25% submittal - milton ma | 779544.4987 project location department of transportation federal...
TRANSCRIPT
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LENGTH OF PROJECT = 1,062.00 FEET = 0.201 MILES
PROJECT END
STA. 12+50.00
N 2921657.0519
E 779544.4987
PROJECT
LOCATION
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DIVISION ADMINISTRATOR DATE DATE
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
HIGHWAY ADMINISTRATOR
DATE
DESCRIPTION
REV #
DESIGN DESIGNATION
ROADWAY GRANITE AVENUE SQUANTUM STREET
DESIGN SPEED 30 MPH 30 MPH
ADT (2015)20,113 14,019
ADT (2025) 22,217 15,486
K 12% 8%
D 76% NB 55% WB
T (PEAK HOUR)
1.8% 1.9%
T (AVERAGE DAY)
2.3% 2.0%
DHV2,661 1,269
DDHV2,019
693
FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL URBAN MINOR ARTERIAL
INDEX
SHEET NO. DESCRIPTION
1 TITLE SHEET & INDEX
2 LEGEND & ABBREVIATIONS
3 KEY PLAN & BORING LOCATIONS
4-6 TYPICAL SECTIONS
7 CONSTRUCTION BASELINE TIES
8 CONSTRUCTION PLAN
9
PROFILE (GRANITE AVE)
10
PROFILES (SQUANTUM STREET)
11 CURB TIE PLAN
12 GRADING PLAN
13 DRAINAGE & UTILITY PLAN
14 TRAFFIC SIGN & PAVEMENT MARKINGS
15 TRAFFIC SIGN SUMMARY SHEET
16 TRAFFIC SIGNAL PLAN
17 TRAFFIC SIGNAL DATA PLAN
18-22 TEMPORARY TRAFFIC CONTROL PLANS
23-27 CONSTRUCTION PHASING PLANS
28-32 CONSTRUCTION DETAILS
33-36
CROSS SECTIONS (GRANITE AVENUE)
37-40
CROSS SECTIONS (SQUANTUM STREET)
25% SUBMITTAL
N
THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015,
THE 2014 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND
FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL
DRAWINGS, THE LATEST 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.
60
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
1
TITLE SHEET & INDEX
1000
SCALE: 1" = 1000'
0 2000 3000 4000
PROJECT BEGIN
STA. 102+20
N 2921162.6386
E 779506.4737
PROJECT END
STA. 111+80.00
N 2921478.3256
E 779789.8834
PROJECT BEGIN
STA. 5+60.00
N 2921005.6814
E 779772.1311
Civil Engineering
GIS
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
CHAIN LINK OR METAL FENCE
WOOD FENCE
HAY BALES/SILT FENCE
TREE LINE
SAWCUT LINE
TOP OR BOTTOM OF SLOPE OR LIMIT OF SLOPE (LOS)
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
TEMPORARY EASEMENT
TRAFFIC SYMBOLS
EXISTING PROPOSED DESCRIPTION
CONTROLLER PHASE ACTUATED
TRAFFIC SIGNAL HEAD (SIZE AS NOTED)
WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)
VIDEO DETECTION CAMERA
MICROWAVE DETECTOR
PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE
EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT
VEHICULAR SIGNAL HEAD
VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED
FLASHING BEACON
PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)
RAILROAD SIGNAL
SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)
MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)
HIGH MAST POLE OR TOWER
SIGN AND POST
SIGN AND POST (2 POSTS)
MAST ARM WITH LUMINAIRE
OPTICAL PRE-EMPTION DETECTOR
CONTROL CABINET, GROUND MOUNTED
CONTROL CABINET, POLE MOUNTED
FLASHING BEACON CONTROL AND METER PEDESTAL
LOAD CENTER ASSEMBLY
PULL BOX 12"x12" (OR AS NOTED)
ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)
TRAFFIC SIGNAL CONDUIT
PAVEMENT MARKINGS SYMBOLS
EXISTING PROPOSED DESCRIPTION
PAVEMENT ARROW - WHITE
LEGEND "ONLY" - 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 LINE
ABBREVIATIONS
GENERAL
AADT ANNUAL AVERAGE DAILY TRAFFIC
ABAN ABANDON
ADJ ADJUST
APPROX. APPROXIMATE
A.C. ASPHALT CONCRETE
ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE
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
CR GR CROWN GRADE
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
FD FULL DEPTH
FDN. FOUNDATION
FLDSTN FIELDSTONE
GAR GARAGE
GC GRANITE CURB
GD GROUND
GG GAS GATE
GI GUTTER INLET
GIP GALVANIZED IRON PIPE
GRAN GRANITE
GRAV GRAVEL
GRD GUARD
HDW HEADWALL
HMA HOT MIX ASPHALT
HOR HORIZONTAL
HYD HYDRANT
INV INVERT
JCT JUNCTION
L LENGTH OF CURVE
LB LEACH BASIN
LOS LIMIT OF SLOPE
LP LIGHT POLE
LT LEFT
MAX MAXIMUM
MB MAILBOX
MH MANHOLE
MHB MASSACHUSETTS HIGHWAY BOUND
MIN MINIMUM
NIC NOT IN CONTRACT
NO. NUMBER
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
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
PSB PLANTABLE SOIL BORROW
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
ABBREVIATIONS (cont.)
GENERAL
PVT POINT OF VERTICAL TANGENCY
PVMT PAVEMENT
PWW PAVED WATER WAY
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
R&R REMOVE AND RESET
R&S REMOVE AND STACK
RT RIGHT
SB STONE BOUND
SHLD SHOULDER
SMH SEWER MANHOLE
ST STREET
STA STATION
SSD STOPPING SIGHT DISTANCE
SHLO STATE HIGHWAY LAYOUT LINE
SW SIDEWALK
SDWK SIDEWALK
T TANGENT DISTANCE OF CURVE/TRUCK %
TAN TANGENT
TEMP TEMPORARY
TC TOP OF CURB
TOS TOP OF SLOPE
TYP TYPICAL
UP UTILITY POLE
VAR VARIES
VERT VERTICAL
VC VERTICAL CURVE
WCR WHEEL CHAIR RAMP
WG WATER GATE
WIP WROUGHT IRON PIPE
WM WATER METER/WATER MAIN
X-SECT CROSS SECTION
TRAFFIC SIGNAL
CAB. CABINET
CCVE CLOSED CIRCUIT VIDEO EQUIPMENT
DW STEADY DON'T WALK
FDW FLASHING DON'T WALK
FR FLASHING CIRCULAR RED
FRL FLASHING RED LEFT ARROW
FRR FLASHING RED RIGHT ARROW
FY FLASHING CIRCULAR AMBER
FYL FLASHING AMBER LEFT ARROW
FYR FLASHING AMBER RIGHT ARROW
G STEADY CIRCULAR GREEN
GL STEADY GREEN LEFT ARROW
GR STEADY GREEN RIGHT ARROW
GSL STEADY GREEN SLASH LEFT ARROW
GSR STEADY GREEN SLASH RIGHT ARROW
GV STEADY GREEN VERTICAL ARROW
OL OVERLAP
PED PEDESTRIAN
PTZPAN, TILE, ZOOM
R STEADY CIRCULAR RED
RL STEADY RED LEFT ARROW
RR STEADY RED RIGHT ARROW
TR SIG TRAFFIC SIGNAL
TSC TRAFFIC SIGNAL CONDUIT
W STEADY WALK
Y STEADY CIRCULAR AMBER
YL STEADY AMBER LEFT ARROW
20'
20'
1
M
*
RRSG
DBYL
DBWL
BWL
SWL
CW
SL
DYLEx
DWLEx
DYL
BYL
DWL
SYL
JB
CB
FP
GP
MB
WELL
EHH
GG
BHL #
MW #
TP #
MHB
TPL or GUY
UFB
UPDL
ULT
UPL
WG
PM
60
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
2
LEGEND & ABBREVIATIONS
1
1
1
1
1
2
1
1
3
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
P
T
+
0
4
.
7
5
1
0
1
1
0
2
1
0
3
1
0
4
+
3
9
.
0
0
+
6
6
.
0
0
5 6 7 8 9 10 11 12 13 14
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61
S
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T
R
E
E
T
S
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A
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T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
PROP TEMP
EASEMENT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 110+96.51
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 111+77.30
PROJECT BEGIN
STA 5+60
N2921005.5172
E779771.6611
PROJECT END
STA 12+50
N2921657.0519
E779544.4987
PROJECT BEGIN
STA 102+20
N2921162.6386
E779506.4737
PROJECT END
STA 111+80
N2921478.3256
E779789.8834
30
SCALE: 1" = 30'
0 60 100
60
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
KEY PLAN & BORING LOCATION
3
LEGEND
- CONSTRUCTION PLANX
- CURB TIE PLAN
X
- SIGN & PAVEMENT MARKING PLAN
X
- TRAFFIC SIGNAL PLAN
X
8161211
- GRADING PLAN
X
- DRAINAGE & UTILITY PLAN
X
13
14
GRANITE AVENUE
CONSTRUCTION
STA 7+15.977 TO STA 7+64.20±
NOT TO SCALE
VAR. 20.00' - 21.00' 11.00 11.00
5.00
TRAVEL LANETRAVEL LANETRAVEL LANE CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
VAR.
1' - 3.2'
VARIES
VARIES
MEET & MATCH
EXIST GRADE
SAWCUT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
VARIES
2.6' TO 4.8'
5.00
SHLD/
BIKE LANE
5.00
SHLD/
BIKE LANE
RET EXIST CURB
3" MIN REVEAL (TYP.)
GRANITE AVENUE
CONSTRUCTION
STA 7+64.20± TO STA 8+62.62±
NOT TO SCALE
11.00 11.00
5.00
TRAVEL LANETRAVEL LANE CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
VAR.
1' - 3.2'
VARIES
VARIES
MEET & MATCH
EXIST GRADE
SAWCUT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
VARIES
2.6' - 2.8'±
5.00
SHLD/
BIKE LANE
5.00
SHLD/
BIKE LANE
PROP 4" LOAM
BORROW & SEED
PROP 4" LOAM
BORROW & SEED
11.00
TRAVEL LANE
11.00
TRAVEL LANE
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
3.0'±
CEM. CONC.
SDWK
5.00
MEET & MATCH
EXIST GRADE
GRANITE AVENUE
CONSTRUCTION
STA 10+28.22± TO STA 10+40.38±
NOT TO SCALE
11.00 11.00
5.00
TRAVEL LANETRAVEL LANE CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
1' TYP.
VARIES
VARIES
MEET & MATCH
EXIST GRADE
SAWCUT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
8.00
SHLD/
BIKE LANE
11.00
TRAVEL LANE
11.00
TURNING LANE
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
1.67
5.00
SHLD/
BIKE LANE
SAWCUT
VAR.
1' - 2'
CEM. CONC.
SDWK
6.00
LEVEL
3.60
PROP 4" LOAM
BORROW & SEED
PROP 4" LOAM
BORROW & SEED
SLOPE VARIES
SEE GRADING PLAN
1' TYP.
PROP HWY GUARD
1.50%*
1.50%*
1.50%*
1.50%*
1.50%*
*TOLERANCE FOR CONSTRUCTION ±0.5%
*TOLERANCE FOR CONSTRUCTION ±0.5%
*TOLERANCE FOR CONSTRUCTION ±0.5%
PROP MILLING MULCH
UNDER GUARD RAIL
60
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
TYPICAL SECTIONS
4
*8" GRAVEL BORROW, TYPE b
(AIR ENTRAINED 4000 PSI, 3/4", 610)
4" CEMENT CONCRETE SIDEWALK/WHEELCHAIR RAMP OVER
SUBBASE:
4" DENSE GRADED CRUSHED STONE OVER
***4" SUPERPAVE BASE COURSE - 37.5 (SBC-37.5) OVER
***1.75" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) OVER
1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER
PROPOSED CEMENT CONCRETE SIDEWALK & WHEELCHAIR RAMP
SURFACE:
PROPOSED PAVEMENT MILLING & RESURFACING
*8" GRAVEL BORROW, TYPE b
SUBBASE:
SURFACE:
PROPOSED FULL DEPTH PAVEMENT
BASE:
PAVEMENT NOTES
INTERMEDIATE:
1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER SURFACE:
1.75" PAVEMENT MICRO MILLING
EXISTING PAVEMENT TREATED WITH ASPHALT
1.75" SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER
3.5" HOT MIX ASPHALT DRIVEWAY PLACED IN TWO LAYERS (ITEM 703.)
PROPOSED HOT MIX ASPHALT DRIVEWAY
SURFACE:
***1.75" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER
*8" GRAVEL BORROW, TYPE bSUBBASE:
PROPOSED FULL DEPTH PAVEMENT (HES) LESS THAN 4 FT WIDE
SURFACE:
***6" HIGH EARLY STRENGTH (3000 PSI, 1 1/2", 470)BASE:
1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC 12.5) OVER
(ASPHALT EMULSION FOR TACK COAT 0.05 GAL/SY)
*8" GRAVEL BORROW, TYPE bSUBBASE:
(ASPHALT EMULSION FOR TACK COAT 0.05 GAL/SY)
*EXISTING GRAVEL DETERMINED TO BE SUITABLE SHALL REMAIN AS DIRECTED BY THE ENGINEER.
***1.75" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVERINTERMEDIATE:
PROPOSED PAVEMENT MILLING & RESURFACING (WITH LEVELING COURSE)
1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVERSURFACE:
**1.75" SUPERPAVE LEVELING COURSE - 9.5 (SLC-9.5) OVER
1.75" PAVEMENT MICRO MILLING
**ADDITIONAL LIFTS OF SUPERPAVE LEVELING COURSE 9.5 (SSC 9.5) SHALL BE PAVED AT A MINIMUM OF 1" AND
MAXIMUM OF 1.75" AS REQUIRED.
***TACK COAT COVERAGE IS REQUIRED ON THE INTERMEDIATE COURSE, BASE COURSE, AND CEMENT CONCRETE
BASE COURSE.
