TITLE SHEET & INDEX

BROOK RD

RA

ND

OLP

H A

VE

A

D

A

M

S

S

T

C

E

N

T

R

A

L

A

V

E

C

A

N

T

O

N

A

V

E

MILTON

TURNER

POND

GLOVER

ELEMENTARY

SCHOOL

V

O

S

E

S

L

N

N

E

P

O

N

S

E

T

R

IV

E

R

BOSTON

PROJECT BEGIN

STA 9+95

N2919599.1746

E770345.7702

PROJECT BEGIN

STA 30+75

N2919192.8871

E770887.8991

PROJECT END

STA 42+35

N2920173.1659

E771479.3183

PROJECT END

STA 22+20

N2920012.8322

E771486.7777

PROJECT END

STA 61+90

N2920176.2298

E771237.8488

LENGTH OF PROJECT = 2270.00 FEET = 0.430 MILES

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON

GLOVER ELEMENTARY SCHOOL

43

STATE

MA

PROJECT FILE NO.

TAP-002S(823)X

607920

1

PROJECT

LOCATION

TITLE SHEET & INDEX

DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

APPROVED:

DIVISION ADMINISTRATOR DATE DATE

CHIEF ENGINEER DATE

RECOMMENDED FOR APPROVAL

APPROVED

HIGHWAY ADMINISTRATOR

607920[P

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DATE

DESCRIPTION

REV #

INDEX

SHEET NO. DESCRIPTION

1 TITLE SHEET & INDEX

2 LEGEND & ABBREVIATIONS

3 KEY PLAN

4-6 TYPICAL SECTIONS & PAVEMENT NOTES

7-9 CONSTRUCTION PLANS

10-12 CURB TIE & GRADING PLANS

13-15 TRAFFIC SIGN & PAVEMENT MARKING PLANS

16 TRAFFIC SIGN SUMMARY SHEET

17-18 TEMPORARY TRAFFIC CONTROL PLANS

19-21 UTILITY PLANS

22-23 CONSTRUCTION DETAILS

24 WHEELCHAIR RAMP DETAILS

25 DRIVEWAY DETAILS

26-43 CROSS SECTIONS

PS&E SUBMISSION

THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND

BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 15, 2012,

THE INTERIM SUPPLEMENTAL SPECIFICATIONS DATED JANUARY 23, 2015, THE 2014 CONSTRUCTION

STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS, (AS RELATED TO

TRAFFIC STANDARD DETAILS ONLY), THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

FOR STREETS AND HIGHWAYS WITH REVISIONS 1 AND 2 AND THE 2012 MASSACHUSETTS

AMENDMENTS, THE MASSDOT HIGHWAY DIVISION PROJECT DEVELOPMENT AND DESIGN GUIDE,

THE AASHTO GUIDE FOR THE DEVELOPMENT OF THE BICYCLE FACILITIES, 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.

N

TEC, Inc.

65 Glenn Street 169 Ocean Blvd

Lawrence, MA 01843 Hampton, NH 03842

SCALE 1" = 1000'

10000 2000 3000 4000

4/25/2014

25/75% SUBMISSION

-

DESIGN DESIGNATION

BROOK ROAD CANTON AVENUE VOSES LANE

DESIGN SPEED 35 MPH 30 MPH 25 MPH

ADT (2014) 9,216 2,931167

ADT (2024) 10,180 3,238185

K 9.7% 10.8% 18.9%

D 53.4% 60.8% 56.3%

T (PEAK HOUR)

1.2% 1.7% 4.0%

T (AVERAGE DAY)

1.1% 0.7% 0.7%

DHV 987 350 35

DDHV 527 213 20

FUNCTIONAL

CLASSIFICATION

PRINCIPAL ARTERIAL URBAN COLLECTOR LOCAL STREET

4/8/2015

100% SUBMISSION

1

7/7/2015

PS&E SUBMISSION

2

607920[P

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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

BB BITUMINOUS BERM

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

CIT CHANGE IN TYPE

CLDI CEMENT LINED DUCTILE IRON

CLF CHAIN LINK FENCE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CRW CONCRETE RETAINING WALL

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

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

GRW GRANITE RETAINING WALL

HDW HEADWALL

HMA HOT MIX ASPHALT

HOR HORIZONTAL

HYD HYDRANT

INV INVERT

JCT JUNCTION

L LENGTH OF CURVE

LB LEACH BASIN

LOG LIMIT OF GRADING

LP LIGHT POLE

LSA LANDSCAPED AREA

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

ABBREVIATIONS (cont.)

GENERAL

PROP PROPOSED

PSB PLANTABLE SOIL BORROW

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

PWW PAVED WATER WAY

R RADIUS OF CURVATURE

R&D REMOVE AND DISPOSE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REM REMOVE

REMOD REMODEL

RET RETAIN

RW RETAINING WALL

RFA RIVERFRONT AREA

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

SRW STONE RETAINING WALL

SW 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

WRW WOOD RETAINING WALL

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

WCR WHEELCHAIR RAMP

Y STEADY CIRCULAR AMBER

YL STEADY AMBER LEFT ARROW

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

LEGEND & ABBREVIATIONS

607920

JERSEY BARRIER ON BRIDGE OR JERSEY BARRIER

FLAG POLE

GAS PUMP

MAIL BOX

POST SQUARE

POST CIRCULAR

FENCE GATE POST

BORING HOLE

MONITORING WELL

TEST PIT

MASSACHUSETTS HIGHWAY BOUND

TOWN BOUND

STONE BOUND

TRAVERSE OR TRIANGULATION STATION

BENCHMARK

BUSH (SPECIES & SIZE NOTED)

TREE (SPECIES & DIAMETER NOTED)

WETLAND FLAG

TRAFFIC SIGN (1 POST)

TRAFFIC SIGN (2 POSTS)

CONTOURS (MAJOR)

CONTOURS (MINOR)

BUILDING

CURBING (TYPE NOTED)

BALANCE STONE WALL

HIGHWAY GUARD - STEEL POSTS

HIGHWAY GUARD - WOOD POSTS

CHAIN LINK OR METAL FENCE (HEIGHT NOTED)

WOOD FENCE (HEIGHT NOTED)

EROSION CONTROL BARRIER

SAWCUT LINE

TOP OR BOTTOM OF SLOPE

LIMIT OF EDGE OF PAVEMENT OR MILL AND OVERLAY

TREE LINE OR LIMIT OF CLEARING AND GRUBBING

BANK OF RIVER OR STREAM

BORDER OF WETLAND

100 FT WETLAND BUFFER

200 FT RIVERFRONT BUFFER

STATE HIGHWAY LAYOUT

TOWN OR CITY LAYOUT

TOWN OR CITY BOUNDARY LINE

PROPERTY LINE OR APPROXIMATE PROPERTY LINE

EASEMENT LINE (TYPE NOTED)

CONTROLLER CABINET

MAST ARM FOUNDATION (SCALE OF BLOCK = DIA. IN INCHES)

MAST ARM (LENGTH NOTED)

SIGNAL POST FOUNDATION

PULL BOX

RAILROAD SIGNAL

VEHICULAR SIGNAL HEAD

PEDESTRIAN SIGNAL HEAD

MAST ARM MOUNTED SIGN

VIDEO DETECTION CAMERA

EMERGENCY PREEMPTION DETECTOR

EMERGENCY PREEMPTION CONFIRMATION STROBE

PEDESTRIAN PUSH BUTTON

LOOP DETECTOR (SIZE NOTED)

BICYCLE LOOP DETECTOR (TYPE NOTED)

TRAFFIC SIGNAL CONDUIT

PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

LEGEND "SHARROW" - WHITE

LEGEND "BICYCLE LANE" - WHITE

LEGEND "BICYCLE DETECTOR" - WHITE

STOP LINE - WHITE

YIELD LINE - WHITE

CROSSWALK - WHITE (WIDTH NOTED)

SOLID WHITE LINE (WIDTH NOTED)

SOLID YELLOW LINE (WIDTH NOTED)

BROKEN WHITE LINE (WIDTH, LENGTH & SPACING NOTED)

BROKEN YELLOW LINE (WIDTH, LENGTH & SPACING NOTED)

DOTTED WHITE LINE (WIDTH, LENGTH & SPACING NOTED)

DOTTED YELLOW LINE (WIDTH, LENGTH & SPACING NOTED)

DOTTED WHITE LINE EXTENSION (WIDTH, LENGTH & SPACING NOTED)

DOTTED YELLOW LINE EXTENSION (WIDTH, LENGTH & SPACING NOTED)

DOUBLE YELLOW LINE

SLOTTED PAVEMENT MARKING - ONE WAY (COLOR NOTED)

SLOTTED PAVEMENT MARKING - TWO WAY (COLOR NOTED)

TRAFFIC SIGNAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

PAVEMENT MARKING SYMBOLS


SWEL

SYEL

BWL

BYL

DWL

DYL

DWLEx

DYLEx

DYCL

CW

SL

C

D

E

S

G

T

W

CABLE MANHOLE

DRAIN MANHOLE

CATCH BASIN

CATCH BASIN CURB INLET

DRAINAGE FLOW LINE

DROP INLET

CONCRETE HEADWALL

STONE HEADWALL

FLARED END SECTION

ELECTRIC MANHOLE

ELECTRIC HAND HOLE

ELECTRIC METER

LIGHT POLE

GAS MANHOLE

GAS GATE

SEWER MANHOLE

TELEPHONE MANHOLE

WATER MANHOLE

HYDRANT

WATER GATE

WATER METER

WELL

UTILITY POLE

UTILITY POLE W/ FIRE BOX

UTILITY POLE W/ LIGHT

UTILITY POLE W/ DOUBLE LIGHT

TROLLEY POLE

GUY POLE

GUY WIRE & ANCHOR

OVERHEAD CABLE / WIRE

UNDERGROUND CABLE DUCT

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)

GENERAL SYMBOLS


JB

BHL #

MW #

TP #

MHB

TB

SB

UTILITY SYMBOLS


43TAP-002S(823)X 2

N

E

L

M

L

A

W

N

S

T

R

E

E

T

BROOK ROAD

C

A

N

T

O

N

A

V

E

N

U

E

C

A

N

T

O

N

A

V

E

N

U

E

C

A

P

E

C

O

D

L

A

N

E

VO

SE

S L

AN

E

T

U

R

N

E

R

P

O

N

D

P

A

R

K

IN

G

L

O

T

CA

PE

C

OD

L

AN

E

7

10

X

X

X

CONSTRUCTION PLANS

CURB TIE & GRADING PLANS

TRAFFIC SIGN & PAVEMENT MARKING PLANS

UTILITY PLANS

LEGEND

13

20+50.00 BROOK ROAD=

40+00.00 CANTON AVENUE


60+00.00 TURNER POND PARKING LOT

PROJECT BEGIN

STA 9+95

N2919599.1746

E770345.7702

PROJECT BEGIN

STA 30+75

N2919192.8871

E770887.8991

PROJECT END

STA 42+35

N2920173.1659

E771479.3183

PROJECT END

STA 22+20

N2920012.8322

E771486.7777

PROJECT END

STA 61+90

N2920176.2298

E771237.84887

10

138

11

14

9

1

2

1

5

2

3

1

0

11

12

13

14

15

16

17

18

19

2

0

2

1

2

2

3

1

3

2

3

3

3

4

3

5

3

6

3

7

3

8

3

9

4

0

4

1

4

2

+

2

5

.

