T1000.24_Northampton_HighwayPlans_NOIEAS
T
H
A
M
P
T
O
N
R
O
A
D
(ROU
T
E
1
0)
EARLE
STREET
CHA
P
EL
ST
R
E
ET
(ROUT
E 66)
MANHA
N
R
A
I
L
TRAIL
SOUTH PARK TERRACE
PYN
C
H
O
N
MEA
D
O
W
ROA
D
SOUTH STREET
(ROUTE 10)
MILL RIVE
R
BR #N-19-053 (0V1)
PROJECT END
STA 77+99
N2938733.3831
E346018.6076
PROJECT BEGIN
STA 70+02.75
N2938481.4098
E345272.5454
LENGTH OF PROJECT = 796.25 FEET = 0.151 MILES
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
PROJECT
LOCATION
IN THE CITY OF
HAMPSHIRE COUNTY
EASTHAMPTON ROAD / SOUTH STREET (ROUTE 10)
NORTHAMPTON
HIGHWAY DIVISION
DESIGN DESIGNATION
(EASTHAMPTON ROAD / SOUTH STREET (ROUTE 10))
DESIGN SPEED 40 MPH
FUNCTIONAL CLASSIFICATION URBAN PRINCIPAL ARTERIAL
300
SCALE: 1" = 300'
0 600 900 1200
NOI SUBMITTAL
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
TITLE SHEET & INDEX
T1000.24_NORTHAMPTON_TITLE SHEET_NOI STAMPED.DWG14-Feb-2024 11:38 AMPlotted on612638
1 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.NAD 83N
THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS,
THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT
TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, 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.
INDEX
SHEET NO.DESCRIPTION
1 TITLE SHEET & INDEX
2 LEGEND & ABBREVIATIONS
3-4 CONSTRUCTION PLANS
5-6 TRAFFIC SIGN & PAVEMENT MARKING PLANS
7-8 TRAFFIC SIGNAL PLANS
9-10 CONSTRUCTION DETAILS
11 TEMPORARY TRAFFIC CONTROL PLAN
12-16 CROSS SECTIONS
TEC, Inc.
169 Ocean Blvd, Unit 3
PO Box 249
Hampton, NH 03842
603-601-8154
282 Merrimack Street
2nd Floor
Lawrence, MA 01843
978-794-1792
311 Main Street
2nd Floor
Worcester, MA 01608
508-868-5104
www.TheEngineeringCorp.com DATE
APPROVED
CHIEF ENGINEER
DATE DESCRIPTION REV #
25% / 75% SUBMITTAL -7/13/2023
100% SUBMITTAL 19/11/2023
NOI SUBMITTAL 22/14/2024
PERMITTING SET - NOT FOR CONSTRUCTION
GENERAL SYMBOLS
EXISTING PROPOSED DESCRIPTION
JERSEY BARRIER
CATCH BASIN
CATCH BASIN CURB INLET
FLAG POLE
GAS PUMP
MAIL BOX
POST SQUARE
POST CIRCULAR
WELL
ELECTRIC HANDHOLE
FENCE GATE POST
GAS GATE
BORING HOLE
MONITORING WELL
TEST PIT
HYDRANT
LIGHT POLE
COUNTY BOUND
GPS POINT
CABLE MANHOLE
DRAINAGE MANHOLE
ELECTRIC MANHOLE
GAS MANHOLE
MISC MANHOLE
SEWER MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
MASSACHUSETTS HIGHWAY BOUND
MONUMENT
STONE BOUND
TOWN OR CITY BOUND
TRAVERSE OR TRIANGULATION STATION
TROLLEY POLE OR GUY POLE
TRANSMISSION POLE
UTILITY POLE W/ FIREBOX
UTILITY POLE WITH DOUBLE LIGHT
UTILITY POLE W / 1 LIGHT
UTILITY POLE
BUSH
TREE
STUMP
SWAMP / MARSH
WATER GATE
PARKING METER
OVERHEAD CABLE/WIRE
CURBING
CONTOURS (ON-THE-GROUND SURVEY DATA)
CONTOURS (PHOTOGRAMMETRIC DATA)
UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)
BALANCED STONE WALL
GUARD RAIL - STEEL POSTS
GUARD RAIL - WOOD POSTS
GUARD RAIL - DOUBLE FACE - STEEL POSTS
GUARD RAIL - DOUBLE FACE - WOOD POSTS
CHAIN LINK OR METAL FENCE
WOOD FENCE
SEDIMENT CONTROL BARRIER
TREE LINE
SAWCUT LINE
TOP OR BOTTOM OF SLOPE
LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY
BANK OF RIVER OR STREAM
BORDER OF WETLAND
100 FT WETLAND BUFFER
200 FT RIVERFRONT BUFFER
STATE HIGHWAY LAYOUT
TOWN OR CITY LAYOUT
COUNTY LAYOUT
RAILROAD SIDELINE
TOWN OR CITY BOUNDARY LINE
PROPERTY LINE OR APPROXIMATE PROPERTY LINE
EASEMENT
JB
CB
FP
GP
MB
WELL
EHH
GG
BHL #
MW #
TP #
MHB
TPL or GUY
UFB
UPDL
ULT
UPL
WG
PM
G G
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.
LEGEND & ABBREVIATIONS
T1000.24_NORTHAMPTON_LEGEND SHEET.DWG30-Nov-2023 5:00 PMPlotted on612638
2 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
ABBREVIATIONS
GENERAL
AADT ANNUAL AVERAGE DAILY TRAFFIC
ABAN ABANDON
ADJ ADJUST
APPROX.APPROXIMATE
A.C.ASPHALT CONCRETE
AP ANGLE POINT
BIT.BITUMINOUS
BC BOTTOM OF CURB
BD.BOUND
BL BASELINE
BLDG BUILDING
BM BENCHMARK
BO BY OTHERS
BOS BOTTOM OF SLOPE
BR.BRIDGE
CB CATCH BASIN
CBCI CATCH BASIN WITH CURB INLET
CC CEMENT CONCRETE
CCM CEMENT CONCRETE MASONRY
CEM CEMENT
CI CURB INLET
CIP CAST IRON PIPE
CLF CHAIN LINK FENCE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CSP CORRUGATED STEEL PIPE
CO.COUNTY
CONC CONCRETE
CONT CONTINUOUS
CONST CONSTRUCTION
DBYL DOUBLE YELLOW LINE
DHV DESIGN HOURLY VOLUME
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DW STEADY DON'T WALK - PORTLAND ORANGE
DWY DRIVEWAY
ELEV (or EL.)ELEVATION
EMB EMBANKMENT
EOP EDGE OF PAVEMENT
EXIST (or EX)EXISTING
EXC EXCAVATION
F&C FRAME AND COVER
F&G FRAME AND GRATE
FDN.FOUNDATION
FLDSTN FIELDSTONE
GAR GARAGE
GC GRANITE CURB
GCC GRANITE CURB CORNER
GD GROUND
GG GAS GATE
GI GUTTER INLET
GIP GALVANIZED IRON PIPE
GRAN GRANITE
GRAV GRAVEL
GRD GUARD
HDWL HEADWALL
HMA HOT MIX ASPHALT
HOR HORIZONTAL
HP HIGH POINT
HYD HYDRANT
INV INVERT
JCT JUNCTION
L LENGTH OF CURVE
LOG LIMIT OF GRADING
LP LIGHT POLE / LOW POINT
L&S LOAM AND SEED
LSA LANDSCAPE AREA
LT LEFT
MAX MAXIMUM
MB MAILBOX
MH MANHOLE
MHB MASSACHUSETTS HIGHWAY BOUND
MIN MINIMUM
NIC NOT IN CONTRACT
NO.NUMBER
PB PULL BOX
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR PEDESTRIAN CURB RAMP
P.G.L.PROFILE GRADE LINE
PI POINT OF INTERSECTION
POC POINT ON CURVE
POT POINT ON TANGENT
PRC POINT OF REVERSE CURVATURE
PROJ PROJECT
PROP PROPOSED
ABBREVIATIONS (cont.)
