NEWTON

WELLESLEY

NEEDHAM

INTERSTATE

95

9

INTERSTATE

95

16

INTERSTATE

90

LENGTH OF PROJECT = 1.5 MILES

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

QUINOBEQUIN ROAD 1494

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INDEXSHEET NO. DESCRIPTION

G-01 TITLE SHEET & INDEX

K-01 KEY PLAN

TS-01 TYPICAL SECTIONS

S-01 - S-07 SITE ANALYSIS PLANS

C-01 - C-07 CONSTRUCTION PLANS

1500

SCALE: 1" = 1500'

0 3000 4500 6000

N

CHARLES D. BAKER, GOVERNOR

KARYN E. POLITO, LT. GOVERNOR

KATHLEEN A. THEOHARIDES, SECRETARY,EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS

JIM MONTGOMERY, COMMISSIONERDEPARTMENT OF CONSERVATION & RECREATION

PATRICE KISH, CHIEF ENGINEERDEPARTMENT OF CONSERVATION & RECREATION

DIVISION OF PLANNING AND ENGINEERING

MASSACHUSETTSMIDDLESEX COUNTY

DCR CONTRACT NO. P20-3361-D7A

CONCEPTUAL ROADWAY IMPROVEMENTS

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE: AS NOTEDCHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

CONCEPTUAL ROADWAY IMPROVEMENTS

G-01

NOV. 2020

MES

PTS

MES

PTS 1 17

TITLE SHEET & INDEX

IN NEWTON

CONCEPTUAL DESIGNNOT FOR CONSTRUCTION

PROJECT ENDN 2940552.3334E 730023.8547

PROJECT BEGINN 2943775.3757E 723818.3539

PROJECTLOCATION

NOVEMBER 2020

E. QUIN

OBEQUIN

ROAD

ROUTE 128

VARICK ROAD

COBB PLACE

DWHINDAROAD

QUINOBEQUIN ROADPONTIAC ROAD

CHARLES RIVER

CA

RLT

ON

RO

AD

GO

ULD

RO

AD YO

RK

RO

AD

LAR

KSP

UR

RO

AD

IRWIN RO

AD

ANNA

WAN

ROA

D

QUINOBEQUIN ROAD

LEGEND

C-01

C-02

C-03

C-04

N

S-01

S-02

S-03

S-04

CONSTRUCTION PLANSXX

XX SITE ANALYSIS PLANS

RADC

LIFF

ROA

D

BOYLSTO

N STR

EET

(ROUTE

9)

QUINOBEQUIN ROAD

CHARLES RIVER

YORK ROADLARKSPUR

ROAD

GOULD ROAD

CONSTRUCTION PLANS

LEGEND

XX

XX SITE ANALYSIS PLANS

C-05

C-06

C-07

N

S-05

S-06

S-07

1494

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(KEY

).DW

G21

-Dec

-202

0 3

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PMPl

otte

d on

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

CONCEPTUAL ROADWAY IMPROVEMENTS

K-01

NOV. 2020

MES

PTS

MES

PTS 2 17

KEY PLAN

1" = 200'-0"

CO

NTI

NU

EDB

ELO

W

CO

NTI

NU

EDA

BO

VE

200

SCALE: 1" = 200'

0 400 600 800

200

SCALE: 1" = 200'

0 400 600 800

1494

0.00

_HD

(TYP

).DW

G30

-Nov

-202

0 5

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PMPl

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d on

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

----

TS-01

. 2020

MES

PTS

MES

PTS 3 17

TYPICAL SECTIONS

1" = 4'