0

0

60

6

1

6

2

19

19

20

2

1

X

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SCALE: 1" = 40'

40 160100

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

KEY PLAN

607920

43TAP-002S(823)X 3

PAVEMENT NOTES

PROPOSED CEMENT CONCRETE SIDEWALK / WHEELCHAIR RAMP

SURFACE: 4" CEMENT CONCRETE

(4000 PSI, 3/4", 610, AIR-ENTRAINED)

BASE: 8" GRAVEL BORROW, TYPE b (COMPACTED)

PROPOSED CEMENT CONCRETE DRIVEWAY

SURFACE: 6" CEMENT CONCRETE

(4000 PSI, 3/4", 610, AIR-ENTRAINED)


PROPOSED HOT MIX ASPHALT (HMA) SIDEWALK

SURFACE: 1" SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER

1

1

2

" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5)


PROPOSED HOT MIX ASPHALT (HMA) DRIVEWAY

SURFACE: 1

1

2

" SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER

2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5)


PROPOSED HOT MIX ASPHALT (HMA) DRIVEWAY (TO MATCH EXISTING)

SURFACE: 1

1

2


2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5)

BASE: EXCAVATE EXISTING HMA TO SAWCUT

FINE GRADE AND COMPACT EXISTING BASE

AND/OR ADD GRAVEL BORROW, TYPE b AS

REQUIRED TO MATCH PROPOSED GRADES

PROPOSED FULL DEPTH PAVEMENT REPAIRS (TRENCHES AND COBBLE STONE GORE)

SURFACE: 1

1

2


1

3

4

" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER

BASE: 3" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0) OVER

SUB-BASE: 12" GRAVEL BORROW, TYPE b (COMPACTED)

PROPOSED FULL DEPTH PAVEMENT LESS THAN 4 FEET WIDE

SURFACE: 1

1

2

" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER

1

3

4

" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5)

BASE: 6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE

(INCLUDED IN BID PRICE FOR VARIOUS GRANITE CURB ITEMS

ONLY FOR CURB INSTALLATION AND 6" OFFSET FROM FACE OF CURB)

(SEE GRANITE CURB DETAIL ON SHEET 22)

(ALL OTHER CEMENT CONCRETE BASE COURSE FOR FULL DEPTH

PAVEMENT AREAS LESS THAN 4 FEET WIDE SHALL BE PAID UNDER

ITEM 431.1)


PROPOSED PAVEMENT MILLING AND OVERLAY

SURFACE: 1

1

2


1

3

4

" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER

2

1

2

" PAVEMENT MICROMILLING

PROPOSED COBBLE STONE MEDIAN

SURFACE: NEW OR RESET COBBLE STONES OVER


GENERAL PAVEMENT NOTES:

1. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN ALL ASPHALT SURFACES AND SAWCUT

JOINTS BEFORE PAVING. HMA JOINT SEALANT SHALL BE APPLIED TO ALL COLD JOINTS (LONGITUDINAL AND

TRANSVERSE) BEFORE PAVING SURFACE COURSE. ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED

AT A RATE OF 0.05 GAL/SY, EXCEPT OVER MILLED AND CEMENT CONCRETE SURFACES, WHERE THE

APPLICATION RATE SHALL BE 0.07 GAL/SY. ALL SURFACES SHALL BE CLEAN OF ALL ORGANICS, DEBRIS, AND

SAND PRIOR TO PAVING.

2. ALL PROPOSED HMA SIDEWALK AND HMA DRIVEWAY SUPERPAVE SHALL BE FURNISHED AND INSTALLED IN

ACCORDANCE WITH THE STANDARD SPECIFICATIONS SECTIONS 701 SIDEWALKS, WHEELCHAIR RAMPS AND

DRIVEWAYS.

3. ALL PROPOSED SUPERPAVE WITHIN ROADWAYS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH

THE STANDARD SPECIFICATIONS SECTION 450 QUALITY ASSURANCE FOR HOT MIX ASPHALT, AND SECTION

455 SUPERPAVE HOT MIX ASPHALT.

4. ANY EXISTING GRAVEL BASE DEEMED SUITABLE FOR REUSE BY THE RESIDENT ENGINEER SHALL REMAIN AND

BE COMPACTED. ADD GRAVEL BORROW TYPE B AS REQUIRED.

5. ALL SUPERPAVE SHALL BE WITH WARM MIX ASPHALT (ITEM 456.)

TYPICAL SECTION

CANTON AVENUE

STA 34+25 TO 36+60±

*TOLERANCE FOR CONSTRUCTION ±0.5%

TRAVEL LANE

12.00'

3.00'

GRASS

BUFFER

5.00'

HMA

SIDEWALK

PROP SAWCUT

(6" INSIDE EXIST EOP)

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PGL

CONST B

L

E

X

IS

T G

R

O

U

N

D

PROP 4"

LOAM & SEED

EXISTING 1897 TOWN LAYOUT (PUBLIC - VARIABLE WIDTH)

TYPICAL SECTION

CANTON AVENUE

STA 30+80 TO 34+00±


1.50%*

TRAVEL LANE

12.00'

PGL

CONST B

L

5.00'

HMA

SIDEWALK

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP SAWCUT


1.50%*

EXIST GROUND

1.00' LEVEL

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT


PROP CEM CONC

PROP CEM CONC

EXIST GROUND

EXIST GROUND

EXIST STONE

RETAINING WALL

(STA 34+31± TO 35+20±

TEMP EASMENT

VARIABLE WIDTH

TYPICAL SECTION

CANTON AVENUE

STA 36+60 TO 38+00±


TRAVEL LANE

12.00'

PGL

CONST B

L

5.00'

HMA

SIDEWALK

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP SAWCUT


1.50%*

EXIST GROUND

1.00' LEVEL

PROP 4"

LOAM & SEED

2:1 IN FILL

2:1 IN CUT


PROP CEM CONC

EXIST GROUND

TEMP EASMENT

VARIABLE WIDTH

607920[P

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SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

TYPICAL SECTIONS

& PAVEMENT NOTES

607920

43TAP-002S(823)X 4

5.00'11.00'

TRAVEL LANE BIKE LANE

5.00'

GRASS

BUFFER

5.00'

TRAVEL LANE

11.00'

5.00'

BIKE LANE

7.00'

PARKING LANE

7.00'5.00'

GRASS BUFFERCEM CONC

SIDEWALK

CEM CONC

SIDEWALK

1.00' LEVEL

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP SAWCUT


PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP 4"

LOAM & SEED

PROP SAWCUT


PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

1.00' LEVEL

PROP SAWCUT


PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP 4"

LOAM & SEED

TYPICAL SECTION

BROOK ROAD

STA 15+60 TO 19+30



CONST B

L

MATCH EXIST

MATCH EXIST

1.50%*

1.50%*

EXIST GROUND EXIST GROUND

PGL

2.00' 2.00'

7.00'

1.00' LEVEL

SHLD SHLD

TEMP EASMENT

VARIABLE WIDTH

TEMP EASMENT

VARIABLE WIDTH

5.00'11.00'


5.00'

GRASS

BUFFER

5.00'

CEM CONC

SIDEWALK

1.00' LEVEL

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP 4"

LOAM & SEED

TYPICAL SECTION

BROOK ROAD

STA 9+95 TO 13+80±



CONST B

L

1.50%*

EXIST GROUND

TEMP EASMENT

VARIABLE WIDTH

20.00'

2'±

SHLD

MATCH EXIST

PROP SAWCUT


PROP CEM CONC

PROP GRAN CURB

TYPE VB (6" REVEAL)

11.00'

7.00'

TRAVEL LANE

5.00'

BIKE LANE

EXIST PAVEMENT

VARIES

SHOULDER

5.00'11.00'


5.00'

GRASS

BUFFER

5.00'

CEM CONC

SIDEWALK

1.00' LEVEL

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP 4"

LOAM & SEED

TYPICAL SECTION

BROOK ROAD

STA 13+80 TO 15+60±



CONST B

L

1.50%*

EXIST GROUND

TEMP EASMENT

VARIABLE WIDTH

20.00'

2'±

SHLD

MATCH EXIST

PROP SAWCUT


PROP CEM CONC

PROP GRAN CURB

TYPE VB (6" REVEAL)

11.00'

7.00'

TRAVEL LANE

5.00'

BIKE LANE

7.00'5.00'

GRASS BUFFER

CEM CONC

SIDEWALK

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

1.00' LEVEL

1.50%*

EXIST GROUND

PROP MILL & OVERLAY

2'±

SHLD

EXIST EOP

MATCH EXIST

(MIN)

2'±

SHLD

EXIST EOP (STA 13+80

TO 14+90)

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SHEETS

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PROJECT FILE NO.

TYPICAL SECTIONS

607920

TAP-002S(823)X 435

TYPICAL SECTION

TURNER POND PARKING LOT

STA 60+25 TO 61+90±


1.50%*

PROP SAWCUT


PROP GRAN

CURB TYPE VB

(6" REVEAL)

PGL

CONST B

L

14.00'

PARKING LOT

5.00'

CEM CONC

SIDEWALK

1.00' LEVEL

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP CEM CONC

EXIST GROUND

EXIST GROUND

TEMP EASEMENT

20' WIDE

5.00'11.00'


5.00'

GRASS

BUFFER

5.00'

TRAVEL LANE

11.00'

5.00'

BIKE LANE

7.00'

PARKING LANE

7.00'5.00'

GRASS BUFFERCEM CONC

SIDEWALK

CEM CONC

SIDEWALK

1.00' LEVEL

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP SAWCUT


PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP 4"

LOAM & SEED

PROP SAWCUT


PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

1.00' LEVEL

PROP SAWCUT


PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP 4"

LOAM & SEED

TYPICAL SECTION

BROOK ROAD

STA 19+30 TO 19+65



CONST B

L

MATCH EXISTMATCH EXIST

1.50%*

1.50%*

EXIST GROUND

EXIST GROUND

PGL

2.00' 2.00'

7.00'

1.00' LEVEL

SHLD SHLD

TEMP EASMENT

VARIABLE WIDTH

TEMP EASMENT

VARIABLE WIDTH

5.00'

CEM CONC

SIDEWALK

1.50%*

PROP GRAN

CURB TYPE

VA4 (12" REVEAL;

ADJACENT TO

SIDEWALK)

PROP COBBLESTONE

BIKE LANE

TRAVEL LANE

CONST B

L

MATCH EXIST

2.00' 2.00'

SHLDSHLD

5.00'

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

EXIST GROUND

VARIES

COBBLESTONE

MEDIAN

11.00' 11.00'm

TRAVEL LANE

5.00'

BIKE LANE

PROP CEM CONC

PROP GRAN

CURB TYPE VB

(6" REVEAL)

PROP MILL &

OVERLAY

PROP MILL &

OVERLAY

MATCH EXIST

TYPICAL SECTION

BROOK ROAD

STA 21+00 TO 21+75±



GRAVEL BORROW

(TYPE b)

NEW OR RESET

COBBLESTONES

VARIES

GRASS

BUFFER

VARIES

CEM CONC

SIDEWALK

PROP 4"

LOAM & SEED

4:1 IN FILL

4:1 IN CUT

1.50%*

TEMP EASEMENT

VARIABLE WIDTH

EXIST GROUND

607920[P

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SHEETS

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PROJECT FILE NO.