GENERAL
PSB PLANTABLE SOIL BORROW
PT POINT OF TANGENCY
PUE PUBLIC UTILITY EASEMENT
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
PVMT PAVEMENT
PWW PAVED WATERWAY
R RADIUS OF CURVATURE
R&D REMOVE AND DISPOSE
RCP REINFORCED CONCRETE PIPE
RD ROAD
RDWY ROADWAY
REM REMOVE
RET RETAIN
RET WALL RETAINING WALL
ROW RIGHT OF WAY
RR RAILROAD
RRFB RECTANGULAR RAPID FLASHING BEACON
R&R REMOVE AND RESET
R&S REMOVE AND STACK
RT RIGHT
SB STONE BOUND
SGE SLOPED GRANITE EDGING
SHLD SHOULDER
SHLO STATE HIGHWAY LAYOUT LINE
SMH SEWER MANHOLE
ST STREET
STA STATION
SSD STOPPING SIGHT DISTANCE
SUP SHARED USE PATH
SW SIDEWALK
T TANGENT DISTANCE OF CURVE/TRUCK %
TAN TANGENT
TEMP TEMPORARY
TC TOP OF CURB
TMH TELEPHONE MANHOLE
TOS TOP OF SLOPE
TYP TYPICAL
UPL UTILITY POLE
VAR VARIES
VERT VERTICAL
VC VERTICAL CURVE
VGC VERTICAL GRANITE CURB
WG WATER GATE
WIP WROUGHT IRON PIPE
WM WATER METER/WATER MAIN
X-SECT CROSS SECTION
PAVEMENT MARKINGS SYMBOLS
EXISTING PROPOSED DESCRIPTION
PAVEMENT ARROW - WHITE
LEGEND "ONLY" - WHITE
BIKE LANE LEGEND - WHITE
STOP LINE
CROSSWALK
SOLID WHITE LINE
SOLID YELLOW LINE
BROKEN WHITE LINE
BROKEN YELLOW LINE
DOTTED WHITE LINE
DOTTED YELLOW LINE
DOTTED WHITE LINE EXTENSION
DOTTED YELLOW LINE EXTENSION
DOUBLE WHITE LINE
DOUBLE YELLOW LINEDBYL
DBWL
BWL
SWL
CW
ONLY
SL
DYLEx
DWLEx
DYL
BYL
DWL
SYL
TRAFFIC SYMBOLS
EXISTING PROPOSED DESCRIPTION
CONTROLLER CABINET, FOUNDATION
CONTROLLER CABINET, FOUNDATION, CONC. PAD
MAST ARM FOUNDATION (SCALE OF BLOCK = DIAMETER IN INCHES)
MAST ARM (LENGTH NOTED)
EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT
VEHICULAR SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
MAST ARM OR TS POLE MOUNTED SIGN
EMERGENCY PRE-EMPTION RECEIVER
EMERGENCY PRE-EMPTION CONFIRMATION STROBE
PEDESTRIAN PUSH BUTTON
YAGI ANTENNA
BICYCLE WIRE LOOP DETECTOR (SIZE AS NOTED)
WIRE LOOP DETECTOR (SIZE AND TYPE NOTED)
TRAFFIC SIGN (1 POST)
TRAFFIC SIGN (2 POST)
PULL BOX 12"x12" (OR AS NOTED)
ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)
TRAFFIC SIGNAL CONDUIT
LIMIT OF HMA MILL & OVERLAY
PROP HMA MILL & OVERLAY
PROP EOP (TYP)
N
RET GUARDRAIL
EASTHAMPTON RO
A
D
(
R
O
U
T
E
1
0
)
A.K.A. SOUTH STRE
E
T
(STATE HIGHWAY L
A
Y
O
U
T
)
PROJECT BEGIN
STA 70+02.75
N2938481.4098
E345272.5454
CONSTRUCTION NOTES:
1.EXISTING CONDITIONS INFORMATION FROM STA 71+78± TO END COMPILED FROM SURVEY BY
SHERMAN AND FYDRYK BETWEEN FEBURARY AND MARCH, 2023.
EXISTING CONDITIONS INFORMATION FROM BEGINNING TO STA 71+78± COMPILED FROM
AERIAL IMAGERY AND IS APPROXIMATE.
2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED ON THIS
PROJECT. THE CONTRACTOR SHALL CONTACT DIGSAFE (1-888-DIGSAFE) A MINIMUM OF 72
HOURS PRIOR TO ANY CONSTRUCTION TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3.ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH PROPOSED MARKINGS SHALL BE
REMOVED BY APPROVED METHODS.
4.THE TERM "MEET EXIST" MEANS TO MEET BOTH THE EXISTING ALIGNMENT AND ELEVATION.
5.ALL EXISTING GRANITE CURB THAT MEETS THE SPECIFICATIONS SHALL BE RE-USED WITHIN
THE PROPOSED WORK, EXCEPT CURVED STONES OF A DIFFERENT RADIUS THAN THAT
PROPOSED.
6.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE
INDICATED ON THE DRAWINGS.
7.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" (EXCLUDING THE WIDTH
OF CURB) SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, LIGHT POLES,
SIGNS, MAILBOXES, ALONG DRIVEWAY OPENINGS, ETC.)
8.THE MINIMUM MOUNTING HEIGHT OF POST MOUNTED SIGNS, MEASURED VERTICALLY FROM
THE BOTTOM OF THE SIGN TO THE TOP OF THE CURB OR SIDEWALK SHALL BE 7 FEET.
9.IN INSTANCES WHERE AN EXISTING MANHOLE, HANDHOLE, OR OTHER "SURFACE" TYPE
STRUCTURE THAT CANNOT BE REMOVED OR RESET IS WITHIN THE PROPOSED OR EXISTING
(IF RECIPROCAL OR WITHIN PROJECT LIMITS) ACCESSIBLE SURFACE, THE STRUCTURE SHALL
BE CAREFULLY ADJUSTED SUCH THAT THE TOPMOST SURFACES OR THE STRUCTURE COVER
SHALL BE FLUSH WITH THE CURB RAMP SURFACE.
10.ALL GRAVEL BORROW MEETING SPECIFICATION AND APPROVED BY MASSDOT RESIDENT
ENGINEER SHALL BE RETAINED IN PLACE, COMPACTED AND LEVELED AS REQUIRED.
11.ALL TREES WITHIN PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE NOTED.
12.PROPOSED SIDEWALK TRANSITIONS TO DRIVEWAYS SHALL MEET ALL ADA REQUIREMENTS
AND SHALL NOT HAVE A SLOPE GREATER THAN 7.5%.