CEMENT CONCRETE BASE COURSE OVER
EMULSION FOR TACK COAT 0.07 GAL/SY
EXISTING PAVEMENT TREATED WITH ASPHALT
EMULSION FOR TACK COAT 0.07 GAL/SY
*8" GRAVEL BORROW, TYPE b
(AIR ENTRAINED 4000 PSI, 3/4", 610)
6" CEMENT CONCRETE SIDEWALK/WHEELCHAIR RAMP OVER
SUBBASE:
PROPOSED CEMENT CONCRETE SIDEWALK AT DRIVEWAY
SURFACE:
GRANITE AVENUE
CONSTRUCTION
STA 10+40.38± TO STA 11+12.18
NOT TO SCALE
11.00 11.00
5.00
TRAVEL LANETRAVEL LANE CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
VAR.
1' - 1.70'
VARIES
VARIES
MEET & MATCH
EXIST GRADE
SAWCUT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
8.00
SHLD/
BIKE LANE
11.00
TRAVEL LANE
11.00
TURNING LANE
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
5.00
SHLD/
BIKE LANE
SAWCUT
VAR.
2' - 3.60'
CEM. CONC.
SDWK
6.00
LEVEL
3.60
PROP 4" LOAM
BORROW & SEED
PROP PAVEMENT
MILLING & RESURFACING
1' TYP.
VARIES
6" REVEAL (TYP.)
AT BACK OF SDWK
VARIES REVEAL
1.00%*
1.50%*
*TOLERANCE FOR CONSTRUCTION ±0.5%
PROP 6" WIDE CAST IN PLACE
CONCRETE RETAINING WALL
HEIGHT VARIES
QUANTUM STREET_WEST SIDE
CONSTRUCTION
STA 103+25.79± TO STA 103+37.30±
NOT TO SCALE
20.00
11.00 11.00 1'±
1'
6.00
TRAVEL LANETURNING LANE
TRAVEL LANE
CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
1'±
SHLD
SHLD
1.5'±
MEET & MATCH
EXIST GRADE
RET EXIST
HWY GUARD
SAWCUT
QUANTUM STREET_WEST SIDE
CONSTRUCTION
STA 103+37.30± TO STA 103+88.20±
NOT TO SCALE
20.0011.00 11.00
1'±1'
6.00
TRAVEL LANETURNING LANETRAVEL LANE CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
1'±
SHLDSHLD
MEET & MATCH
EXIST GRADE
PROP HWY GUARD
SAWCUT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
SAWCUT
PROP PAVEMENT
MILLING & RESURFACING
VARIES
REMOVE EXIST ISLAND
PROP FULL DEPTH
PAVEMENT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
6.00
CEM. CONC.
SDWK
PROP 4" LOAM
BORROW & SEED
TO EXIST BACK
OF SIDEWALK
SLO
PE
VA
R.
RET EXIST CURB
3" MIN. REVEAL (TYP.)
1.50%*
1.50%*
1.50%*
*TOLERANCE FOR CONSTRUCTION ±0.5%
*TOLERANCE FOR CONSTRUCTION ±0.5%
PROP MILLING MULCH
UNDER GUARD RAIL
60
77
54
_H
D (T
YP
IC
AL
S
EC
TIO
NS
).D
WG
21
-Ju
n-2
01
6 1
2:3
3 P
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
TYPICAL SECTIONS
5
SQUANTUM STREET_EAST SIDE
CONSTRUCTION
STA 110+47.73± TO STA 111+00.64±
NOT TO SCALE
11.00 VARIES 17.72' TO 21.54' 1'±1'
6.00
TRAVEL LANETRAVEL LANE CEM. CONC.
SDWK
PROP PAVEMENT
MILLING & RESURFACING
1'±
SHLDSHLD
MEET & MATCH
EXIST GRADE
SAWCUT
PROP GRAN CURB
TYPE VA4,
6" REVEAL (TYP.)
SAWCUT
PROP PAVEMENT
MILLING & RESURFACING
VARIES
REMOVE EXIST ISLAND
PROP FULL DEPTH
PAVEMENT
VAR. 8.00-16.00'±
CEM. CONC.
SDWK
PROP 4" LOAM
BORROW & SEED
TO EXIST BACK
OF SIDEWALK
VARIES
TURNING LANE
11.00
VARIES
PROP CEM. CONC.
SDWK END AT
STA 110+96.76±
SQUANTUM STREET_EAST SIDE
CONSTRUCTION
STA 111+00.64± TO STA 111+77.30±
NOT TO SCALE
VARIES 13.07' TO 17.72' 1'±1'
6.00±
TRAVEL LANETRAVEL LANE EXIST SDWK
PROP PAVEMENT
MILLING & RESURFACING
SHLDSHLD
RET EXIST CURB
SAWCUT
PROP PAVEMENT
MILLING & RESURFACING
VAR. 5.00± -8.00'±
CEM. CONC.
SDWK
PROP 4" LOAM
BORROW & SEED
TO EXIST BACK
OF SIDEWALK
VARIES
VARIES 19.28' TO 22.00'
VARIES
1.50%*
1.50%*
1.50%*
*TOLERANCE FOR CONSTRUCTION ±0.5%
*TOLERANCE FOR CONSTRUCTION ±0.5%
60
77
54
_H
D (T
YP
IC
AL
S
EC
TIO
NS
).D
WG
21
-Ju
n-2
01
6 1
2:3
4 P
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
TYPICAL SECTIONS
6
GUILFORD ROAD CONSTRUCTION BASELINE DATA
NUMBER
L6
C3
L7
STARTING
STATION
122+03.02
120+20.85
120+00.00
NORTHING
2921606.6916
2921543.016
2921549.8936
EASTING
779408.4524
779562.267
779581.9470
CURVE DATA
R=125.00' Δ 83°30'08"
L=182.17' T=111.57'
LINE DATA
N25°45'38"W
8.32'
S70°44'14"W
20.85'
ENDING
STATION
122+11.34
122+03.02
120+20.85
NORTHING
2921614.187
2921606.6916
2921543.016
EASTING
779404.835
779408.452
779562.267
GRANITE AVENUE CONSTRUCTION BASELINE DATA
NUMBER
L1
STARTING
STATION
0+00.00
NORTHING
2920477.0329
EASTING
779956.8763
CURVE DATA LINE DATA
N19°15'46"W
2446.72'
ENDING
STATION
24+46.72
NORTHING
2922786.776
EASTING
779149.698
SQUANTUM ST_WEST SIDE CONSTRUCTION BASELINE DATA
NUMBER
L2
C1
L3
STARTING
STATION
100+00.00
103+27.13
103+78.83
NORTHING
2920972.9776
2921254.996
2921297.0923
EASTING
779394.9896
779560.762
779590.6608
CURVE DATA
R=300.00' Δ 9°52'25"
L=51.70' T=25.91'
LINE DATA
N30°26'50"E
327.13'
N40°19'15"E
87.17'
ENDING
STATION
103+27.13
103+78.83
104+66.00
NORTHING
2921254.996
2921297.0923
2921363.554
EASTING
779560.762
779590.661
779647.066
SQUANTUM ST_EAST SIDE CONSTRUCTION BASELINE DATA
NUMBER
L4
C2
L5
STARTING
STATION
110+00.00
111+84.19
113+04.75
NORTHING
2921373.3962
2921480.768
2921568.5833
EASTING
779643.6270
779793.288
779874.6943
CURVE DATA
R=300.00' Δ 23°01'26"
L=120.55' T=61.10'
LINE DATA
N54°20'35"E
184.19'
N31°19'09"E
34.25'
ENDING
STATION
111+84.19
113+04.75
113+39.00
NORTHING
2921480.768
2921568.5833
2921597.846
EASTING
779793.288
779874.694
779892.500
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
CONST BL
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61
STA 9+39.10 GRANITE AVENUE =STA 104+66.00 SQUANTUM ST_WEST SIDE
STA 9+49.52 GRANITE AVENUE =STA 110+00.00 SQUANTUM ST_EAST SIDE
STA 11+36.49 GRANITE AVENUE =STA 120+00.00 GUILFORD ROAD
L1
L
2
L
3
L
4
L6
L7
C
1
C
3
GRANITE AVENUE
GRANITE AVENUE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
S
8
9
°
0
4
'0
8
"
E
4
9
.
8
0
'
CONST BL
C
O
N
S
T
B
L
C
O
N
S
T
B
L
C
O
N
S
T
B
L
N
7
6
°
4
5
'
3
5
"
W
3
8
.
2
6
'
S
5
1
°
4
9
'
3
4
"
E
5
2
.
8
4
'
SURVEY TRAVERSE LINE
SURVEY TRAVERSE LINE
PROP TEMP
EASEMENT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 110+96.51
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 111+77.30
LIMIT OF MILLING
& RESURFACING
STA 10+40.38
N2921445.5324
E779574.6289
20
SCALE: 1" = 20'
0 50 100
60
77
54
_H
D (C
ON
ST
B
AS
EL
IN
E T
IE
S).D
WG
21
-Ju
n-2
01
6 1
2:2
7 P
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CONSTRUCTION BASELINE TIES
7
LEGEND & ABBREVIATION
- SURVEY CONTROL POINT
MAG - MAG NAIL
DH - DRILL HOLE
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
PROP MILLING &
RESURFACING
PROP CC SW
PROP GRAN CURB,
TYPE VA4 (TYP.)
REM TREE
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30
WCR2
WCR1
WCR3
WCR4
WCR5
WCR6
WCR7
WCR8
REM ISLAND
PROP FD PVMT
REM ISLAND
PROP FD PVMT
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61
DWY1
DWY2
GRANITE AVENUE
GRANITE AVENUE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
STA 9+39.10 GRANITE AVENUE =STA 104+66.00 QUANTUM ST_WEST SIDE
STA 9+49.52 GRANITE AVENUE =STA 110+00.00 QUANTUM ST_EAST SIDE
STA 11+36.49 GRANITE AVENUE =STA 120+00.00 GUILFORD ROAD
PROP MILLING &
RESURFACING
PROP MILLING &
RESURFACING
PROP MILLING &
RESURFACING
PROP MILLING &
RESURFACING
BEGIN PROP HWY GUARD
CONNECT TO EXIST
PROP HWY
GUARD (TYP.)
PROP HWY GUARD
TANGENT END TREATMENT
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 110+96.51
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 111+77.30
SAWCUT
SAWCUT
S
A
W
C
U
T
S
A
W
C
U
T
S
A
W
C
U
T
S
A
W
C
U
T
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
S
A
W
C
U
T
S
A
W
C
U
T
SAWCUT
PROP LOAM
BORROW & SEED
PROP LOAM
BORROW & SEED
PROP CC SW
PROP CC SW
PROP CC SW
PROP CC SW
PROP CC SW
PROP CC SW
PROP LOAM
BORROW & SEED
PROP CC SW
PROP CC SW
PROP LOAM
BORROW & SEED
PROP LOAM
BORROW & SEED
PROP LOAM
BORROW & SEED
PROP CC SW
PROP CC SW
PROP COMPOST
FILTER TUBE (TYP)
PROP LOAM
BORROW & SEED
PROP CC SW
PROP LOAM
BORROW & SEED
PROP CC SW
PROP CC SW
PROP LOAM
BORROW & SEED
PROP CC SW
PROP CC SW
PROP DWY
MILLING &
RESURFACING
R&D EXIST
HWY GUARD
PROTECT TREE
PROTECT TREE
WCR9
WCR10
PROP DWY
FULL DEPTH PVMT
PROP FD PVMT
PROP MILLING &
RESURFACING
LIMIT OF MILLING
& RESURFACING
STA 120+32.40
N2921445.5324
E779574.6289
PROP DWY
MILLING &
RESURFACING
PROP LOAM
BORROW & SEED
PROP TEMP
EASEMENT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
PROP LOS
PROP LOS
R&D EXIST GC
R&D
EXIST GC
R&D
EXIST GC
S
A
W
C
U
T
S
A
W
C
U
T
S
A
W
C
U
T
S
A
W
C
U
T
R&D
EXIST GC
R&D
EXIST GC
R&D
EXIST GC
PROP CAST
IN PLACE
CONC.
RETAINING
WALL
AT BACK
OF SW
PROP FD PVMT
20
SCALE: 1" = 20'
0 50 100
60
77
54
_H
D (C
ON
ST
P
LA
N).D
WG
21
-Ju
n-2
01
6 1
2:1
4 P
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CONSTRUCTION PLANS
HIGHWAY GUARD DETAILS
STA 103+37.30 LT CONNECT TO EXIST
STA 103+37.30 LT TO STA 104+00.63 LT - STEEL W BEAM HIGHWAY GUARD (SIGNAL FACED)
STA 104+00.63 LT TO STA 9+92.24 LT - STEEL W BEAM HIGHWAY GUARD - CURVED (SIGNAL FACED)
STA 9+92.24 LT TO STA 9+98.23 LT - STEEL W BEAM HIGHWAY GUARD (SIGNAL FACED)
STA 9+98.23 LT TO STA 10+35.73 LT - STEEL BEAM HIGHWAY GUARD TANGENT END TREATMENT
TRAFFIC SIGNAL CONDUIT
SEE SHEET 16
WATER SUPPLY ALTERATIONS
SEE SHEET 13
DRAINAGE DETAILS
8
NOTES:
