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LENGTH OF PROJECT = 1273.00 FEET = 0.241 MILES
DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATEHIGHWAY ADMINISTRATOR
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
606207_R
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DATE DESCRIPTION REV #
PE Stamp & SignatureConsultant Name
(ERASE IF NOT APPLICABLE)
606207_R
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INDEX
SHEET NO. DESCRIPTION
1 TITLE SHEET & INDEX
2 LEGEND & ABBREVIATIONS
3 KEY PLAN
4-6 TYPICAL SECTIONS & PAVEMENT NOTES
7-10 CRITICAL PROFILES
11-13 PARCEL SUMMARY SHEET
14-15 LOCATION PLANS
16-19 PROPERTY PLANS
THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 15, 2012,
THE 2012 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD
DETAILS, (AS RELATED TO TRAFFIC STANDARD DETAILS ONLY), THE 2009 MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS,
THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR
TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK, WILL GOVERN.
500
SCALE: 1" = 500'
0 1000 1500 2000
N
PROJECT END
STA. 113+23.00
N:2914515.3996
E:523008.8016
PROJECT BEGIN
STA. 100+50.00
N:2914190.4787
E:521831.8589
LIMIT OF WORK
STA. 10+00.00
N:2914713.9900
E:522139.2632
FED. AID PROJ. NO.STATE
MA
SHEETS
TOTALSHEET
NO.
PROJECT FILE NO.
SPENCERMAIN STREET
---- 1 18
606207
PRELIMINARY RIGHT OF WAYTITLE SHEET & INDEX
PRELIMINARY RIGHT OF WAY
20'
20'
FLASHING BEACON
PEDESTRIAN SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD, OPTICALLY PROGRAMMED
1
M
TRAFFIC SIGNAL CONDUIT
TRAFFIC SIGNAL INTERCONNECT CONDUIT
SIGNAL AND LIGHTING MAST ARM
SIGN AND POST
HIGH MAST POLE OR TOWER
STEEL OR ALUMINUM MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)
SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)
VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED
VEHICULAR SIGNAL HEAD
PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE
MAGNETOMETER (2 SHOWN)
WIRE LOOP DETECTOR (6'X 6' TYPICAL UNLESS OTHERWISE SPECIFIED)
CONTROLLER PHASE ACTUATED
ELECTRIC HANDHOLE 12" X 24"
PULL BOX 12"X12"
LOAD CENTER ASSEMBLY
FLASHING BEACON CONTROL & METER PEDESTAL
CONTROL CABINET, POLE MOUNTED
CONTROL CABINET, GROUND MOUNTED
(AND AS NOTED)
(TYPE AS NOTED OR AS SPECIFIED)
(TYPE AS NOTED)
EMERGENCY PRE-EMPTION DETECTOR
(OPTICOM)
TRAFFIC SIGNAL HEAD (SIZE AS NOTED)
OPTICOM CONFIRMATION STROBE LIGHT
*
VIDEO SURVEILLANCE CAMERA
MICROWAVE DETECTOR
EXISTINGPROPOSED
ABBREVIATIONS
185
CONTOURS
CURBING
DIRECT BURIAL CABLE
OVERHEAD CABLE
PROPOSED
BYCL
SYEL
WGL
DYCL
SWEL
YGL
BWLL
SWLL
CW
SL
BROKEN YELLOW CENTER LINE (10' LINE, 30' SPACE TYP.) - 4"
SOLID YELLOW EDGE LINE
WHITE GORE LINE - 12"
DOUBLE YELLOW CENTER LINE
YELLOW GORE LINE - 12"
SOLID WHITE EDGE LINE
BROKEN WHITE LANE LINE (10' LINE, 30' SPACE TYP.)
SOLID WHITE LANE LINE
CROSSWALK
STOP LINE - 12"
SOLID WHITE CHANNELIZATION LINE - 8"
SWCHL
SOLID YELLOW CENTER LINE
SYCL
DOTTED WHITE LANE LINE - 4" (2' LINE, 4' SPACE)
DWLL
EXISTINGPROPOSED
EXISTING
LEGEND
SIGN AND POST (TWO POSTS)
LEGEND "ONLY" - WHITE
PAVEMENT ARROW - WHITE
AADT
ABAN
ADJ
APPROX.
A.C.
ACCM PIPE
BIT.
BC
BD.
BL
BLDG
BM
(BO)
BOS
BR.
CB
CBCI
CC
CCM
CEM
CI
CIP
CLF
CL
CMP
CSP
CO.
CONC
CONT
CONST
CR GR
DHV
DI
DIA
DIP
DW
DWY
ELEV (OR EL.)
EMB
EOP
EXIST (OR EX)
EXC
F&C
F&G
FDN.
FLDSTN
GAR
GD
GG
GI
GIP
GRAN
GRAV
GRD
HDW
HMA
HOR
HYD
INV
JCT
L
LB
LP
LT
MAX
MB
MH
MHB
MIN
NIC
NO.
