MASSDOT SHARED STREETS AND SPACES GRANT PROJECT
SHEET NUMBER
1
2
3
4-8
9
GATEWAY EAST BUS LANE PILOT
DATE: MAY XX, 2021
LOCATION MAP
N.T.S.
INDEX TO DRAWINGS
DRAWING NUMBER
G-1
G-2
D-1
P-1-5
S-1
TITLE
TITLE SHEET
GENERAL NOTES
CONSTRUCTION DETAILS
SIGNING & PAVEMENT MARKING PLANS
SIGN SUMMARY
MASSDOT / MBTA / TOWN OF BROOKLINE
B
O
Y
L
S
T
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N
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(R
O
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T
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9
)
WA
SH
ING
TON
STR
EE
ET (R
OU
TE 9
)
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
1
G-1
TITLE SHEET
POSTED SPEED = 30 MPH
DESIGN SPEED = 35 MPH
DESIGN DESIGNATION
WASHINGTON STREET
POSTED SPEED = 30 MPH
DESIGN SPEED = 35 MPH
BOYLSTON STREET
DRAFT
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
CHH
EMH
EB
T
BN
ICV
SMH
STM
CONC
CSW
CBPED
TMH
HRP
CPP
SURVEY LEGEND
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
GENERAL NOTES
2
GENERAL NOTES
1. BASE MAPPING ESTABLISHED FROM A COMBINATION OF AERIAL IMAGERY AND AS-BUILT CAD FILES PROVIDED BY THE TOWN OF BROOKLINE. TOOLE
DESING HAS NOT FIELD VERIFIED THE ACCURACY OF THESE PLANS. CONTRACTOR TO VERIFY ACCURACY OF PLANS PRIOR TO INSTALLATION AND
REPORT DISCREPANCIES TO FIELD ENGINEER BEFORE COMMENCING WORK.
2. THESE PLANS ASSUME THE COMPLETION OF ALL WORK ASSOCIATED WITH THE GATEWAY EAST PROJECT AS DETAILED IN CAD FILES PROVIDED BY
THE TOWN OF BROOKLINE. THE CONTRACTOR SHALL VERIFY APPLICABLE WORK ON THE GATEWAY EAST PROJECT HAS BEEN COMPLETED IN
ACCORDANCE WITH THE BASE PLANS DEPICTED HEREIN BEFORE COMMENCING WORK.
3. THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND
FOUNDATION STANDARD DRAINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS
AND SUPPORTS, AND THE 1986 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING.
4. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
(MUTCD), THE MASSACHUSETTS AMENDMENT TO THE MUTCD, AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.
5. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE STANDARD HIGHWAY SIGNS AND MARKINGS, THE MUTCD, AND
THE MASSDOT STANDARD SIGNS BOOK.
6. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK.
7. TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED
FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC.
8. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST
PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY
FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY HARDWARE" (MASH).
9. CONTRACTORS SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY
CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT, AND
SIMILAR OPERATIONS.
10. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER.
11. MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3m) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS
OR MEDIAN BARRIER.
12. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.
13. TEMPORARY PAVEMENT MARKINGS SHALL BE USED AS NECESSARY DURING CONSTRUCTION AND SHALL BE RETROREFLECTORIZED PAINT
CONFORMING TO MASSDOT SPECIFICATIONS.
14. ALL PROPOSED PAVEMENT MARKING LINES, LEGENDS, AND SYMBOLS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.
15. ALL PAVEMENT MARKINGS IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE ERADICATED BY AN APPROVED METHODOLOGY. ALL
OTHER EXISTING PAVEMENT MARKINGS SHALL REMAIN IN PLACE.
16. CONTRACTOR SHALL MAINTAIN ADA-COMPLIANT PEDESTRIAN ACCEES ROUTES AT ALL TIMES, INCLUDING PROVIDING PEDESTRIAN GUIDANCE
SYSTEMS AT WORK ZONES. ACCESS SHALL BE MAINTAINED ALONG ALL SIDEWALKS, CROSSWALKS AND PATHS, AS WELL AS TO ALL ABUTTING
PROPERTIES. ANY PEDESTRIAN DETOUR SHALL INCLUDE AN ADA-COMPLIANT DETOUR ROUTE WITH APPROPRIATE BARRICADES, RAILINGS, AND
SIGNAGE.