1. FOR DRAINAGE AND UTILITY PLANS SEE SHEET 13.
SEE SHEET 13
NAVD 88
BASE ELEV
20.00
30
40
50
60
20
30
40
50
60
7+00
36.02
35.70
8+00
35.15
34.60
9+00
34.16
34.28
10+00
35.01
36.24
11+00
37.60
12+007+00 8+00 9+00 10+00 11+00 12+00
-0.65%
-1.10%
2.55%
3
.1
6
%
GR
AD
E B
RE
AK
S
TA
=
7+
15.97
ELE
V =
36.24
GR
AD
E B
RE
AK
S
TA
=
8+
00.00
ELE
V =
35.70
GR
AD
E B
RE
AK
S
TA
=
11+
36.49
ELE
V =
37.17
GR
AD
E B
RE
AK
S
TA
=
11+
87.29
ELE
V =
38.77
LOW POINT ELEV = 34.14
LOW POINT STA = 9+65.13
PVI STA = 9+95.00
PVI ELEV = 33.56
A.D. = 3.65%
K = 41.12
150' VC
PV
C: 9+
20
ELE
V: 34.38
PV
T: 10+
70
ELE
V: 35.47
249.0' HSD
Granite Avenue
Station=9+23.76
elev = 34.34
Granite Avenue
Station=9+39.10
elev = 34.22
Granite Avenue
Station=9+57.74
elev = 34.14
Granite Avenue
Station=9+49.52
elev = 34.17
BEGIN MILING & RESURFACING
STA =7+15.97
MEET & MATCH EXIST
END MILING & RESURFACING
STA =11+87.29
MEET & MATCH EXIST
STA 9+39.10 GRANITE AVENUE =STA 104+66.00 SQUANTUM ST_WEST SIDE
STA 9+49.52 GRANITE AVENUE =STA 110+00.00 SQUANTUM ST_EAST SIDE
PROP GRADE
EXIST GRADE
STA 11+36.49 GRANITE AVENUE =STA 120+00.00 GUILFORD ROAD
SQUANTUM STREET
EXIST GRADE
PROP GRADE
Granite Avenue
Station=11+36.49
elev = 37.17
GRANITE AVENUE
GUILFOD ROAD
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (P
RO
FIL
E).D
WG
21
-Ju
n-2
01
6 1
1:5
9 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
PROFILE
GRANITE AVENUE
9
FOR CONSTRUCTION PLAN:
SEE SHEET NO. 8
NAVD 88
BASE ELEV
20.00
30
40
50
20
30
40
50
103+00
34.67
34.17
104+00
34.01
103+00 104+00
-0.99%
1.3
2%
GR
AD
E B
RE
AK
S
TA
=
103+
25.79
ELE
V =
34.90
GR
AD
E B
RE
AK
S
TA
=
104+
35.72
ELE
V =
33.82
GRADE BREAK STA = 104+66.00
ELEV = 34.22
GRANITE AVE
STA 9+39.10 GRANITE AVENUE =STA 104+66.00 SQUANTUM ST_WEST SIDE
EXIST GRADE
PROP GRADE
SQUANTUM ST_WEST SIDE
BEGIN MILING & RESURFACING
STA =103+25.79
MEET & MATCH EXIST
NAVD 88
BASE ELEV
20.00
30
40
50
20
30
40
50
33.81
34.30
111+00
34.83
112+00111+00 112+00
-1.9
2%
0.97%
1.06%
GRADE BREAK STA = 110+00.00
ELEV = 34.17
GR
AD
E B
RE
AK
S
TA
=
110+
29.12
ELE
V =
33.61
GR
AD
E B
RE
AK
S
TA
=
111+
00.00
ELE
V =
34.30
GR
AD
E B
RE
AK
S
TA
=
111+
77.30
ELE
V =
35.12
STA 9+49.52 GRANITE AVENUE =STA 110+00.00 SQUANTUM ST_EAST SIDE
EXIST GRADE
PROP GRADE
GRANITE AVE
SQUANTUM ST_EAST SIDE
END MILING & RESURFACING
STA =111+77.30
MEET & MATCH EXIST
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (P
RO
FIL
E).D
WG
21
-Ju
n-2
01
6 1
2:0
0 P
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
PROFILES
SQUANTUM STREET
10
FOR CONSTRUCTION PLAN:
SEE SHEET NO. 8
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61
26.60'
28.35'
28.67'
25.33'
28.67'
25.33'
25.33'
2
3
.
0
0
'
2
2
.
9
4
'
2
2
.
7
9
'
2
1
.
9
6
' 2
1
.
4
6
'
2
1
.
0
9
'
2
0
.
0
0
'
27.00'
27.00'
27.00'
27.00'
27.00'
27.00'
17.00'
10.80'
2
4
.5
1
'
1
8
.7
2
'
1
4
.0
7
'
2
3
.0
0
'
1
7
.0
1
'
2
0
.8
0
'
2
2
.0
5
'
2
3
.0
0
'
C1
C2
C
3
C
4
C
5
C
6
C7
C8
C9
C10
C11
C12
C
1
3
C
1
4
C
1
5
PC
PT
PC
PT PC
P
T
P
C
P
T
P
C
PT
P
C
P
T
P
C
PT
PC
P
T
P
C
P
T
PC
PT
P
C
P
C
C
P
R
C
PT
P
C
P
C
C
PT
+26.79
+57.65
+69.10
+78.92
+06.92
+02.81
+62.62
+28.22
+92.24 +12.18
+40.88
+58.90+66.79
+70.53
+47.73
+81.69
+94.03
+06.15
+25.57
+38.39
+37.30
+50.92
+54.07
+72.47
+88.20
+00.63
8.0'
8.0'
6.5'
6.5'
8
.0
'
8
.0
'
5.0'
5.0'
5
.
0
'
5.0'
6
.0
'
5.0'
4.0'
5.0'
6
.
0
'
6
.
0
'
6
.
0
'
7.9'
6
.
0
'
6
.
0
'
6
.
0
'
6
.
0
'
6.0'
6.0'
4
'
4
'
4
'
10.0'
STA 9+39.10 GRANITE AVENUE =STA 104+66.00 SQUANTUM ST_WEST SIDE
STA 9+49.52 GRANITE AVENUE =STA 110+00.00 SQUANTUM ST_EAST SIDE
STA 11+36.49 GRANITE AVENUE =STA 120+00.00 GUILFORD ROAD
STA 10+50.17
OFF: 35.00'
STA 10+40.38
OFF: 33.50'
STA 10+40.38
OFF: 49.67'
STA 10+58.91
OFF: 43.50'
STA 10+98.00
OFF: 43.49'
STA 10+98.03
OFF: 33.50'
STA 11+03.03
OFF: 33.50'
STA 11+70.53
OFF: 26.00'
STA 120+43.36
OFF: 10.93'
STA 120+41.52
OFF: 12.58'
STA 111+20.70
OFF: 22.47'
STA 111+37.81
OFF: 29.07'
STA 111+54.26
OFF: 25.12'
STA 111+24.68
OFF: 31.72'
STA 110+95.30
OFF: 31.00'
STA 110+67.40
OFF: 49.96'
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 111+77.30
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 110+96.51
GRANITE AVENUE
CONSTRUCTION
SQUANTUM ST_WEST SIDE
CONSTRUCTION
SQUANTUM ST_EAST SIDE
CONSTRUCTION
GUILFORD ROAD
CONSTRUCTION
STA 120+76.85
OFF: 17.55'
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
PROP TEMP
EASEMENT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
LIMIT OF MILLING
& RESURFACING
STA 10+40.38
N2921445.5324
E779574.6289
+38.75
+87.61
1
2
'
STA 120+41.30
OFF: 12.65'
STA 120+63.71
OFF: 11.56'
PROP LOS
PROP LOS
STA 7+15.97
OFF: 26.28'
STA 11+87.29
OFF: 26.58'
STA 11+87.29
OFF: 17.00'
STA 7+64.20
OFF: 25.33'
STA 120+91.18
OFF: 9.91'
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
RADIUS
200.00'
200.00'
20.00'
200.00'
100.00'
80.00'
40.00'
200.00'
35.00'
500.00'
20.00'
15.00'
140.00'
140.00'
116.00'
LENGTH
10.83'
11.33'
42.03'
19.91'
17.99'
83.19'
46.41'
19.46'
64.99'
20.50'
33.57'
21.79'
27.20'
26.21'
45.45'
TANGENT
5.42'
5.67'
34.93'
9.96'
9.02'
45.80'
26.21'
9.74'
46.78'
10.25'
22.28'
13.33'
13.64'
13.14'
23.02'
DELTA
3° 06' 08"
3° 14' 44"
120° 24' 59"
5° 42' 16"
10° 18' 18"
59° 35' 01"
66° 28' 35"
5° 34' 26"
106° 23' 39"
2° 20' 57"
96° 10' 14"
83° 14' 18"
11° 07' 53"
10° 43' 31"
22° 26' 53"
20
SCALE: 1" = 20'
0 50 100
60
77
54
_H
D (C
UR
B T
IE
P
LA
N).D
WG
21
-Ju
n-2
01
6 1
2:0
0 P
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CURB TIE PLAN
11
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61
STA 9+39.10 GRANITE AVENUE =STA 104+66.00 SQUANTUM ST_WEST SIDE
STA 9+49.52 GRANITE AVENUE =STA 110+00.00 SQUANTUM ST_EAST SIDE
STA 11+36.49 GRANITE AVENUE =STA 120+00.00 GUILFORD ROAD
GRANITE AVENUE
GRANITE AVENUE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
RIM 33.04
BC 34.13
TC 34.63
BC 34.10
TC 34.52
34.57
34.30
34.03
34.36
34.40
34.33
34.20
34.28
33.98
BC 33.92
TC 34.25
34.26
BC=RIM= 33.50
TC 33.83
33.88
33.91
33.76
33.81
34.04
33.99
34.10
34.05
34.06
3
6
3
5
34
BC 34.38
TC 34.88
34.98
34.29
34.23
34.52
34.58
34.46
34.52
BC 34.16
TC 34.66
34.70
TC 35.91
BC 34.51
34.41
35.01
34.72
34.63
34.62
34.70
34.65
34.18
34.11
34.38
34.45
TC 34.37
RIM=BC= 33.87
TC 34.67
BC 34.25
TC 34.62
BC 34.20
TC 34.35
BC 33.93
TC 35.97
BC 35.47
35.40
TW 36.53
BW 36.03
TC 33.91
BC 33.41
TC=33.74
BC=RIM 33.24
TC 34.27
BC 33.77
34.45
33.95
34.01
TC 33.93
BC 33.43
TC 34.18
BC 33.68
TW 35.76
BW 35.48
TC 35.74
BC 35.24
TW 36.26
BW 35.79
TW 36.26
BW 35.77
TC 35.74
BC 35.24
PROP TEMP
EASEMENT LINE
33.16
33.21
TC 33.60
BC 33.10
33.83
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
PROP LOS
PROP LOS
33.78
33.71
33.82
33.76
TC 33.81
BC 33.31
33.84
34.42
34
36.50
TC 35.63
BC 35.13
TC 37.55
BC 37.05
36.66
3
5
3
5
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 110+96.51
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 111+77.30
LIMIT OF MILLING
& RESURFACING
STA 10+40.38
N2921445.5324
E779574.6289
20
SCALE: 1" = 20'
0 50 100
60
77
54
_H
D (G
RA
DIN
G P
LA
N).D
WG
21
-Ju
n-2
01
6 1
1:5
7 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
GRADING PLAN
12
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30
ADJ
RET HYD
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61
ADJ
RELOCATE UP
(BY OTHERS)
R
E
T
ADJ
ADJ
RET
ADJ
ADJ
RET
ADJ
ADJ
ADJ OHW
(BY OTHERS)
ADJ
RET
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
TMH
ADJ
REM EXIST TRAFFIC
SIGNAL EQUIPMENT
(SEE TRAFFIC SIGNAL PLANS)
ADJ
RET
RET
RET
RET
ADJ
ADJ
ADJ
R
E
T
RE
T
RE
T
RE
T
AD
J
A
D
J
RE
T
R
E
T
RET
RET
RET
ADJ
RET
RET
ADJ
RET
ADJ GG
R
E
T
A
D
J
ADJ
ADJ
13'-12" CPP
ABAN PIPE
& PLUG
PROP CBCI
STA 110+84.69 LT
RIM= 33.50
INV= 28.93
PROP CBCI
STA 9+21.99 RT
RIM= 33.04
INV= 29.54
51'-12" CPP
RET EMH
STREET LIGHT
& CONDUIT (TYP)
R
E
T
ADJ
R
E
T
R
E
T
G
A
S
RET
RET
RET
RET
RET
A
D
J
R
E
T
RE
T
R
E
T
ADJ
ADJ
R&R HYD
15'-6" DICL
RELOCATE
U.P. #55A
(BY OTHERS)
RELOCATE OHW
(BY OTHERS)
RET
RET
GRANITE AVENUEGRANITE AVENUE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
PROP CBCI
STA 9+62.39 LT
RIM= 33.24
INV= 29.74
ABAN PIPE
& PLUG
30'-12" CPP
ADJ
RIM= 33.22
R&S F&G
PROP F&G
ADJ
RIM= 33.87
R&S F&G
PROP F&G
ADJ
RIM= 34.75
R&S F&G
PROP F&G
RET
ABAN CB
R&S F&G
ABAN CB
R&S F&G
RET
RET
R
E
T
RETRET
ADJ
ADJ
ADJ
RE
T
RET
R
E
T
R
E
T
RET
PROP TEMP
EASEMENT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 110+96.40
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 111+77.30
LIMIT OF MILLING
& RESURFACING
STA 10+40.38
N2921445.5324
E779574.6289
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
RET
RET
RELOCATE OHW
(BY OTHERS)
RELOCATE OHW
(BY OTHERS)
20
SCALE: 1" = 20'
0 50 100
60
77
54
_H
D (D
RA
IN
AG
E &
U
TIL
IT
Y P
LA
N).D
WG
21
-Ju
n-2
01
6 1
1:4
1 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
DRAINAGE & UTILITY PLAN
13
UTILITY NOTES
1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL
DETERMINE THE EXACT 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 EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
2. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL DRAINAGE STRUCTURES AS
NECESSARY FOR CHANGES IN GRADE, AND RESET ALL WATER, SEWER, AND DRAINAGE FRAMES, GRATES,
AND BOXES TO THE PROPOSED FINISHED SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY
BRICK CONFORMING TO M4.05.2.
3. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS,
ELECTRIC, TELEPHONE, AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES.
4. ALL LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF 0.01 FOOT PER FOOT (MINIMUM) UNLESS
OTHERWISE SHOWN ON THE DRAWINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DIG SAFE BEFORE PERFORMING ANY
EXCAVATION TO DETERMINE THE LOCATIONS OF ANY UNDERGROUND UTILITIES.
6. ALL DRAINAGE CASTINGS SHALL BE INSTALLED FLUSH WITH THE PROPOSED FINISHED GRADE AND
BICYCLE SAFE DRAINAGE GRATES SHALL BE USED.
7. DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY
BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED
DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY
THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF
THE DRAINAGE SYSTEM SHALL ANY STRUCTURE BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE
UP TO A DEPTH OF 5' SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5'
WILL BE PAID UNDER CLASS B TRENCH EXCAVATION. .
8. ALL EXISTING DRAINAGE STRUCTURES AND LATERAL DRAIN PIPES TO BE RETAINED OR ALTERED WILL
REQUIRE SEDIMENT REMOVAL.THIS INCLUDES ALL DRAIN ELEMENTS WITHIN THE EXISTING DRAINAGE
SYSTEM THAT MAY FALL OUTSIDE OF THE LIMIT OF WORK..
