projectlocation project endn 2940552.3334e 730023
TRANSCRIPT
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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-202
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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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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