PC
PCC
PGL
PI
POC
POT
PRC
PROJ
PROP
PSB
PT
PVC
PVI
PVT
PVMT
PWW
ANNUAL AVERAGE DAILY TRAFFIC
ABANDON
ADJUST
APPROXIMATE
ASPHALT CONCRETE
ASPHALT COATED CORRUGATED METAL PIPE
BITUMINOUS
BOTTOM OF CURB
BOUND
BASELINE
BUILDING
BENCH MARK
BY OTHERS
BOTTOM OF SLOPE
BRIDGE
CATCH BASIN
CATCH BASIN WITH CURB INLET
CEMENT CONCRETE
CEMENT CONCRETE MASONRY
CEMENT
CURB INLET
CAST IRON PIPE
CHAIN LINK FENCE
CENTERLINE
CORRUGATED METAL PIPE
CORRUGATED STEEL PIPE
COUNTY
CONCRETE
CONTINUOUS
CONSTRUCTION
CROWN GRADE
DESIGN HOURLY VOLUME
DROP INLET
DIAMETER
DUCTILE IRON PIPE
STEADY DON'T WALK - PORTLAND ORANGE
DRIVEWAY
ELEVATION
EMBANKMENT
EDGE OF PAVEMENT
EXISTING
EXCAVATION
FRAME AND COVER
FRAME AND GRATE
FOUNDATION
FIELDSTONE
GARAGE
GROUND
GAS GATE
GUTTER INLET
GALVANIZED IRON PIPE
GRANITE
GRAVEL
GUARD
HEADWALL
HOT MIX ASPHALT
HORIZONTAL
HYDRANT
INVERT
JUNCTION
LENGTH OF CURVE
LEACHING BASIN
LIGHT POLE
LEFT
MAXIMUM
MAIL BOX
MANHOLE
MASSACHUSETTS HIGHWAY BOUND
MINIMUM
NOT IN CONTRACT
NUMBER
POINT OF CURVATURE
POINT OF COMPOUND CURVATURE
PROFILE GRADE LINE
POINT OF INTERSECTION
POINT ON CURVE
POINT ON TANGENT
POINT OF REVERSE CURVATURE
PROJECT
PROPOSED
PLANTABLE SOIL BORROW
POINT OF TANGENCY
POINT OF VERTICAL CURVATURE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY
PAVEMENT
PAVED WATER WAY
CAB.
CCVE
DW
FDW
FR
FW
FY
FYV
FRL
FRR
FRV
G
GL
GR
GSL
GSR
GV
OL
OP
PED
PTZ
R
RV
RL
RR
TR SIG
TSC
W
Y
YL
YR
YV
CABINET
CLOSED CIRCUIT VIDEO EQUIPMENT
STEADY DON'T WALK - PORTLAND ORANGE
FLASHING DON'T WALK - PORTLAND ORANGE
FLASHING CIRCULAR RED
FLASHING WALK - LUNAR WHITE
FLASHING CIRCULAR AMBER
FLASHING AMBER VERTICAL ARROW
FLASHING RED LEFT ARROW
FLASHING RED RIGHT ARROW
FLASHING RED VERTICAL ARROW
STEADY CIRCULAR GREEN
STEADY GREEN LEFT ARROW
STEADY GREEN RIGHT ARROW
STEADY GREEN SLASH LEFT ARROW
STEADY GREEN SLASH RIGHT ARROW
STEADY GREEN VERTICAL ARROW
OVERLAP
OPTICOM
PEDESTRIAN
PAN, TILE, ZOOM
STEADY CIRCULAR RED
STEADY RED VERTICAL ARROW
STEADY RED LEFT ARROW
STEADY RED RIGHT ARROW
TRAFFIC SIGNAL
TRAFFIC SIGNAL CONDUIT
STEADY WALK - LUNAR WHITE
STEADY CIRCULAR AMBER
STEADY AMBER LEFT ARROW
STEADY AMBER RIGHT ARROW
STEADY AMBER VERTICAL ARROW
R
R&D
RCP
RD
RDWY
REM
RET
RET WALL
ROW
RR
R&R
R&S
RT
SB
SHLD
SMH
ST
STA
SSD
SHLO
SW
T
TAN
TEMP
TC
TOS
TYP
UP
VAR
VERT
VC
WCR
WG
WIP
WM
X-SECT
RADIUS OF CURVATURE
REMOVE AND DISPOSE
REINFORCED CONCRETE PIPE
ROAD
ROADWAY
REMOVE
RETAIN
RETAINING WALL
RIGHT-OF-WAY
RAILROAD
REMOVE AND RESET
REMOVE AND STACK
RIGHT
STONE BOUND
SHOULDER
SEWER MANHOLE
STREET
STATION
STOPPING SIGHT DISTANCE
STATE HIGHWAY LAYOUT LINE
SIDEWALK
TANGENT DISTANCE OF CURVE/
TRUCK PERCENTAGE
TANGENT
TEMPORARY
TOP OF CURB
TOP OF SLOPE
TYPICAL
UTILITY POLE
VARIES
VERTICAL
VERTICAL CURVE
WHEELCHAIR RAMP
WATER GATE
WROUGHT IRON PIPE
WATER METER/WATER MAIN
CROSS SECTION
JERSEY BARRIER ON BRIDGE OR JERSEY BARRIER
JB OR BRJB
CB CATCH BASIN
CI
CURB INLET
BUOY
FLAG POLE
GAS PUMP
DIDROP INLET
MAIL BOX
GRANITE POST
PLANTER
POST
TELEPHONE BOOTH
VAULT
VALVE
WELL
ELECTRIC MANHOLE (HANDHOLE)
GATE POST
FLOW LINE
GAS GATE
BORING HOLE
MONITORING WELL
TEST PIT
CONCRETE HEADWALL
HANDHOLE
STONE HEADWALL
HYDRANT
POLE WITH DOUBLE LIGHT
LIGHT POLE
COUNTY BOUND
GPS POINT
CABLE MANHOLE
ELECTRIC MANHOLE
GAS MANHOLE
STONE BOUND
TRAVERSE OR TRIANGULATION STATION
MISC MANHOLE
OTHER MANHOLE
SEWER MANHOLE
TELEPHONE MANHOLE
TRANS. POLE
WATER MANHOLE
MHD BOUND
MONUMENT
TOWN OR CITY BOUND
WATER GATE
TROLLEY POLE OR GUY POLE
PM
ELECTRICAL GROUND
PARKING METER
UP W ITH 1 LIGHT
UP W ITH FIREBOX
UTILITY POLE
GATE VALVE
GV
BUSH
TREE
SWAMP / MARSH
FIRE ALARM BOX
FA
RIP RAP
GUARD RAIL
CULVERT
RETAINING WALL
TREE LINE OR LIMIT OF CLEARING AND GRUBBING
BALANCE STONE WALL
DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)
SEWER MAIN " "
ELECTRIC DUCT " "
GAS MAIN " "
WATER MAIN " "
TELEPHONE DUCT " "
EXISTINGPROPOSED
PROPERTY LINE OR APPROXIMATE PROPERTY LINE
TOWN OR CITY LAYOUT
COUNTY LAYOUT
STATE HIGHWAY LAYOUT
EASEMENT
TOWN OR CITY BOUNDARY LINE
RAILROAD SIDELINE
PEDESTRIAN SIGNAL POST AND BASE
FL
DRAINAGE MANHOLE
D
STONE DHWL
PLANTER
CONC. HDWL
STUMP
BUSH
TREE
HYD
LPDL
LPL
S
VLV
ULT
UPL
UFB
WG
VLT
TPL OR GUY
WELL
BH
CO. BD.