TYPICAL SECTIONS

607920

TAP-002S(823)X 436

D

D

D

D

RET

TREE

RET TREE

RET TREE

RET TREE

5' CEM CONC SW

CONST B

L

SAWCUT &

MEET EXIST

CONC WALK

RET SRW

PROP 4" L&S

PROP SAWCUT (TYP)

RET FENCE

N

PROP 4" L&S

EX

IS

T 1870 T

OW

N LA

YO

UT

REM PVMT, PROP 4" L&S

BROOK ROAD

(TOWN LAYOUT - ACCEPTED 1901)

(PUBLIC WAY - VARIABLE WIDTH)

VO

SE

S L

AN

E

(T

OW

N L

AY

OU

T - A

CC

EP

TE

D 1870)

(P

UB

LIC

W

AY

- V

AR

IA

BL

E W

ID

TH

)

EXIST 1901 TOWN LAYOUT

PROP GC (TYPE VB)

RET

TREE

PROP GC

(TYPE VB)

RET GC

R&R GC

R&S GC

R&S GC

ME

ET

E

XIS

T B

B

RET BND

R&S COBBLESTONES

RET CONC

STONES

R&R CONC

STONES

APPROX LOG

APPROX LOG

PROP CEM CONC

WALK TO MEET EXIST

PROP CEM

CONC WALK TO

MEET EXIST

PROP HMA DRIVEWAY

TO MATCH EXISTING

PROP CEM CONC

WALK TO MEET EXIST

PROP TEMP

EASEMENT

PROP TEMP EASEMENT

REM CEM CONC;

PROP 4" L&S

PROP TEMP

EASEMENT

MEET EXIST STEP

PROP TEMP EASEMENT

APPROX LOG

PROP HMA DRIVEWAY

TO MATCH EXISTING

5' CEM CONC SW

PROP 4" L&S

REM CEM CONC

REM CEM CONC;

PROP 4" L&S

R&S CI

PROP LIMITS OF

MILL & OVERLAY

MEET EXIST

STEP

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP TEMP

EASEMENT

PROP GC

(TYPE VB)

RET TREE

PROP SAWCUT (TYP)

5' CEM CONC SW

PROP 4" L&S

5' CEM CONC SW

PROP 4" L&S

PR

OP

G

C T

RA

NS

RET TREE

REM BIT WALK

PROP HMA DRIVEWAY

TO MATCH EXISTING

PROP 4" L&S

RET

TREE

& LSA

11

12

13

14

15

16

17

PROP LIMIT OF MILL & OVERLAY

APPROX LOG

PROP 4" L&S

PROP 4" L&S

PROP HMA DRIVEWAY

TO MATCH EXISTING

PROP HMA DRIVEWAY

TO MATCH EXISTING

RET TREE

SAWCUT & MEET

EXIST DRIVEWAY

R&S GCR&S CI

PROP CEM CONC

WALK TO MEET EXIST

SAWCUT AND

MEET EXIST SW

SAWCUT &

MEET EXIST CONC

WALKWAY

SAWCUT &

EXIST SW

SAWCUT &

MEET EXIST

DRIVEWAY

SAWCUT & MEET EXIST

DRIVEWAY

SAWCUT & MEET EXIST

DRIVEWAY

SAWCUT &

MEET EXIST

DRIVEWAY

SAWCUT &

MEET EXIST

DRIVEWAY

PROP TREE PROTECTION (TYP)

SAWCUT & MEET

EXIST DRIVEWAY

PROP CEM CONC

WALK TO MEET EXIST


PROP 4" L&S

PROP 4" L&S

5' (MIN)

PROP BRICK WALK

TO MEET EXIST

PROP CEM CONC

WALK TO MEET EXIST

REM TREE

PROP 4"

L&S

PROP GAS LINE

(SEE UTILITY PLANS)

PROJECT BEGIN

STA 9+95

N2919599.1746

E770345.7702

P

R

O

P

L

IM

IT

O

F

M

ILL &

O

V

E

R

LA

Y

P

R

O

P

G

C

(T

Y

P

E

V

B

)

RET TREE

R&S GC

P

R

O

P

S

A

W

C

U

T

(T

Y

P

)

PROP

GC

TRANS

RET

TREES

1

0

11

APPROX LOG

PROP TEMP

EASEMENT

PROP HMA

TO MEET

EXIST SW

PROP 4" L&S

R

E

T

G

C

PROP TREE

PROTECTION

R

E

T

G

C

C

E

M

C

O

N

C

W

C

R

B

R

O

O

K

R

O

A

D

SAWCUT &

MEET

EXIST SW

SAWCUT &

MEET

EXIST SW

CA

PE

CO

D

LA

NE

PROP HMA TO

MEET EXIST SW

SAWCUT & MEET

EXIST SW

PROP 4"

L&S

PROPOSED PLANTING TABLE

SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS

1

PRUNUS

SARGENTII

SARGENT CHERRY

2.5-3 INCH

CALIPER

-

PLANTING NOTES:

1. CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE START OF WORK.

2. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT ENGINEER PRIOR TO

PLANTING.

3. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL NAME & SIZE.

4. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS.

5. ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE.

6. NO CONSTRUCTION EQUIPMENT OR VEHICLES SHALL BE STORED UNDER TREES OR WITHIN THE TREE

PROTECTION ZONE. AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS, INCLUDING BUT NOT

LIMITED TO TREES AND GRASSED AREAS, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR

ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE.

= CEM CONC DRIVEWAY

= CEM CONC WHEELCHAIR RAMP

FOR CONSTRUCTION NOTES SEE SHEET NO. 9

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

CONSTRUCTION PLANS

607920

HIGHWAY GUARD DETAILS

NONE


NONE

WATER SUPPLY ALTERATIONS DRAINAGE DETAILS

SEE SHEET 19

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 8

607920[P

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20

SCALE: 1" = 20'

0 50 100

TAP-002S(823)X

CO

NT

IN

UE

D

BE

LO

W

CO

NT

IN

UE

D

AB

OV

E

7 43

SEE SHEET 19

D

D

D

RET TREE

RET TREE

RET TREE

PROP MILL

& OVERLAY

PROP MILL

& OVERLAY

5' CEM CONC SW

5' CEM CONC SW

5' CEM CONC SW

PROP GC

(TYPE VB)

SAWCUT &

MEET EXIST

CEM CONC

WALK

= CEM CONC DRIVEWAY


FOR CONSTRUCTION NOTES SEE SHEET NO. 9

PROP GC

(TYPE VB)

PROP GC (TYPE VB)

R&S GC

R

E

T

G

C

M

E

E

T

E

X

I

S

T

G

C

R

&

R

G

C

S

A

W

C

U

T

&

M

E

E

T

E

X

I

S

T

C

E

M

C

O

N

C

S

W

R&S GC

RET

TREE

RET

TREE

R

E

M

E

X

I

S

T

P

V

M

T

PROP 4" L&S

PROP 4" L&S

C

O

N

S

T

BL

C

O

N

S

T

B

L

5

'

(

M

I

N

)

H

M

A

S

W

5

'

(

M

I

N

)

H

M

A

S

W

P

R

O

P

G

C

(

T

Y

P

E

V

B

)

P

R

O

P

S

A

W

C

U

T

P

R

O

P

S

A

W

C

U

T

R

E

T

T

R

E

E

(

T

Y

P

)

R

&

S

G

C

E

X

I

S

T

1

9

0

1

T

O

W

N

L

A

Y

O

U

T

N

P

R

O

P

S

A

W

C

U

T

RET LSA

REM EXIST BIT WALK

REM EXIST PVM'T;

PROP 4" L&S

E

N

D

H

M

A

S

W

;

B

E

G

I

N

C

E

M

C

O

N

C

S

W

C

A

N

T

O

N

A

V

E

N

U

E

(

T

O

W

N

L

A

Y

O

U

T

-

A

C

C

E

P

T

E

D

1

8

9

7

)

(

P

U

B

L

I

C

W

A

Y

-

V

A

R

I

A

B

L

E

W

I

D

T

H

)

C

A

N

T

O

N

A

V

E

N

U

E

(

T

O

W

N

L

A

Y

O

U

T

-

A

C

C

E

P

T

E

D

1

8

9

7

)

(

P

U

B

L

I

C

W

A

Y

-

V

A

R

I

A

B

L

E

W

I

D

T

H

)

PROP MILL

& OVERLAY

REM BIT PVMT;

PROP 4" L&S



E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

EXIST 1897

TOWN LAYOUT

R&R GC

5

' C

E

M

C

O

N

C

S

W

P

R

O

P

S

A

W

C

U

T

PR

OP

G

C

(T

YP

E V

B)

5

' C

E

M

C

O

N

C

S

W

PROP SAWCUT


PROP 4"

L&S

REM BIT WALK

PROP 4" L&S

P

R

O

P

C

E

M

C

O

N

C

S

W

P

R

O

P

4

"

L

&

S

M

E

E

T

E

X

I

S

T

G

C

P

R

O

P

4

"

L

&

S

PROP SAWCUT

APPROX LOG

APPROX

LOG

P

R

O

P

C

O

M

P

O

S

T

F

I

L

T

E

R

T

U

B

E

A

P

P

R

O

X

L

O

G

A

P

P

R

O

X

L

O

G

R

&

S

E

X

I

S

T

J

E

R

S

E

Y

B

A

R

R

I

E

R

S

(

T

Y

P

)

PROP BRICK WALK

TO MEET EXIST

PROP BRICK WALK

TO MEET EXIST

PROP FLAGSTONE WALK

TO MEET EXIST

PROP TEMP EASEMENT

PROP PERM EASEMENT

PROP TEMP EASEMENT

P

R

O

P

T

E

M

P

E

A

S

E

M

E

N

T

PROJECT END

STA 42+35

N2920173.1659

E771479.3183

P

R

O

P

F

L

A

S

H

I

N

G

W

A

R

N

I

N

G

B

E

A

C

O

N

T

Y

P

E

D

PROP 4" L&S

RET TREE (TYP)

P

R

O

P

L

I

M

I

T

S

O

F

M

I

L

L

&

O

V

E

R

L

A

Y

REM EXIST

PVM'T; PROP

4" L&S

P

R

O

P

L

I

M

I

T

S

O

F

M

I

L

L

&

O

V

E

R

L

A

Y

BROOK ROAD

(TOWN LAYOUT - ACCEPTED 1901)

(PUBLIC WAY - VARIABLE WIDTH)

PROP TEMP

EASEMENT

R&R CI

PROP COMPOST

FILTER TUBE

PROP HMA DRIVEWAY

TO MATCH EXISTING

P

R

O

P

L

I

M

I

T

S

O

F

M

I

L

L

&

O

V

E

R

L

A

Y

B

R

O

O

K

R

O

A

D

(

T

O

W

N

L

A

Y

O

U

T

-

A

C

C

E

P

T

E

D

1

9

0

1

)

(

P

U

B

L

I

C

W

A

Y

-

V

A

R

I

A

B

L

E

W

I

D

T

H

)

R&R GC

PROP TEMP EASEMENT

T

U

R

N

E

R

P

O

N

D

P

A

R

K

I

N

G

L

O

T

APROX LOG

PROP PERM

EASEMENT

PROP LIMITS OF

MILL & OVERLAY

BEGIN ROADSIDE

TREE PROTECTION

END ROADSIDE

TREE PROTECTION

R&R CI

R

&

S

C

I



P

R

O

P

T

E

M

P

E

A

S

E

M

E

N

T

PROP GC

(TYPE VB)