PAVEMENT NOTES:
PROPOSED HMA MILL & OVERLAY
SURFACE: 13 4" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER
13 4" PAVEMENT FINE MILLING
PROPOSED CEMENT CONCRETE PEDESTRIAN CURB RAMPS / SIDEWALKS / BUS LANDING PADS
SURFACE: 4" CEMENT CONCRETE (AIR ENTRAINED, 4000 PSI, 3 4", 610)
BASE:8" GRAVEL BORROW, TYPE b
PROPOSED CEMENT CONCRETE DRIVEWAY APRONS
SURFACE:6" CEMENT CONCRETE (AIR ENTRAINED, 4000 PSI, 3 4", 610)
BASE:8" GRAVEL BORROW, TYPE b (NOTE 5)
PROPOSED HMA DRIVEWAY - RESIDENTIAL
SURFACE: 112" SUPERPAVE SURFACE COURSE - 9.5(SSC-9.5) OVER
212" SUPERPAVE SURFACE COURSE - 12.5(SSC-12.5) OVER
BASE:8" SUITABLE EXISTING GRAVEL;
ADD GRAVEL BORROW, TYPE b AS REQUIRED
PROPOSED PERMANENT PAVEMENT PATCH
SURFACE: SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0)
COMPACTED IN 2 1
4" (MIN) AND 3" (MAX) LIFTS.
MIN DEPTH SHALL BE 7.5" OR MATCH EXISTING DEPTH, WHICHEVER IS DEEPER.
BASE:8" GRAVEL BORROW, TYPE b OVER
SUBBASE:EXISTING MATERIAL SUITABLE FOR RE-USE SUPPLEMENTED WITH GRAVEL BORROW
AS NECESSARY TO MATCH GRADE
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CON PLANS (NOI).DWG14-Feb-2024 1:49 PMPlotted on20
SCALE: 1" = 20'
0 50 100
GUARDRAIL DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS
NONENONENONENONE
CONTINUED ONSHEET 4FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CON PLANS (NOI).DWG14-Feb-2024 1:49 PMPlotted onCONSTRUCTION PLAN - 1 OF 2
612638
3 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
EARLESTREETEASTHA
M
P
T
O
N
R
O
A
D
(
R
O
U
T
E
1
0
)
A.K.A. S
O
U
T
H
S
T
R
E
E
T
(STATE
H
I
G
H
W
A
Y
L
A
Y
O
U
T
)
N
LIMIT OF MILL RIVER100-FOOT BUFFER ZONE200-FOOT RIVERFRONT AREALIMIT OF MILL RIVER100-FOOT BUFFER ZONE200-FOOT RIVERFRONT AREALIMIT OF MILL RIVERN
PROP CEM CONC
PEDESTRIAN CURB RAMP
W/ DETECTABLE
WARNING PANEL (TYP)
PROP 5.5'
CEM CONC SW
PROP VGC;
TYPE VA4 (T
Y
P
)
PROP TL-3
GUARDRAIL
(8:1 TAPER)
MEET EXIST
SW & VGC
MEET EXIST SW & VGC
PROP 6' (MIN)
CEM CONC SW
RET
UPL
RET UPL
PROP LIMIT OF
GRADING (TYP)
MEET EXIST
GUARDRAIL
MEET EXIST
SW & VGC
4
3 5
6
PROP 1
5'
X
8
'
CONCR
E
T
E
B
U
S
LANDIN
G
P
A
D
PROP CEM CONC SW
THROUGH DWY
PROP S
A
W
C
U
T
(TYP)
ADJ CB;
R&R CUR
B
INLET
ADJ DMH
REM
EXIST
GUARDRAIL
RET EXIST
GUARDRAIL
PROP SEDIMENT
CONTROL BARRIER (TYP)
RET
EHH
PROP HMA DWY
MEET EXIST HMA
DWY (SAWCUT)
2
1
1
PROJECT END
STA 77+99
N2938733.3831
E346018.6076
PROP 5.5' CEM
CONC SW
LIMIT OF HMA MILL & OVERLAY
LIMIT OF HMA
MILL & OVERLAY
PROP H
M
A
M
I
L
L
&
O
V
E
R
L
A
Y
PROP E
O
P
(
T
Y
P
)LIMIT OF MILL RIVERLIMIT OF MILL RIVERLIMIT OF MILL RIVERPROJECT END
STA 77+99
N2938733.3831
E346018.6076
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CON PLANS (NOI).DWG14-Feb-2024 1:49 PMPlotted onCONSTRUCTION PLAN - 2 OF 2
612638
4 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
20
SCALE: 1" = 20'
0 50 100
GUARDRAIL DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS
SEE BELOWNONENONESTA 75+22 RT TO STA 75+74 RT TANGENT END TREATMENT, TL-3
STA 75+74 RT TO STA 77+77 RT GUARDRAIL, TL-3
(SINGLE FACED) W/ STEEL BACKING (DEEP POST, 6'-3" POST SPACING)CONTINUED ONSHEET 3
N
EASTHAMPTON RO
A
D
(
R
O
U
T
E
1
0
)
A.K.A. SOUTH STRE
E
T
(STATE HIGHWAY L
A
Y
O
U
T
)
PROJECT BEGIN
STA 70+02.75
N2938481.4098
E345272.5454
6" SWL
6" DBYL
6" SWL
6" DBYL
12" SYL @ 45°, 10' O.
C
.
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_TSPM.DWG30-Nov-2023 5:00 PMPlotted onTRAFFIC SIGN & PAVEMENT MARKING PLANS - 1 OF 2
612638
5 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
20
SCALE: 1" = 20'
0 50 100 CONTINUED ONSHEET 6
EARLESTREETEASTHA
M
P
T
O
N
R
O
A
D
(
R
O
U
T
E
1
0
)
A.K.A. S
O
U
T
H
S
T
R
E
E
T
(STATE
H
I
G
H
W
A
Y
L
A
Y
O
U
T
)10' CW6" SWL
10' CW
N
R&R
R&R
R&R
R&D
R&R
R&R
RET
RET
RET
12" SLMEET EXIST
PAVEMENT MAR
K
I
N
G
S
RET
RET 10' CW12" SLR&R
PROJECT END
STA 77+99
N2938733.3831
E346018.6076
RET
R2-1 (35)
RET
RET ONLYONLY100' - 6"
S
W
L
6" SWL
6" SWL
6" DWL
E
x
(
2'
L
I
N
E
W
/
6'
G
A
P
)
12" SYL
@
4
5
°
,
1
0
'
O
.
C
.