BUOY
MB
FPL
MHB
MON
POST
GRAN POST
SB
TSN
TBH
TEP
TOWN OR CITY BD.
RAILROAD SIGNAL
DIRECTION OF TRAFFIC FLOW
EHH
CHAIN LINK FENCE
X X X X
BANK OF RIVER OR STREAM
BORDER OF WETLAND
RRSG
TOP OR BOTTOM OF SLOPE
SAWCUT LINE
STOCKADE FENCE
T
LIMIT OF EDGE OF PAVEMENT OR COLD PLAN & OVERLAY
100 FT WETLAND OR 200 FT RIVERFRONT BUFFER
GENERAL SYMBOLS (CONT.)
HAY BALES/SILT FENCE
GUTTER LINE AT DRIVEWAYS
GENERAL (CONT.)
TRAFFIC SIGNAL
PAVEMENT MARKINGS AND SIGNING SYSBOLS
GENERAL
TRAFFIC SIGNAL SYMBOLS
GENERAL SYMBOLS
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
2
LEGEND & ABBREVIATIONS
METAL HANDRAIL
MEC
HA
NIC
STREET
WALL STREET
ELM STREET
HIGH STREET
PLEASA
NT STR
EET
MAPLE STREET
MAIN STREET
N
50
SCALE: 1" = 50'
0 100 150 200
LEGEND
PROPERTY PLANS
#
17
18
16
L
IM
IT
O
F
W
O
R
K
S
T
A
1
0
0
+
5
0
.0
0
N
:2
9
1
4
1
9
0
.4
7
8
7
E
:5
2
1
8
3
1
.8
5
8
9
L
I
M
I
T
O
F
W
O
R
K
S
T
A
1
1
3
+
2
3
.
0
0
N
:
2
9
1
4
5
1
5
.
3
9
9
6
E
:
5
2
3
0
0
8
.
8
0
1
6
LIM
IT
O
F W
O
R
K
S
TA
10+
00.00
N
:2914713.9900
E
:522139.2632
1
0
1
1
0
2
1
0
3
1
0
4
105
106
107
108
109
1
1
0
1
1
1
1
1
2
1
1
3
PC +59.16
PC +66.44
PT +28.18
P
T
+
3
2
.
0
7
PCC +62.60
11
12
1
3
14
PC +86.94
PC +37.00
P
T
+
3
0
.4
9
MUNICIPAL DRIVE
18
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MAIN STREET
PRELIMINARY RIGHT OF WAYKEY PLAN
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
18
STATE
MA
PROJECT FILE NO.
----
606207
3
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
4
TYPICAL SECTIONSSHEET 1 OF 3
8" GRAVEL BORROW, TYPE b
AIR ENTRAINED 4000 PSI, 3/4", 6104" CEMENT CONCRETE
FOUNDATION:
0.10 GAL/SY OVER EXISTING PAVEMENT.BITUMEN FOR TACK COAT (RS-1) AT
PAVEMENT MILLING 4" DEPTH
4" HOT MIX ASPHALT
2" HOT MIX ASPHALT
PROPOSED FULL DEPTH PAVEMENT - WIDENING (LESS THAN 4.00' WIDE)
4" DENSE GRADED CRUSHED STONE OVER
3.5" HOT MIX ASPHALT
(2" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5)OVER 2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC 12.5))
4" HOT MIX ASPHALT
PROPOSED CEMENT CONCRETE WALK/ WHEELCHAIR RAMP
SURFACE:
PROPOSED PAVEMENT MILLING & OVERLAY (MAIN STREET/PLEASANT STREET)
SURFACE:
12" GRAVEL BORROW, TYPE b.
8" GRAVEL BORROW, TYPE b.