LEGEND:
EXISTING PROPOSEDUTILITY
ELECTRIC
GAS-OIL-STEAM
COMMUNICATION / CATV
PORTABLE WATER
SEWER
DRAINAGE
ELECTRIC/COMM/CATV OHW
TRAFFIC CONDUIT
UTILITY MANHOLE
UTILITY POLE
1
1
1
1
1
2
1
1
0
1
0
2
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12 13
1
2
1
122
120
+11.3
4
BWL
DBYL
SWL
BWL
DBYL
SWL
SWL
SWL
SWL
SWL
DW
L
DW
L
BWL
DBYL
SWL
DWL
DWL
SWL
DBYL
SWL
SL
CW
TURN
RIGHT
MUST
RIGHT
LANE
R&S
GUILFORD RD
TURN
RIGHT
MUST
RIGHT
LANE
GRANITE AVE
SQUANTUM ST
5.0'
11.0'
11.0'
11.0'
11.0'
5.0'
R&S
R&S
DBYL
SWL
BW
L
SW
L
RET
R&S
R&S
R&S
R&S
R&S
R&S
PROP R3-8c
R10-22
PROP R3-8b
R10-22
PROP R3-8d
R10-22
PROP R3-8a
PROP R4-4
215
PROP MBTA-1PROP W4-2L
1
1
.
0
'
0
.
8
'
1
7
.
0
'
1
1
.
0
'
1
.
0
'
1
1
.
0
'
1
.
0
'
1
9
.
0
'
1
1
.
0
'
1
.
0
'
5.0'
11.0'
11.0'
11.0'
11.0'
5.0'
215
PROP MBTA-1
R&S
PROP R1-1
1
1
.0
'
1
1
.0
'
1
.8
'
1
.0
'
V
A
R
IE
S
PROP D3-1b
R10-11b
PROP D3-1b
R10-11b
PROP D3-1a
PROP R10-11b
PROP
R10-11b
8.9'
11.0'
11.0'
5.8'
VA
RIE
S
PROP
R3-8a
PROP R3-8d
PROP R3-8c
PROP
R3-8b
CW
CW
C
W
CW
S
W
L
D
B
Y
L
S
W
L
S
W
L
S
W
L
D
B
Y
L
S
W
L
S
W
L
L
I
M
I
T
O
F
S
I
G
N
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
S
M
E
E
T
A
N
D
M
A
T
C
H
E
X
I
S
T
S
T
A
1
0
2
+
2
0
±
L
I
M
I
T
O
F
S
I
G
N
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
S
M
E
E
T
A
N
D
M
A
T
C
H
E
X
I
S
T
S
T
A
1
2
0
+
9
1
±
L
IM
IT
O
F
S
IG
N
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
IN
G
S
M
E
E
T
A
N
D
M
A
T
C
H
E
X
IS
T
S
T
A
1
1
1
+
8
0
±
LIM
IT
O
F S
IG
N A
ND
PA
VE
ME
NT
M
AR
KIN
GS
ME
ET
A
ND
M
AT
CH
E
XIS
T
STA 12+50 ±
DWLEx
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
PROP R7-107bN
PROP
R7-107bN
PROP W4-2R
PROP TEMP
EASEMENT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
PROP MAST ARM
POST FDN. (TYP.)
PROP SIGNAL
POST FDN. (TYP.)
PROP SIGNAL
CABINET (TYP.)
PROP D3-1C
PROP D3-1a
R&S
SL
SL
S
L
R&S
R&S
6
8.9'
11.0'
11.0'
5.8'
VA
RIE
S
PROP
R3-8a
LIM
IT
O
F S
IG
N A
ND
PA
VE
ME
NT
M
AR
KIN
GS
ME
ET
A
ND
M
AT
CH
E
XIS
T
STA 5+60 ±
STREET
LAYOUT LINE
STREET
LAYOUT LINE
TRAFFIC SIGN & PAVEMENT MARKINGS
20
SCALE: 1" = 20'
0 50 100
60
77
54
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
14
CO
NT
IN
UE
D
BE
LO
W
CO
NT
IN
UE
D
AB
OV
E
TRAFFIC SIGN AND PAVEMENT MARKINGS NOTES
1. ALL EXISTING SIGNS AND SIGN POSTS WITHIN THE PROJECT
LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE
PLANS.
2. ALL PROPOSED PAVEMENT MARKINGS WITHIN THE LIMIT OF
WORK SHALL BE THERMOPLASTIC. ALL EXISTING PAVEMENT
MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT
MARKINGS SHALL BE REMOVED.
3. ALL PROPOSED SIGN POSTS SHALL BE P-5 TYPE (TELESCOPIC
POST) UNLESS NOTED OTHERWISE.
4. PROPOSED PAVEMENT MARKINGS (LEGENDS & ARROWS) SHALL
BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF
MUTCD & MASSDOT STANDARD DRAWINGS.
5. ALL PROPOSED SIGNS SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF MUTCD AND MASSDOT STANDARDS.
6. EXACT LOCATIONS OF PROPOSED SIGNS SHALL BE DETERMINED
BY THE ENGINEER IN THE FIELD.
7. ALL SIGN PANELS SHALL BE 90° TO THE CURB AND FACING THE
FLOW OF TRAFFIC EXCEPT PARKING REGULATIONS AND MBTA
SIGNS.
8. ALL SIGNS TO BE R&R SHALL BE MOUNTED ON NEW POSTS,
UNLESS OTHERWISE NOTED.
9. SIGNS TO BE MOUNTED NEAR THE CURB LINE SHALL BE SET
BACK 12" FROM THE EDGE OF THE SIGN PANEL TO THE CURB
LINE. NO SIGN SHALL OVERHANG THE CURB LINE.
10. ALL SIGNS SHALL BE MOUNTED TO PROVIDE A 7.0' MINIMUM
CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND FINISH
GRADE EXCEPT OBJECT MARKER SIGNS.
11. SEE SHEET 15 FOR PROPOSED SIGN LEGENDS.
12. SEE SHEET 2 FOR LEGENDS, ABBREVIATIONS, AND GENERAL
NOTES.
TRAFFIC SIGN SUMMARY SHEET
TRAFFIC SIGN SUMMARY
60
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
15
215
P
1
1
1
1
1
2
1
1
0
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
120
+11.3
4
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
PROP 40' MAST ARM
POST, BASE, & FDN
W/ VEHICULAR HOUSINGS
W/ PED HOUSINGS
W/ APS PUSH BUTTON
SIGN & SADDLES
P1
PROP SERVICE CONNECTION
RISER TO EXIST UP
PROP 40' MAST ARM
POST, BASE, & FDN
W/ VEHICULAR HOUSINGS
PROP TS2-TYPE 1 CONTROLLER,
SIZE P CABINET, & FOUNDATION
PROP 3" CONDUIT (TYP)
PROP 12" x 12"
PULLBOX (TYP)
PROP PRE-EMPTION
CONFIRMATION
STROBE (WHITE)
PRE-EMPTION
RECEIVER (TYP)
P2
P3
P4
P5
P6
P7
P8
A
B
C
D
H
J
K
L
M
N
D1
D4
D3
D2
PROP 8' SIGNAL POST,
BASE, & FDN
W/ PED HOUSING
W/ APS PUSH BUTTON
SIGN & SADDLE (TYP)
PROP TYPE D-1 BICYCLE
LOOP DETECTOR (TYP)
PROP ROADWAY
LOOP DETECTOR (TYP)
SEE NOTES THIS SHEET
PROP TEMP
EASEMENT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
STREET
LAYOUT LINE
STREET LAYOUT LINE
STREET LAYOUT LINE
TRAFFIC SIGNAL PLAN
20
SCALE: 1" = 20'
0 50 100
60
77
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
16
TRAFFIC SIGNAL NOTES:
1. REMOVE AND STACK ALL EXISTING SIGNAL EQUIPMENT AT THIS INTERSECTION UNLESS
OTHERWISE NOTED.
2. ABANDON ALL EXISTING SIGNAL CONDUITS IN PLACE UNLESS OTHERWISE NOTED.
3. REMOVE AND STACK ALL EXISTING SIGNAL POST, & MAST ARM FOUNDATIONS, AND TRAFFIC
PULL BOXES.
4. CONSTRUCTION OF THE TRAFFIC CONTROL SIGNAL SYSTEM SHALL CONFORM TO THE
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION'S (MASSDOT) "STANDARD
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES", 1988 ED. AS AMENDED, THE 2015 OVERHEAD
SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, THE 2009 FEDERAL HIGHWAY
ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", (MUTCD) LATEST
EDITION AS AMENDED, AND THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND
HIGHWAY LIGHTING.
5. ALL VEHICLE INDICATIONS MOUNTED ON MAST ARMS SHALL BE FIXED MOUNTED AND BE
EQUIPPED WITH 5" LOUVERED BACKPLATES.
6. POLE MOUNTED SIGNALS SHALL BE MOUNTED TO PROVIDE A 2 FOOT MINIMUM CLEARANCE
BETWEEN VERTICAL PROJECTION OF THE CURB LINE AND SIGNAL VISOR. PROVIDE SPECIAL
MOUNTING HARDWARE AS REQUIRED.
7. ALL SIGNAL CONDUITS CROSSING ROADWAY SHALL BE ENCASED IN CONCRETE.
8. SEE SHEET 14 FOR PROPOSED SIGN AND PAVEMENT MARKING.
NOTES:
1. ALL SIGNALS SHALL HAVE CAP VISORS.
2. ALL SIGNALS SHALL BE 12" LED WITH 5" LOUVERED BACKPLATES.
3. ALL BACKPLATES SHALL BE A 3" RETROREFLECTIVE BORDER.
4. ALL PED INDICATORS SHALL HAVE SUN CAP VISORS.
PROPOSED SIGNAL IDENTIFICATION
16" L.E.D
ONE SECTION DUAL
DISPLAY W/ COUNTDOWN
P1,P2,P3,P4
P5,P6,P7,P8
AL
L 1
2" L
EN
S
G
R
Y
A,B,C,D,
E,M,N
AL
L 1
2" L
EN
S
G
R
Y
A,C,E,
F,G,H
G
Y
R
B,D
AL
L 1
2" L
EN
S
G
Y
P5,P6,P8
EXISTING SIGNAL IDENTIFICATION
NOTES:
1. REMOVE AND STACK (R&S) EXISTING EQUIPMENT.
P1,P2,P3
P4,P7
G
Y
R
F,G
AL
L 1
2" L
EN
S
G
Y
J,K
AL
L 1
2" L
EN
S
G
R
G
Y
H,L
AL
L 1
2" L
EN
S
G
R
Y
TRAFFIC SIGNAL DATA PLAN
60
77
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
17
NEMA DUAL RING PHASING NOTES:
Ø 2
Ø 6
Ø 1
Ø 5
Ø 4Ø 3
Ø 8Ø 7
OPER.
FLASH
SEQUENCE AND TIMING FOR FULL ACTUATED CONTROL (ISOLATED)
PEDESTRIAN CLEARANCE
WALK (W)
RED CLEARANCE
YELLOW CLEARANCE
RECALL
MEMORY
MAXIMUM 2
MAXIMUM 1
PASSAGE TIME (VEHICLE)
MINIMUM GREEN (INITIAL)
STREET
HOUSINGSDIRECTION1 2
TIMING IN SECONDS
EM
ER
GE
NC
Y
43 5 6 7 8 9 1310 11 12 1514
ON
LY
19 20 21 25 26 27181716
DETECTOR
1b
2b
2
1
NUMBER
B=PRES.
A=PULSE
MODE
ØØNUM. OFLOOPCHANNELAMPLIFIER
21
2
2
2
1
NUMBER
1
NUMBER
1
SIZE CALLEDTURNS EXT.
LOOP DETECTOR DATA
EXT.DELAY
TIMETIME
3b
3
3
3
2
1
MAJOR ITEMS REQUIRED
CONTROLLER NEMA 8 PHASE TS2-TYPE 1, CAB., & FDN.
PEDESTRIAN PUSH BUTTON, SIGN & SADDLES (APS)
DUAL CHANNEL LOOP DETECTOR AMPLIFIER (CARD RACK)
16" PEDESTRIAN COUNTDOWN HOUSING, TYPE L.E.D. (INT'L SYMBOL)
8' SIGNAL POLE, BASE, & FDN.
ROADWAY LOOP DETECTOR (SEE LOOP DETECTOR DATA TABLE)
12" X 12" PULL BOX
SERVICE CONNECTION, TYPE OVERHEAD
QUANTITYITEM
EMERGENCY VEHICLE PRE-EMPTION PHASE SELECTOR MODULE-DUAL CHANNEL
PRE-EMPTION CARD RACK
EMERGENCY VEHICLE PRE-EMPTION CONFIRMATION STROBE (WHITE)
1
2
1
7
8
8
8
1
1
32
16
6
6
2
2
2
2
-
-
-
-
-
-
-
-
-
-
-
-
B3@6'X6'
B1@6'X6'
B3@6'X6'
B1@6'X12'
B3@6'X12'
B1@6'X12'
3
3
3
3
3
3
6
6
2
2
2
2
Ø 9
EMERGENCY VEHICLE PRE-EMPTION RECEIVER-SINGLE CHANNEL4
811.31
81
6.0
1
2322 24
(PED.)
(PED.)
PAY ITEM
EMERGENCY VEHICLE PREEMPTION SCHEDULE
APPROACH
WESTBOUND
EASTBOUND
NORTHBOUND
SOUTHBOUND
Ø4 & Ø7
PREEMPTION
PHASE
NEXT PHASE
CALLED
EMERGENCY VEHICLE PREEMPTION OPERATION:
1. EMERGENCY VEHICLE PREEMPTION SHALL BE ACTUATED BY AN
OPTICAL SIGNAL FROM AN OPTICAL EMITTER MOUNTED ON AN
EMERGENCY VEHICLE AND RECEIVED BY AN OPTICAL
DETECTOR LOCATED AT INTERSECTION. A SEPARATE
RECEIVING DETECTOR IS REQUIRED FOR EACH DETECTED
APPROACH.
2. PREEMPTION SIGNALS FROM MULTIPLE APPROACHES SHALL BE
SERVICED ON A FIRST DETECTED FIRST SERVED BASIS.