6" DBYL
6" DBYL
6" SWL
6" SWL
6" SWL
6" DBYL
TRAFFIC SIGN SUMMARY
IDENTIFICATION
NUMBER
SIZE OF SIGN (in)TEXT DIMENSIONS (in)
NUMBER
OF SIGNS
REQUIRED
COLOR SIZE AND
NUMBER
OF POSTS
REQUIRED
UNIT AREA
(SF)
TOTAL
AREA (SF)
WIDTH HEIGHT LEGEND LETTER
HEIGHT
VERTICAL
SPACING
ARROW
RTE. MKR
BACK-
GROUND LEGEND BORDER
R2-1 (35)24 30 SEE 2009 MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES 1 WHITE BLACK BLACK P5
1 5.00 5.00
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_TSPM.DWG30-Nov-2023 5:01 PMPlotted onTRAFFIC SIGN & PAVEMENT MARKING PLANS - 2 OF 2
612638
6 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
20
SCALE: 1" = 20'
0 50 100CONTINUED ONSHEET 5
NNAD 83ONLYONLYONLYONLYSOUTH STREET(ROUTE 10)(STATE H
IGHWAY
LAYOUT)
EAR
L
E
S
T
R
E
E
T
(PU
B
L
I
C
-
V
A
R
I
A
B
L
E
W
I
D
T
H
)PROP 8' TS POST & FDNW/ PROP PED SIGNAL HOUSINGW/ PROP PED PBN & R10-3eW/ PROP PED PBN EXTENSIONSTA 77+13.3 LT 42.6'21345612PROP 8' TS POST & FDNW/ PROP PED SIGNAL HOUSINGW/ PROP PED PBN & R10-3eSTA 77+23.6 RT 24.0'PROP 8' TS POST & FDNW/ PROP PED SIGNAL HOUSINGW/ PROP PED PBN & R10-3eSTA 76+24.8 LT 42.9'PROP 10' TS POST & FDNW/ R&R SIGNAL HOUSING "H"W/ PROP PED SIGNAL HOUSINGW/ PROP PED PBN & R10-3eSTA 75+83.3 LT 28.0'PROP VIDEO DETECTION ZONE (TYP)R&S EXIST PBPROP EHHABCDEFGHR1R3R2P1P2P3P4P5P6JPROP PB (TYP)PROP 3" SCH 80 PVCCONDUIT (TYP)V2V1V356PROP PB ON EXISTCONDUIT RUNRET EXIST TS POLE & MAST ARMRET EXIST SIGNAL HOUSINGS "C", "D", & "G"RET EXIST VIDEO DETECTION CAMERARET EXIST PREEMPT DETECTORSRET EXIST PREEMPT STROBER&R SIGNAL HOUSING "H" TO STA 75+83.3 LT 28.0'HPROP 8' TS POST & FDNW/ PROP PED SIGNAL HOUSINGW/ PROP PED PBN & R10-3eW/ PROP PED PBN EXTENSIONSTA 77+31.9 LT 30.0'PROP 8' TS POST & FDNW/ PROP PED SIGNAL HOUSINGW/ PROP PED PBN & R10-3eSTA 75+86.3 RT 32.2'RET EXIST TS POLE & MAST ARMRET EXIST SIGNAL HOUSINGS "A", "B", "E", "F", & "J"RET EXIST VIDEO DETECTION CAMERA (x2)RET EXIST PREEMPT DETECTORRET EXIST PREEMPT STROBENOTES:1.PEDESTRIAN PUSH BUTTONS SHALL BE PERPENDICULAR TO THE CROSSWALK PATH OFTRAVEL, WITH THE ARROW PROVIDED ON THE PUSH BUTTON PARALLEL TO THECROSSWALK PATH OF TRAVEL. ARROWS ON PUSH BUTTONS NOT LOCATED BEHIND RAMPSHALL FACE OPPOSING RAMP OPENING.2.VIDEO DETECTION ZONES SHALL BE ADJUSTED IN THE FIELD IN PRESENCE OF ENGINEER.3.TRAFFIC SIGNAL CONDUIT WITH LESS THAN 30 INCHES OF COVER SHALL BE ENCASED INCONCRETE.4.DIMENSIONS OF THE EXISTING DETECTION ZONES ARE APPROXIMATE.20SCALE: 1" = 20'050100FED. AID PROJ. NO.SHEETNO.TOTALSHEETSSTATEMAPROJECT FILE NO.T1000.24_HD5(TRAFFIC SIGNAL PLANS).DWG 30-Nov-2023 5:01 PMPlotted onTRAFFIC SIGNAL PLANS - 1 OF 2612638716EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)NORTHAMPTONN.F.A.SOUTH STREET AT EARLE STREET
SEQUENCE AND TIMING CHART FOR FULLY-ACTUATED TRAFFIC SIGNAL CONTROL PRE-EMPTION PHASING AND PRIORITY
SOUTH STREET AT EARLE STREET
(NORTHAMPTON, MASSACHUSETTS)
Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 Ø9 (PED)PREEMPT ØA - R1 PREEMPT ØB - R2 PREEMPT ØC - R3
NOT USED NOT USED NOT USED NOT USED
APPROACH DIRECTION HOUSING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 FLASHING
OPERATION 28 29 30 31 32 33 34 35 36
SOUTH STREET EB-L A G Y R R R R R R R FY Y R R R R FR G Y R R R R R R R
SOUTH STREET EB-T B,H.J R R R R R R R R R G Y R R R R FY G Y R R R R R R R
SOUTH STREET WB-T C R R R G Y R R R R R R R R R R FY R R R G Y R R R R
SOUTH STREET WB-R D R R R G Y R R R R R R R R FY R R R R R R R
EARLE STREET SB-L E R R R R R R G Y R R R R R R R FR R R R R R R G Y R
EARLE STREET SB-R F,G R R R R G Y R R R R R R R FR R R R R R R R
PEDESTRIANS ALL P1-P6 DW DW DW DW DW DW DW DW DW DW DW DW W FDW DW OUT DW DW DW DW DW DW DW DW DW
MINIMUM INTERVAL 6 10 10 10
EMERGENCY ONLY*** VEHICLE EXTENSION 2 2 2 2
MAXIMUM 1 15 20 20 35
MAXIMUM 2 15 20 20 35
YELLOW CLEARANCE 3.5 4.0 4.0 4.0 4.0 4.0 4.0
RED CLEARANCE 2.0 2.0 1.5 2.0 1.5 1.5 1.0
WALK 7.0
PEDESTRIAN CLEARANCE 20.0 4.0
RECALL OFF SOFT OFF SOFT OFF Ø1 & Ø6 Ø2 Ø4
DETECTOR NON-LOCK NON-LOCK NON-LOCK NON-LOCK LOCK NEXT Ø2 & Ø6 NEXT Ø2 & Ø6 NEXT Ø2 & Ø6
N
VIDEO DETECTOR NOTES:
1.DELAY AND EXTENSION TIMINGS SHALL BE PROGRAMMED IN THE CONTROLLER ONLY.
VIDEO DETECTION DATA
CAMERA #DETECTOR #SIZE Ø CALLED Ø EXTEND DELAY EXT OPERATION
V1 1 ±8'x50'Ø6 Ø6 0 SEC 0 SEC PRESENCE
V1 2 ±8'x50'Ø1 & Ø6 Ø1 & Ø6 0 SEC 0 SEC PRESENCE CONSTRUCTION NOTES:
1.THE CONSTRUCTION SHALL CONFORM WITH MASSACHUSETTS DEPARTMENT OF TRANSPORTATION,
HIGHWAY DIVISION 2023 STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED.
2.PEDESTRIAN PUSH BUTTONS SHALL BE PERPENDICULAR TO THE CROSSWALK PATH OF TRAVEL, WITH
THE ARROW PROVIDED ON THE PUSH BUTTON PARALLEL TO THE CROSSWALK PATH OF TRAVEL.
3.ALL PROPOSED CONCRETE PULL BOX FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION SIGNAL & LIGHTING STANDARDS.
