
FDW
W/
FDW
W/
FDW
BICYCLE N-S B1,B2
BICYCLE E-W B3
1
1
1
1
1 2@6'X23' 2-4-2
4
4 B
-
-
-
-
B2@6'X23' 2-4-2
4
4
2
3
4
5
6
7
1
1
2
1 2@6'X23' 2-4-2
6
4 B
-
-
-
-
B2@6'X23' 2-4-2
6
4
2
1
1
2 2@6'X23' 2-4-2
2
1 B
-
-
-
-
B2@6'X23' 2-4-2
2
1
2 1 2 - -
B2@6'X23' 2-4-2
2
4 43
R R R
R R R
G Y R
R R R
R R R
G Y R
R R R
R R R
FR
FR
FY
FY
OFF
OFF
OFF
OFF
OFF
NOTES:
1. COORDINATION SHALL BE AT THE START OF YELLOW FOR Ø 2 & Ø 6.
2. MAXIMUM 1 SHALL RUN DURING FREE OPERATION.
14 / 3 / 3 16 / 3 / 3
L:\0
91
49
\C
UR
RE
NT
\C
UT
SH
EE
TS
\T
RA
FF
IC
S
IG
NA
L S
CH
ED
UL
E 2
.d
wg
, S
IG
NA
L S
CH
ED
UL
E 2
, 1
1/4
/2
01
1 2
:5
5:5
2 P
M, 1
:1