3. IN RESPONSE TO A PREEMPTION SIGNAL RECEIVED AT AN
INTERSECTION BY AN OPTICAL DETECTOR, THE CONTROLLER
SHALL TIME THE CLEARANCE INTERVALS OF THE ACTIVE PHASE
(IF DIFFERENT THAT TO BE SERVICED) AND ADVANCE TO
AND/OR HOLD IN EMERGENCY VEHICLE PREEMPTION PHASE
UNTIL PREEMPTION SIGNAL CEASES. THE CONTROLLER SHALL
THEN TIME CLEARANCES AND SIMILARLY SERVICE OTHER
EMERGENCY VEHICLE PREEMPTION SEQUENCES IN THE ORDER
RECEIVED (IF RECEIVED) OTHERWISE, RESUME NORMAL
PREFERENTIAL PHASE SEQUENCE.
4. PREEMPTION MINIMUM GREENS SHALL BE SIX SECONDS.
5. NORMAL CLEARANCES SHALL BE PROVIDED ON PHASES THAT
ARE TERMINATED BY PREEMPTION DEMAND.
6. ACTUAL TIMING FOR PREEMPTION SHALL BE DETERMINED IN
THE FIELD IN COORDINATION WITH THE FIRE DEPARTMENT AND
SHALL BE APPROVED BY MASSDOT PRIOR TO OPERATION.
1. PHASES ASSOCIATED BY A SOLID LINE SHALL NOT
OPERATE CONCURRENTLY.
2. PHASES ASSOCIATED BY A DASHED LINE MAY
OPERATE CONCURRENTLY.
3. THROUGH MOVEMENTS MAY INCLUDE RIGHT TURNS.
4. 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 SHALL NOT CHANGE
DURING THE CHANGE INTERVAL(S) UNLESS
OTHERWISE NOTED.
GRANITE AVENUE NB A,B,C
SB D,E
SB-RT F,G
EB-LT H
EB J,K
G
G Y R
FY
FY
FY
FRL
FR
PEDESTRIAN CROSSING
PEDESTRIAN CROSSING
PEDESTRIAN CROSSING
PEDESTRIAN CROSSING
NB-SB
EB-WB
NB-SB
EB-WB
P1,P2
P3,P4
P5,P6
P7,P8
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
DW DW DW
W FDW DW
W FDW DW
W FDW DW
W FDW DW
OFF
OFF
OFF
OFF
10
3
22
31
5
1
10
3
17
22
4
1
10
3
22
31
5
1
-
-
-
-
-
3
7
20
NON-LOCKING NON-LOCKING NON-LOCKING LOCKING
4
4b
5
5b
7
7b
14
24
15
25
17
27
3@6'X6' 3
3
3
3
3
3
1@6'X6'
3@6'X6'
1@6'X6'
1@6'X6'
1@6'X6'
6
6 B
B
6
6
7
7 B
B7
7
3
3 B
B
3
3
--
--
--
--
--
--
Plus all necessary duct, cable, labor, miscellaneous material and
equipment to complete the installation.
R R R
MAX 2: 3:00 PM - 7:00 PM
MAX 1: ALL OTHER TIMES
* PEDESTRIAN PHASE PUSH BUTTON ACTUATED ONLY.
PREFERENTIAL PHASING SEQUENCE
Ø 4 & Ø 7 Ø 2 & Ø 6
5" 5-SECTION BACKPLATES (LOUVERED) WITH 3" RETROREFLECTIVE BORDER2
WB-LT L
Y R R R R R R RR R R R R R
R R R
R R R R R R G Y R R R R R R R
FRL
DW DW DW
DW DW DW
DW DW DW
DW DW DW
NON-LOCKING
D1
D2
D3
D4
PREEMPTION
RECEIVER
Ø3 & Ø8
4
3
17
22
4
1
(SEC)
R R R
WB M,NFR
40 FT TYPE II, GALV. STEEL MAST ARM ASSEMBLY , BASE & FDN. 2
2 WAY, 3 SECTION, SIGNAL HOUSING (12" L.E.D.)3
5" 3-SECTION BACKPLATES (LOUVERED) WITH 3" RETROREFLECTIVE BORDER9
6
16
33@6'X6' 4 B4
--
6b
26
31@6'X6' 4 B4
--
8
18
33@6'X6'
8
B
8 --
8b
28
31@6'X12'
8
B
8 --
OFFMAX OFF MAX
OFF
GRANITE AVENUE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
NOTES:
1. ALL SIGNALS SHALL HAVE CAP VISORS.
2. ALL SIGNALS SHALL BE 12" LED WITH 5" LOUVERED BACKPLATES.
3. ALL BACKPLATES SHALL BE A 3" RETROREFLECTIVE BORDER.
4. ALL PED INDICATORS SHALL HAVE SUN CAP VISORS.
PROPOSED SIGNAL IDENTIFICATION
16" L.E.D
ONE SECTION DUAL
DISPLAY W/ COUNTDOWN
P1,P2,P3,P4
P5,P6,P7,P8
AL
L 1
2" L
EN
S
G
R
Y
A,B,C,D,
E,M,N
H,L
AL
L 1
2" L
EN
S
G
Y
R
F,G
AL
L 1
2" L
EN
S
G
Y
J,K
AL
L 1
2" L
EN
S
G
R
G
Y
GRANITE AVENUE
GRANITE AVENUE
R R R
SQUANTUM STREET
SQUANTUM STREET
SQUANTUM STREET
SQUANTUM STREET
RL RL RL
RL RL RL
RL RL RL
RL RL RL
RL RL RL
RL RL RL
RL RL RL RL RL RL
RL RL RLRL RL RL
R R R
R R R
G/GL Y R
R R R
R R R
R R R
R R R R R R
R R RG Y R
Ø 9* Ø 3 & Ø 8
(PED.)
OL
TECHNICAL NOTES:
1. ANY PHASE NOT CALLED WILL BE SKIPPED. SIGNAL INDICATION WILL NOT CHANGE
IF THE ASSIGNED RIGHT-OF-WAY DOES NOT CHANGE DURING THE NEXT PHASE
CALLED.
2. FLASHING OPERATION PER MUTCD SECTION 4D.28 THROUGH SECTION 4D.31
Ø2 & Ø6
Ø2 & Ø6
Ø2 & Ø6Ø3 & Ø8
Ø2
Ø6
2 WAY, 3 SECTION & 4 SECTION, SIGNAL HOUSING (12" L.E.D.)2
1 WAY, 5 SECTION, SIGNAL HOUSING (12" L.E.D.)1
2 WAY, 3 SECTION & 5 SECTION, SIGNAL HOUSING (12" L.E.D.)1
5" 4-SECTION BACKPLATES (LOUVERED) WITH 3" RETROREFLECTIVE BORDER2
DW DW DW
DW DW DW
DW DW DW
DW DW DW
10
3
17
22
4
1
NON-LOCKING
R R R
R/GR R/YR R
R R R
OFF
OL
GL YL RL
RL RL RL
R R R
R R R
R R R
R R R
R R R
DW DW DW
DW DW DW
DW DW DW
DW DW DW
NON-LOCKING
4
3
17
22
4
1
OFF
RL RL RL
GL YL RL
R R R
R R R
G
R
Y
1
1
1
1
1
2
1
1
3
1
1
0
1
0
1
1
0
2
1
0
3
1
0
4
+
3
9
.
0
0
1
0
0
+
6
6
.
0
0
34
56
78
910
1112
1314
1516
1718
1
2
1
122
120
+11.3
4
N
WORK ZONE
3
6
5
'
5
0
'
1
0
0
'
3
6
5
'
100'
250'1745'
5
0
'
(R2-10a)
(48"X36")
(W20-1)
(36"X36")
(R2-10a)
(48"X36")
(W20-1)
(36"X36")
(R2-10e)
(36"X48")
(W20-1)
(36"X36")
(R2-10e)
(36"X48")
(W20-1)
(36"X36")
(R2-10a)
(48"X36")
(R2-10e)
(36"X48")
(W20-1)
(36"X36")
(R2-10a)
(48"X36")
(R2-10e)
(36"X48")
GRANITE AVENUE
GRANITE AVENUE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
50
SCALE: 1" = 50'
0 100 150 200
60
77
54
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TC
P).D
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21
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01
6 1
1:3
1 A
MP
lo
tte
d o
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
18
TEMPORARY TRAFFIC CONTROL PLAN
LIMIT OF WORK
DIRECTION OF TRAVEL
SIGN
WORK ZONE
1. ALL TRAFFIC MANAGEMENT AND WORK ZONE TRAFFIC CONTROL MEASURES SHALL CONFORM TO THE REQUIREMENTS
OF THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), THE STANDARD SPECIFICATIONS, THE
PROJECT SPECIAL PROVISIONS AND THE FOLLOWING NOTES.
2. THE TRAFFIC MANAGEMENT PLANS CONTAINED HEREIN ARE GIVEN AS A GUIDE FOR TYPICAL WORK ZONE TRAFFIC
CONTROL APPLICATIONS FOR THE TYPES OF WORK ANTICIPATED FOR THIS PROJECT. THEY ARE NOT INTENDED TO
COVER ALL POSSIBLE CONSTRUCTION OPERATIONS WHICH THE CONTRACTOR MAY CHOOSE TO EMPLOY. WORK ZONE
TRAFFIC CONTROL FOR OTHER CONSTRUCTION OPERATIONS OR OTHER TRAFFIC SITUATIONS IF APPLICABLE SHALL
BE IN ACCORDANCE WITH THE 2009 M.U.T.C.D. AND AS APPROVED OR DIRECTED BY THE ENGINEER.
3. ABUTTER ACCESS SHALL NOT BE CLOSED EXCEPT FOR SHORT PERIODS AND ONLY WITH THE APPROVAL OF THE
ENGINEER.
4. GRADE DIFFERENCES IN EXCESS OF 2" DURING NON-WORKING HOURS WILL REQUIRE DELINEATION BY USE OF DRUMS.
5. GRADE DIFFERENCES IN EXCESS OF 4" DURING NON-WORKING HOURS SHALL BE PROTECTED BY BACKFILLING WITH A
TRANSITION OF GRAVEL OR OTHER MATERIAL TO BE COMPACTED AT A 4:1 SLOPE, AND DELINEATED BY DRUMS.
6. CONSTRUCTION SIGNS NOT APPLICABLE TO VARIOUS STAGES OF CONSTRUCTION SHALL BE REMOVED OR COVERED.
7. USE W20-7b SIGNS ONLY WHEN POLICE OFFICER IS DIRECTING TRAFFIC. THEY SHALL BE TAKEN DOWN OR COVERED
AT THE CLOSE OF EACH OPERATION.
8. MAINTAIN PEDESTRIAN ACCESS THROUGH THE WORK AREA AT ALL TIMES. THE POLICE DETAIL SHALL PROVIDE
CONTROL TO CROSS PEDESTRIANS ON ROADWAY TO SIDEWALK. PROVIDE TEMPORARY CROSSWALKS AND RAMPS AS
NEEDED AND AS DIRECTED BY THE ENGINEER.
9. ALL CONSTRUCTION SIGNING AND OTHER TRAFFIC MAINTENANCE DEVICES SHALL CONFORM WITH THE 2009 MUTCD
AS AMENDED, NCHRP 350, AND MASSDOT STANDARDS.
10. ADVANCE WARNING SIGNS NO LONGER APPLICABLE, WHICH MIGHT CREATE CONFUSION IN THE MINDS OF VEHICLE
OPERATORS, SHALL EITHER BE COVERED OR REMOVED AS SOON AS POSSIBLE. NO SIGN SHALL BE VISIBLE TO
TRAFFIC THAT MAY CONFLICT WITH ACTUAL ROADWAY CONDITIONS.
11. ALL DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.
12. THE CONTRACTOR SHALL USE TEMPORARY PATCHING OR BEVELED STEEL PLATES TO COVER PIPE TRENCHES AND
OTHER EXCAVATED HOLES NOT COMPLETED BY THE END OF EACH WORK DAY.
14. ALL DRUMS WITH FLASHERS, SIGNS AND SIGN SUPPORTS MUST PASS THE CRITERIA SET FORTH IN NCHRP 350 AND
MASH RECOMMENDED PROCEDURES FOR THE SAFETY EVALUATION OF HIGHWAY FEATURES.
15. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH WILL BE MEASURED FROM
THE EDGE OF DRUMS OR CONES.
16. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO AVOID PLACING TEMPORARY TRAFFIC CONTROL DEVICES ON
PRIVATE PROPERTY. IF SUCH PLACEMENT ON PRIVATE PROPERTY IS UNAVOIDABLE, IT SHALL BE DONE WITH THE
APPROVAL OF THE ENGINEER.
17. ORANGE CONSTRUCTION FLAGS MAY BE USED ON ADVANCE WARNING SIGNS AS DIRECTED BY THE ENGINEER. FLAGS
SHALL BE A MINIMUM OF 16" X 16".
18. MAINTAIN EXISTING PAVEMENT MARKINGS WHERE APPLICABLE. WHEN LANES SHIFT, IF NECESSARY, EXISTING
MARKINGS SHALL BE REMOVED AND TEMPORARY PAVEMENT MARKING SHALL BE PROVIDED.
19. AT THE END OF EACH WORK DAY, NO TRAFFIC CONTROL DEVICES SHALL REMAIN IN THE ROADWAY AND ALL LANES
SHALL BE OPEN FOR TRAFFIC FLOW.
20. THE CONTRACTOR MAY PROPOSE TO USE A DIFFERENT SEQUENCE OF WORK AREAS THAN WHAT IS BEING PROPOSED
IN THESE DOCUMENTS. THE CONTRACTOR SHALL SUBMIT PHASING AND TRAFFIC MANAGEMENT PLANS FOR
APPROVAL BY THE ENGINEER.
21. MAXIMUM SPACING OF CHANNELIZING DEVICES IN A TAPER IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. (20'
SPACING TYPICAL ON TAPER, 35' SPACING TYPICAL ON TANGENTS.)