LIST OF MAJOR ITEMS REQUIRED
ITEM #QUANTITY DESCRIPTION
804.3 ±210 FT 3" SCH. 80 PVC CONDUIT
811.22 1 ELECTRIC HANDHOLE (SD2.022)
811.31 3 12"x12" PULL BOX (SD2.031)
816.01
5 8' TS POST, W/ FDN BASE
1 10' TS POST, W/ FDN BASE
6 PEDESTRIAN SIGNAL HEAD, 16" LED MODULE COUNTDOWN INDICATOR & VISORS
6 PEDESTRIAN PUSH BUTTON (VIBRATORY & AUDIBLE) W/ R10-3e AND SIGN SADDLE
1 CONTROLLER PROGRAMMING & FINE TUNING
1 INTERSECTION CABLING FOR NEW SIGNAL HEADS
1 R&R SIGNAL HOUSING
PLUS NECESSARY CONDUIT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND EQUIPMENT TO COMPLETE THE INSTALLATION AND PROVIDE AN
OPERATING TRAFFIC CONTROL SIGNAL.
Ø9*Ø4
* PEDESTRIAN PHASE UPON PUSH BUTTON ACTIVATION ONLY.
Ø1&Ø6
SEQUENCE & TIMING NOTES:
1.AUTOMATIC FLASHING OPERATION PER M.U.T.C.D. SECTION 4D.28 THRU 4D.31.
2.PEDESTRIAN PHASE UPON PUSH BUTTON ACTIVATION ONLY.
3.MAXIMUM 1 = M-F 7:00 AM - 10:00 AM AND 3:00 PM TO 6:00 PM.
4.MAXIMUM 2 = M-F FREE OPERATION
5.THE RIGHT OF WAY MAY BE ASSIGNED TO ANY PHASE OR ANY COMBINATION OF NON-CONFLICTING
PHASES.
6.IF CALLS EXIST ON ALL PHASES, THE ASSIGNMENT OF RIGHT OF WAY SHALL BE IN ACCORDANCE
WITH THE PREFERENTIAL PHASE SEQUENCE.
7.IF THE ASSIGNED RIGHT OF WAY FOR ANY TRAFFIC MOVEMENT IS TO REMAIN IN EFFECT DURING THE
NEXT CALLED PHASE, THE SIGNAL INDICATIONS FOR THAT TRAFFIC MOVEMENT WILL NOT CHANGE
DURING THE CLEARANCE INTERVAL.
8.IF THE ASSIGNED RIGHT-OF-WAY FOR ANY TRAFFIC MOVEMENT IS TO CHANGE DURING THE NEXT
CALLED PHASE, THE SIGNAL INDICATION FOR THAT MOVEMENT WILL DISPLAY THE APPROPRIATE
CLEARANCE INTERVALS.
EMERGENCY VEHICLE PRE-EMPTION NOTES:
1.IN THE EVENT OF MULTIPLE SIMULTANEOUS DETECTIONS, PRE-EMPTION SIGNALS SHALL BE
SERVICED ON A PRIORITY BASIS WITH DETECTORS D1, D2 AND D3 A ASSIGNED DESCENDING
PRIORITIES AS FOLLOWS (D1 HIGHEST AND D4 LOWEST).
2.IN RESPONSE TO A PRE-EMPTION SIGNAL RECEIVED AT AN INTERSECTION BY PUSH BUTTON
AND/OR OPTICAL DETECTOR R1 (OR R2, R3), THE CONTROLLER SHALL HOLD OR ADVANCE TO AND
HOLD AN EMERGENCY VEHICLE PRE-EMPTION PHASE ØA (OR ØB, AND ØC) GREEN FOR A MINIMUM
OF TEN (10) SECONDS OR A MAXIMUM OF SIXTY (60) SECONDS. THE CONTROLLER SHALL THEN TIME
PRE-EMPTION PHASE CLEARANCE (AS NOTED IN CHART).
3.UNLESS OTHERWISE STATED, ONCE A PRE-EMPTION CALL HAS BEEN RECEIVED BY THE TRAFFIC
SIGNAL CONTROLLER AND THE PRE-EMPTION PHASE IS BEING SERVICED, IT SHALL REMAIN THAT
PHASE AS LONG AS THE CALL IS PRESENT.
4.MINIMUM GREEN AND NORMAL VEHICLE CLEARANCE SHALL BE PROVIDED ON PHASES THAT ARE TO
BE TERMINATED BY PRE-EMPTION DEMAND.
5.PRE-EMPTION STROBE SHALL BE ILLUMINATED WHENEVER ANY EMERGENCY VEHICLE
PRE-EMPTION GREEN IS ON.
OLA
OLB
EXISTING
B,C,J E D,F,G A
40
EXISTING
FY
Y
R
G
PROPOSED
H P1-P6
REMOVE AND RESET
ALL 16" LED W/
COUNTDOWN
INDICATION &
VISORS
OLA
Ø2&Ø6
G
Y
R
G
Y
R
G
Y
G
Y
R
V2 3 EXIST Ø4 Ø4 0 SEC 0 SEC PRESENCE
V2 4 EXIST Ø4 Ø4 0 SEC 0 SEC PRESENCE
GR YR
GR YR
GG YY
FYA
V3 5 ±8'x50'Ø2 Ø2 0 SEC 0 SEC PRESENCE
V3 6 ±8'x50'Ø2 Ø2 0 SEC 0 SEC PRESENCE
G
Y
R
OLBFYA
GG YY
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24_HD5(TRAFFIC SIGNAL PLANS).DWG30-Nov-2023 5:01 PMPlotted onTRAFFIC SIGNAL PLANS - 2 OF 2
612638
8 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
SOUTH STREET AT EARLE STREET
VARIES1'-0" MAX
CURBLINE
CURBLINE
DOUBLE YELLOW
CENTER LINE12"
4'STOP LINE (WHITE)(WHERE SHOWN)N.T.S.
CROSSWALK PAVEMENT MARKING
(SEE PLANS)
NOTES:
1.ALL 12" LINES SHALL BE APPLIED IN ONE APPLICATION, NO
COMBINATION OF LINES (TWO - 6" LINES) WILL BE ACCEPTED.
2.LAYOUT OF CROSSWALKS SHALL BE APPROVED BY THE
ENGINEER PRIOR TO APPLICATION.
8'27'8'
NOTE:SPACING SHALL BE SAME FOR RIGHT TURN LANE AND THRU ONLY
PAVEMENT MARKING (REFER TO MASSDOT STANDARD DRAWING TR.6.1)
THERMOPLASTIC
WHITE MARKINGS
N.T.S.
RIGHT TURN LANE PAVEMENT MARKING
* CONCRETE
SHALL BE
INCLUDED IN
PRICE BID FOR
VARIOUS
GRANITE CURB
ITEMS FOR 6"
OFFSET FROM
FACE OF CURB.
PROP GRANITE CURB
W/ 6" REVEAL
SURFACE TREATMENT
(VARIES SEE PLANS)8"MIN8"
MIN
GRAVEL BORROW FOR SUBBASE
GUTTER LINE
6"
MIN
* CEMENT CONCRETE
SAWCUT
EXISTING PAVEMENT
2.5" HMA FOR PATCHING
N.T.S.
GRANITE CURB IN EXISTING PAVEMENT
TACK COAT PER 450.43
24" THERMOPLASTIC
WHITE LINE (TYP)2' (TYP)2' (TYP)4'-0"
NOTES:
1.INSTALL SILT SACK IN EXISTING CATCH BASINS BEFORE COMMENCING WORK, AND
IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE.
MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND
OF GRASS HAS BEEN ESTABLISHED.
2.GRATE TO BE PLACED OVER SILT SACK.
3.SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS
AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED.
SILTSACK
CATCH
BASIN
GRATE
EXPANSION
RESTRAINT
FLOW
CATCH
BASIN
GRATE
SILT SACK
FLOW
SECTION VIEW PLAN VIEW
GRANITE CURB INLET GRANITE CURB INLET
CURB INLET FILTER
MIN DISTANCE TO
FACE OF SIGN,
UTILITY POLE,
AND HYDRANT.
(SEE MASSDOT
STANDARD
DETAIL E 504.1.0
FOR PLACEMENT
OF MAILBOXES)
MIN ADA
CLEARANCE BEHIND
STRUCTURE
N.T.S.
R&R VERTICAL OBSTRUCTION WITHIN SIDEWALK
MIN 7' CLEARANCE
SIGN
18"
1.5% (MAX)
3'-0"
SIDEWALK
N.T.S.
INLET PROTECTION SILT SACK IN CATCH BASIN
NOTES:
1.INSTALL SILT SACK IN EXISTING CATCH BASINS BEFORE COMMENCING WORK, AND
IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE.
MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND
OF GRASS HAS BEEN ESTABLISHED.
2.GRATE TO BE PLACED OVER SILT SACK.
3.SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS
AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED.
SILTSACK CATCH
BASIN
GRATE
EXPANSION
RESTRAINT
FLOW
CATCH
BASIN
GRATE
SILT SACK
FLOW
SECTION VIEW PLAN VIEW
N.T.S.
INLET PROTECTION SILT SACK IN CATCH BASIN WITH CURB INLET
N.T.S.
COMPOST FILTER TUBE
NOTES:
1.PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN
LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V
MAY REQUIRE LARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER
TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'S
RECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES.
2.INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR
CONCENTRATED FLOW.
3.TUBE LOCATION MAY BE SHIFTED TO ADJUST TO LANDSCAPE FEATURES, BUT SHALL
PROTECT UNDISTURBED AREA AND VEGETATION TO MAXIMUM EXTENT POSSIBLE.
4.DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.
5.ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.
6.ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER.
DI
R
E
C
T
I
O
N
OF
F
L
O
W
COMPOST FILTER TUBE
MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE
HEIGHT OF 9.5 INCHES.
TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR
APPROVED BIODEGRADABLE MATERIAL, HOWEVER
PHOTO-BIODEGRADABLE FABRIC SHALL BE REMOVED
AT END OF CONTRACT.
TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT
WITH SOIL SURFACE. IT IS NOT NECESSARY TO TRENCH
TUBES INTO EXISTING GRADE.
COMPOST TUBES SHALL BE STAKED OR LEANED
AGAINST SUPPORTS (TREES, CINDER BLOCKS) ON
SLOPES 2:1 OR GREATER.
WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1
INCH X 3 FEET UNTREATED HARDWOOD STAKES, UP TO
5 FT. APART OR AS REQUIRED TO SECURE TUBES IN
PLACE. TUBES SHALL BE STAKED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS.
LIMIT OF WORK
UNDISTURBED SOIL & VEGETATION.
TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF
SOIL DISTURBANCE AS POSSIBLE.
DIRECTION OF FLOW
DIRECTION OF FLOW
AREA OFDISTURBANCEPROTECTED AREAPLAN VIEW
CURVE ENDS UPHILL
TO PREVENT
DIVERSION OF
UNFILTERED
RUN-OFF.
TUBES CAN BE
PLACED DIRECTLY
ON EXISTING
PAVEMENT WHEN
NECESSARY.
TUBES MAY BE
PLACED ON THE
UPHILL SIDE OF
WELL- ANCHORED,
STATIONARY
FEATURES SUCH AS
EXISTING TREES IN
LIEU OF STAKING.
EXISTING
TREE
EXISTING HEADWALL OR
OTHER OBSTACLE
STREAM
3.0 FT. MIN.
TUBES MAY BE SLEEVED
(ONE INSERTED INTO
ANOTHER) OR PROVIDE A
3 FT. MINIMUM OVERLAP
AT ENDS OF TUBES TO
JOIN IN A CONTINUOUS
BARRIER.
UNTREATED HARDWOOD STAKES
(TYP.)
12"
THERMOPLASTIC
WHITE MARKINGS
36"6"6"12"
N.T.S.
BICYCLE DETECTOR PAVEMENT MARKING
N.T.S.
CONDUIT TRENCH
NON-ROADWAY AREA
30"PAVED/SIDEWALK AREA
1'
(TYP)
18"18"NOTES:
* SOFT OR UNSUITABLE MATERIAL EXISTING BELOW THE REQUIRED BEDDING GRADE SHALL BE
REMOVED AS DIRECTED AND REPLACED WITH SAND, GRAVEL, CRUSHED STONE OR OTHER SUITABLE
MATERIAL AND THOROUGHLY COMPACTED.
**CONDUIT WITH LESS THAN 30" OF COVER SHALL BE ENCASED IN CONCRETE.36"SAWCUT
EXISTING
PAVEMENT
SURFACE
SURFACE VARIES
(SEE PVM'T NOTES)
3" SCH 80 PVC CONDUIT**
COMPACTED SUBGRADE*
6" DETECTABLE METALLIC
WARNING TAPE CONFORMING TO
CURRENT APWA STANDARDS
DEPTH AND SURFACE
TREATMENT VARIES
(SEE PLANS)
SAND BEDDING (M1.04.0)
EXISTING MATERIAL SUITABLE FOR
REUSE OR GRAVEL BORROW TYPE b,
COMPACTED IN 6" MAX LAYERS
EXIST SURFACE
8" GRAVEL BORROW, TYPE b
SUPERPAVE INTERMEDIATE COURSE - 19.0
(SIC -19.0) COMPACTED IN 214" (MIN) AND 3" (MAX) LIFTS
MIN DEPTH SHALL BE 7.5" OR MATCH EXISTING DEPTH,
WHICHEVER IS DEEPER
7.5"135.26
134.76
135.34
136.13 (ex 136.13)
EXIST CEM
CONC SW ON
BRIDGE OVER
MILL RIVER
PROP CEM
CONC SW
RETAIN EXISTING
TRANSITION CURB
7.5%* (MAX)
1.5%*5.0%*
11'
5'10'5.5'T1000_D2_CON DETAILS.DWG30-Nov-2023 5:02 PMPlotted onT1000_D2_CON DETAILS.DWG30-Nov-2023 5:02 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
EASTHAMPTON STREET/SOUTH STREET (ROUTE 10)
16
STATE
MA
PROJECT FILE NO.612638
9
CONSTRUCTION DETAILS - 1 OF 2
N.F.A.
SCALE: 1" = 5'
TRANSITION RAMP TO BRIDGE OVER MILL RIVER
N.T.S.
PEDESTRIAN CURB RAMP TYPE D
Lw 5'-0" (
M
I
N
)
1
.