G-2
PAVEMENT MARKING LEGEND
6" SOLID WHITE EDGE LINE
6" SOLID YELLOW EDGE LINE
6" SOLID WHITE LANE LINE
6" BROKEN WHITE LANE LINE (10' MARK - 30' SKIP)
2-6" YELLOW CENTER LINES, 4" GAP
SIGN
TRAFFIC CONE
6" DOTTED WHITE LANE LINE (2' MARK - 6' SKIP)
CHANGEABLE MESSAGE SIGN
RED HIGH FRICTION SURFACE TREATMENT
6" SWEL
6" SYEL
6" SWLL
6" BWLL
6" DWLL
6" SYCL
COMMUNICATION HAND-HOLE
ELECTRICAL MANHOLE
ELECTRICAL BOX
ELECTRICAL TRANSFORMER
BENCH
IRRIGATION CONTROL VALVE
SANITARY MANHOLE
STORM STRUCTURE/MANHOLE
SIGN
WATER VALVE
WATER METER
CONCRETE
CONCRETE SIDEWALK
TREE
PAINTED EVIDENCE OF UNDERGROUND UTILITIES
GUY WIRE
FENCE
OVERHEAD WIRE
UTILITY POLE
BENCH
CABLE PEDESTAL
TELEPHONE MANHOLE
CURB RAMP
CORRUGATED PLASTIC PIPE
SANITARY SEWER MANHOLE
6" DWLLEx
6" DOTTED WHITE LANE LINE EXTENSION (2' MARK - 6' SKIP)
DRAFT
CONSTRUCTION DETAILS
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
3
BUS LANE INTERSECTION TREATMENT
NOT TO SCALE
SHARED BUS LANE VEHICLE RIGHT TURN LANE MARKING
NOT TO SCALE
BUS LANE LEGEND DETAILS
NOT TO SCALE
D-1
4' M
IN
BUS
ONLY
X'
X'
X'
X'
*DRAFT
SM
YT
HE
S
TR
EE
T
LE
VE
RE
TT
S
TR
EE
T
BOYLSTON STREET (ROUTE 9)
PROPOSED CHANGEABLE
MESSAGE SIGN WITHIN
EXISTING SHOULER
REFRESH
CROSSWALK
ERADICATE ALL PAVEMENT
MARKINGS BETWEEN CW &
ADVANCED SL
REFRESH ADVANCED STOP
LINE AND EXTEND TO CURB
PROPOSED CONES AROUND
CHANGEABLE MESSAGE SIGN
REFRESH
CROSSWALK
ERADICATE ALL PAVEMENT
MARKINGS BETWEEN CW &
ADVANCED SL
REFRESH ADVANCED STOP
LINE AND EXTEND TO CURB
CO
NT
IN
UE
D O
N
SH
EE
T N
O.5
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
4
SIGNAGE & PAVEMENT MARKING PLANS
P-1
PAVEMENT MARKING NOTES:
1. ANY EXISTING PAVEMENT MARKINGS IN CONFLICT
WITH PROPOSED MARKINGS TO BE REMOVED BY AN
APPROVED METHOD.
CHANGEABLE MESSAGE SIGN NOTES:
1. CHANGEABLE MESSAGE SIGN SHALL BE LOCATED IN THE EXISTING
SHOULDER.
2. CHANGABLE MESSAGE SIGN SHALL BE LOCATED SUCH THAT A
MINIMUM 48" WIDE ACCESSIBLE PEDESTRIAN ROUTE IS MAINTAINED.