22. CHANNELIZATION WILL BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC DRUMS OR CONES.
25. THE FIRST FIVE DRUMS OF A TAPER SHALL HAVE TYPE A LIGHTS.
26. POLICE DETAIL SHALL BE USED WHILE SETTING UP THE TEMPORARY TRAFFIC CONTROL DEVICES ON THE ROADWAY.
60
77
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TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
P/F
NUMBER OF LANES
NUMBER
OF
STUDIES
AVERAGE CAPACITY
MEASURED AVERAGE WORK ZONE CAPACITIES
LEGEND:
NOTES:
ROAD TYPE
DISTANCE BETWEEN SIGNS **
BA C
SUGGESTED WORK ZONE WARNING SIGN SPACING
STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED
SPEED*
(mph)
DISTANCE
(ft)
SPEED*
(km/h)
DISTANCE
(m)
TYPE OF TAPER TAPER LENGTH (L)*
TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES
SPEED LIMIT (S) TAPER LENGTH (L)
FEET
FORMULAS FOR DETERMINING TAPER LENGTHS
SPEED LIMIT (S) TAPER LENGTH (L)
Meters
24" (MIN.)
REFLECTORIZED
DRUM
LIMIT OF EXCAVATION
TEMPORARY BIT.
CONC. PAVEMENT
GRAVEL BORROW/SUBBASE
EXIST.
PAVEMENT
TRAVEL WAY
WORK AREA
DIRECTION OF TRAFFIC
W8-3
OR
W8-8
OR
W8-1
* - INCREASE SLOPE RATIO
FOR HIGHER SPEEDS
C
Depth≥4"
12*
1
1
4
19
TEMPORARY TRAFFIC CONTROL PLAN
P
B
MUST
R3-7R
B
W20-7b
W4-7L
W4-2L
W20-7b
W20-7b
B
A
L
BUFFER
L/2
W20-5L
A
W20-7b
A
A
60
77
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SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
BA
WORK
ZONE BUFFER A BL/2
DOWNSTREAM
TAPER
100 FT (30m) MAX
W5-1
W1-4R
W5-1
W1-4R
W1-4L
L/2
W1-4L
BUFFER
L/3
W5-1W30-8R
BA
4S
(0.8S)
BUFFERWORK ZONEBUFFERL/2
B A
4S
(0.8S)
R4-7
R4-7
50 FT
(15m)
L/2
W30-8R
W5-1
WORK
ZONE
100FT
(30m) MAX.
100FT
(30m) MAX.
BUFFER
100-150FT
(30-45m)
W20-7b
W20-4
W13-1p
XX
M.P.H.
W20-4
W13-1p
XX
W20-7b
P/F
OR
W20-7
OR
P/F
A B
AB
M.P.H.
W20-7
20
TEMPORARY TRAFFIC CONTROL PLAN
RIGHT
SHOULDER
CLOSED
60
77
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SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
21
TEMPORARY TRAFFIC CONTROL PLAN
CONSTRUCTION SIGN SUMMARY
60
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SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
22
TEMPORARY TRAFFIC CONTROL PLAN
HEIGHTWIDTH
SIZE OF SIGN
W1-4bL
W1-4bR
W13-1p
W8-8
W8-3
W4-2L
W20-5L
IDENTIFI-
CATION
NUMBER
#
REQ'D
UNIT
AREA
S.F.
AREA IN
SQUARE
FEET
SIGN
DIAGRAM
W30-8R
W5-1
36" 36" 2 9.00 18.00
36" 36" 2
36" 36" 2 9.00 18.00
24" 24" 2 4.00 8.00
36" 36" 2 9.00 18.00
36" 36" 2 9.00 18.00
36" 36" 2 9.00 18.00
36" 36" 2 9.00 18.00
36" 36" 2 9.00 18.00
ROUGH
ROAD
W20-1 36" 36" 6 9.00 54.00
ROAD
WORK
AHEAD
9.00 18.00
M.P.H.
XX
PAVEMENT
ENDS
HEIGHTWIDTH
SIZE OF SIGN
IDENTIFI-
CATION
NUMBER
#
REQ'D
UNIT
AREA
S.F.
AREA IN
SQUARE
FEET
SIGN
DIAGRAM
R4-7 24" 30" 2 5.00 10.00
R3-7R 30" 30" 2 6.25 12.50
W4-7L 36" 36" 1 9.00 9.00
R2-10a 48" 36" 4 12.00 48.00
R2-10e 36" 48" 5 12.00 60.00
W20-7b 36" 36" 4 9.00 36.00
POLICE
OFFICER
AHEAD
NO. OF SIGNS ARE ESTIMATED FOR BIDDING PURPOSES ONLY*
* *
R9-9 24" 12" 4 2.00 8.00
R9-11R 24" 18" 2 3.00 6.00
R9-11L 2 3.00 6.0024" 18"
RIGHT
SHOULDER
CLOSED
W21-5a 36" 36" 2 9.00 18.00
ONE LANE
ROAD
500 FT
W20-4 36" 36" 2 9.00 18.00
W1-4L
W1-4R
36" 36" 2 9.00 18.00
36" 36" 2 9.00 18.00
W20-7 36" 36" 2 9.00 18.00
W4-2R 36" 36" 2 9.00 18.00
W11-2 4 6.25 25.0030" 30"
W16-7PL 4 3.00 12.0024" 18"
W20-5R 36" 36" 2 9.00 18.00
RIGHT LANE
CLOSED
XX FT
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
STAGE 1 WORK ZONE
STAGE 1 WORK ZONE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
MAINTAIN SIGNALIZED INTERSECTION
22'
M
IN
1
1
'
M
I
N
1
1
'
M
I
N
ONE LANE CLOSURE
AS REQUIRED
20
SCALE: 1" = 20'
0 50 100
60
77
54
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WG
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CONSTRUCTION PHASING PLAN
23
1. REMOVE EXISTING CURB & MEDIAN ISLANDS ON SQUANTUM
STREET. INSTALL FULL DEPTH PAVEMENT.
1. THESE STAGING PLANS ARE SUGGESTED ONLY AND REFLECT TYPICAL WORK ZONE TRAFFIC MANAGEMENT. THEY ARE NOT
INTENDED TO COVER ALL CONSTRUCTION OPERATIONS WHICH THE CONTRACTOR MAY CHOOSE TO EMPLOY. TYPICAL TRAFFIC
MANAGEMENT PLANS TO ACHIEVE COMMON CLOSURES CAN BE FOUND ON SUBSEQUENT PLANS. WORK ZONE TRAFFIC CONTROL
PLANS SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE M.U.T.C.D. OR AS APPROVED BY MASSDOT OR RESIDENT
ENGINEER.
2. STAGING PLANS SHOW A GENERALIZED CONCEPT FOR PROJECT EXECUTION. ACTIVITIES ARE NOT NECESSARILY INTENDED TO BE
PERFORMED SEQUENTIALLY. VARIOUS STAGES AND ACTIVITIES MAY OVERLAP TO THE EXTENT THAT THE LIMITATIONS OF
OPERATIONS AND MAINTENANCE OF TRAFFIC ARE OBSERVED.
3. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION EFFORT WITH OTHER PROJECTS IN THE VICINITY IN ORDER TO MINIMIZE
POTENTIAL TRAFFIC IMPACTS.
4. PROVIDE SUB-STAGES TO ALLOW ACCESS TO LOCAL BUSINESSES & TO MAINTAIN TRAFFIC FLOW. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING TEMPORARY ADA COMPLIANT PEDESTRIAN ACCESS WHERE EXISTING ACCESS IS DISTURBED, AND
MAINTAINING TWO-WAY ABUTTER ACCESS AT ALL TIMES EXCEPT FOR SHORT PERIODS APPROVED BY MASSDOT.
5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ACTIVE FIRE HYDRANTS AND OTHER EMERGENCY FACILITIES WITHIN THE PROJECT
LIMITS AT ALL TIMES.
6. EXCAVATION FOR CONSTRUCTION ON BOTH SIDES OF THE PAVEMENT AT ANY ONE LOCATION AT THE SAME TIME WILL BE SUBJECT
TO THE APPROVAL OF THE RESIDENT ENGINEER.
7. THE CONTRACTOR SHALL SECURE WORK AREAS ACCORDING TO CURRENT STANDARDS TO INSURE PUBLIC SAFETY AND
CONVENIENCE. THIS SHALL INCLUDE INSURING THAT ALL EXCAVATIONS ARE PROTECTED AT ALL TIMES AND AT THE END OF EACH
WORK DAY.
8. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE WORK
SCHEDULES.
9. THE CONTRACTOR SHALL INSTALL REQUIRED SIGNING, TEMPORARY TRAFFIC CONTROLS, AND TEMPORARY PAVEMENT MARKINGS
PRIOR TO START OF WORK.
10. THE SIGNALIZED INTERSECTION WITHIN THE LIMIT OF WORK IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
EXISTING TRAFFIC SIGNALS SHALL BE MAINTAINED UNTIL PROPOSED EQUIPMENT IS INSTALLED AND OPERATIONAL. EXISTING
TRAFFIC SIGNAL EQUIPMENT MAY NEED TO BE SUPPORTED OR RELOCATED TO TEMPORARY SUPPORTS. NO ADDITIONAL PAYMENT
WILL BE MADE FOR TEMP SUPPORT OR RELOCATION OF EXISTING TRAFFIC SIGNAL EQUIPMENT BUT ALL COSTS SHALL BE INCLUDED
IN THE VARIOUS TRAFFIC SIGNAL ITEMS FOR THIS PROJECT.
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+64.20±
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+25.79±
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
STAGE 2 WORK ZONE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
MAINTAIN SIGNALIZED
INTERSECTION
3
3
'
M
I
N
44' M
IN
MAINTAIN EXISTING LANE
CONFIGURATION
(SHIFT AS REQUIRED)
20
SCALE: 1" = 20'
0 50 100
60
77
54
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WG
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FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
24
1. INSTALL PERMANENT DRAINAGE STRUCTURES, PIPE, GRANITE
CURB, SIDEWALK AND TRAFFIC SIGNAL EQUIPMENT WITHIN
WORKZONE.
2. EXCAVATE AND PLACE FULL DEPTH PAVEMENT WHERE
REQUIRED UP TO BINDER COURSE.
3. EXCAVATE AND CONSTRUCT DRIVEWAYS.
CONSTRUCTION PHASING PLAN
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 7+15.97±
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
STAGE 3 WORK ZONE
33' M
IN
ELIMINATE THREE
LANE APPROACH
3
3
' M
IN
2
2
'
M
I
N
MAINTAIN SIGNALIZED
INTERSECTION
P
C
+
2
7
.
1
3
1
0
3
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
ELIMINATE THREE
LANE APPROACH
20
SCALE: 1" = 20'
0 50 100
60
77
54
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SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
25
1. INSTALL PERMANENT DRAINAGE STRUCTURES, PIPE, GRANITE
CURB, SIDEWALK AND TRAFFIC SIGNAL EQUIPMENT WITHIN
WORKZONE.
2. EXCAVATE AND PLACE FULL DEPTH PAVEMENT WHERE
REQUIRED UP TO BINDER COURSE.
3. EXCAVATE AND CONSTRUCT DRIVEWAYS.
CONSTRUCTION PHASING PLAN
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29±
STAGE 4 WORK ZONE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
2
2
'
M
IN
.
3
3
'
M
IN
.
22'
MIN
.
22'
MIN
.
MAINTAIN SIGNALIZED
INTERSECTION
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
MAINTAIN SIGNALIZED
INTERSECTION
20
SCALE: 1" = 20'
0 50 100
60
77
54
_H
D (C
ON
ST
S
TA
GIN
G).D
WG
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NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
26
1. INSTALL PERMANENT DRAINAGE STRUCTURES, PIPE, GRANITE
CURB, SIDEWALK AND TRAFFIC SIGNAL EQUIPMENT WITHIN
WORKZONE.
2. EXCAVATE AND PLACE FULL DEPTH PAVEMENT WHERE
REQUIRED UP TO BINDER COURSE.
3. EXCAVATE AND CONSTRUCT DRIVEWAYS.
4. REMOVE EXISITING CURB & ISLAND AND INSTALL TEMP
PAVEMENT AT THE ISLAND BETWEEN STA 276+50 TO 277+25 RT
CONSTRUCTION PHASING PLAN
1
1
1
1
1
2
P
C
+
2
7
.
1
3
P
T
+
7
8
.
8
3
1
1
0
PC +84.19
1
0
3
1
0
4
+
6
6
.
0
0
7 8 9 10 11 12
1
2
1
122
PC
+
20.85
PT +03.02
120
+11.3
4
LIMIT OF MILLING
& RESURFACING
STA 103+25.79
N2921253.8358
E779560.0801
LIMIT OF MILLING
& RESURFACING
STA 7+15.97
N2921152.9171
E779720.6771
LIMIT OF MILLING
& RESURFACING
STA 120+91.18
N2921539.2106
E779492.9597
LIMIT OF MILLING
& RESURFACING
STA 111+77.30
N2921476.7472
E779787.6834
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 103+37.30±
LIMIT OF MILLING
& RESURFACING
STA 11+87.29
N2921597.8503
E779565.1877
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 11+87.29±
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+91.18±
LIMIT OF SIDEWALK
RECONSTRUCTION
STA 120+87.61±
STAGE 5 WORK ZONE
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
S
Q
U
A
N
T
U
M
S
T
R
E
E
T
G
U
I
L
F
O
R
D
R
O
A
D
MAINTAIN SIGNALIZED
INTERSECTION
2
2
'
M
I
N
1
1
'
M
I
N
22'
MIN
.
22'
MIN
.
33'
MIN
.
STAGE 5 WORK ZONE
22' MIN.
SEE GRANITE AVE
5000 PROJECT
MASSDOT PROJECT
FILE NO. 608406
20
SCALE: 1" = 20'
0 50 100
60
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SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
27
1. INSTALL PERMANENT DRAINAGE STRUCTURES, PIPE, GRANITE
CURB, SIDEWALK AND TRAFFIC SIGNAL EQUIPMENT WITHIN
WORKZONE.
2. EXCAVATE AND PLACE FULL DEPTH PAVEMENT WHERE
REQUIRED UP TO BINDER COURSE.
3. EXCAVATE AND CONSTRUCT DRIVEWAYS.
4. FINALIZE AND MAKE TRAFFIC SIGNAL OPERATIONAL.
5. MILL EXISTING PAVEMENT AND PLACE TOP COURSE
THROUGHOUT PROJECT.
6. PLACE REMAINING PAVEMENT MARKING AND SIGNAGE AND
COMPLETE CONSTRUCTION.