5%
*
LEVEL
LANDING
1.5%*
SECTION A-A
A
A
EDGE OF ACCESSIBLE ROUTE
REFERENCE POINT C
RAMP OPENING
PLAIN CEMENT CONCRETE
LOAM & SEED
ROADWAY
L
SIDEWALK
FOUNDATION
6" CURB
REVEAL (TYP)
7.5%* (MAX)
CC = 4"
8"
6
"
L
d
LEGEND:
W =SIDEWALK WIDTH
CC = CEMENT CONCRETE
* =TOLERANCE FOR CONSTRUCTION ±0.5%
LEFT SI
D
E
T
R
A
N
S
I
T
I
O
N
6'-6"
W = SIDEWALK WIDTH
NOTES:
1.USABLE SIDEWALK WIDTH PER AAB = W-6"
2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING
4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS
5.SEE E 107.2.1 FOR ALL OTHER DETAILS
DETECTABLE WARNING
PANEL (SEE E 107.6.5)
GUTTER SLOPE
+
-WSIDEWALK
1
.
5%
*
N.T.S.
PEDESTRIAN CURB RAMP TYPE C
Lw 5'-0" (MIN)1.5%*LEVEL
LANDING
1.5%*
SECTION A-A
A
A
EDGE OF ACCESSIBLE ROUTE
ROADWAY
SIDEWALK
FOUNDATION
6" CURB
REVEAL (TYP)
7.5%* (
M
A
X
)
7.5%* (MA
X
)
CC = 4"
8"LdLEGEND:
W =SIDEWALK WIDTH
CC = CEMENT CONCRETE
* =TOLERANCE FOR CONSTRUCTION ±0.5%
W = SIDEWALK WIDTH
NOTES:
1.USABLE SIDEWALK WIDTH PER AAB = W-6"
2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT
WHEN FACING RAMP OPENING
4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS
LEFT SID
E
T
R
A
N
S
I
T
I
O
N
6"
RIGHT SIDE
T
R
A
N
S
I
T
I
O
N
DETECTABLE WARNING
PANEL (SEE E 107.6.5)
REFERENCE POINT C
RAMP OPENING
PLAIN CEMENT CONCRETE
L
PEDESTRIAN CURB RAMP DATA (TYPE D)
RAMP #BASELINE
REFERENCE STATION OFFSET
LEVEL LANDING ROADWAY
GUTTER
SLOPE
LEFT SIDE
WIDTH
(Lw)
DEPTH
(Ld)
TRANSITION
LENGTH
CURB
REVEAL
SIDEWALK
WIDTH (W)
6 ROUTE 10 77+26.8 21.3' RT 5'-1"5'-6"-0.50%7'-8"6"5'-6"
PEDESTRIAN CURB RAMP DATA (TYPE C)
RAMP #BASELINE
REFERENCE STATION OFFSET
LEVEL LANDING ROADWAY
GUTTER
SLOPE
LEFT SIDE RIGHT SIDE
WIDTH
(Lw)
DEPTH
(Ld)
TRANSITION
LENGTH
CURB
REVEAL
SIDEWALK
WIDTH (W)
TRANSITION
LENGTH
CURB
REVEAL
SIDEWALK
WIDTH (W)
3 ROUTE 10 76+27.4 35.9' LT 5'-0"6'-0"-0.50%7'-8"6"6'-0"6'-6"6"6'-0"
4 ROUTE 10 77+09.5 34.9' LT 5'-0"6'-6"0.75%6'-6"6"6'-8"3'-10"3"6'-4"
5 ROUTE 10 77+26.3 23.3' LT 5'-0"6'-1"0.65%3'-3"3"6'-2"7'-8"6"6'-6"
SIDEWALK
1.5%*LOAM & SEED
GUTTER SLOPE
+
-
N.T.S.
PEDESTRIAN CURB RAMP TYPE A
Lw 5'-0" (
M
I
N
)
1
.
5%
*WLEVEL
LANDING
1.5%*
SECTION A-A
A
A
EDGE OF ACCESSIBLE ROUTE
REFERENCE POINT C
RAMP OPENING
PLAIN CEMENT CONCRETE
LOAM & SEED
ROADWAY
L
SIDEWALK
FOUNDATION
6" CURB
REVEAL (TYP)
7.5%* (MAX)
7.5%*
(
M
A
X
)
CC = 4"
8"
6
"
L
d
LEGEND:
HSL = HIGH SIDE TRANSITION LENGTH (SEE E 107.9.0)
W =SIDEWALK WIDTH
CC = CEMENT CONCRETE
* =TOLERANCE FOR CONSTRUCTION ±0.5%
LEFT SI
D
E
T
R
A
N
S
I
T
I
O
N
RIGHT S
I
D
E
T
R
A
N
S
I
T
I
O
N
W = SIDEWALK WIDTH
NOTES:
1.USABLE SIDEWALK WIDTH PER AAB = W-6"
2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING
4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS
SIDEWALK
DETECTABLE WARNING
PANEL (SEE E 107.6.5)
1
.
5%
*
GUTTER SLOPE
(SEE NOTE 10)
+
-
PEDESTRIAN CURB RAMP DATA (TYPE A)
RAMP #BASELINE
REFERENCE STATION OFFSET
LEVEL LANDING ROADWAY
GUTTER
SLOPE
RIGHT SIDE
WIDTH
(Lw)
DEPTH
(Ld)
TRANSITION
LENGTH
CURB
REVEAL
SIDEWALK
WIDTH (W)
1 ROUTE 10 75+83.0 27.7' RT 5'-0"5'-6"-0.80%6''-6"6"5'-6"
PEDESTRIAN CURB RAMP DATA (TYPE B)
RAMP #BASELINE
REFERENCE STATION OFFSET
LEVEL LANDING ROADWAY
GUTTER
SLOPE
LEFT SIDE RIGHT SIDE
WIDTH
(Lw)
DEPTH
(Ld)
TRANSITION
LENGTH
CURB
REVEAL
SIDEWALK
WIDTH (W)
TRANSITION
LENGTH
CURB
REVEAL
SIDEWALK
WIDTH (W)
2 ROUTE 10 75+84.6 21.3' LT 5'-0"6'-0"+0.30%6'-6"6"6'-0"7'-8"6"6'-0"
N.T.S.
PEDESTRIAN CURB RAMP TYPE B
Lw 5'-0" (
M
I
N
)
1
.
5%
*WLEVEL
LANDING
1.5%*
SECTION A-A
A
A
EDGE OF ACCESSIBLE ROUTE
DETECTABLE WARNING
PANEL (SEE E 107.6.5)
REFERENCE POINT C
RAMP OPENING
PLAIN CEMENT CONCRETE
SIDEWALK
ROADWAY
L
SIDEWALK
FOUNDATION
6" CURB REVEAL
7.5%* (MAX)
7.5%* (
M
A
X
)
CC = 4"
8"
6
"
L
d
LEGEND:
HSL = HIGH SIDE TRANSITION LENGTH (SEE E 107.9.0)
W =SIDEWALK WIDTH
CC = CEMENT CONCRETE
* =TOLERANCE FOR CONSTRUCTION ±0.5%
LOW SID
E
T
R
A
N
S
I
T
I
O
N
HSL
HIGH SID
E
TRANSI
T
I
O
N
W = SIDEWALK WIDTH
NOTES:
1.USABLE SIDEWALK WIDTH PER AAB DOES NOT INCLUDE CURB
2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING
4.SEE E 107.6.5 FOR DETECTABLE WARNING PANEL DETAILS
SIDEWALK
1
.