3. PROPOSED 2-PHASE MESSAGE:
PHASE 1: "LANE DROP AHEAD"
PHASE 2: "RT LANE MUST TURN RT"
DRAFT
BOYLSTON STREET (ROUTE 9)
PROPOSED
CHANGEABLE
MESSAGE SIGN
12" DWLL (326')
MEET EXISTING
LANE LINE
R3-8 (MOD 4)
PROPOSED CONES AROUND
CHANGEABLE MESSAGE SIGN
CO
NT
IN
UE
D O
N
SH
EE
T N
O.6
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
5
CO
NT
IN
UE
D O
N
SH
EE
T N
O.4
SIGNAGE & PAVEMENT MARKING PLANS
P-2
CHANGEABLE MESSAGE SIGN NOTES:
1. CHANGEABLE MESSAGE SIGN SHALL BE LOCATED IN THE EXISTING
SHOULDER.
2. CHANGABLE MESSAGE SIGN SHALL BE LOCATED SUCH THAT A
MINIMUM 48" WIDE ACCESSIBLE PEDESTRIAN ROUTE IS MAINTAINED.
3. PROPOSED 2-PHASE MESSAGE:
PHASE 1: "LANE DROP AHEAD"
PHASE 2: "RT LANE MUST TURN RT"
PAVEMENT MARKING NOTES:
1. ANY EXISTING PAVEMENT MARKINGS IN CONFLICT
WITH PROPOSED MARKINGS TO BE REMOVED BY AN
APPROVED METHOD.
DRAFT
1 2 3 4
5
6
101 102 103 104 105 106
4
0
3
5
0
1
5
0
2
5
0
3
5
0
4
BOYLSTON STREET (ROUTE 9)
W
A
S
H
I
N
G
T
O
N
S
T
R
E
E
T
S
T
A
T
IO
N
S
T
R
E
E
T
W
H
I
T
E
P
L
A
C
E
H
I
G
H
S
T
R
E
E
T
R10-15(MOD)
R10-15(MOD)
MA-D1-6A
12" SWLL (300')
6
"
S
W
L
L
6
"
S
W
L
L
PROPOSED BUS LANE
LEGEND DETAIL, SEE
DETAIL, SHEET 3 , TYP.
RETAIN EXISTING
LANE WIDTHS, TYP.
PROPOSED TURN
LANE MARKINGS,
TYP.
6
"
S
W
L
L
(
5
0
'
)
6
"
S
W
L
L
LIMIT OF WORK
PROPOSED SHARED
RIGHT-TURN/THRU
LANE MARKING , TYP.
MATCH EXISTING
LANE LINE
PROPOSED BIKE
DETECTION SYMBOL
ERADICATE
SHARED LANE
MARKING
R&S R3-8DR & R9-5
R3-8(MOD 1) & R3-12g
R3-12 (MOD)
6
"
D
W
L
L
R3-7R & R3-7bP
R3-7R & R3-7bP
R&S R3-8 (MOD)
R3-8(MOD 2)
1
0
.0
0
'
5
.0
0
'
6
"
D
W
L
L
E
x
(
5
8
')
6
"
D
W
L
L
E
x
(
5
7
')
R&S R3-5
R3-12g ON LIGHT POLE
PROPOSED BUS LANE
INTERSECTION
TREATMENT DETAIL,
SEE DETAIL, SHEET 3 ,
TYP.
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
6
CO
NT
IN
UE
D O
N
SH
EE
T N
O.7
CO
NT
IN
UE
D O
N
SH
EE
T N
O.5
SIGNAGE & PAVEMENT MARKING PLANS
P-3
PAVEMENT MARKING NOTES:
1. ANY EXISTING PAVEMENT MARKINGS IN CONFLICT
WITH PROPOSED MARKINGS TO BE REMOVED BY AN
APPROVED METHOD.