CONCEPTUAL ROADWAY IMPROVEMENTS

,

6. STORMWATER: THE FOLLOWING ISSUES WILL HAVE TO BE PURSUED IN THE SUBSEQUENT DESIGN EFFORTS: • ALL STORMWATER INFRASTRUCTURE WILL NEED TO ACHIEVE 67% PHOSPHOROUS REMOVAL, AS THE CHARLES RIVER HAS A TMDL FOR PHOSPHOROUS. • OVERFLOW DISCHARGES WILL BE NEEDED FOR THE INFILTRATION SWALES DUE TO THE SOILS AND HIGH GROUNDWATER IN THE PROJECT AREA. • MAINTENANCE OPERATIONS SHOULD BE CONSIDERED WHEN DESIGNING SWALES AND ALL OTHER DRAINAGE INFRASTRUCTURE. • NO EXISTING DRAINAGE INFRASTRUCTURE SHOULD BE UTILIZED DUE TO THE POOR CONDITION. ANY INFRASTRUCTURE NEEED IN ADDITION TO THE INFILTRATION SWALES SHALL BE NEW. • MOST OUTFALLS WITHIN THE PROJECT LIMITS ARE OWNED BY THE CITY OF NEWTON. COLLABORATION WITH THE CITY WILL BE REQUIRED TO REPLACE, REPAIR, OR IMPROVE HEADWALLS. • EXISTING CONNECTIONS BETWEEN CITY OF NEWTON AND DCR INFRASTRUCTURE SHOULD BE REMOVED WHERE FEASIBLE. SEPARATION OF MUNICIPALITY CONNECTIONS SHOULD BE ASSESSED, AND FLOW PATTERNS SHOULD BE REDESIGNED SUCH THAT NO MUNICIPALITY INFRASTRUCTURE DISCHARGES ONTO DCR INFRASTRUCTURE. • ALL STREAM OR DRAINAGE CHANNELS FROM OUTFALLS CLOSE TO QUINOBEQUIN ROAD MUST BE ACCESSED AND REPAIRED IF NEEDED

t

n.

e

n

1. DESIGN GUIDELINES:

• DCR HISTORIC PRESERVATION TREATMENT GUIDELINES

• MASSDOT 2006 PROJECT DEVELOPMENT & DESIGN GUIDELINES

O COMPLETE STREETS

O AMERICAN ASSOCIATION OF HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

O ROADSIDE DESIGN GUIDE

O GEOMETRIC DESIGN OF HIGHWAYS AND STREETS (2018)

• MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

• FEDERAL AND STATE SEPARATED BIKE LANE PLANNING AND DESIGN GUIDE

• U.S. FOREST SERVICE TRAIL ACCESSIBILITY GUIDELINES (FSTAG)

2. ARCHEOLOGICAL RESOURCE PRESERVATION: THE CHARLES RIVER SHORELINE IS HIGHLY SENSITIVE FOR

THE PRESENCE OF ARCHAEOLOGICAL RESOURCES. THE PROJECT TEAM HAS UTILIZED THE CITY OF

NEWTON’S ARCHAEOLOGICAL SURVEY AS A REFERENCE. SPECIFIC ARCHAEOLOGICAL AREAS WITHIN THE

PROJECT LIMITS ARE NOT CURRENTLY KNOWN. PREFERRED ALTERNATIVE SHALL MINIMIZE EXCAVATIONS

FOR CONSTRUCTION ACTIVITIES BETWEEN THE ROADWAY AND THE RIVER’S EDGE.

3. HISTORIC PARKWAY CHARACTER IMPACTS: QUINOBEQUIN ROAD IS LISTED ON THE NATIONAL

REGISTER OF HISTORIC PLACES. PREFERRED ALTERNATIVE SHALL MINIMIZE CHANGES TO THE CHARACTER

OF THE PARKWAY AND ITS SETTING.

4. NATURAL RESOURCE PRESERVATION: THE PROJECT WILL REQUIRE PERMITTING PURSUANT TO THE

MASSACHUSETTS WETLAND PROTECTION ACT (WPA) AND THE FEDERAL CLEAN WATER ACT (CWA).

• THE WOODED AREAS ALONG QUINOBEQUIN ROAD CONTAIN MANY VEGETATED WETLANDS AND

SMALL TRIBUTARY STREAMS ASSOCIATED WITH THE CHARLES RIVER. AREAS SUBJECT TO REGULATION

UNDER THE WPA IN THE VICINITY OF QUINOBEQUIN ROAD CONSIST OF:

O BORDERING VEGETATED WETLAND (BVW)

O BANK (ASSOCIATED WITH THE CHARLES RIVER AND ADJACENT STREAMS)

O LAND UNDER WATERBODIES AND WATERWAYS (LUWW)

O BORDERING LAND SUBJECT TO FLOODING (BLSF) (100-YEAR FLOODPLAIN)

O 200-FOOT RIVERFRONT AREA

• IMPACTS TO VEGETATED WETLAND RESOURCE AREAS WOULD REQUIRE REPLICATION AT A RATIO OF

1:1.