P

R

O

P

S

A

W

C

U

T

M

E

E

T

E

X

I

S

T

G

C

M

E

E

T

E

X

I

S

T

G

C

PROP GC

(TYPE VB)

P

R

O

P

4

"

L

&

S

R&R GC

PROP GC (TYPE VA4)

(W/ 12" REVEAL

ADJACENT TO SW)

REM

TREE

RET TREE

RET TREE

RET TREE

= PROPOSED COBBLE STONE MEDIAN

E

X

I

S

T

1

9

0

1

T

O

W

N

L

A

Y

O

U

T

17

18

19

2

0

2

1

2

2

2

3

3

7

3

8

3

9

4

0

4

1

4

2

60

6

1

6

2

P

R

O

P

G

C

(

T

Y

P

E

V

B

)

PROJECT END

STA 61+90

N2920176.2298

E771237.8488

PROP FULL

DEPTH PAVEMENT

PROJECT END

STA 22+20

N2920012.8322

E771486.7777

LIMIT OF 200' RFA

LIMIT OF

200' RFA

LIMIT OF 100'

BUFFER ZONE

LIMIT OF 100'

BUFFER ZONE


E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

PROP BRICK WALK

TO MEET EXIST

E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

SAWCUT &

MEET EXIST

CONC WALK

SAWCUT &

MEET EXIST

DRIVEWAY

SAWCUT & MEET

EXIST DRIVEWAY

SAWCUT &

MEET EXIST

DRIVEWAY

SAWCUT & MEET

EXIST DRIVEWAY

SAWCUT &

MEET EXIST

DRIVEWAY

5' CEM CONC SW

SAWCUT & MEET

EXIST CEM CONC SW

B

E

G

I

N

R

O

A

D

S

I

D

E

T

R

E

E

P

R

O

T

E

C

T

I

O

N

P

R

O

P

T

E

M

P

E

A

S

E

M

E

N

T

E

N

D

R

O

A

D

S

I

D

E

T

R

E

E

P

R

O

T

E

C

T

I

O

NR&R COBBLESTONES

PROP CEM CONC

WALK TO MEET EXIST

MEET EXIST SW ON BRIDGE

R&S GC

R

E

M

E

X

I

S

T

B

I

T

W

A

L

K

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

CONSTRUCTION PLANS

607920

CONTINUED ON

SHEET NO. 9

607920[P

S&

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8-Jul-2015

7:42 A

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20

SCALE: 1" = 20'

0 50 100

CO

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IN

UE

D O

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SH

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NONE

TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS

PLANT LIST

SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY

ACER RUBRUM

'OCTOBER GLORY'

RED MAPLE

'OCTOBER GLORY'

3-3.5" CALIPER 3

SEE SHEET 20

TAP-002S(823)X

8 43

NONE SEE SHEET 20

PLANTING NOTES:

1. CONTRACTOR SHALL HAVE ALL SUBSURFACE UTILITIES MARKED PRIOR TO THE

START OF WORK.

2. FINAL LOCATION OF ALL PLANT MATERIAL WILL BE APPROVED BY THE RESIDENT

ENGINEER PRIOR TO PLANTING.

3. ALL PLANT MATERIAL WILL HAVE TAGS INDICATING COMMON NAME, BOTANICAL

NAME & SIZE.

4. ALL PLANTS WILL BE MULCHED PER THE PLANTING SPECIFICATIONS AND DETAILS.

5. ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED

OTHERWISE.

6. NO CONSTRUCTION EQUIPMENT OR VEHICLES SHALL BE STORED UNDER TREES

OR WITHIN THE TREE PROTECTION ZONE. AREAS DISTURBED BY THE

CONTRACTOR'S OPERATIONS, INCLUDING BUT NOT LIMITED TO TREES AND

GRASSED AREAS, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL

CONDITION AT THE CONTRACTORS EXPENSE.

D

CONSTRUCTION NOTES:

1. ALL FIELD SURVEY DATA WAS RECORDED IN

HANCOCK ASSOCIATES, INC. FIELD BOOK #695.

INFORMATION. ALL PRIVATE PROPERTY LINES HAVE

BEEN ESTABLISHED FROM AVAILABLE INFORMATION

AND THEIR EXACT LOCATION ARE NOT GUARANTEED.

(CATCH BASINS, DRAIN MANHOLES, SEWER

MANHOLES, WATER GATES, ETC.) SHALL BE

ADJUSTED BY THE CONTRACTOR TO FINISHED

GRADE UNLESS DIRECTED OTHERWISE.

9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK

DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE RESTORED BY THE CONTRACTOR TO THEIR

ORIGINAL CONDITION AT THE CONTRACTORS

15. PROPOSED GRANITE TRANSITION CURBING SHALL BE

USED AT ALL WHEELCHAIR RAMP LOCATIONS AND TO

MEET EXISTING PAVEMENT.

RE

T S

RW

R

E

T

H

E

D

G

E

S

R

&

S

G

C

R

&

S

G

C

PROP GC (TYPE VB)

RE

T T

RE

E

RE

T T

RE

ES

(T

YP

)

R

E

T

C

R

W

C

O

N

S

T

B

L

RE

T W

RW

5' (

M

IN) H

M

A S

W

5' (M

IN

) H

M

A

S

W

5' (M

IN

) H

M

A

S

W

P

R

O

P

S

A

W

C

U

T

N

E

L

M

L

A

W

N

S

T

R

E

E

T

(T

O

W

N

L

A

Y

O

U

T

- A

C

C

E

P

T

E

D

1

9

6

0

)

(P

U

B

L

IC

W

A

Y

- 3

0

' W

ID

T

H

)

P

R

O

P

S

A

W

C

U

T

CA

NT

ON

AV

EN

UE

(TO

WN

LA

YO

UT

- A

CC

EP

TE

D 1

897)

(PU

BL

IC W

AY

- V

AR

IAB

LE

WID

TH

)

C

A

P

E

C

O

D

L

A

N

E

(T

O

W

N

L

A

Y

O

U

T

- A

C

C

E

P

T

E

D

1

9

3

9

)

(P

U

B

L

IC

W

A

Y

- 4

0

' W

ID

T

H

)

M

E

E

T

E

X

IS

T

G

C

M

E

E

T

E

X

IS

T

G

C

E

X

IS

T

1897 T

O

W

N

LA

Y

O

U

T

E

X

I

S

T

1

8

7

0

T

O

W

N

L

A

Y

O

U

T

EX

IST

1897 T

OW

N L

AY

OU

T

M

E

E

T

E

X

IS

T

G

C

PROP 4" L&S

T

O

W

N

LA

Y

O

U

T

T

O

W

N

L

A

Y

O

U

T

RE

T S

RW

R

E

M

B

IT

W

A

LK

;

P

R

O

P

4" L&

S

P

R

O

P

G

C

(T

Y

P

E

V

B

)

R

E

T

G

C

PR

OP

HM

A D

RIV

EW

AY

TO

M

AT

CH

EX

IST

ING

PR

O

P H

M

A D

RIV

EW

AY

TO

M

AT

CH

EX

IST

ING

P

R

O

P

C

E

M

C

O

N

C

W

A

LK

T

O

M

E

E

T

E

X

IS

T

P

R

O

P

T

E

M

P

E

A

S

E

M

E

N

T

PR

O

P T

EM

P

EA

SE

M

EN

T

PROJECT BEGIN

STA 30+75

N2919192.8871

E770887.8991

P

R

O

P

T

E

M

P

E

A

S

E

M

E

N

T

A

P

P

R

O

X

LO

G

AP

PR

OX

LO

G

REM TREE

RET STONE WALL

5

'

(

M

I

N

)

H

M

A

S

W

PROP SAWCUT

PROP GC (TYPE VB)

31

32

33

34

35

36

V

O

S

E

S

L

A

N

E

(

T

O

W

N

L

A

Y

O

U

T

-

A

C

C

E

P

T

E

D

1

8

7

0

)

(

P

U

B

L

I

C

W

A

Y

-

V

A

R

I

A

B

L

E

W

I

D

T

H

)

PROP GC

TRANS

PROP GC

TRANS

PROP GC

TRANS

B

E

G

IN

T

R

E

E

T

R

IM

M

IN

G

E

N

D

T

R

E

E

T

R

IM

M

IN

G

TR

IM

T

R

E

E

S

(S

E

E

N

O

TE

17)

5' (M

IN

) H

M

A

S

W

SA

W

CU

T &

M

EE

T

EX

IST

DR

IVE

W

AY

SA

W

CU

T &

M

EE

T

EX

IST

DR

IVE

W

AY

SA

W

CU

T &

ME

ET

EX

IST

DR

IVE

W

AY

SA

W

CU

T &

ME

ET

EX

IST

DR

IVE

W

AY

S

A

W

C

U

T &

M

E

E

T E

X

IS

T S

W

S

A

W

C

U

T &

M

E

E

T E

X

IS

T S

W

P

R

O

P

4" L&

S

EX

IST

1897 T

O

W

N L

AY

O

UT

P

R

O

P

4" L&

S

PROP 4" L&S

APPROX LOG

AP

PR

OX

LO

G

P

R

O

P

4" L&

S

CONSTRUCTION NOTES:

1. ALL FIELD SURVEY DATA WAS RECORDED IN

HANCOCK ASSOCIATES, INC. FIELD BOOK #695.

a. COORDINATE VALUES FOR THE PROJECT ARE

DERIVED FROM G.P.S. SATELLITE OBSERVATIONS

(CORS GPS AND MAINE TECHNICAL SOURCE RTK

NETWORK) ON THE NORTH AMERICAN DATUM OF

1983 (NAD 83-GEOID 12) TRANSFORMED TO THE

MASSACHUSETTS STATE PLANE COORDINATE

SYSTEM - MAINLAND ZONE ON 03/04/14 WITH A

SCALE FACTOR OF 0.99996508.

b. ELEVATIONS SHOWN HEREON REFER TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). SAID

VERTICAL DATUM DERIVED FROM G.P.S. OBSERVATIONS

UTILIZING SURVEY CONTROL (DRILL HOLES IN CURBING

AND LEDGE) ESTABLISHED IN DORCHESTER, MA BY THE

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION,

MASSDOT PROJECT #P606584-P11, NEPONSET RIVER &

I93 ("STA1" ELEV. = 18.737, "STA2" ELEV. = 24.692).

2. ALL EXISTING COUNTY AND TOWN LOCATION LINES

HAVE BEEN ESTABLISHED FROM AN ACTUAL

ON-THE-GROUND SURVEY AND RECORD

INFORMATION. ALL PRIVATE PROPERTY LINES HAVE

BEEN ESTABLISHED FROM AVAILABLE INFORMATION

AND THEIR EXACT LOCATION ARE NOT GUARANTEED.

3. THE 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 CONTACT DIGSAFE

(1-800-DIGSAFE) A MINIMUM OF 72 HOURS PRIOR TO

ANY CONSTRUCTION TO VERIFY THE LOCATION OF

ALL EXISTING UTILITIES BEFORE COMMENCING

WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY

AND ALL DAMAGES WHICH MIGHT BE OCCASIONED

BY THE CONTRACTOR'S FAILURE TO LOCATE AND

PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT

WITH THE PROPOSED WORK, THE LOCATION,

ELEVATION AND SIZE OF THE UTILITY SHALL BE

ACCURATELY DETERMINED WITHOUT DELAY BY THE

CONTRACTOR, AND THE INFORMATION FURNISHED

TO THE ENGINEER FOR RESOLUTION OF THE

CONFLICT.