6" HIGH EARLY STRENGTH CEMENTCONCRETE BASE COURSE
SUPERPAVE BASE COURSE -25.0 (SBC-25.0)
SURFACE:
SUBBASE:
BASE:
SUBBASE:
SURFACE:
PROPOSED FULL DEPTH PAVEMENT
BASE:
PAVEMENT NOTES
8" GRAVEL BORROW, TYPE b
AIR ENTRAINED 4000 PSI, 3/4", 6106" CEMENT CONCRETE
FOUNDATION:
PROPOSED CEMENT CONCRETE DRIVEWAY
SURFACE:
8" GRAVEL BORROW, TYPE bFOUNDATION:
PROPOSED HOT MIX ASPHALT DRIVEWAY
SURFACE: 3 12" HOT MIX ASPHALT(1 3 4" SURFACE COURSE TYPE B OVER1 3 4" INTERMEDIATE (BINDER) COURSE TYPE B)
(2" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5))
(2" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5)OVER 2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC 12.5))
0.10 GAL/SY OVER EXISTING PAVEMENT.BITUMEN FOR TACK COAT (RS-1) AT
PAVEMENT MILLING 2" DEPTH
2" HOT MIX ASPHALT
PROPOSED PAVEMENT MILLING & OVERLAY - SIDE STREETS
SURFACE:(2" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5))
STA 103+50± TO STA 106+00±MAIN STREET (ROUTE 9)
TYPICAL SECTION
STA 101+25± TO STA 103+50±MAIN STREET (ROUTE 9)
TYPICAL SECTION
NTSSTA 100+50± TO STA 101+25±
MAIN STREET (ROUTE 9)TYPICAL SECTION
TOLERANCE FOR CONSTRUCTION ±0.5%**
NTSTOLERANCE FOR CONSTRUCTION ±0.5%**
NTSTOLERANCE FOR CONSTRUCTION ±0.5%**
CONSTRUCTIONBL
EXISTING LAYOUT (VARIES 57.1'± - 57.5'±)
PROP PVM'T MILLINGAND OVERLAY
15.0'TRAVEL LANE
10.8'-16.2'±CEM CONCSIDEWALK
7.0'PARKING LANE
VARIES**1.5% (TYP)
VARIES (16.2'-17.2')TRAVEL LANE
1.5%**
5.0'CEM CONCSIDEWALK
3.0'±GRASSSTRIP
PROP 4" LOAMAND SEED4:1 (TYP)
PROP 4" LOAMAND SEED3:1 (TYP)
VARIESVARIES
PGLCROWNVARIES
MEET EXIST
EXIST GROUND
PROP GRAN CURBTYPE VA4 (TYP)
VARIES (0'-10.0')LEFT TURN LANE
11.0'TRAVEL LANE
VARIES (11.0'-20.6')TRAVEL LANE
5.0'BIKE
CONSTRUCTIONBL
EXISTING LAYOUT (VARIES 57.4'±-59.9'±)
PGL
(2.0' MIN)
SHLD
VARIES7.0'
PARKING LANE6.0'
CEM CONCSIDEWALK
7.8'-9.1'±CEM CONCSIDEWALK
PROP GRAN CURBTYPE VA4 (TYP)
6.0'CEM CONCSIDEWALK
PROP PVM'T MILLINGAND OVERLAY
PROP 4" LOAMAND SEED2:1 IN CUT3:1 IN FILL
PROP FULLDEPTH PVM'T
EXIST GROUND
1.0' LEVEL
MEET EXIST
CONSTRUCTIONBL
CROWN
VARIES
11.0'TRAVEL LANE
5.0' 7.0'PARKING LANE
6.5'-7.0'CEM CONCSIDEWALK
11.0'TRAVEL LANE
11.0'RIGHT TURN LANE
2.0'
SHLD
VARIESVARIES
(7.9'-10.5')CEM CONCSIDEWALK
VARIES
PROP GRAN CURBTYPE VA4 (TYP)
**1.5% (TYP) 1.5%**
1.5% **
PROP PVM'T MILLINGAND OVERLAY
PROP FULL DEPTHPVM'T WIDENING
*
RET EXISTSTEPS
SAWCUT
PROP METALHANDRAIL
PROP GRAN CURBTYPE VB (TYP)REVEAL VARIES
REVEAL VARIES
REVEAL VARIES
VARIES**1.5% (TYP)
VARIES**1.5% (TYP)
REVEAL VARIES
PROP GRAN CURBTYPE VA4 6" REVEAL (TYP)
SAWCUT
8" GRAVEL BORROW, TYPE bFOUNDATION:
PROPOSED HOT MIX ASPHALT SIDEWALK
SURFACE: 2 12" HOT MIX ASPHALT(1 14" SURFACE COURSE TYPE B OVER1 14" INTERMEDIATE (BINDER) COURSE TYPE B)
EXISTBLDG
EXISTBLDG
EXISTBLDG
EXISTING LAYOUT (VARIES 56.2'±-59.8'±)
EXIST WALL
LANE
BIKELANE
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
5
TYPICAL SECTIONSSHEET 2 OF 3
SEE SHEET NO. 4 FOR PAVEMENT NOTES
NTSSTA 110+50± TO STA 113+14±
MAIN STREET (ROUTE 9)
EXISTING LAYOUT (VARIES 57.2' - 58.0')
VARIES (0'-10.0')LEFT TURN LANE
VARIES (11.0'-15.5')TRAVEL LANE
4.0'-5.0' VARIES (11.0'-16.1')TRAVEL LANE
PGL
EXISTING PAVEMENT
PROP GRAN CURBTYPE VA4 (TYP)
6.0'-9'±CEM CONCSIDEWALK
PROP PVM'T MILLINGAND OVERLAY
EXIST GROUND
SHLD
VARIESVARIES VARIES
VARIESCEM CONC
TYPICAL SECTION
**
TOLERANCE FOR CONSTRUCTION ±0.5%**
4.0'-5.0'SHLD
CONSTRUCTIONBL
1.50%**
9.0'-9.9' ±CEM CONCSIDEWALK
0.5% - 1.5%
CONSTRUCTIONBL
CONSTRUCTIONBL
STA 108+00± TO STA 110+50±MAIN STREET (ROUTE 9)
TYPICAL SECTION
STA 106+00± TO STA 108+00±MAIN STREET (ROUTE 9)
TYPICAL SECTION