CONSTRUCTION PHASING PLAN
60
77
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NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
28
CONSTRUCTION DETAILS
NOT TO SCALE
1'-4
"
2'-6
"
1'-6"
CONDUIT
SAND BEDDING
1'-0"1'-0"
SAW-CUT AND TACK W/RS-1
ASPHALT EMULSION (TYP.)
EXCAVATABLE CONTROL
DENSITY FILL (SEE NOTE 2)
6"
6" DETECTABLE
METALLIC WARNING TAPE
(SEE NOTE 3)
NOTES:
1. SCHEDULE 80 ELECTRICAL CONDUIT TYPE NM-PLASTIC (UL),
WITH PULL ROPE, UNLESS OTHERWISE APPROVED BY MASSDOT.
2. CONTROL DENSITY FILL SHALL BE TYPE 2E AND MEET THE
REQUIREMENTS OF SUBSECTION M4.08.0
3. WARNING TAPE SHALL BE PER CURRENT APWA STANDARDS.
NOT TO SCALE
1'-4
"
2'-6
"
EXIST. GRASS SURFACE
1'-6"
CONDUIT
SAND BEDDING
1'-0"1'-0"
ORDINARY BORROW
(ALL STONES TO BE LESS THAN 3")
6"
NOTES:
1. SCHEDULE 80 ELECTRICAL CONDUIT TYPE NM-PLASTIC (UL),
WITH PULL ROPE, UNLESS OTHERWISE APPROVED BY MASSDOT.
2. WARNING TAPE SHALL BE PER CURRENT APWA STANDARDS.
REPLACE DISTURBED
AREA WITH
4" LOAM & SEED
NOT TO SCALE
1'-4"
2'-6"
EXIST. PAVEMENT SURFACE
1'-6"
CONDUIT
SAND BEDDING
COMPACTED GRAVEL
BORROW - M1.03.0 TYPE C (ALL
STONES TO BE LESS THAN 2")
6"
6" DETECTABLE
METALLIC WARNING
TAPE (SEE NOTE 2)
NOTES:
1. SCHEDULE 80 ELECTRICAL CONDUIT TYPE NM-PLASTIC (UL),
WITH PULL ROPE, UNLESS OTHERWISE APPROVED BY MASSDOT.
2. WARNING TAPE SHALL BE PER CURRENT APWA STANDARDS.
3'-0"
ADD MATERIAL TO MATCH
EXIST. SIDEWALK (HMA OR
CEM CONC.)
6" DETECTABLE
METALLIC WARNING
TAPE (SEE NOTE 2)
SAW-CUT
1.75" SUPERPAVE SURFACE COURSE (SSC 12.5)
OVER 1.75" SUPERPAVE INTERMEDIATE COURSE
(SIC 12.5) OVER 4" SUPERPAVE BASE COURSE (SBC 37.5)
TO MATCH EXISTING PAVEMENT
(PAID UNDER ITEM 451.)
12" GRAVEL BORROW
EXIST.
ROADWAY
SURFACE
NOT TO SCALE
12"(MIN.)
12"(MIN.)
STOP LINE
(AS REQUIRED)
CURB LINE
10' O.C.
ARROW SHALL BE POINTED RIGHT FOR RIGHT TURN ONLY.
6" - SWL
32'-0"
(MIN.)
NOT TO SCALE
8'-0"
6" - DBYL
8'-0"
*
(MIN.)
20'-0"
SL
NOT TO SCALE
GRANITE CURB IN EXISTING PAVEMENT
SURFACE
TREATMENT
VARIES
SAWCUT
GRAVEL BORROW
EXIST SURFACE
6"
6"
MIN
MIN
1'
(TYP)
* CEMENT CONCRETE
4' O.C.
12"
5'
SURFACE COURSE
* COST OF CEMENT CONCRETE INCLUDED IN CURBING
ROADS, ROAD SHOULDERS, PARKING
LEDGE
12"MIN.
AREAS, DRIVEWAYS, WALKWAYS
EARTH
12"MIN.
LOAM & SEED
LANDSCAPED AREAS
6"MIN.
GRAVEL BORROW TYPE C
COMPACT IN 6" LAYERS
DIAMETER+1.5'
SEE NOTES
FINISH GRADE
PROP PIPE
(SEE PLANS)
NOTES:
1. FOR PERMANENT PATCH IN ROADWAY
AREAS WITH MILL & OVERLAY USE FULL
DEPTH PAVEMENT MATERIALS SHOWN
ON TYPICAL SECTIONS (PAID FOR
UNDER ITEM 451)
2. FOR TEMPORARY PATCH IN ROADWAY
AREAS WITH FULL DEPTH PAVEMENT
USE 3 INCHES HMA BINDER MIX (PAID
FOR UNDER ITEM 472)
SUITABLE BACKFILL
COMPACT IN 12" LAYERS
NOT TO SCALE
*
60
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TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
29
CONSTRUCTION DETAILS
1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH PUBLISHED
EROSION CONTROL AND SEDIMENT GUIDELINES FOR MASSACHUSETTS
(SEE REFERENCE BELOW, NOTE #6).
2. ANY EROSION AND SEDIMENT CONTROL MEASURES FOR THE
STABILIZATION OF SLOPES ARE TEMPORARY FOR CONSTRUCTION PHASES
ONLY. SEE GRADING PLAN FOR FINAL STABILIZATION OF SLOPES.
3. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD
CONDITIONS AT THE TIME OF AND DURING ALL PHASES OF CONSTRUCTION
AND BE CONSTRUCTED PRIOR TO AND IMMEDIATELY AFTER ANY GRADING
OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE SITE.
4. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL
STRUCTURES SHALL BE PROVIDED TO ENSURE THAT THE INTENDED
PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL SEDIMENT LEAVING THE LIMIT OF WORK. SEDIMENT CONTROL
MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH
WORKING DAY.
5. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM
DRAINAGE SYSTEM (I.E. THROUGH THE USE OF STRAW BALES, CATCH
BASIN SEDIMENT TRAPS, GRAVEL, BOARDS OR OTHER APPLICABLE
METHODS).
6. THE CONTRACTOR INSTALLING THE ABOVE SHALL OBTAIN AND FOLLOW
THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES
FOR URBAN AND SUBURBAN AREAS" PREPARED BY DEPARTMENT OF
ENVIRONMENTAL PROTECTION, BUREAU OF RESOURCE PROTECTION,
DATED MAY 1997, REPRINTED MAY 2003 (OR LATEST EDITION) AND THE
2012 NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES, OR LATEST EDITION.
7. ALL DRAINAGE SWALES AND GROUND SURFACES WITHIN THE LIMIT OF
WORK SHALL BE PROTECTED.
8. AFTER ANY SIGNIFICANT RAINFALL (0.25" OR GREATER), SEDIMENT
CONTROL STRUCTURES SHALL BE INSPECTED FOR INTEGRITY. ANY
DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.
9. ALL STOCKPILES SHALL BE PROTECTED AND LOCATED A MINIMUM OF 100'
AWAY FROM EXISTING WATER BODIES OR WETLANDS & WITHIN THE LIMIT
OF WORK. SOIL STOCKPILES SHALL BE PROTECTED FROM CONTACT WITH
ONSITE STORMWATER RUNOFF USING TEMPORARY PERIMETER SEDIMENT
BARRIERS. A COVER (TARP) OR APPROPRIATE TEMPORARY STABILIZATION
WILL BE PROVIDED TO MINIMIZE SEDIMENT DISCHARGE.
10. STABILIZED PORTIONS OF A SITE SHALL BE INSPECTED AT LEAST ONCE
PER MONTH.
11. ANY SEDIMENT TRACKED ONTO PAVED AREAS SHALL BE SWEPT AT THE
END OF EACH WORKING DAY.
12. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE
LEGALLY DISPOSED OF OFF-SITE.
13. ALL TOPSOIL ENCOUNTERED WITHIN THE WORK AREA SHALL BE STRIPPED
TO ITS FULL DEPTH AND STOCKPILED FOR REUSE. TOPSOIL NOT NEEDED
AFTER COMPLETION OF ALL FINAL TOPSOIL SPREADING AND GRASSING
SHALL BE REMOVED FROM THE SITE AND LEGALLY RECYCLED OR
DISPOSED OF. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM
EXCAVATED SUBSURFACE SOIL MATERIALS.
14. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION AND
SEDIMENT CONTROLS AT THE COMPLETION OF SITE CONSTRUCTION.
EXISTING
TREE
EXISTING
TREE
6 FT MIN.
LIMIT OF
DRIPLINE
(VARIES)
PRUNE PER ISA
STANDARDS. REMOVE
DEAD & DAMAGED
BRANCHES. TIE BRANCHES
UP TO AVOID DAMAGE
FROM CONSTRUCTION
EQUIPMENT
EXISTING TREE(S)
INSTALL FENCING AT
EDGE OF DRIPLINE OR AS
FAR FROM TRUNK AS
POSSIBLE. MIN. DISTANCE
IS 6' FROM TRUNK. MAY
BE PLASTIC SNOW FENCE
OR CHAIN LINK, MIN. 4'
HIGH
ZONE OF
CONSTRUCTION
IMPACT
PRUNE DAMAGED OR
EXPOSED ROOTS
DAMAGED WITH A
SHARP SAW
LIMIT OF GRADING
(INDIVIDUAL TREE)
EXISTING GRADE
LIMIT OF FENCING
(MULTIPLE TREES)
WOODEN OR
METAL
POSTS (TYPICAL)
2X4 DIM. LUMBER
ATTACHED AT 2
LOCATIONS (MIN.).
CLADDING SHALL BE 8'
HIGH WITH 6" SPACING
OF BOARDS
W/BURLAP PRIOR TO
ARMORING.
LIMIT OF
CONSTRUCTION IMPACT
(REFER TO PLANS)
WOODEN OR METAL
POSTS (MAX. 8' SPACING)
LIMIT OF FENCING
(MULTIPLE TREES)
LIMIT OF
CANOPY
(VARIES)
AREA OF
UNDISTURBED
ROOT ZONE
LIMIT OF FENCE
(INDIVIDUAL
TREE)
PLAN VIEW
NOT TO SCALE
NOT TO SCALE
EXISTING CATCHBASIN
DUMP LOOPS
(REBAR NOT INCLUDED)
SILT SACK
OPTIONAL OVERFLOW
1" REBAR FOR BAG
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
EXPANSION
RESTRAINT
FOAM
EXISTING CURB
OPENING
EXISTING GRATE TO
BE REUSED
D
I
R
E
C
T
I
O
N
O
F
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
PHOTO-BIODEGRADABLE MATERIAL, HOWEVER PHOTO-BIODEGRADABE
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.
UNDISTURBED SOIL & VEGETATION.
TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOIL
DISTURBANCE AS POSSIBLE.
DIRECTION OF FLOW
LIMIT OF WORK
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.
AR
EA
O
F
DIS
TU
RB
AN
CE
PR
OT
EC
TE
D A
RE
A
GENERAL 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. TUBES MAY BE PLACED DIRECTLY ON PAVED SURFACES WHEN NECESSARY.
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.
CURVE ENDS UPHILL TO
PREVENT DIVERSION
OF UNFILTERED
RUN-OFF.
TUBES MAY BE PLACED ON THE UPHILL SIDE OF
WELL- ANCHORED, STATIONARY FEATURES
SUCH AS EXISTING TREES IN LIEU OF STAKING.
STREAM
3.0 FT. MIN.
TUBES MAY BE
SLEEVED (ONE
INSERTED INTO
ANOTHER) OR PROVIDE
A 3 FT. MIN. OVERLAP
AT ENDS OF TUBES TO
JOIN IN A CONTINUOUS
BARRIER.
60
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SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
30
CONSTRUCTION DETAILS
VARIABLE DEPTH HMA SURFACE COURSE
1-1/2" MICROMILL
EXISTING
PAVEMENT
INTERMEDIATE COURSE
SURFACE COURSE
SAWCUT
20'
NOT TO SCALE
1-1/2"
GRANITE CURB
6" REVEAL
CUT STONE
TO FIT FLUSH
NOT TO SCALE
6'-0"
1'-0"
NOT TO SCALE
BA
CK
O
F W
AL
K
5'-0" M
IN
.
PROPOSED HYDRANT PROVIDED
BY TOWN OF MILTON
FINISH
GRADE
CRUSHED STONE 3' MIN, AT LEAST
6" ABOVE HYDRANT DRAIN RING
(ITEM 156.)
CONCRETE BLOCK SET
ON UNDISTURBED EARTH
CONCRETE THRUST BLOCK
FINISHED GRADE
EXISTING
WATER MAIN
REMOVE
EXISTING
PIPE
PROPOSED 6"
RESTRAINED M.J. DICL
RESTRAINED M.J.
CONNECTIONS (TYP)
MIN 6 CF OF CRUSHED
STONE AROUND BASE
OF HYDRANT (ITEM 156.)
FELT PAPER
SUITABLE COMPACTED BACKFILL
LOAM & SEED
4"
MAIN
PLACE CONCRETE THRUST BLOCK
AGAINST UNDISTURBED MATERIAL
(TYPICAL)
CONCRETE
TEE OR TAPPING
SLEEVE
45°
12"
CONCRETE
MAIN
PLACE 15 LB. ROOFING
FELT BETWEEN
BEND & CONC. (TYP)
BEND
1'-6" SQ.
45° MAX
(S.F.)(S.F.)(S.F.)(INCHES)
10 & 12
6.0
12.0
3.0
7.0
4.0
9.0
1. THRUST BLOCKS TO BE USED ON ALL PIPES AT HORIZONTAL AND VERTICAL BENDS
3. BEARING AREAS BASED ON HORIZONTAL PASSIVE SOIL PRESSURE OF 2000 PSF AND A MINIMUM
2. FOR FITTINGS WITH LESS THAN 45° DEFLECTION USE BEARING AREAS FOR 45° BEND.
BETWEEN THE PIPE AND THE ROCK FACE.
OR ABOVE THE CROWN OF THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED
AREAS MAY BE DISREGARDED FOR TRENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT
GREATER OR EQUAL TO 45°, TEES AND DEAD ENDS.
INTERNAL WATER PRESSURE OF 175 PSIG. JOINTS SHALL NOT BE ENCASED IN CONCRETE, BEARING
BEARING AREAS FOR 45° BEND.