5. ALL MUNICIPALLY OWNED UTILITY STRUCTURES

(CATCH BASINS, DRAIN MANHOLES, SEWER

MANHOLES, WATER GATES, ETC.) SHALL BE

ADJUSTED BY THE CONTRACTOR TO FINISHED

GRADE UNLESS DIRECTED OTHERWISE.

CONTRACTOR SHALL COORDINATE WITH THE MILTON

DEPARTMENT OF PUBLIC WORKS (DPW) TO ALLOW

FOR THE REPLACEMENT OF EXISTING UTILITY

STRUCTURES IN POOR CONDITION. ALL NEW UTILITY

STRUCTURES TO BE PROVIDED AND INSTALLED BY

THE DPW.

6. ALL PRIVATELY OWNED UTILITY STRUCTURES (GAS

GATES, ELECTRIC/TELEPHONE MANHOLES, ETC.)

SHALL BE ADJUSTED TO FINISHED GRADE BY THE

PRIVATE UTILITY COMPANY, UNLESS DIRECTED

OTHERWISE. THE CONTRACTOR SHALL COORDINATE

WITH PRIVATE UTILITY COMPANIES FOR THE

ALTERATION AND ADJUSTMENT, AS NECESSARY.

7. CATCH BASIN FRAMES AND GRATES SHALL BE IN

CONFORMANCE WITH MILTON DPW/ENGINEERING

STANDARDS.

8. PROPOSED LATERAL DRAIN PIPES SHALL BE

INSTALLED WITH A PITCH OF 1.0% (MINIMUM) UNLESS

OTHERWISE NOTED.

9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK

DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE RESTORED BY THE CONTRACTOR TO THEIR

ORIGINAL CONDITION AT THE CONTRACTORS

EXPENSE.

10. ALL DISTURBED AREAS OUTSIDE THE CURBLINE

SHALL BE STABILIZED WITH 4" LOAM AND SEED,

UNLESS OTHERWISE NOTED.

11. THE TERM "PROPOSED" (PROP) MEANS WORK TO BE

CONSTRUCTED USING NEW MATERIALS OR, WHERE

APPLICABLE, RE-USING EXISTING MATERIALS

IDENTIFIED AS "REMOVE AND RESET" (R&R).

12. THE TERM "MEET EXIST" MEANS TO MEET BOTH THE

EXISTING ALIGNMENT AND ELEVATION.

13. ALL EXISTING TREES WITHIN THE PROJECT LIMITS

SHALL BE RETAINED WITH TREE PROTECTION FENCE

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

14. AN UNOBSTRUCTED PATH OF TRAVEL WITH A

MINIMUM WIDTH OF 3'-3" SHALL BE MAINTAINED PAST

ALL OBSTRUCTIONS (UTILITY POLES, SIGNS,

MAILBOXES, ALONG DRIVEWAY OPENINGS, ETC.)

15. PROPOSED GRANITE TRANSITION CURBING SHALL BE

USED AT ALL WHEELCHAIR RAMP LOCATIONS AND TO

MEET EXISTING PAVEMENT.

16. THE CONTRACTOR SHALL REMOVE AND STACK

EXISTING CONCRETE STONE LANDSCAPE LOCATED

WITHIN THE RIGHT-OF-WAY AS SHOWN ON THE

PLANS AND AS REQUIRED FOR SIDEWALK

CONSTRUCTION.

17. TREES UP TO A HEIGHT OF 8' AND LOCATED WITHIN 5'

OF THE EDGE OF PAVEMENT ALONG CANTON

AVENUE SHALL BE TRIMMED BY THE CONTRACTOR

FOR THE PURPOSE OF ENHANCING VEHICULAR

SIGHT LINES.

= HMA DRIVEWAY


FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

CONSTRUCTION PLANS

607920

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 8

607920[P

S&

E]H

D5-(C

ON

ST

RU

CT

IO

N P

LA

NS

).D

WG

8-Jul-2015

7:42 A

MP

lotted on

20

SCALE: 1" = 20'

0 50 100


NONE


NONE

WATER SUPPLY ALTERATIONS DRAINAGE DETAILS

SEE SHEET 21SEE SHEET 21

TAP-002S(823)X 9 43

D

D

D

D

11

12

13

14

15

16

17

PT +40.80

N

BROOK ROAD

VO

SE

S

LA

NE

+80.0

OFFSET: 14.1

3

3

7

.

1

3

'

T

O

S

M

H

7

0

.

1

3

'

T

O

C

B

93.6

3'

TO

UP

D5

D6

D7

D8

D10 D11

D9

C3

C4

C5

+83.3

OFFSET: 58.0

+87.5

OFFSET: 58.0

PROP CB

RIM = 34.30

PROP GI

RIM=34.45

PROP GI

RIM = 35.75

RIM = 43.00

EXIST CB

RIM = 38.45

36.00'

16.00'

9.00'

18.00'

C1

L2

D1

D2 D3

D4

+16.0

OFFSET: 53.4

+12.1

OFFSET: 53.1

+55.8

OFFSET: 54.3

+39.4

OFFSET: 55.9

+41.3

OFFSET: 51.5

+27.9

OFFSET: 51.5

+06.5

OFFSET: 51.5

+93.8

OFFSET: 51.6

+57.0

OFFSET: 51.5

+46.9

OFFSET: 51.5

+97.9

OFFSET: 49.5

+94.6

OFFSET: 49.3

EXIST CB

RIM = 36.37

+26.5

OFFSET: 67.5

+06.5

OFFSET: 67.2

+73.6

OFFSET: 34.0

+70.0

OFFSET: 34.0

+14.5

OFFSET: 34.0

+17.5

OFFSET: 33.9

+22.8

OFFSET: 34.2

+37.7

OFFSET: 34.2

+42.1

OFFSET: 35.9

+51.5

OFFSET: 36.0

+70.7

OFFSET: 38.1

+73.7

OFFSET: 38.1

+58.6

OFFSET: 54.5+81.7

OFFSET: 54.5

36.00'

36.00'

5

9

.

3

0

'

T

O

B

N

D

5

7

.

9

9

'

T

O

B

N

D

7

0

.

1

3

'

T

O

C

B

7

0

.

1

3

'

T

O

C

B

7

0

.

1

3

'

T

O

C

B

5

4

.

1

2

'

T

O

B

N

D

3

0

.4

4

'

T

O

B

N

D

PROB CB

RIM = 40.15

+80.0

OFFSET: 9.3

+60.8

OFFSET: 23.5

+60.8

OFFSET: 29.5

Δ

Δ

+14.30

OFFSET: 38.50

C57

C58

C59

C56

C60

+73.8

OFFSET: 24.5

+79.0

OFFSET: 24.5

+97.0

OFFSET: 23.5

+29.7

OFFSET: 29.5

+29.7

OFFSET: 28.5

SURVEY TRAVERSE DATA

Point #

3

4

Northing

2919722.4665

2919588.7442

Easting

770719.1465

770358.2008

Elevation

37.36

42.32

Raw Description

MTRV

spike set

BROOK ROAD CONSTRUCTION BASELINE DATA

NUMBER

L1

C1

L2

C2

L3

STARTING

STATION

9+00.00

10+41.29

12+40.80

19+12.45

21+17.56

NORTHING

2919576.5777

2919610.1863

2919676.5946

2919962.4767

2920009.8143

EASTING

770253.4968

770390.7363

770578.5185

771186.2851

771384.3776

CURVE DATA

R=1000.00' Δ 11°25'52"

L=199.51' T=100.09'

R=500.00' Δ 23°30'12"

L=205.11' T=104.02'

LINE DATA

N76°14'23"E

141.29'

N64°48'31"E

671.65'

N88°18'43"E

182.44'

ENDING

STATION

10+41.29

12+40.80

19+12.45

21+17.56

23+00.00

NORTHING

2919610.1863

2919676.5946

2919962.4767

2920009.8143

2920015.1889

EASTING

770390.7363

770578.5185

771186.2851

771384.3776

771566.7426

Curve Table

Curve #

C1

C2

C3

C4

C5

C56

C57

C58

C59

C60

Delta

84°57'10"

95°15'05"

89°59'58"

90°00'40"

90°00'00"

28°41'26"

26°26'58"

50°29'41"

26°26'58"

28°41'26"

Radius

30.00

32.00

15.00

16.00

4.25

25.00

30.00

20.00

30.00

25.00

Length

44.48

53.20

23.56

25.13

6.68

12.52

13.85

17.63

13.85

12.52

Tangent

27.47

35.08

15.00

16.00

4.25

6.39

7.05

9.43

7.05

6.39

PC Station Offset PT Station Offset

09+98.20 41.00 RT 10+30.00 66.10' RT

10+54.30 71.40 RT 10+84.00 36.00 RT

14+91.50 36.00 RT 15+06.50 51.00 RT

15+26.50 52.00 RT 15+42.50 36.00 RT

15+65.20 9.00 RT 15+65.20 18.00 RT

10+83.89 41.50 RT 10+95.45 38.50 RT

10+83.89 46.50 RT 10+96.70 43.45 RT

10+96.70 43.45 RT 11+13.05 43.45 RT

11+13.05 43.45 RT 11+25.86 46.50 RT

11+14.30 38.50 RT 11+25.86 41.50 RT

9

1

0

11

P

C

+

4

1

.2

9

4

EXIST CB

RIM = 43.00

BENCHMARK

TOP SPINDLE

EL=43.64

+55.4

OFFSET: 81.5

4

6

.

7

6

'

T

O

W

G

32

.7

3'

TO

W

G

4

6

.

7

6

'

T

O

W

G

C1

C2

L

1

N

+30.0

OFFSET: 66.1

+95.7

OFFSET: 41.2

B

R

O

O

K

R

O

A

D

CA

PE

C

OD

L

AN

E

EXIST CB

RIM = 41.28

Δ

Δ

C57

+95.45

OFFSET: 38.50

C56

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON

GLOVER ELEMENTARY

STATE

MA

PROJECT FILE NO.


607920

607920[P

S&

E]H

D6-(C

UR

B T

IE

&

G

RA

DIN

G).D

WG

8-Jul-2015

8:06 A

MP

lotted on

20

SCALE: 1" = 20'

0 50 100

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 11

NOTES:

1. SEE SHEET 24 FOR WHEELCHAIR RAMP DETAILS.

2. SEE SHEET 25 FOR DRIVEWAY DETAILS.

3. SEE CROSS SECTIONS (SHEETS 26 TO 43) FOR PROPOSED GRADE

INFORMATION ALONG THE ROADWAYS AND AT EACH DRIVEWAY.

4. GRADING SHOWN IS BEING USED FOR CHECKING

EXISTING SLOPES AND CURB REVEAL ONLY. THE CONTRACTOR

SHALL SET PROPOSED CURBING TO MATCH EXISTING PAVEMENT

GRADES AND PROVIDE 6" CURB REVEAL UNLESS NOTED

OTHERWISE; SEE WCR DETAILS ON SHEET 24.