CROWNVARIES
NTSTOLERANCE FOR CONSTRUCTION ±0.5%**
NTSTOLERANCE FOR CONSTRUCTION ±0.5%**
EXISTING LAYOUT (VARIES 58.6' - 77.4')
VARIES (0'-10.0')LEFT TURN LANE
VARIES (11.0'-15.5')TRAVEL LANE
5.0'5.0'6.0'-9.2'±CEM CONCSIDEWALK
6.0'-9'±CEM CONCSIDEWALK
VARIES (0'-10.0')RIGHT TURN LANEBIKE
VARIES**1.0% (TYP)PGL
EXISTING PAVEMENT
CROWN
VARIESPROP GRAN CURBTYPE VA4 (TYP)
1.50%**
2' SHLD
EXIST GROUND
EXIST GROUND
PROP PVM'T MILLINGAND OVERLAY
MEET EXIST
HMA DRIVEHMA DRIVE
EXISTING LAYOUT (VARIES 58.6' - 77.4')
VARIES (0'-10.0')LEFT TURN LANE
VARIES (11.0'-15.5')TRAVEL LANE
5.0'5.0'6.0'-9.2'±CEM CONCSIDEWALK
7.0'-11.0'±CEM CONCSIDEWALK
VARIES2.0' SHOULDER-
PGL
EXISTING PAVEMENT
CROWN
VARIESPROP GRAN CURBTYPE VA4 (TYP)
PROP PVM'T MILLINGAND OVERLAY
MEET EXIST
CEMENT CONCRETE WALKHMA PVM'T
7.0' PARKINGLANE
EXIST GROUND
REVEAL VARIES
SAWCUT
PROP GRAN CURBTYPE VA4 (TYP)REVEAL VARIES
PROP LOAM & SEED SIDEWALK
EXIST BLDG
SAWCUT
REVEAL VARIES
VARIESVARIES
VARIESVARIESVARIES
**0.5% - 1.5%
EXIST BLDG
REVEAL VARIES
CEM CONCSIDEWALK
6.0'
1.50%
3.0'-3.9'
RET EXISTSTEPS
IN FRONT OF TOWN HALLTYPICAL SECTION
NTSTOLERANCE FOR CONSTRUCTION ±0.5%
PROP GRAN CURBTYPE VA4 (TYP)REVEAL VARIES
**
MEET EXIST
MEET EXIST
MEET EXIST1.50%**
PROP LOAM & SEED
LANE
BIKELANE
BIKELANE
BIKELANE
606207_R
W(T
YP
).D
WG
22-N
ov-2013
606207_R
W(T
YP
).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
6
TYPICAL SECTIONSSHEET 3 OF 3
SEE SHEET NO. 4
FOR PAVEMENT NOTES
EXISTING LAYOUT (VARIES 41.25' - 46.25')
VARIES (0'-38.0')CEMENT CONCRETE ISLAND
VARIES (0'-19.0')RIGHT TURN LANE
CONSTRUCTIONBL
4.00'SHLD
4.00'SHLD
11.00'TRAVEL LANE
0-11.0'LEFT TURN LANE
VARIES (12.0' MIN)TRAVEL LANE
NTSSTA 12+95± TO STA14+50±
PLEASANT STTYPICAL SECTION
TOLERANCE FOR CONSTRUCTION ±0.5%**
NTSSTA 10+00± TO STA 12+95±
PLEASANT STTYPICAL SECTION
TOLERANCE FOR CONSTRUCTION ±0.5%**
3.0'-4.0'SHLD
11.00'TRAVEL LANE
11.0'TRAVEL LANE
2.0'-4.0'SHLD
6.0'CEM CONCSIDEWALK
1.50% (TYP)**
1.50% **
PROP 4" LOAMAND SEED2:1 (MAX) CUT4:1 (MAX) FILL
EXIST GROUND
1.0' LEVEL
CONSTRUCTIONBL
EXIST GROUND
PROP FULLDEPTH PVM'T
PROP FULLDEPTH PVM'TPROP FULL
DEPTH PVM'T
PROP PVM'T MILLINGAND OVERLAY
2.00%2.00%2.00%
VARIESVARIES
PROP GRAN CURBTYPE VA4
PROP GRAN CURBTYPE VA4
PROP GRAN CURBTYPE VA4
PROP GRAN CURBTYPE VA4
PROP 4" LOAMAND SEED2:1 (MAX) CUT *4:1 (MAX) FILL
2:1 MAX
3.00'LEVELAREA
PROP STONE MASONRYRETAINING WALL (STD E 302.2.0)
PROP GRAN CURBTYPE VA4
2.00'SHLD
4.00'SHLD
* STA 12+00 TO STA 12+95± PROP STONE MASONRY RETAINING WALL
4.00'SHLD
3.00'LEVELAREA
PROP GRAN CURBTYPE VA4
PROP FULLDEPTH PVM'T
***
*** STA 11+50 TO STA 12+95± PROP FULL DEPTH PVM'T
6" REVEAL (TYP)
6" REVEAL (TYP)
6" REVEAL (TYP)
WIDENING
SAWCUT
(STD E 302.2.0)
6.0'CEM CONCSIDEWALK
1.50% (TYP)**
PROP LOAM & SEED
MEET EXIST
MEET EXIST
MEET EXIST
6" REVEAL (TYP)
EXISTING LAYOUT (VARIES 0.00'± - 41.2'±)
6" REVEAL
6" REVEAL (TYP)
PROPOSED LAYOUT (VARIES 63.5'± - 96.2'±) PROPOSED LAYOUT (VARIES 63.5'± - 96.2'±)
PROPOSED LAYOUT (VARIES 0.00'± - 63.5'±)
PROP LOAM & SEED
PGL &CROWN
PGL &CROWN
NAVD 88
BASE ELEV
805.00
810
820
830
840
850
860
870
-0.70%
-1.6
0%
-0.60%
GR
AD
E B
RE
AK
S
TA
=
100+
50.00
ELE
V =
814.50
LOW POINT ELEV = 810.71
LOW POINT STA = 103+80
PVI STA = 103+30.00
PVI ELEV = 811.01
A.D. = 1.00%
K = 99.63
100' VC
PV
C: 102+
80
ELE
V: 811.81
PV
T: 103+
80
ELE
V: 810.71
PV
C: 104+
90
ELE
V: 810.06
HIGH POINT ELEV = 814.08
HIGH POINT STA = 101+10
PVI STA = 101+60.00
PVI ELEV = 813.73
A.D. = -0.90%
K = 111.11
100' VC
PV
C: 101+
10
ELE
V: 814.08
PV
T: 102+
10
ELE
V: 812.93
1249.1' SSD
Main Street
814.