• WORK IN BLSF WILL REQUIRE COMPENSATORY FLOOD STORAGE TO COMPENSATE FOR ANY FILL IN

FLOODPLAIN.

• THE ENTIRETY OF THE PROJECT LIMITS LIE WITHIN THE 200-FOOT RIVERFRONT AREA WHICH EXTEND

FROM THE LIMITS OF MEAN ANNUAL HIGH WATER ASSOCIATED WITH THE CHARLES RIVER.

• THE PROJECT WILL REQUIRE SUBMITTING THE FOLLOW PERMIT APPLICATIONS:

O A NOTICE OF INTENT WILL NEED TO BE SUBMITTED TO THE NEWTON CONSERVATION AND

MASSDEP PURSUANT TO THE WPA.

O WORK IN FEDERALLY JURISDICTIONAL RESOURCES WILL REQUIRE SUBMISSION OF A SELF-

VERIFICATION NOTIFICATION (SVN) TO THE US ARMY CORPS OF ENGINEERS PURSUANT TO

SECTION 404 OF THE CWA.

O COORDINATION WITH THE MASSACHUSETTS WATER RESOURCES AUTHORITY (MWRA) AN

MWRA 8M

THE FOLLOWING PLANS HAVE BEEN PUT TOGETHER AS A RESULT OF I PUT FROM FROM DCR STAFF, CITYOF NEWTON, MASSDOT, LOCAL LEGISLATORS, PROJECT ABUTTERS AND PROJECT STAKEHOLDERS. AS ARESULT OF THE I PUT, ALTERNATIVE 1 CENTURY PARKWAY) WAS SELECTED AS THE P FALTERNATIVE. THE CONCEPTUAL PLANS INCLUDED HEREIN DOCUMENT THE THE EXISTING CORRIDORCONDITIONS AND DEFICIENCIES ALONG WITH

CONST

10.0' VARIES2.0' SHOULDER

3.0' SHOULDER

2.0%

TYPICAL CROSS SECTIONNTS

1.5%

2.0'SHOULDER

PROP LOAM& SEED

EXISTINGFOOTPATH

EXISTING LAYOUT

NORTHBOUNDTRAVEL LANE

VARIES

6:1 6:1

PROP SLOPEDGRANITE EDGING

24'LIMITS OF EXISTING PAVEMENT

6:1

1.5%

HMA WALK5.5'VARIES

6" PERFORATEDSUB-DRAIN

5.0' MINVEGETATED

BUFFER

10.0'SHARED USE PATH

(HORIZONTALLOCATION VARIES)

SELECTIVE TREE ANDBRUSH TRIMMING

1.5%MAX

4.0' STABILIZED PATH*

* 4.0’ STABILIZED PATHSHALL BE 4’-WIDE,WIDENING TO 6.0' (5.0'MIN) FOR PASSING ANDTURNING

2.0' SHOULDER

4.0'FOOTPATH

8.0'

FOOTPATH

4x4 IPE ON 2x4 IPECURB (TYP.)

TYPICAL SECTION OVER SMALL STREAMSCALE: 1/4" = 1'-0"

2.0' SHOULDER

BEAM SEAT BRACKETWITH BRACE SUPPORTHELICAL PIER EXTENSIONSECTION (TYP.)

HELICAL PIER LEAD SECTION (TYP.)

HELICAL PIERFOR BRACE

NOTES:

N (21 st

ALTERNATIVE FOR FUTURE IMPROVEMENTS.

ERERE EREREERWA DOERE

KEHOLDERS. ASE P FERERE EREREER

WA DOERE

N

5. ACCESSIBILITY: PROVIDE COMPLIANT SIDEWALKS, WALKING PATHS, RAMPS, CROSSWALKS. OVERLOOKS

ETC, MEETING THE APPLICABLE ACCESSIBILITY GUIDELINES . THESE INCLUDE: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS 521 CMR ADA STANDARDS FOR ACCESSIBLE DESIGN (ADASAD) PUBLIC RIGHT-OF WAY ACCESSIBILITY GUIDELINES (PROWAG) FOREST SERVICE TRAIL ACCESSIBILITY GUIDELINES (FSTAG)