XXX.X

43TAP-002S(823)X 10

CO

NT

IN

UE

D

AB

OV

E

CO

NT

IN

UE

D

BE

LO

W

D

D

D

2

3

17

18

19

20

2

1

2

2

PC +12.45

PT +17.56

3

7

3

8

3

9

4

0

4

1

4

2

4

3

P

C

+

1

4

.

6

7

P

T

+

1

5

.

9

2

B

R

O

O

K

R

O

A

D

C

A

N

T

O

N

A

V

E

N

U

E

C

A

N

T

O

N

A

V

E

N

U

E

60

6

1

6

2

PC

+

68.13

P

T

+

5

6

.

5

3

+71.8

OFFSET: 15.0

2

21

20

4

4

.

3

2

'

T

O

S

M

H

1

9

.

6

9

'

T

O

U

P

6

0

.

6

2

'

T

O

T

M

H

N

D11

D12

D13

D14

D15

C6

C12

C16 C23

C25

C26

C27

C32

C33

C34

C35

C36

C37

5

0

.

0

6

'

T

O

B

L

D

G

C

O

R

5

4

.

6

6

'

T

O

U

P

46.52'

TO TS POST



C24

PROP GI

RIM = 32.00

R

E

M

O

D

C

B

R

I

M

=

3

3

.

7

5

E

X

I

S

T

C

B

R

I

M

=

3

3

.

7

4

EXIST CB

RIM = 29.12

EXIST CB

RIM = 29.28

EXIST CB

RIM = 29.16

+81.8

OFFSET: 14.8



36.00'

16.00'

9.00'

16.00'

16.00'

1

5

.

0

0

'

1

5

.

0

0

'

18.00'

BENCHMARK

CBLP(FD)

EL=51.57

BENCHMARK

XCUT ON BOLT

EL=33.20

18.00'

5.00'

5.00'

3

.

0

0

'

5

.

0

0

'

1

2

.

0

0

'

P

R

O

P

G

I

R

I

M

=

3

2

.

2

0

C28

C29

C30

C31

C14

C15

C7

C11

C13

C17

C18

C19

C20

C21

C22

C38

C39

C40

C41

C42

L

3

C

2

L

5

L

6

C

4

L7

L

8

C

5

+17.5

OFFSET: 21.7

+16.3

OFFSET: 23.0

+03.6

OFFSET: 40.2

+07.6

OFFSET: 40.1

+64.3

OFFSET: 29.8

+68.3

OFFSET: 30.0

+26.6

OFFSET: 30.7

+30.6

OFFSET: 30.4

+54.0

OFFSET: 40.0

+56.3

OFFSET: 40.0

+68.2

OFFSET: 34.0

+71.2

OFFSET: 34.0

+84.3

OFFSET: 36.0

+87.3

OFFSET: 36.0

+90.00

OFFSET: 14.00

+81.7

OFFSET: 15.2

+29.7

OFFSET: 54.0

+47.8

OFFSET: 54.0

+84.2

OFFSET: 41.5

+92.2

OFFSET: 41.5

+13.0

OFFSET: 13.8

C43

C8

C9

L2

2

6

.

6

9

'

T

O

B

N

D

4

7

.

3

8

'T

O

B

N

D

C10

C44

C45

C46

C47

PROP GI

RIM=32.80

+29.7

OFFSET: 19.3

+29.7

OFFSET: 24.3

+22.8

OFFSET: 43.7

+22.7

OFFSET: 38.7

+30.8

OFFSET: 20.1

+30.8

OFFSET: 25.1

OFFSET: 28.0

Δ

Δ

+60.0

OFFSET: 15.5

+00.0

OFFSET: 15.5


Point #

1

2

20

21

Northing

2920520.9245

2919945.1445

2920188.2885

2920143.1716

Easting

771763.4005

771302.7515

771224.6173

771475.8082

Elevation

31.31

32.62

32.57

30.31

Raw Description

drill hole found

spike set

drill hole set

mag nail set

TURNER POND PARKING LOT CONSTRUCTION BASELINE DATA

NUMBER

L7

C5

L8

STARTING

STATION

60+00.00

60+68.13

61+56.53

NORTHING

2919991.7373

2920055.9545

2920143.0654

EASTING

771265.0943

771242.3425

771233.3512

CURVE DATA

R=186.00' Δ 27°13'55"

L=88.40' T=45.05'

LINE DATA

N19°30'32"W

68.13'

N7°43'23"E

68.47'

ENDING

STATION

60+68.13

61+56.53

62+25.00

NORTHING

2920055.9545

2920143.0654

2920210.9124

EASTING

771242.3425

771233.3512

771242.5522

Curve Table

Curve #

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

Delta

180°10'55"

26°48'23"

117°06'04"

0°50'37"

86°18'34"

1°23'55"

36°15'20"

73°53'03"

66°19'27"

139°01'21"

1°33'42"

115°04'58"

118°31'33"

136°59'11"

68°24'48"

Radius

3.00

32.00

3.00

506.00

20.00

506.00

18.00

20.00

25.00

3.00

506.00

3.00

3.00

25.00

17.00

Length

9.43

14.97

6.13

7.45

30.13

12.35

11.39

25.79

28.94

7.28

13.79

6.03

6.21

59.77

20.30

Tangent

1888.62

7.63

4.91

3.73

18.75

6.18

5.89

15.04

16.34

8.03

6.90

4.72

5.05

63.44

11.56


Curve Table

Curve #

C34

C35

C36

C37

C38

C39

C40

C41

C42

C43

C44

C45

C46

C47

Delta

135°45'12"

21°24'34"

21°26'01"

22°18'01"

172°14'44"

8°13'40"

180°59'52"

5°57'50"

47°26'45"

10°20'58"

22°19'54"

22°19'54"

22°19'54"

22°19'54"

Radius

12.00

25.00

25.00

20.00

2.00

488.00

3.50

488.00

125.00

475.00

20.00

20.00

20.00

20.00

Length

28.43

9.34

9.35

7.78

6.01

70.08

11.06

50.80

103.51

85.80

7.80

7.80

7.80

7.80

Tangent

29.52

4.73

4.73

3.94

29.51

35.10

401.94

25.42

54.93

43.02

3.95

3.95

3.95

3.95


19+92.35 37.23 LT 19+97.92 37.62 LT

19+98.24 32.66 LT 20+02.51 18.53 LT

20+00.15 13.98 LT 20+02.51

19+93.03 13.48 LT 20+00.15

20+09.45 33.76 LT 20+29.28 16.01 LT

20+41.21 16.83 LT

20+51.18 21.11 LT

20+23.79 25.52 LT 20+40.64 41.48 LT

20+44.89 34.69 LT 20+56.21 58.18 LT

20+43.91 50.34 LT 20+54.09 62.57 LT

20+98.38 25.96 LT 21+00.56 20.83 LT

21+44.97 50.85 LT 21+46.70 41.72 LT

21+51.50 27.58 LT 21+60.64 29.26 LT

21+83.52 38.07 LT 21+91.14 39.40 LT

21+74.35 4.25 LT 21+74.41 0.25 LT

21+04.43 3.04 LT 21+74.35 4.25 LT

21+04.43 3.04 LT 21+04.94 3.94 RT

21+04+94 3.94 RT 21+55.74 1.30 RT

19+97.12 61.62 RT 20+98.44 22.29 RT

20+98.75 22.27 RT 22+17.40 21.56 RT

21+00.56 20.83 LT 21+13.76 21.69 LT

21+16.09 26.13 LT

21+08.02 36.01 LT 21+17.68 34.73 LT

18.53 LT

13.98 LT

20+29.28 16.01 LT

20+41.21 16.83 LT

21+13.76 21.69 LT

21+44.97 50.85 LT 21+49.20 69.49 LT

21+52.61 65.83 LT 21+60.54 45.06 LT

38+00.00 20.50 LT 37+92.40 19.00 LT

37+92.40 19.00 LT 37+84.80 17.50 LT

36+75.20 17.50 LT 36+67.60 19.00 LT

36+67.60 19.00 LT 36+60.00 20.50 LT

19+37.11 35.44 RT 19+47.52 62.78 RT

19+55.35 16.22 RT 19+91.62 13.19 RT

19+90.94 4.71 RT 19+91.62 13.19 RT

19+48.53 7.72 RT

19+42.50 16.93 LT 19+49.16 13.84 LT

19+49.16 13.84 LT 19+55.77 10.83 LT

19+63.82 11.39 LT 19+81.37 31.74 LT

19+90.14 17.67 LT 19+93.03 13.48 LT

Curve Table

Curve #

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

Delta

148°57'36"

58°57'33"

23°32'35"

23°32'33"

148°57'33"

4°08'54"

179°13'06"

4°55'48"

56°07'35"

55°02'05"

86°20'25"

117°18'37"

26°56'29"

Radius

12.00

15.00

17.00

17.00

15.00

488.00

4.25

488.00

8.00

8.00

20.00

3.00

32.00

Length

31.20

15.44

6.99

6.99

39.00

35.33

13.29

41.99

7.84

7.68

30.14

6.14

15.05

Tangent

43.21

8.48

3.54

3.54

54.01

17.67

623.00

21.01

4.26

4.17

18.76

4.93

7.67


19+92.63 32.34 LT

19+90.94 4.71 RT

19+90.14 17.67 LT

19+12.22 46.50 RT 19+19.36 68.74 RT

19+29.52 69.10 RT 19+37.21 55.96 RT

19+12.22 41.50 RT 19+19.63 42.87 RT

19+19+63 42.87 RT 19.27.10 44.13 RT

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON

GLOVER ELEMENTARY

STATE

MA

PROJECT FILE NO.


607920

607920[P

S&

E]H

D6-(C

UR

B T

IE

&

G

RA

DIN

G).D

WG

8-Jul-2015

8:07 A

MP

lotted on

20

SCALE: 1" = 20'

0 50 100

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 10

CONTINUED ON

SHEET NO. 12

NOTES:








GRADES AND PROVIDE 6" CURB REVEAL UNLESS NOTED OTHERWISE;

SEE WCR DETAILS ON SHEET 24.

5. SEE SHEET 10 FOR BROOK ROAD CONSTRUCTION BASELINE DATA;

SEE SHEET 12 FOR CANTON AVENUE CONSTRUCTION BASELINE DATA.

XXX.X

43TAP-002S(823)X 11

D

30

31

32

33

34

35

36

P

C

+

41.44

P

T +

09.74

N

E

L

M

L

A

W

N

S

T

R

E

E

T

CA

NT

ON

AV

EN

UE

C

A

P

E

C

O

D

L

A

N

E

V

O

S

E

S

L

A

N

E

30

5

31

18.45'

TO WG

18.34'

TO SMH

24.58'

TO WG

71.61'

TO

U

P

18.66'

TO RET WALL COR

9.35'

TO UP

19.36'

TO WG

26.64'

TO SMH

7

3

.6

0

'

T

O

U

P

D16

D17

D18

D19

C53

C52

C49

C48

C50

3" C

UR

B

RE

VE

AL

RE

M

OD

CB

RIM

= 5

2.4

5

PROP CB

RIM = 49.00

E

X

IS

T

C

B

R

IM

=

56.52

E

X

IS

T

C

B

R

IM

=

56.40

E

X

IS

T

C

B

R

IM

=

49.24

12.00'

BENCHMARK

CBLP(FD)

EL=51.57

C51

L4

C3

12.00'

12.00'

3" C

UR

B

RE

VE

AL

+86.7

OFFSET: 12.6

+07.1

OFFSET: 32.7

+30.0

OFFSET: 32.3

+41.0

OFFSET: 28.5

+59.8

OFFSET: 46.1

+62.6

OFFSET: 56.6

+02.9

OFFSET: 28.3

+24.1

OFFSET: 31.8

+74.3

OFFSET: 11.6

C54

C55

L5

5

1

.