DRAFT
R3-8DL
R3-4
R4-7
R3-5L
R3-5L
R4-7
R3-4
R3-7R
R1-2(BIKE)
R10-15(MOD)
R10-10b
R10-10b
R10-10b
R10-10b
R10-10b
MA-D3-1L
(POS)
MA-D3-1I (POS)
MA-D3-1B
(POS)
MA-D3-1B
(POS)
R6-1(R)
MA-D1-7A
R10-15(MOD)
SEE DETAIL
MA-D3-1H
(POS)
MA-D3-1K (POS)
MA-D1-7C
BU
S
BU
S
7
8
9
10
11
12
1
0
7
1
0
8
1
0
9
110
111112
2
0
9
2
1
0
2
1
1
2
1
2
WA
SH
ING
TO
N S
TR
EE
T (R
OU
TE
9)
P
E
A
R
L
S
T
R
E
E
T
W
A
L
N
U
T
S
T
R
E
E
T
W
1
1
-2
W
1
6
-7
p
(L
)
6" SWLL
6
" S
W
L
L
(8
0
')
6
" S
W
L
L
SP-5
SP-5
SP-5
SP-3
PROPOSED BUS LANE
LEGEND DETAIL, SEE
DETAIL, SHEET 3 , TYP.
PROPOSED SHARED
BUS LANE VEHICLE
RIGHT TURN LANE
MARKING, SEE DETAIL,
SHEET 3, TYP.
RETAIN EXISTING
LANE WIDTHS, TYP.
6
" D
W
L
L
(4
0
')
6" S
W
LL (40')
6" SWLL (4
0')
PROPOSED BUS LANE
INTERSECTION
TREATMENT DETAIL,
SEE DETAIL, SHEET 3 ,
TYP.
6
" S
W
L
L
6" D
W
LL (40')
6"
SW
LL
6" DWLL (4
0')
6" DWLL (70')
R&S R3-8 (MOD)
R3-8 (MOD 3)
CO
NT
IN
UE
D O
N
SH
EE
T N
O.8
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
7
C
O
N
T
IN
U
E
D
O
N
S
H
E
E
T
N
O
.6
SIGNAGE & PAVEMENT MARKING PLANS
P-4
PAVEMENT MARKING NOTES:
1. ANY EXISTING PAVEMENT MARKINGS IN CONFLICT WITH PROPOSED
MARKINGS TO BE REMOVED BY AN APPROVED METHOD.
2. ALL PROPOSED BUS LANE INTERSECTION MARKINGS TO RE-USE
EXISTING DWLEX WHERE FEASIBLE. IF EXISTING SKIPS CANNOT BE
RE-USED, EXISTING MARKINGS TO BE REMOVED BY AN APPROVED
METHOD PRIOR TO INSTALLATION OF PROPOSED MARKINGS.
DRAFT
R10-10b
1'
12
13
14
15
16
17
112
113
114115
116
1
1
7
B
R
O
O
K
L
I
N
E
A
V
E
N
U
E
WASHINGTON STREET
PO
ND
A
VE
NU
E
RIV
ER
R
OA
D
6
" S
W
L
6" S
W
LL (
40')
6
" B
W
L
6" SWLL
SP-5
PROPOSED SHARED
BUS LANE VEHICLE
RIGHT TURN LANE
MARKING, SEE DETAIL,
SHEET 3, TYP.
RETAIN EXISTING
LANE WIDTHS, TYP.
6" SWLL (4
0')
PROPOSED BUS LANE
INTERSECTION
TREATMENT DETAIL,
SEE DETAIL, SHEET 3 ,
TYP.
6" DWLL (4
0')
6" D
W
LL (
40')
6" S
W
LL
LIMIT OF WORK
R3-12g ON LIGHT
POLE
R3-7R
R3-5P(MOD)
R3-7R
R3-5P(BUS)
R3-12 (MOD)
RETAIN EXISTING
LANE WIDTHS, TYP.
CO
NT
IN
UE
D O
N
SH
EE
T N
O.7
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
8
SIGNAGE & PAVEMENT MARKING PLANS
P-5
PAVEMENT MARKING NOTES:
1. ANY EXISTING PAVEMENT MARKINGS IN CONFLICT WITH PROPOSED
MARKINGS TO BE REMOVED BY AN APPROVED METHOD.