5%
*
1
.
5%
*
GUTTER SLOPE
(SEE NOTE 10)
+
-
3" CURB
REVEAL
DRIVEWAY DATA
DWY #BASELINE
REFERENCE STATION OFFSET DRIVEWAY
SURFACE
DWY
WIDTH
@
GUTTER
ROADWAY
GUTTER
SLOPE
WIDTH OF
ACCESSIBLE
ROUTE
LEFT SIDE TRANSITION RIGHT SIDE TRANSITION
LENGTH CURB
REVEAL
SW
WIDTH
(W)
LENGTH CURB
REVEAL
SW
WIDTH
(W)
1 ROUTE 10 75+06.8 27.1' RT CC 32'-6"-1.1%5'-6"9'-0"6"5'-6"6'-6"6"5'-6"
N.T.S.
SIDEWALK THROUGH DRIVEWAY TYPE A
LEGEND:
W =SIDEWALK WIDTH
CC = CEMENT CONCRETE
* =TOLERANCE FOR CONSTRUCTION ±0.5%
NOTES:
1.USABLE SIDEWALK WIDTH PER AAB = W-6"
2.USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
3.ROADWAY GUTTER SLOPE MEASURED FROM LEFT TO RIGHT WHEN FACING RAMP OPENING.
A
A
EDGE OF
ACCESSIBLE
ROUTE
REFERENCE POINT C
RAMP OPENING
L
7.5%*
(MAX)
7.5%*
(MAX)
LEFT SIDE TR
A
N
S
I
T
I
O
N
SIDEWALK
1.5%*
SECTION A-A
ROADWAY
DRIVEWAY
FOUNDATION
CC = 6"
8" (MIN)
W W6
"
SIDEWALK
6" CURB REVEAL (TYP)
RIGHT SIDE T
R
A
N
S
I
T
I
O
N
1" LIPW
1" LIP
MATCH EXIST D
R
I
V
E
W
A
Y
W
I
D
T
H
1.5%
*
GUTTER SLOPE
(SEE NOTE 10)
+
-T1000_D2_CON DETAILS.DWG30-Nov-2023 5:02 PMPlotted onT1000_D2_CON DETAILS.DWG30-Nov-2023 5:02 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
EASTHAMPTON STREET/SOUTH STREET (ROUTE 10)
16
STATE
MA
PROJECT FILE NO.612638
10
CONSTRUCTION DETAILS - 2 OF 2
N.F.A.
MA-R2-10a
W20-1
MA-R2-10e
100'1000'500'MA-R2-10a
W20-1
MA-R2-10e 100'1000'500'MA-R2-10a
W20-1
MA-R2-10e
MA-R2-10a
W20-1
100'
1000'
500'
100'
1000'500'
W20-1MA-R2-10e
OPERATIONAL
SIGNING
OPERATIONAL
SIGNING
WORK ZONE
250'250'250'250'
MA-R2-10a
MA-R2-10e
MA-R2-10a
W20-1
MA-R2-10e
MA-R2-10e
MA-R2-10a
W20-1
1
0
0
'
100'
1000'500'
1
0
0
0
'
5
0
0
'
WORK ZONE
OPERATIONAL SIGNING
OPERATIONAL SIGNING
MA-R2-10a
2
5
0
'
250'
W20-1
MA-R2-10e
TEMPLETONT1000_D2_CON DETAILS.DWG30-Nov-2023 5:03 PMPlotted onT1000_D2_CON DETAILS.DWG30-Nov-2023 5:03 PMPlotted onFED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETS
NORTHAMPTON
EASTHAMPTON STREET/SOUTH STREET (ROUTE 10)
16
STATE
MA
PROJECT FILE NO.612638
11
TEMPORARY TRAFFIC CONTROL PLAN
N.F.A.
TYPICAL CORRIDOR
ADVANCED WARNING SCHEMATIC
N.T.S.
NOTES:
1.ON SIDE STREETS, W20-1 SIGNS SHALL BE LOCATED
350' FROM THE LIMIT OF WORK AND MA-R2-10a SIGNS
SHALL BE LOCATED 175' FROM THE LIMIT OF WORK.
LEGEND
W20-1 MA-R2-10a MA-R2-10e
(36" x 36")(48" x 36")(36" x 48")
TYPICAL INTERSECTION
ADVANCED WARNING SCHEMATIC
N.T.S.
NOTES:
1.ON SIDE STREETS, W20-1 SIGNS SHALL BE LOCATED
350' FROM THE LIMIT OF WORK AND MA-R2-10a SIGNS
SHALL BE LOCATED 175' FROM THE LIMIT OF WORK.
74+70
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
74+50
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
75+00
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
133.0132.97133.2133.17133.6133.55CONST BL
CONST BL
CONST BL
1957 SHLO
ALT. 4559
1.5%
1.5%4:1
4:1
4:1
1.5%7.0%
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CROSS SECTIONS.DWG30-Nov-2023 5:03 PMPlotted onCROSS SECTIONS - 1 OF 5
612638
12 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
75+83
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
75+10
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
75+50
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
133.7133.67134.1134.06134.3134.25CONST BL
1957 SHLO
ALT. 4559
CONST BL
1957 SHLO
ALT. 4559
CONST BL
1957 SHLO
ALT. 4559
1.5%4:1
4:1 1.5%
1.5%3:1
7:1 1.5%
1.5%2:1
6.4%1.5%
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CROSS SECTIONS.DWG30-Nov-2023 5:03 PMPlotted onCROSS SECTIONS - 2 OF 5
612638
13 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
76+00
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
76+50
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
77+00
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
134.3134.33134.4134.44134.4134.44CONST BL
1957 SHLO
ALT. 4559
1957 SHLO
ALT. 4559 CONST BL
1957 SHLO
ALT. 4559
1957 SHLO
ALT. 4559 CONST BL
1957 SHLO
ALT. 4559
1.5%
2:1
2:1
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CROSS SECTIONS.DWG30-Nov-2023 5:03 PMPlotted onCROSS SECTIONS - 3 OF 5
612638
14 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
77+50
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
77+75
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
77+25
124
128
132
136
140
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 134.6134.55134.6134.591957 SHLO
ALT. 4559 CONST BL
1957 SHLO
ALT. 4559
1957 SHLO
ALT. 4559 CONST BL
1957 SHLO
ALT. 4559
1.5%2:1
1.5%
2:1
134.5134.48CONST BL
1957 SHLO
ALT. 4559
2:11.5%7.5%
LT SKEWED THROUGH SIDEWALK
2:1 1.5%
1.5%2:1
1.5%
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CROSS SECTIONS.DWG30-Nov-2023 5:03 PMPlotted onCROSS SECTIONS - 4 OF 5
612638
15 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
77+95
116
120
124
128
132
136
140
116
120
124
128
132
136
140
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56 134.6134.622:1 1.5%
1.5%
1957 SHLO
ALT. 4559CONST BL
FED. AID PROJ. NO.SHEET
NO.
TOTAL
SHEETSSTATE
MA
PROJECT FILE NO.T1000.24-NORTHAMPTON_CROSS SECTIONS.DWG30-Nov-2023 5:03 PMPlotted onCROSS SECTIONS - 5 OF 5
612638
16 16
EASTHAMPTON ROAD/SOUTH STREET (ROUTE 10)
NORTHAMPTON
N.F.A.
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8