2

3

'

T

O

B

N

D

2

2

.

9

8

'

T

O

B

N

D

12.00'

+67.5

OFFSET: 59.7

REMOD CB

RIM = 49.33

12.00'

+55.0

OFFSET: 28.0

+82.2

OFFSET: 28.0

Δ

Δ

Δ

Δ

OFFSET: 15.5

+43.2

OFFSET: 28.0

+54.4

OFFSET: 28.0

CANTON AVENUE CONSTRUCTION BASELINE DATA

NUMBER

L4

C3

L5

C4

L6

STARTING

STATION

30+00.00

33+41.44

35+09.74

39+14.67

41+15.92

NORTHING

2919121.4363

2919446.7196

2919597.8284

2919934.4527

2920089.4009

EASTING

770865.1005

770968.8920

771041.7208

771266.7975

771394.6769

CURVE DATA

R=600.00' Δ 16°04'15"

L=168.29' T=84.70'

R=1000.00' Δ 11°31'49"

L=201.24' T=100.96'

LINE DATA

N17°41'49"E

341.44'

N33°46'04"E

404.94'

N45°17'53"E

184.08'

ENDING

STATION

33+41.44

35+09.74

39+14.67

41+15.92

43+00.00

NORTHING

2919446.7196

2919597.8284

2919934.4527

2920089.4009

2920218.8880

EASTING

770968.8920

771041.7208

771266.7975

771394.6769

771525.5188


Point #

5

30

31

Northing

2919394.0353

2919497.8358

2919258.7938

Easting

771043.8438

770967.1645

770891.9029

Elevation

51.32

49.38

55.15

Raw Description

mag nail set

mag nail found

drill hole set

Curve Table

Curve #

C48

C49

C50

C51

C52

C53

C54

C55

Delta

117°59'50"

62°15'19"

54°17'44"

86°07'00"

90°00'01"

89°13'07"

88°28'04"

90°09'14"

Radius

12.00

15.00

15.00

10.00

17.00

15.00

15.00

15.00

Length

24.71

16.30

14.21

15.03

26.70

23.36

23.16

23.60

Tangent

19.97

9.06

7.69

9.34

17.00

14.80

14.60

15.04


34+02.87 28.34 LT 33+86.13 12.00 LT

34+07.09 12.00 RT 33+94.52 18.12 RT

32+79.49 17.50 LT 32+69.51 26.82 LT

32+40.99 28.52 LT 32+26.00 12.00 LT

31+45.10 12.00 LT 31+30.10 26.60 LT

31+07.06 27.55 LT 30+92.02 12.55 LT

34+33.12 12.00 LT 34+24.13 31.82 LT

32+76.80 12.00 LT 32+59.50 29.00 LT

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON

GLOVER ELEMENTARY

STATE

MA

PROJECT FILE NO.


607920

607920[P

S&

E]H

D6-(C

UR

B T

IE

&

G

RA

DIN

G).D

WG

8-Jul-2015

8:07 A

MP

lotted on

20

SCALE: 1" = 20'

0 50 100

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 11

NOTES:








GRADES AND PROVIDE 6" CURB REVEAL UNLESS NOTED

OTHERWISE; SEE WCR DETAILS ON SHEET 24.

XXX.X

43TAP-002S(823)X 12

BROOK ROAD

VO

SE

S L

AN

E

RET


EX

IS

T 1870 T

OW

N LA

YO

UT

8' CW

11'

11'

EX

IS

T 1870 T

OW

N LA

YO

UT

4" SYEL

4" SYEL


7'

12" SL

4" SWEL

4" SYEL

4" SYEL

4" SWLL

5'

5'

N

R7-1SP

22'

R4-7

R1-1

PROP BIKE LANE

PVMT MARKING (TYP)

4" SWLL

4" SWLL

R3-17

R3-17

2'

2'

R4-7

4" BWL

(2' LINE W/ 6' GAP)

7'

5'

5'

5'

4" SWLL

4" S

YE

L

4" S

W

LL

4" S

W

EL

4" S

YE

L

4" S

W

LL

R

3-17

11'

5'

2'±

5'

11'

2'±



4" D

YC

L

PROP BIKE LANE

PVMT MARKING (TYP)

LIMIT OF STRIPING

(MEET EXISTING)

REMOVE EXIST SWL

11

12

13

14

15

16

17

5'

5'

5'

11'

10' 10'

4" S

Y

E

L

R4-7

4" S

Y

E

L

4" S

W

LL

11'

5'

5'

5'

(TYP)

R1-1

8' C

W

12" S

L

P

R

O

P

B

IK

E

L

A

N

E

P

V

M

T

M

A

R

K

IN

G

(T

Y

P

)

R

3-17

4" D

Y

C

L

L

IM

IT

O

F

S

T

R

IP

IN

G

(M

E

E

T

E

X

IS

T

IN

G

)

CA

PE

C

OD

LA

NE

1

0

11

4" S

Y

E

L

R4-7

4" S

Y

E

L

4" S

W

LL

11'

5'

5'

5'

R4-7

L

IM

IT

O

F

S

T

R

IP

IN

G

(M

E

E

T

E

X

IS

T

IN

G

)

N

4" B

W

L (2' LIN

E

W

/ 6' G

A

P

)

B

R

O

O

K

R

O

A

D

RET

2'

14'±

5'

3'

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.


607920

607920[P

S&

E]H

D7-(S

IG

NIN

G &

S

TR

IP

IN

G).D

WG

8-Jul-2015

7:43 A

MP

lotted on

20

SCALE: 1" = 20'

0 50 100

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 14

NOTES:

1. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE

RETAINED UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK BEING

RETAINED SHALL BE RE-APPLIED USING THERMOPLASTIC

MATERIALS.

3. ALL EXISTING PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK

NOT BEING RE-APPLIED SHALL BE REMOVED BY APPROVED

METHOD.

43TAP-002S(823)X 13

CO

NT

IN

UE

D

BE

LO

W

CO

NT

IN

UE

D

AB

OV

E

C

A

N

T

O

N

A

V

E

N

U

E

C

A

N

T

O

N

A

V

E

N

U

E

R&S

R&R

R&S

RET

B

R

O

O

K

R

O

A

D

R4-7

R&R

R&S

R&S

RET

R1-1

"CANTON

AVE"

E

X

I

S

T

1

9

0

1

T

O

W

N

L

A

Y

O

U

T

E

X

I

S

T

1

9

0

1

T

O

W

N

L

A

Y

O

U

T

1

2

" S

L

8

'

C

W

R&S

N

12" S

L

R&S

22'

R

&

S

1

2

"

S

L

4" BWL (2' LINE W/ 6' GAP)

4" SWLL

4" SYEL

4" SYEL

PROP SIGN

(SEE NOTES 4 & 5)

R3-17

4

"

D

Y

C

L

4

"

D

Y

C

L

7'


S5-2

8

'

C

W

4

"

D

Y

C

L

S1-1

SP-1

W16-6pL

W

1

1

-

1

W

1

6

-

1


R1-1

R1-1

S

1

-

1

S

P

-

1

W

1

6

-

6

p

R

W

1

1

-

1

W

1

6

-

1

P

R

O

P

B

I

K

E

L

A

N

E

P

V

M

T

M

A

R

K

I

N

G

(

T

Y

P

)

4

" B

W

L

(2

' L

IN

E

W

/ 6

' G

A

P

)

PROP FLASHING

WARNING ASSEMBLY

S4-3P, R2-1(20), S4-4P

E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

E

X

I

S

T

1

8

9

7

T

O

W

N

L

A

Y

O

U

T

PROP SIGN

(SEE NOTES 4 & 5)

R3-17

BROOK ROAD

L

I

M

I

T

O

F

S

T

R

I

P

I

N

G

(

M

E

E

T

E

X

I

S

T

I

N

G

)

T

U

R

N

E

R

P

O

N

D

P

A

R

K

IN

G

L

O

T

R&R

R&S

1

2

'

1

2

'

±

11'

5'

13'

11'

5'

R3-17

5'

5'

5'

7'

H1-2

R1-2

S1-1

W16-7pL

S1-1

W16-7pR

R

&

S

R3-2

H1-2

R4-7

R4-7

3

7

3

8

3

9

4

0

4

1

4

2

6

1

17

18

19

2

0

2

1

2

2

4

"

S

Y

E

L

4

"

S

Y

E

L

4

"

S

W

L

L

1

5

'

1

5

'

L

I

M

I

T

O

F

S

T

R

I

P

I

N

G

(

M

E

E

T

E

X

I

S

T

I

N

G

)

R4-8

4

"

S

W

L

L

4

" S

W

L

L

R5-1

5

'

5

'

5

'

8

'

5

'

4'

1

2

'

5

'

3

'

14'

5

'

1

6

'

5'

1

1

'

5

'

1

1

'

5

'

2'

2'

S1-1

W16-7pR

R4-7

S1-1

W16-7pL

P

R

O

P

Y

I

E

L

D

L

I

N

E

P

V

M

T

M

A

R

K

I

N

G

(

T

Y

P

)

2

'

2

'

607920[P

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20

SCALE: 1" = 20'

0 50 100

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 13

CONTINUED ON

SHEET NO. 15

NOTES:

1. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS

INDICATED OTHERWISE ON THE DRAWINGS.

2. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK BEING RETAINED SHALL

BE RE-APPLIED USING THERMOPLASTIC MATERIALS.

3. ALL EXISTING PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK NOT BEING

RE-APPLIED SHALL BE REMOVED BY APPROVED METHOD.

4. MBTA TO FURNISH SIGNS AND CONTRACTOR TO INSTALL IN ACCORDANCE WITH

MBTA BUS STOP PLANNING & DESIGN GUIDELINES.

5. MBTA SIGNS TO BE INSTALLED 18-24" OFFSET FROM FACE OF CURB.

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.


607920

43TAP-002S(823)X 14

CA

NT

ON

AV

EN

UE

R&S

R&S

12'

12'±

12" S

L

8

' C

W

4" D

Y

C

L

N

V

O

S

E

S

L

A

N

E

12" S

L

8

' C

W

E

L

M

L

A

W

N

S

T

R

E

E

T

C

A

P

E

C

O

D

L

A

N

E

8' CW

R&

S

RE

AP

PLY

SH

AR

RO

W

PV

MT

MA

RK

ING

S (

TY

P)

W

11-1

W

16-1

E

X

I

S

T

1

8

7

0

T

O

W

N

L

A

Y

O

U

T

R1-1

R1-1

W

11-1

W

16-1

RET

R&R

E

X

I

S

T

1

8

7

0

T

O

W

N

L

A

Y

O

U

T

R1-1

4" D

Y

C

L

3'

5'

12" SL

R1-1

VOSES LANE

R&R

12" S

L

5

0

'

-

4

"

D

Y

C

L

8

' C

W

2

0

'

-

4

"

D

Y

C

L

S1-1

W16-9p

S1-1

W16-7pL

S1-1

W16-7pL

S1-1

W16-9p

31

32

3

3

34

35

36

W2-7R

5

'

1

2

'

1

2

'±

6'

1

2

'

1

2

'±

LIM

IT

O

F

S

T

R

IP

IN

G

(M

E

E

T

E

X

IS

T

IN

G

)

607920[P

S&

E]H

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lotted on

20

SCALE: 1" = 20'

0 50 100

NOTES:

1. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE

RETAINED UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. ALL PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK BEING

RETAINED SHALL BE RE-APPLIED USING THERMOPLASTIC

MATERIALS.