••••

DECE: NOV. 2020

N

E. Q

UIN

OB

EQU

IN R

OA

D

QUINOBEQUIN ROAD

VARICK ROAD

ROUTE 128

CHARLES RIVER

REFORESTATIONOPPORTUNITY

REFORESTATIONOPPORTUNITY

OBSERVED PUDDLINGAT LOW POINT

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G13

-Nov

-202

0 1

:20

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

2

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-01

NOV. 2020

JB

RW

JB

RW 4 17

SITE ANALYSIS PLAN

1" = 40'-0"

REFORESTATIONOPPORTUNITY

MAT

CH

LIN

E

CONCEPTUAL ROADWAY IMPROVEMENTS

DWHINDA ROAD

COBB PLACE

PONTIAC ROAD

CA

RLT

ON

RO

AD

N

QUINOBEQUIN ROAD

CHARLES RIVER

OPPORTUNITY FOR WETLANDENHANCEMENT PLANTING

REFORESTATION

OPPORTUNITY ISSUES WITH OUTFALLIDENTIFIED BY COMMUNITY

OPPORTUNITY FORKAYAK LAUNCH

EXPANSIVEPAVEMENT

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G13

-Nov

-202

0 1

:20

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

3

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

1

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF###

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-02

NOV. 2020

JB

RW

JB

RW 5 17

SITE ANALYSIS PLAN

1" = 40'-0"

REFORESTATION

OPPORTUNITY

MATCHLIN

E

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

1

CA

MAT

CH

LIN

E

CONCEPTUAL ROADWAY IMPROVEMENTS

CARL

TON

ROAD

N

QUINOBEQUIN ROAD

CHARLES RIVER

EXISTINGBEECHGROVE

OPPORTUNITY FOR WETLAND

ENHANCEMENT PLANTING

EXISTING FLOODING

ISSUES OBSERVED BY DCR

IRW

IN R

OA

D

ISSUES WITH OUTFALL

IDENTIFIED BY COMMUNITY

ISSUES WITH OUTFALL

IDENTIFIED BY COMMUNITY

ISSUES WITH OUTFALL

IDENTIFIED BY COMMUNITY

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G13

-Nov

-202

0 1

:21

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

4

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

2

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF###

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-03

NOV. 2020

JB

RW

JB

RW 6 17

SITE ANALYSIS PLAN

1" = 40'-0"

CARL

TOM

ATCH

LINE

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

2

EXISTINGBEECHGROVE

MATC

HLIN

E

EXISTINGBEECHGROVE

MATC

HLIN

E

CONCEPTUAL ROADWAY IMPROVEMENTS

ANNA

WAN

ROAD

GO

ULD

RO

AD

QUINOBEQUIN ROAD

N

CHARLES RIVER

EXISTING

BEECH

GROVE

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G13

-Nov

-202

0 1

:21

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

5

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

3

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF###

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-04

NOV. 2020

JB

RW

JB

RW 7 17

SITE ANALYSIS PLAN

1" = 40'-0"

EXISTING

BEECH

GROVE

MATCHLINE

MAT

CH

LIN

EM

ATC

HLI

NE

CONCEPTUAL ROADWAY IMPROVEMENTS

GO

ULD

RO

AD

YORK

RO

AD

LARK

SPUR

RO

AD

N

QUINOBEQUIN ROAD

HIGH CANOPY

AREA

CHARLES RIVER

AREA OF UNDISTURBED TOPOGRAPHIC RISE (TO BE REVIEWEDFOR ARCHAEOLOGICAL RESOURCE PRESERVATION)

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G13

-Nov

-202

0 1

:21

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

6

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

4

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF###

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-05

NOV. 2020

JB

RW

JB

RW 8 17

SITE ANALYSIS PLAN

1" = 40'-0"

GO

ULD

RO

AD

MAT

CH

LIN

ECO

NTI

NU

ED O

NSH

EET

NO

. S-0

4 MATC

HLIN

E

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

6

CONCEPTUAL ROADWAY IMPROVEMENTS

RADC

LIFF

ROA

D

QUINOBEQUIN ROAD

N

CHARLES RIVER

30" S

EWER

EXISTING DRAINAGE ISSUESIDENTIFIED BY COMMUNITY

DRESSERPOND

ROADWAY DRAINAGEERODING PRIVATE PROPERTY

SUBSTANDARD GUARDRAILSUBSTANDARD GUARDRAIL

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G13

-Nov

-202

0 1

:21

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

7

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

5

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF###

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-06

NOV. 2020

JB

RW

JB

RW 9 17

SITE ANALYSIS PLAN

1" = 40'-0"