50
814.
15
101+00
813.
73
813.
09
102+00
812.
29
811.
51
103+00
810.
94
810.
59
104+00
810.
29
810.
01
105+00
810.
30
106+00101+00 102+00 103+00 104+00 105+00 106+00
CO
NT
IN
UE
D O
N
SH
EE
T N
O. 8
606207_R
W(P
RO
F).D
WG
22-N
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606207_R
W(P
RO
F).D
WG
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0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
BASE ELEV = 805.00
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
7
CRITICAL PROFILESSHEET 1 OF 4
STA 103+49.09 MAIN ST B =
STA 14+49.79 PLEASANT ST B
L
L
PLEASANT STREET
(EXISTING)
PLEASANT STREET
(PROPOSED)
WALL
STREET
HIGH
STREET
ELM
STREET
PR
OP
OS
ED
G
RA
DE
LIMIT OF WORK
STA 100+50.00
+86±+09± +14± +39±
+87± +10±
+33±
+59±
+51±
-0.60%
1
1
.
8
0
%
LOW POINT ELEV = 810.00
LOW POINT STA = 105+07.80
PVI STA = 106+75.00
PVI ELEV = 808.95
A.D. = 12.40%
K = 29.85
370' VC
PV
C: 104+
90
ELE
V: 810.06
PV
T: 108+
60
ELE
V: 830.78
HIGH POINT ELEV = 854.61
HIGH POINT STA = 111+10
PVI STA = 110+20.00
PVI ELEV = 849.66
A.D. = -6.30%
K = 28.57
180' VC
PV
C: 109+
30
ELE
V: 839.04
261.3' SSD
Main Street
810.
29
810.
01
105+00
810.
30
811.
43
106+00
813.
39
816.
19
107+00
819.
83
824.
31
108+00
829.
62
835.
50
109+00
841.
33
846.
45
110+00
850.
68
105+00 106+00 107+00 108+00 109+00 110+00
CO
NT
IN
UE
D O
N
SH
EE
T N
O. 9
606207_R
W(P
RO
F).D
WG
22-N
ov-2013
606207_R
W(P
RO
F).D
WG
22-N
ov-2013
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
CO
NT
IN
UE
D O
N
SH
EE
T N
O. 7
BASE ELEV = 805.00
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
8
CRITICAL PROFILESSHEET 2 OF 4
MECHANIC STREET
PR
OP
OS
ED
G
RA
DE
PLEASANT
STREET
(EXISTING)
+51±
+59± +95±
805
810
820
830
840
850
860
870
1
1
.
8
0
%
5
.5
0
%
4
.1
0
%
GR
AD
E B
RE
AK
S
TA
=
113+
23.00
ELE
V =
864.89
PV
T: 108+
60
ELE
V: 830.78
HIGH POINT ELEV = 854.61
HIGH POINT STA = 111+10
PVI STA = 110+20.00
PVI ELEV = 849.66
A.D. = -6.30%
K = 28.57
180' VC
PV
C: 109+
30
ELE
V: 839.04
PV
T: 111+
10
ELE
V: 854.61
261.3' SSD
HIGH POINT ELEV = 862.71
HIGH POINT STA = 112+70
PVI STA = 112+20.00
PVI ELEV = 860.66
A.D. = -1.40%
K = 71.43
100' VC
PV
C: 111+
70
ELE
V: 857.91
PV
T: 112+
70
ELE
V: 862.71
820.8' SSD
Main Street
835.
50
109+00
841.
33
846.
45
110+00
850.
68
854.
05
111+00
856.
81
859.
50
112+00
861.
86
863.
94
113+00109+00 110+00 111+00 112+00 113+00
CO
NT
IN
UE
D O
N
SH
EE
T N
O. 8
606207_R
W(P
RO
F).D
WG
22-N
ov-2013
606207_R
W(P
RO
F).D
WG
22-N
ov-2013
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
BASE ELEV = 805.00
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
9
CRITICAL PROFILESSHEET 3 OF 4
MAPLE
STREET
PR
OP
OS
ED
G
RA
DE
+70±+96±
MUNICIPAL DRIVE
+29±+66±
LIMIT OF WORK
STA 113+23.00
NAVD 88
BASE ELEV
805.00
810
820
830
840
805
810
820
830
840
-2.2
0%
-
7
.
0
0
%
-1.6
0%
GR
AD
E B
RE
AK
S
TA
=
10+
00.00
ELE
V =
828.92
GR
AD
E B
RE
AK
S
TA
=
14+
49.79
ELE
V =
810.98
LOW POINT ELEV = 811.62
LOW POINT STA = 14+10
PVI STA = 13+10.00
PVI ELEV = 813.22
A.D. = 5.40%
K = 37.04
200' VC
PV
C: 12+
10
ELE
V: 820.22
PV
T: 14+
10
ELE
V: 811.62
HIGH POINT ELEV = 827.38
HIGH POINT STA = 10+70
PVI STA = 11+25.00
PVI ELEV = 826.17
A.D. = -4.80%
K = 22.92
110' VC
PV
C: 10+
70
ELE
V: 827.38
PV
T: 11+
80
ELE
V: 822.32
279.8' SSD
828.
92
10+00
827.
82
826.
52
11+00
824.
22
820.
92
12+00
817.
64
815.
01
13+00
813.
07
811.
