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

O

N

S

T

R

E

E

T

(R

O

U

T

E

9

)

WA

SH

ING

TON

STR

EE

ET (R

OU

TE 9

)

H

IG

H

S

T

R

E

E

T

W

A

L

N

U

T

S

T

R

E

E

T

B

R

O

O

K

L

I

N

E

A

V

E

N

U

E

P

O

N

D

A

V

E

N

U

E

C

Y

P

R

E

S

S

S

T

R

E

E

T

B

O

Y

L

S

T

O

N

P

L

A

C

E

C

A

M

E

R

O

N

S

T

R

E

E

T

S

M

Y

T

H

E

S

T

R

E

E

T

L

E

V

E

R

E

T

T

S

T

R

E

E

T

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