MATCHLINE

MATC

HLIN

E

CONCEPTUAL ROADWAY IMPROVEMENTS

BO

YLST

ON

STR

EET

(RO

UTE

9)

N

QUINOBEQUIN ROAD

CHARLES RIVER

NO OFF ROAD PEDESTRIANACCOMMODATIONSPOOR SITE DISTANCE

SUBSTANDARD GUARDRAIL

NO ACCESSIBLEPEDESTRIAN CONNECTION

ELLIS STREET

EXISTING PARKING LOT

LEGEND

APPROX. RIVER EDGE

EDGE OF WETLAND

100-YEAR FLOOD

100' RIVER OFFSET

200' RIVER OFFSET

EXISTING FOOTPATH

EXISTING FOOTBRIDGE

STREAM OR DRAINAGE CHANNEL

STORWATER OUTFALL

NEIGHBORHOOD CONNECTION

AREA OF NOTE

STEEP SLOPES

RIVER VIEWSHED OPPORTUNITY

PARKING OPPORTUNITY

POND

SUBSTANDARD INTERSECTIONSIGHT DISTANCE

1494

0.00

_LD

(CO

NST

).DW

G30

-Nov

-202

0 7

:31

AMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. S-0

6

0

SCALE: 1" = 40'

40 160100

101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF###

P20-3361-D7A

NEWTON, MAQUINOBEQUIN RD

ROADWAY IMPROVEMENTS PROJECT

S-07

NOV. 2020

JB

RW

JB

RW 10 17

SITE ANALYSIS PLAN

1" = 40'-0"

MATCHLINE

CONCEPTUAL ROADWAY IMPROVEMENTS

N

E. Q

UIN

OB

EQU

INR

OA

D

QUINOBEQUIN ROAD

VARICK ROAD

ROUTE 128

EXISTING FOOTPATH

CHARLES RIVER

5' GRASS BUFFER

10' SHARED-USE TRAIL

2' SHOULDER

10' TRAVEL LANE

5.5' HMA WALK

PROP SLOPEDGRANITE EDGING

(TYP)

POTENTIALBOULDER RIVER

OVERLOOKLOCATION

4' STABILIZED PATH

PROP HMADRIVE (TYP)

PROP RAISEDCROSSWALK

REDUCE INTERSECTIONWIDTH TO IMPROVEPEDESTRIAN EXPERIENCE/ REDUCE VEHICLESPEEDS

PAVED PULL-OFFAREA

CONTINUE SHARED USE PATH TOROUTE 16 INTERSECTION FORCONNECTION WITH FUTURE LOWERFALLS TRAIL

PROPINFILTRATION

SWALE

4" SYL 4" SWL

PAVED PULL-OFFAREA

MAT

CH

LIN

E

4" BYLL

PROPINFILTRATION

SWALE

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G1-

Dec

-202

0 5

:21

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. 1

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

C-0

NOV. 2020

MES

PTS

MES

PTS 1 17

CONSTRUCTION PLANS

1" = 40'-0"

8,281.42 sf

(BY OTHERS)

BEGINNING OF PROJECT

CONCEPTUAL ROADWAY IMPROVEMENTS

1

1

2

DWHINDA ROAD

COBB PLACE

PONTIAC ROAD

CA

RLT

ON

RO

AD

N

QUINOBEQUIN ROAD

CHARLES RIVER

2' SHOULDER

5.5' HMA WALK10' TRAVEL LANE

5' GRASSBUFFER

10' SHARED-USE TRAIL

EXISTING FOOTPATH

PROP SLOPEDGRANITE EDGING(TYP)

PROPINFILTRATION

SWALE

REDUCE INTERSECTIONWIDTH TO IMPROVE

PEDESTRIAN EXPERIENCE /REDUCE VEHICLE SPEEDS

PROPRAISED

CROSSWALKPROP HMADRIVE (TYP)