2. ALL PROPOSED BUS LANE INTERSECTION MARKINGS TO RE-USE
EXISTING DWLEX WHERE FEASIBLE. IF EXISTING SKIPS CANNOT BE
RE-USED, EXISTING MARKINGS TO BE REMOVED BY AN APPROVED
METHOD PRIOR TO INSTALLATION OF PROPOSED MARKINGS.
DRAFT
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK.
DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
8484 GEORGIA AVENUE, SUITE 800
SILVER SPRING, MD 20910
PHONE: 301.927.1900
FAX: 301.927.2800
www.tooledesign.com
60222
5/24/2021
MASSDOT SHARED STREETS ANDSPACES TECHNICAL ASSISTANCEFOR BROOKLINE GATEWAY EAST
9OF
DRAFT 100% DESIGN / NOT FOR CONSTRUCTION
TOWN OF BROOKLINE
9
ID
NUMBER
SIZE OF SIGN (in.)
LEGEND
TEXT DIMENSIONS (in.)
NUMBER
OF SIGNS
REQUIRED
COLOR* POST SIZE
AND
NUMBER
REQUIRED
UNIT
AREA (SF)
TOTAL
AREA (SF)
HEIGHTWIDTH
LETTER
HEIGHT
VERTICAL
SPACING
ARROW
RTE. MKR.
BACKGROUND LEGEND BORDER
1
W4-2R
BLACKBLACK
SIGN SUMMARY NOTES:
1. THE MINIMUM MOUNTING HEIGHT OF POST-MOUNTED SIGNS, MEASURED VERTICALLY
FROM THE BOTTOM OF THE SIGN TO THE TOP OF CURB OR SIDEWALK, OR THE ELEVATION
OF THE NEAR EDGE OF TRAVEL WAY, SHALL BE 7 FEET UNLESS OTHERWISE SPECIFIED.
2. ALL SIGN ASSEMBLY POSTS SHALL BE P-5 POSTS AND SHALL BE INSTALLED IN
ACCORDANCE WITH SUBSECTION 840.60 OF THE MASSDOT SUPPLEMENTAL
SPECIFICATIONS, DATED JUNE 30, 2020.
P-5
1 REQ'D
9.00
YELLOW36 36 9.00
SEE FHWA "STANDARD SIGNS,
2004 EDITION"; AS AMENDED
1SP-3
BLACK BLACK5,00
WHITE
24 30
5.00
4SP-5
BLACKBLACK
MNT ON EX.
POST
P-5
3 REQ'D
30.00WHITE
36 30
7.50
SIGN SUMMARY
1
BLACK BLACK
MNT ON
EX. POST
WHITE
30 30
6.25
MNT ON
EX. POST
S-1
1
R3-8 (MOD 2)
BLACK BLACK
MNT ON
EX. POST
WHITE
60 30
12.50
1
BLACK BLACK
MNT ON
EX. POST
WHITE
1
R3-12 (MOD)
BLACK BLACK
MNT ON
EX. POST
7.50
WHITE
30 36
7.50
3
R3-12g
BLACK BLACK
MNT 2 ON
EX. LIGHT
POLE
22.50
WHITE
30 36
7.50
60 30
12.50
R3-8 (MOD 1)
R3-8 (MOD 3)
MUSTRIGHT LANE
TURN RIGHT3R3-7R
BLACK BLACK
P-5
3 REQ'D
18.75
WHITE
30 30
6.25
2R3-7bP
BLACK BLACK
MNT WITH
R3-7R
4.00
WHITE
24 12
2.00
P-5
1 REQ'D
MNT WITH
R3-8
(MOD 1)
6.25
12.50
12.50
1
BLACK BLACKWHITE
30 30
6.25
R3-8 (MOD 4)
6.25
P-5
5 REQ'D
3C
3C
3D
3D
4C
4B
4C
2.4
2.0
1.9
1.8
2.4
2.2
2.7
1.8
2.8
2.9
-
-
LANE
ENDS
BUS
LANE
BEGINS
BUS
EXCEPTBUSES 1
R3-7bP (MOD)
BLACK BLACK
MNT WITH
R3-7R
2.00
WHITE
24 12
2.00
EXCEPTBICYCLES
DRAFT
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