79
14+0010+00 11+00 12+00 13+00 14+00
NAVD 88
BASE ELEV
805.00
810
820
830
840
805
810
820
830
840
Pleasant Street
606207_R
W(P
RO
F).D
WG
22-N
ov-2013
606207_R
W(P
RO
F).D
WG
22-N
ov-2013
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
BASE ELEV = 805.00
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
10
CRITICAL PROFILESSHEET 4 OF 4
STA 14+49.79 PLEASANT ST B =
STA 103+49.09 MAIN ST B
L
L
MAIN STREET
PR
OP
OS
ED
G
RA
DE
+22±
LIMIT OF WORK
STA 10+00.00
SPENCERMAIN STREET
PRELIMINARY RIGHT OF WAYPARCEL SUMMARY SHEETPARCEL
NO.
PLAN
SHEET
NO.
TITLEHOLDER
TITLE REFERENCE
DEED
BOOK
PAGE
NO.
TAKEN
STATE
EASEMENT
TYPE AREA
AREA (S.F. +/-)
REMAINING
REMARKSTOTAL
TAKEN
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
TE-1 16 GARY A. & SUZANNE M. COOK 7141 256 TEMP. 114GRADING, LOAM & SEED
E-1 16 GARY A. & SUZANNE M. COOK 7141 256 PERM. 16
TE-2 16 WILLIAM D. EKLEBERRY 05148 190 TEMP. 245GRADING, SIDEWALK
TE-3 16 WILLIAM D. EKLEBERRY 05148 190 TEMP. 26GRADING, HOT MIX ASPHALT PAVEMENT
E-2 16 WILLIAM D. EKLEBERRY 05148 190 PERM. 7
TE-4 16 WILLIAM D. EKLEBERRY 17749 176 TEMP. 849GRADING, LOAM & SEED/BRICK
E-3 16 WILLIAM D. EKLEBERRY 17749 176 PERM. 84
PUE-1 16 WILLIAM D. EKLEBERRY 17749 176 PERM 484
TE-5 16 OWEN A. WEAGLE 7335 206 TEMP. 492GRADING, CEMENT CONCRETE WALK, DRIVEWAY
E-4 16 OWEN A. WEAGLE 7335 206 PERM. 6
TE-6 16 F.A.P. PROPERTIES XXI LLC 27331 392 TEMP 460GRADING, CEMENT CONCRETE WALK, DRIVEWAY
TE-7 16 MARK A. ANDERWS 26014 139 TEMP. 211GRADING, CEMENT CONCRETE WALK
TE-8 16 MARK E. EKLEBERRY 22343 202 TEMP. 345GRADING, CEMENT CONRETE WALK, HANDRAIL
E-5 16 MARK E. EKLEBERRY 22343 202 PERM. 87
TE-9 16&18S-BNK SPENCER, LLC
22867 100 TEMP. 2741GRADING, CEMENT CONCRETE WALK
TE-35 16S-BNK SPENCER, LLC
22867 100 TEMP. 336
PUE-2 16&18S-BNK SPENCER, LLC
22867 100 PERM. 362
E-6 16&18S-BNK SPENCER, LLC
22867 100 PERM. 15205
TE-10 18 SHEENA M. TURNER 39875 111 TEMP. 308GRADING, LOAM & SEED
TE-11 18 BRYCE & SHARON GIGGEY 21462 103 TEMP. 265GRADING, LOAM & SEED, HOT MIX ASPHALT WALK
TE-12 16&18 WOODGREEN SPENCER LIMITED PARTNERSHIP 16367 194 TEMP. 731GRADING, HOT MIX ASPHALT DRIVEWAY
TE-22 17 WOODGREEN SPENCER LIMITED PARTNERSHIP 16367 194 TEMP. 2903GRADING, HOT MIX ASPHALT DRIVEWAY, WOOD MULCH
PUE-5 17 WOODGREEN SPENCER LIMITED PARTNERSHIP 16368 195 PERM. 382
E-19 17 WOODGREEN SPENCER LIMITED PARTNERSHIP 16367 194 PERM. 20
TE-13 16&18 TOWN OF SPENCER N/A N/A TEMP. 1667
GRADING, LOAM & SEED, HOT MIX ASPHALT DRIVEWAY, CEMENT
CONCRETE WALK
E-7 16-17 TOWN OF SPENCER N/A N/A PERM. 667
TE-14 16-17 TOWN OF SPENCER N/A N/A TEMP. 275GRADING, LOAM & SEED, HOT MIX ASPHALT WALK
PUE-3 16-17 TOWN OF SPENCER N/A N/A PERM. 59
LCC
NO.
CERT
NO.
TOTAL
PROPERTY
AREA
(S.F.)CITY
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
18
STATE
MA
PROJECT FILE NO.
----
606207
11
SHEET 1 OF 3
SPENCERMAIN STREET
PRELIMINARY RIGHT OF WAYPARCEL SUMMARY SHEET
PARCEL
NO.
PLAN
SHEET
NO.
TITLEHOLDER
TITLE REFERENCE
DEED
BOOK
PAGE
NO.