CONNECTION TOEXISTING

FOOTPATH

PROPINFILTRATION

SWALE

PROPINFILTRATIONSWALE

4" SYL4" SWL

PROPRAISEDCROSSWALK

CONNECTION TOEXISTING

FOOTPATH

MAT

CH

LIN

E

MATCHLIN

E

4" BYLL

POTENTIAL WATER QUALITYFEATURE OR LANDSCAPE AREA

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G2-

Dec

-202

0 8

:07

AMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. 13

CO

NTI

NU

ED O

NSH

EET

NO

. 11

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

ROADWAY IMPROVEMENTS

C-02

NOV. 2020

MES

PTS

MES

PTS 12 17

CONSTRUCTION PLANS

1" = 40'-0"

CONCEPTUAL ROADWAY IMPROVEMENTS

CHARLES RIVER

CARL

TON

ROAD IRW

IN ROAD

N

QUINOBEQUIN ROAD

CHARLES RIVER

2' SHOULDER5.5' HMA WALK

10' TRAVEL LANE

MIN 5' GRASSBUFFER

10' SHARED-USE TRAIL

EXISTING FOOTPATH

PROP SLOPED GRANITE EDGING (TYP)

4' STABILIZED PATH

4' STABILIZED PATH

POTENTIAL BOULDERRIVER OVERLOOKLOCATION

POTENTIAL BOULDERRIVER OVERLOOK

LOCATION

PROP UPGRADEDSTREAM CROSSING

PROP HMADRIVE (TYP)

POTENTIAL AREA TOELIMINATE SIDEWALK

PROPINFILTRATION

SWALE

PROP UPGRADEDSTREAM CROSSING

PAVED PULL-OFF AREA

4" SYL4" SWL

PROPRAISED

CROSSWALK

CONNECTIONTO EXISTING

FOOTPATH

MATC

HLIN

E

MAT

CHLI

NE

4" BYLL

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G21

-Dec

-202

0 3

:09

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. 14

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

CONCEPTUAL ROADWAY IMPROVEMENTS

C-03

NOV. 2020

MES

PTS

MES

PTS 13 17

CONSTRUCTION PLANS

1" = 40'-0"

CO

NTI

NU

ED O

NSH

EET

NO

. 12

ANNA

WAN

ROAD

GO

ULD

RO

AD

QUINOBEQUIN ROAD

PROP UPGRADEDSTREAM CROSSING

N

CHARLES RIVER

2' SHOULDER

5.5' HMA WALK

10' TRAVEL LANE

5' GRASS BUFFER

10' SHARED-USE TRAIL

EXISTING FOOTPATH

PROP SLOPED GRANITE EDGING (TYP)

4' STABILIZEDPATH

PROP UPGRADEDSTREAM CROSSING

PROP INFILTRATIONSWALE

PROP HMADRIVE (TYP)

PROP INFILTRATIONSWALE

PROP RAISEDCROSSWALK

POTENTIAL AREA TOELIMINATE SIDEWALK (TYP)

4" SYL 4" SWL

MAT

CH

LIN

E

MATCHLINE

4" BYLL

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G21

-Dec

-202

0 3

:09

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. 15

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

CONCEPTUAL ROADWAY IMPROVEMENTS

C-04

NOV. 2020

MES

PTS

MES

PTS 14 17

CONSTRUCTION PLANS

1" = 40'-0"

CO

NTI

NU

ED O

NSH

EET

NO

. 13

GO

ULD

RO

AD YO

RK R

OAD

LARK

SPUR

RO

AD

CRIT

ICAL

SEC

TIO

N

N

QUINOBEQUIN ROAD2' SHOULDER

5.5' HMA WALK

10' TRAVEL LANE

5' GRASSBUFFER

10' SHARED-USETRAIL

4' STABILIZEDPATH

PROP SLOPED GRANITE EDGING (TYP)

EXISTINGFOOTPATH

PROP HMADRIVE (TYP)

PROPINFILTRATIONSWALE

PAVED PULL-OFF AREA

4" SYL 4" SWL

PROPRAISEDCROSSWALK

CONNECTIONTO EXISTING

FOOTPATH

MATC

HLIN

E

MAT

CH

LIN

E

4" BYLL

POTENTIAL BOULDERRIVER OVERLOOK

LOCATION

POTENTIALCONNECTIONTO EXISTINGFOOTPATH

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G1-

Dec

-202

0 5

:36

PMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. 16

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

ROADWAY IMPROVEMENTS

C-05

NOV. 2020

MES

PTS

MES

PTS 15 17

CONSTRUCTION PLANS

1" = 40'-0"