AGAINST UNDISTURBED MATERIAL FOR FITTING. *
TABLE OF BEARING AREAS IN SQUARE FEET
SIZE OF MAIN 90° BEND 45° BEND
NOTES:
DEAD END
≤ 8
1621.0
12.0 16.0
60
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NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
31
CONSTRUCTION DETAILS
WHEELCHAIR RAMP DATA - TYPE A
WHEEL-
CHAIR
NUMBER
WCR
TYPE
STREET NAME STATION OFFSET
RAMP
WIDTH
SIDEWALK
WIDTH
ROADWAY
GUTTER
SLOPE
CURB TRANSITION
LENGTH
LEFT
SIDE
RIGHT
SIDE
4 A SQUANTUM WEST 104+27.60 24.7' RT - - - - -
5 A GRANITE AVE 10+20.32 27.0' LT - - - - -
WHEELCHAIR RAMP DATA - TYPE D
WHEEL-
CHAIR
NUMBER
WCR
TYPE
STREET NAME STATION OFFSET
RAMP
WIDTH
SIDEWALK
WIDTH
ROADWAY
GUTTER
SLOPE
CURB TRANSITION
LENGTH
LEFT
SIDE
RIGHT
SIDE
9 D GUILFORD ST 120+30.25 16.6' LT - - - - -
SIDEWALK
1
.
5
%
(
M
A
X
)
7
.
5
%
(
M
A
X
)
5
'
-
0
"
(
M
I
N
)
EDGE OF ACCESSIBLE ROUTE
7
.
5
%
(
M
A
X
)
7.5%
(MAX)
A
A
ROADWAY
DETECTABLE WARNING PANEL,
COLOR YELLOW (SEE MASSDOT
STD. DETAIL E 107.6.5R)
REFERENCE POINT
C RAMP OPENING
FLUSH WITH ROAD
1.5% (M
AX)7.5%
(M
A
X
)
C
U
R
B
WHEELCHAIR RAMP TYPE B
SECTION A-A
L
S
I
D
E
W
A
L
K
W
I
D
T
H
NOT TO SCALE
FLUSH WITH ROAD
C
U
R
B
T
R
A
N
S
IT
IO
N
L
E
N
G
T
H
(L
E
F
T
S
ID
E
)
G
U
T
T
E
R
S
L
O
P
E
(+
)
LANDING RAMP
4
'
M
I
N
SIDEWALK
SIDEWALK
7
.5
%
(M
A
X
)
5
'-0
" (M
IN
)
1
.
5
%
(
M
A
X
)
7
.
5
%
(
M
A
X
)
5
'
-
0
"
(
M
I
N
)
C
U
R
B
T
R
A
N
S
IT
IO
N
ROADWAY
1.5% (M
AX)
SECTION A-A
A
A
NOT TO SCALE
EDGE OF ACCESSIBLE ROUTE
CURB
DETECTABLE WARNING PANEL,
COLOR YELLOW (SEE MASSDOT
STD. DETAIL E 107.6.5R)
REFERENCE POINT
C RAMP OPENING
FLUSH
DETECTABLE WARNING
PANEL (SEE MASSDOT
STD. DETAIL E 107.6.5R)
SEE
TYPICAL
SECTIONS
L
L
E
V
E
L
L
A
N
D
IN
G
WHEELCHAIR RAMP TYPE A
S
I
D
E
W
A
L
K
W
I
D
T
H
L
E
N
G
T
H
(L
E
F
T
S
ID
E
)
G
U
T
T
E
R
S
L
O
P
E
(+
)
SEE
TYPICAL
SECTIONS
COMPACTED SUBGRADE
REMOVE UNSUITABLE MATERIAL
REPLACE WITH GRAVEL
COMPACTED SUBGRADE
REMOVE UNSUITABLE
MATERIAL REPLACE
WITH GRAVEL
SIDEWALK
*
*
*
*
*
*
*
*
*
*
VA
RIE
S
V
A
R
I
E
S
CENTER LINE RAMP
STATION LOCATION
REFERENCE POINT
T
R
A
N
S
I
T
I
O
N
L
E
N
G
T
H
DETECTABLE WARNING
PANEL INSTALLED
PERPENDICULAR TO RAMP
(SEE E 107.6.5R)
1.5%* LANDING
0" REVEAL
WHEELCHAIR RAMP TYPE D
NOT TO SCALE
C
L
S
I
D
E
W
A
L
K
W
I
D
T
H
R
A
M
P
W
I
D
T
H
G
U
T
T
E
R
3
'
-
0
"
M
I
N
S
L
O
P
E
(
+
)
WHEELCHAIR RAMP DATA - TYPE B
WHEEL-
CHAIR
NUMBER
WCR
TYPE
STREET NAME STATION OFFSET
RAMP
WIDTH
SIDEWALK
WIDTH
ROADWAY
GUTTER
SLOPE
CURB TRANSITION
LENGTH
LEFT
SIDE
RIGHT
SIDE
2 B GRANITE AVE 8+71.98 27.7' LT - - - - -
3 B SQUANTUM WEST 103+96.81 25.0' RT - - - - -
5'-0" MIN.
LOW SIDE TRANSITION
ROADWAY DOWNGRADE
A
A
HIGH SIDE TRANSITION
6" CURB REVEAL (TYP.)
6'-6"
EDGE OF ROADWAY
4
'
M
I
N
HSL
DETECTABLE WARNING PANEL,
COLOR YELLOW (SEE MASSDOT
STD. DETAIL E 107.6.5R)
LEVEL LANDING
LEVEL LANDING
1
.
5
%(
M
A
X
)
7
.
5
%(
M
A
X
)
*
*
ROADWAY
1.5% (M
AX)
7.5%
(M
A
X
)
LANDING RAMP
SEE
TYPICAL
SECTIONSCOMPACTED SUBGRADE
REMOVE UNSUITABLE
MATERIAL REPLACE
WITH GRAVEL
*
*
1.5%*
MAX
1.5%*
MAX
7.5%*
MAX
7.5%*
MAX
SECTION A-A
WHEELCHAIR RAMP TYPE C
NOT TO SCALE
ROADWAY
1.5% (M
AX)
SECTION A-A
DETECTABLE WARNING
PANEL (SEE MASSDOT
STD. DETAIL E 107.6.5R)
SEE
TYPICAL
SECTIONS
COMPACTED SUBGRADE
REMOVE UNSUITABLE MATERIAL
REPLACE WITH GRAVEL
*
7
.
5
%(
M
A
X
)
*
A
A
WHEELCHAIR RAMP DATA - TYPE C
WHEEL-
CHAIR
NUMBER
WCR
TYPE
STREET NAME STATION OFFSET
RAMP
WIDTH
SIDEWALK
WIDTH
ROADWAY
GUTTER
SLOPE
CURB TRANSITION
LENGTH
LEFT
SIDE
RIGHT
SIDE
1 C GRANITE AVE 8+78.90 28.7' RT - - - - -
6 C GRANITE AVE 10+18.15 28.5' RT - - - - -
7 C SQUANTUM EAST 110+55.10 35.2' LT - - - - -
8 C SQUANTUM EAST 110+36.60 27.6' RT - - - - -
10 C GUILFORD ST 120+31.15 15.0' RT - - - - -
- WHEELCHAIR RAMP DATA TABLE WILL BE FILLED OUT IN NEXT SUBMISSION
- WHEELCHAIR RAMP DATA TABLE WILL BE FILLED OUT IN NEXT SUBMISSION
- WHEELCHAIR RAMP DATA TABLE WILL BE FILLED OUT IN NEXT SUBMISSION
- WHEELCHAIR RAMP DATA TABLE WILL BE FILLED OUT IN NEXT SUBMISSION
* = TOLERANCE OF CONSTRUCTION ±0.5%
* = TOLERANCE OF CONSTRUCTION ±0.5%
* = TOLERANCE OF CONSTRUCTION ±0.5%
* = TOLERANCE OF CONSTRUCTION ±0.5%
60
77
54
_H
D_
(C
ON
ST
D
ET
AIL
S).D
WG
21
-Ju
n-2
01
6 1
1:0
9 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
32
CONSTRUCTION DETAILS
DRIVEWAY DATA - TYPE A
DRIVEWAY
NUMBER
DRIVEWAY
TYPE
STREET NAME STATION OFFSET
SIDEWALK
WIDTH
PATH OF
TRAVEL
(3.0' MIN.)
ROADWAY
GUTTER
SLOPE
CURB TRANSITION
LENGTH
LEFT
SIDE
RIGHT
SIDE
1 A GRANITE AVE 7+93 25.33' LT 8.00' 4.00' - - -
2 A SQUANTUM ST 111+30 29.50' LT 8.00' 6.00' - - -
3 A GRANITE AVE 11+50 27.00' RT 8.00' 5.00' - - -
7.5%
MAX
7.5%
MAX
1.5
%
MA
X
1.5
%
MA
X
GUTTER
SLOPE (+)
1.5
%
MA
X
A
A
PLAN
BACK OF SIDEWALK
1.5%
VA
R
IES
15%
M
AX
SECTION A-A
SIDEWALK
PATH OF TRAVEL
VARIES
TO MEET
& MATCH
EXISTING
DRIVEWAY
VARIES
DRIVEWAY SURFACE
MATCH DRIVEWAY WIDTH (10' MIN)
DRIVEWAY TYPE A
LEFT SIDE
TRANSITION
DRIVEWAY
BACK OF
SIDEWALK
RIGHT SIDE
TRANSITION
GRANITE CURB
(TYPE VB)
1" LIP
GUTTER
EXISTING DRIVEWAY
SAWCUT
DRIVEWAY SURFACE
RET EXIST GRAVEL BASE
15%
M
AX
PATH OF TRAVEL
VARIES
SIDEWALK WIDTH
NOT TO SCALE
ROADWAY
ROADWAY
SEE TYPICAL
SECTIONS
TYPE A
CURB CORNER
3" REVEAL (TYP.)
3" CURB
CORNER REVEAL
AREA OF CEMENT CONCRETE SIDEWALK AT DRIVEWAY (ITEM 701.1)
KEY:
L
REF POINT C
OF OPENING
TOLERANCE OF CONSTRUCTION ±0.5%*
*
*
*
**
*
- DRIVEWAY DATA TABLE WILL BE FILLED OUT IN NEXT SUBMISSION
7+00
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
7+50
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
2.0%
3.1%
2.0%
1.5%
7+15.97
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
36.4
36.2
36
.2
4
36.1
36
.0
2
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
2.0%
2.4%
2.0%
1.5%
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
0 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
0 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CROSS SECTIONS
GRANITE AVENUE
33
7+92.92
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
8+00
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
8+50
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
35.7
35
.7
5
35.6
35
.7
0
35.1
35
.1
5
LA
YO
UT
LIN
E
LA
YO
UT
LIN
ELA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
2.0%
2.0%
1.5%
2.0%
2.0%
1.5%
2.0%
2.0%
1.5%
1.3%
1.3%
15.0%
1.5%
2.0%
2.0%
1.5%
1.3%
1.3%
15.0%
1.5%
CROSS SECTIONS
GRANITE AVENUE
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
0 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
34
10+50
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
10+80
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
11+00
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
35.1
35
.0
1
35.7
35
.7
3
36.2
36
.2
4
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
PROP 6" WIDE
RET. WALL (TYP.)
6" REVEAL AT BACK OF SIDEWALK
REVEAL VARIES AT DRIVEWAY SIDE
1.0%
1.0%
1.5%
4.0%
4.0%
1.0%4.0%
4.0%
4.0%
1.0%
1.0%
1.5%
4.0%
4.0%
1.0%
2.0%
2.0%
2.0%
2.0%
2.0%
1.5%
4.0%
4.0%
1.0%
3.0%
TE
MP
E
AS
EM
EN
T LIN
E (54.56' LT
)T
EM
P E
AS
EM
EN
T LIN
E (51.76' LT
)
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
0 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CROSS SECTIONS
GRANITE AVENUE
35
11+50
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
11+87.29
32
36
40
44
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
12+00
32
36
40
44
32
36
40
44
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
37.6
37
.6
0
38.8
38
.7
7
39.2
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
ELA
YO
UT
LIN
E
LA
YO
UT
LIN
E
GUILFORD ROAD
1.0%
1.0%
15.0%
4.0%
1.5%
2.0%
2.0%
1.5%
4.0%
4.0%
1.0%
4
.1
:1
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
1 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CROSS SECTIONS
GRANITE AVENUE
36
103+00
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
103+25.79
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
103+50
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
35.2
34.9
34
.9
0
35.0
34
.6
6
LA
YO
UT
LIN
ELA
YO
UT
LIN
E
LA
YO
UT
LIN
E
PROP W BEAM
GUARD RAIL (TYP.)
2.0%
2.0%
1.5%
2.0%
2.0%2.0%
2.0%
2.0%
1.5%
2.0%
2.0%
1.5%
2
.
0
:
1
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
1 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
CROSS SECTIONS
SQUANTUM STREET
37
104+00
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
34.1
34
.1
7
2.0%2.0%
2.0%
2.0%
1.5%
2.0%
2.0%
1.5%
18.3:1
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
1 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
38
CROSS SECTIONS
SQUANTUM STREET
111+00
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
111+29.71
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
111+50
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
110+75
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
34.0
34
.0
6
34.1
34
.3
0
34.4
34
.6
1
34.7
34
.8
3
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
3.0%
4.0%
4.0%
1.5%
3.0%
3.5%
3.5%2.0%
1.5%
4.0%
3.5%
3.5%
3.5%
1.5%
4.0%
4.0%
4.0%
1.5%
1.0%
1.0%
1.0%
1.5%
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
1 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
39
CROSS SECTIONS
SQUANTUM STREET
111+77.30
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
112+00
28
32
36
40
28
32
36
40
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
35.1
35
.1
2
35.5
LA
YO
UT
LIN
E
LA
YO
UT
LIN
E
3.0%
4.0%
4.0%
1.5%
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
60
77
54
_H
D (X
-S
EC
).D
WG
21
-Ju
n-2
01
6 1
1:0
1 A
MP
lo
tte
d o
n
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
MILTON
GRANITE AVENUE AT SQUANTUM STREET
40
STATE
MA
PROJECT FILE NO.
-
607754
40
CROSS SECTIONS
SQUANTUM STREET