TAKEN
STATE
EASEMENT
TYPE AREA
AREA (S.F. +/-)
REMAINING
REMARKSTOTAL
TAKEN
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
TE-15 16&17 KELLY A. CHISHOLM 22185 155 TEMP. 797GRADING, LOAM & SEED, CEMENT CONCRETE WALK
E-8 16&17 KELLY A. CHISHOLM 22186 156 PERM. 1
PUE-4 16&17 KELLY A. CHISHOLM 22187 157 PERM. 203
TE-16 16 WILLIAM D. EKLEBERRY 17749 181 TEMP. 556GRADING, CEMENT CONCRETE WALK
E-18 16 WILLIAM D. EKLEBERRY 17749 181 PERM. 7
TE-17 16 WILLIAM D. EKLEBERRY 17749 183 TEMP. 259GRADING, CEMENT CONCRETE SIDEWALK
E-10 16 WILLIAM D. EKLEBERRY 17749 183 PERM. 5
TE-18 16&17 140 MAIN STREET LLC 30850 075 TEMP. 225GRADING, CEMENT CONCRETE WALK
TE-19 16&17 MORTON & ALICE WHITE 6074 354 TEMP. 323GRADING, CEMENT CONCRETE WALK
TE-20 17 MICHAEL WONG 22857 160 TEMP 73GRADING, CEMENT CONCRETE WALK
TE-21 17 DAVID P. & LINKA K. BOUTILETTE 16814 33 TEMP. 211GRADING, CEMENT CONCRETE WALK
E-9 17 DAVID P. & LINKA K. BOUTILETTE 16814 33 PERM. 3
TE-23 17 LE DAO THI 42018 199 TEMP. 112GRADING, CEMENT CONRETE WALK
TE-24 17 GARY J. SCHOLD 24960 064 TEMP. 328GRADING, HOT MIX ASPHALT DRIVEWAY
TE-25 17 WILLIAM D. EKLEBERRY 17749 204 TEMP. 51GRADING, HOT MIX ASPHALT PAVEMENT
TE-26 17 ROSANNE G. INGALLS 21982 187 TEMP. 508
GRADING, STONE RETAINING WALL, LOAM & SEED, HOT MIX
ASPHALT WALK
E-11 17 ROSANNE G. INGALLS 21982 187 PERM. 11
E-12 17 ROSANNE G. INGALLS 21982 187 PERM. 121
TE-27 17W W B PROPERTIES, INC.
31977 110 ` TEMP. 740GRADING, HOT MIX ASPHALT DRIVEWAY, CEMENT CONCRETE WALK
E-13 17W W B PROPERTIES, INC.
31977 110 PERM. 36
TE-28 17 SIMEON & MARIA CHATZOPOULOS 32992 082 TEMP. 723GRADING, HOT MIX ASPHALT DRIVEWAY
E-14 17 SIMEON & MARIA CHATZOPOULOS 32992 082 PERM. 79
TE-29 17V.S.H. REALTY, INC.
5253 118 TEMP. 729GRADING, HOT MIX DRIVEWAY, GRANITE CURB
E-15 17V.S.H. REALTY, INC.
5253 118 PERM. 80
LCC
NO.
CERT
NO.
TOTAL
PROPERTY
AREA
(S.F.)CITY
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
18
STATE
MA
PROJECT FILE NO.
----
606207
12
SHEET 2 OF 3
SPENCERMAIN STREET
PRELIMINARY RIGHT OF WAYPARCEL SUMMARY SHEET
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
18
STATE
MA
PROJECT FILE NO.
----
606207
13
PARCEL
NO.
PLAN
SHEET
NO.
TITLEHOLDER
TITLE REFERENCE
DEED
BOOK
PAGE
NO.
TAKEN
STATE
EASEMENT
TYPE AREA
AREA (S.F. +/-)
REMAINING
REMARKSTOTAL
TAKEN
606207_R
W(P
SU
M).D
WG
22-N
ov-2013
TE-30 17 WILLIAM D. EKLEBERRY 17749 189 TEMP. 670GRADING, LOAM & SEED, CEMENT CONCRETE SIDEWALK
E-16 17 WILLIAM D. EKLEBERRY 17749 189 PERM. 57
TE-31 18 SPENCER SAVINGS BANK 10001 318 TEMP. 1336
GRADING, HOT MIX ASPHALT DRIVEWAY, CEMENT CONCRETE
WALK, WOOD MULCH
TE-32 17&18 TOWN OF SPENCER 2411 251 TEMP. 1639GRADING, CEMENT CONCRETE WALK
E-17 17 TOWN OF SPENCER 2411 251 PERM. 322
PUE-6 17 TOWN OF SPENCER 2411 251 PERM. 70
TE-33 17&18 POLLY GAUTHIER 8136 048 TEMP. 550
GRADING, HOT MIX ASPHALT DRIVEWAY, CEMENT CONCRETE
SIDEWALK, LOAM & SEED
TE-34 18 METHODIST EPISCOPAL CHURCH N/A N/A TEMP. 109GRADING, HOT MIX ASPHALT DRIVEWAY
LCC
NO.
CERT
NO.
TOTAL
PROPERTY
AREA
(S.F.)CITY
SHEET 3 OF 3
606207_R
W(LO
C).D
WG
22-N
ov-2013
606207_R
W(LO
C).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
14
LOCATION PLANSSHEET 1 OF 2
606207_R
W(LO
C).D
WG
22-N
ov-2013
606207_R
W(LO
C).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
PRELIMINARY RIGHT OF WAY
606207
15
LOCATION PLANSSHEET 2 OF 2
SCALE IN FEET
020
20 40
CONTINUED ONSHEET NO. 18
CO
NTI
NU
ED O
NSH
EET
NO
. 17
606207_R
W(P
RO
P).D
WG
22-N
ov-2013
606207_R
W(P
RO
P).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
606207
16
PRELIMINARY RIGHT OF WAYPROPERTY PLANS
SHEET 1 OF 3
CO
NTI
NU
ED O
NSH
EET
NO
. 16
606207_R
W(P
RO
P).D
WG
22-N
ov-2013
606207_R
W(P
RO
P).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
606207
17
PRELIMINARY RIGHT OF WAYPROPERTY PLANS
SHEET 2 OF 3
CO
NTI
NU
ED O
NSH
EET
NO
. 18
CO
NTIN
UED
ON
SHEET N
O. 17
606207_R
W(P
RO
P).D
WG
22-N
ov-2013
606207_R
W(P
RO
P).D
WG
22-N
ov-2013
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
SPENCERMAIN STREET
18
STATE
MA
PROJECT FILE NO.
----
606207
18
PRELIMINARY RIGHT OF WAYPROPERTY PLANS
SHEET 3 OF 3
CO
NTI
NU
ED O
NSH
EET
NO
. 16
20
SCALE: 1" = 20'
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