CO

NTI

NU

ED O

NSH

EET

NO

. 14

CONCEPTUAL ROADWAY IMPROVEMENTS

RADC

LIFF

ROA

D

QUINOBEQUIN ROAD

N

CHARLES RIVER

2' SHOULDER

5.5' HMA WALK

10' TRAVEL LANE

5' GRASS BUFFER

10' SHARED-USETRAIL

EXISTING FOOTPATH

PROP SLOPED GRANITE EDGING (TYP)

PROP RAISED CROSSWALK

POTENTIAL BOULDERRIVER OVERLOOK

LOCATION

POTENTIAL BOULDERRIVER OVERLOOK

LOCATION

PROP UPGRADEDSTREAM CROSSING

4' STABILIZED PATH

PROP HMA DRIVE (TYP)

POTENTIAL BOULDERRIVER OVERLOOKLOCATION

PROP STEEL-BACKEDWOOD GUARDRAIL

PROP STEEL-BACKEDWOOD GUARDRAIL

PROP STEEL-BACKEDWOOD GUARDRAIL

R&R UTILITYPOLE (BO)(TYP)

POTENTIAL AREA TOELIMINATE SIDEWALK (TYP)

4" SYL 4" SWL

POTENTIALCONNECTION TOEXISTING FOOTPATH

MATCHLINE

MATC

HLIN

E

R&R UTILITYPOLE (BO) (TYP)

4" BYLL

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G2-

Dec

-202

0 8

:18

AMPl

otte

d on

CO

NTI

NU

ED O

NSH

EET

NO

. 17

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

ROADWAY IMPROVEMENTS

C-06

NOV. 2020

MES

PTS

MES

PTS 16 17

CONSTRUCTION PLANS

1" = 40'-0"

CO

NTI

NU

ED O

NSH

EET

NO

. 15

CONCEPTUAL ROADWAY IMPROVEMENTS

BO

YLST

ON

STR

EET

(RO

UTE

9)

N

QUINOBEQUIN ROAD

CHARLES RIVER

2' SHOULDER5.5' HMA WALK

10' TRAVEL LANE

5' GRASSBUFFER

10' SHARED-USETRAIL

PROP SLOPED GRANITEEDGING (TYP)

PROPSTEEL-BACKEDWOODENGUARDRAIL

SELECTIVE TREETRIMMING TOIMPROVE SIGHTLINES

PROP HMA DRIVE (TYP)

TRAILHEAD WITHGRANITE PIER

PROP 14' SHAREDUSE PATH

PROP RRFB

PROP RRFB

POTENTIAL AREA TOELIMINATESIDEWALK (TYP)

ELLIS ST

4" SYL 4" SWL

MATCHLINE

R&R UTILITYPOLE (BO) (TYP)

4" BYLL

SHARED-USE TRAIL

STABILIZED PATH

HMA WALK

RIVER BOULDER OVERLOOKLOCATION

INFILTRATION SWALE

UPGRADED STREAM CROSSING

AREA TO REMOVE SIDEWALK

TRAILHEAD WITH GRANITE PIER

HMA PAVEMENT

LEGEND

1494

0.00

_HD

(CO

NST

).DW

G1-

Dec

-202

0 5

:34

PMPl

otte

d on

0

SCALE: 1" = 40'

40 160100 101 Walnut St., P.O. Box 9151

617 924 1770 FAX 617 924 2286Watertown, MA 02472

Transportation Land DevelopmentEnvironmental Services

DATE DESCRIPTIONREV.

ACC.

CONT.DATE:

SCALE:

CHECKED:

DRAWN:

CHECKED:

DESIGNER:

BY

COMMONWEALTH OF MASSACHUSETTSDEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND ENGINEERING

SHEET NO.

OF---

P20-3361-D7A

NEWTON, MAQUINOBEQUIN ROAD

ROADWAY IMPROVEMENTS

C-07

NOV. 2020

MES

PTS

MES

PTS 17 17

CONSTRUCTION PLANS

1" = 40'-0"

CO

NTI

NU

ED O

NSH

EET

NO

. 16

CONCEPTUAL ROADWAY IMPROVEMENTS