3. ALL EXISTING PAVEMENT MARKINGS WITHIN THE LIMITS OF WORK

NOT BEING RE-APPLIED SHALL BE REMOVED BY APPROVED

METHOD.

CO

NT

IN

UE

D O

N

SH

EE

T 14

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.


607920

43TAP-002S(823)X 15

TRAFFIC SIGN SUMMARY

IDENTIFICATION

NUMBER

SIZE OF SIGN (INCHES)

LEGEND

TEXT DIMENSIONS (INCHES)

NUMBER OF

SIGNS

REQUIRED

COLOR

NUMBER OF

P-5 POSTS

REQUIRED

UNIT

AREA

(S.F.)

AREA IN

SQUARE

FEET

WIDTH HEIGHT

LETTER

HEIGHT

VERTICAL

SPACING

ARROW

RTE.

MKR.

BACKGROUND LEGEND BORDER

R1-1 30 30 1 9 RED WHITE WHITE 9 6.25 56.25

R1-2 30 30 1 WHITE RED RED 1 6.25 6.25

R2-1(20)

24 30 1 WHITE BLACK BLACK

0

MOUNT W/

SCHOOL

FLASHER

5.00 5.00

R3-2 24 24 1 WHITE

RED /

BLACK

BLACK 1 4.00 4.00

R3-17 30 24 6 WHITE BLACK BLACK 6 5.00 30.00



R5-1 30 30 1 WHITE RED WHITE 1 6.25 6.25

R7-1SP 12 18 MASSDOT STANDARD SIGN 1 WHITE RED RED 1 1.50 1.50

S1-1 36 36 1 10

FL.

YELLOW-

GREEN

BLACK BLACK 10 9.00 90.00

S4-3P 24 8 1

FL.

YELLOW-

GREEN

BLACK BLACK

0

MOUNT W/

SCHOOL

FLASHER

1.33 1.33

S4-4P 24 10 1 WHITE BLACK BLACK

0

MOUNT W/

SCHOOL

FLASHER

1.67 1.67

TRAFFIC SIGN SUMMARY

IDENTIFICATION

NUMBER

SIZE OF SIGN (in)

LEGEND

TEXT DIMENSIONS (INCHES)

NUMBER OF

SIGNS

REQUIRED

COLOR

NUMBER OF

P-5 POSTS

REQUIRED

UNIT

AREA

(S.F.)

AREA IN

SQUARE

FEET

WIDTH HEIGHT

LETTER

HEIGHT

VERTICAL

SPACING

ARROW

RTE.

MKR.

BACKGROUND LEGEND BORDER

W11-1 30 30 1 4

FL.

YELLOW-

GREEN


W2-7R 30 30 1 YELLOW BLACK BLACK 1 6.25 6.25

W16-1 18 24 4

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

W11-1

3.00 12.00

W16-6pL

24 18 1

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

S1-1

3.00 3.00

W16-6pR

24 18 1

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

S1-1

3.00 3.00

W16-7pL

24 12 4

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

S1-1

2.00 8.00

W16-7pR

24 12 2

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

S1-1

2.00 4.00

W16-9p

24 12 2

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

S1-1

2.00 4.00

SP-1 36 30 MASSDOT STANDARD SIGN 2

FL.

YELLOW-

GREEN

BLACK BLACK

0

M0UNT W/

S1-1

7.50 15.00

S5-2 24 30 1 1 WHITE BLACK BLACK 1 5.00 5.00

H1-2 30 30 MASSDOT STANDARD SIGN 2 YELLOW

YELLOW

(RETRO-

FLECTIVE)

YELLOW

(RETRO-

FLECTIVE)

2 6.25 12.50

MBTA N/A N/A 5 2 5 2 N/A N/A

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NOTES:

1. SEE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS FOR TEXT AND LEGEND DIMENSIONS.

2. THE MINIMUM MOUNTING HEIGHT OF POST-MOUNTED SIGNS, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF

CURB OR SIDEWALK, OR THE ELEVATION OF THE NEAR EDGE OF TRAVEL WAY, SHALL BE 7 FEET UNLESS OTHERWISE SPECIFIED.

3. THE MOUNTING HEIGHT MEASURED VERTICALLY FROM THE BOTTOM OF THE OBJECT MARKER (HI-2), R4-7, AND R4-8 SIGNS TO THE TOP OF

CURB OR SIDEWALK, OR THE ELEVATION OF THE NEAR EDGE OF TRAVEL WAY, SHOULD BE 4 FEET.

4. ALL SIGN ASSEMBLY POSTS SHALL BE P-5 POSTS AND SHALL BE INSTALLED IN ACCORDANCE WITH SUBSECTION 840.60 OF THE MASSDOT

SUPPLEMENTAL SPECIFICATIONS, DATED JUNE 15, 2012.

5. MBTA TO FURNISH SIGNS AND CONTRACTOR TO INSTALL IN ACCORDANCE WITH MBTA BUS STOP PLANNING & DESIGN GUIDELINES.

6. MBTA SIGNS TO BE INSTALLED 18-24" OFFSET FROM FACE OF CURB.

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

TRAFFIC SIGN SUMMARY SHEET

607920

43TAP-002S(823)X 16

TYPICAL TEMPORARY QUADRANT CLOSURE ON

TWO-LANE ROAD

N.T.S.

NOTES:

1. DRUM SPACING FOR LONGITUDINAL TAPER SECTION SHALL NOT

EXCEED A DISTANCE IN FEET EQUAL TO THE POSTED SPEED.

2. DRUM SPACING FOR TANGENT SECTION SHALL NOT EXCEED A

DISTANCE IN FEET EQUAL TO TWICE THE POSTED SPEED.

3. DRUM SPACING FOR TERMINATION TAPER SECTION SHALL NOT

EXCEED 20 FEET.

ROADWAY SLOPE PROTECTION

N.T.S.

2'±WORK AREA

4" OR GREATER EXCAVATION

TRAVEL WAY

4

:1

R9-9R9-9

PEDESTRIAN BYPASS

PEDESTRIAN BYPASS NOTES:

1. ADDITIONAL ADVANCE "SIDEWALK CLOSED" WARNING SIGNS MAY BE

NECESSARY AT ADJACENT INTERSECTIONS.

2. CONTROLS ARE ONLY SHOWN FOR PEDESTRIAN TRAFFIC.

VEHICULAR TRAFFIC SHALL BE MAINTAINED AS SHOWN IN OTHER

DETAILS ON THIS SHEET.

3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING

CONTROL DEVICES.

4. DIRECTION OF PEDESTRIAN TRAVEL.

5. TEMPORARY WHEELCHAIR RAMPS (WCR) TO MEET ALL ADA/AAB

REQUIREMENTS.

TO BE USED IN CONJUNCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING CONSTRUCTION STAGING AND AS DIRECTED BY THE ENGINEER.

LANE CLOSED

OPPOSITE CURBLINE / EDGE OF PAVEMENT

EXISTING CENTER LINE

4' M

IN

EXISTING SIDEWALK

LONGITUDINAL BUFFER

SPEED (mph) BUFFER (FT)

20 115

25 155

30 200

35 250

40 305

45 360

40545

24040

18535

13530

9525

TAPER WIDTH (FT)

SPEED (mph)

MERGING TAPER LENGTH (L)

105

150

205

270

450

9 10 1211

540

320

245

180

125115

165

225

295

495

ADVANCED SIGNING SCHEMATIC

N.T.S.

N.T.S.

LEGEND

N.T.S.

FP /

11' MIN

350'

TERMINATION TAPER

100' (MIN)

WORK SPACE

LONGITUDINAL

BUFFER SPACE

LONGITUDINAL TAPER

100' (MAX)

W20-4 W20-7a /

W20-7b

F

F

350'

350'350'

W20-7a /

W20-7b

NOTES:

1. DRUM SPACING FOR LONGITUDINAL TAPER SECTION SHALL NOT EXCEED A DISTANCE IN FEET EQUAL TO THE POSTED SPEED.

2. DRUM SPACING FOR TANGENT SECTION SHALL NOT EXCEED A DISTANCE IN FEET EQUAL TO TWICE THE POSTED SPEED.

3. DRUM SPACING FOR TERMINATION TAPER SECTION SHALL NOT EXCEED 20 FEET.

TYPICAL LANE CLOSURE ON TWO-LANE ROAD USING POLICE OFFICERS / FLAGGERS

N.T.S.

LONGITUDINAL TAPER

(100' MAX)

LONGITUDINAL TAPER

100' (MAX)

350'

W20-7b

350'

W20-4

P

P

LONGITUDINAL TAPER

(100' MAX)

350'

350'

W20-7b

W20-4

W20-4

W20-7b

350'

350'

P

P

350'

W20-7b

350'

W20-4

R8-3aR8-3aR8-3a

DRUMS @ 15' O.C.

DRUMS @ 15' O.C.

(M

IN

)

R8-3a

R8-3a

R8-3a

P /

P /

W20-4

DRUM

POLICE OFFICER OR FLAGGER

CONSTRUCTION SIGN

TYPE III BARRICADE

WORK AREA

PROPOSED TRAFFIC FLOW

NOT TO SCALE

ARROW BOARD

NOTES:

DETAIL IS TO BE USED IN CONJUNCTION WITH THE PROPOSED LANE

CLOSURE DETAILS AND DURING CONSTRUCTION STAGING, AS DIRECTED

BY THE ENGINEER. ADJUSTMENTS TO SIGNING AND DELINEATION MAY BE

REQUIRED.

BICYCLE LANE CLOSURE WITHOUT DETOUR

N.T.S.

LIMIT OF WORK

W20-1

R2-10a

R2-10e

3

5

0

'

LIMIT OF WORK

W20-1

R2-10a

R2-10e

3

5

0

'

LIMIT OF WORK

W20-1

R2-10a

R2-10e

3

5

0

'

W20-1

R2-10a

R2-10e

350'

LIMIT OF WORK

LIMIT OF WORK

W

2

0

-1

R

2

-1

0

a

R

2

-1

0

e

3

5

0

'

W20-1

R2-10a

R2-10e3

5

0

'

C

A

N

T

O

N

A

V

E

N

U

E

B

R

O

O

K

R

O

A

D

C

A

P

E

L

A

N

E

V

O

S

E

S

L

A

N

E

E

L

M

L

A

W

N

S

T

R

E

E

T

W20-1

R2-10a

R2-10e

1

0

0

'W20-1

R2-10a

R2-10e

C

O

D

3

5

0

'

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

TEMPORARY TRAFFIC CONTROL PLANS

607920

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TAP-002S(823)X 4317

ID NUMBER

WIDTH HEIGHT

SIZE OF SIGN (in)

LEGEND

TEXT DIMENSIONS(in)

LETTER

HEIGHT

VERTICAL

SPACING

ARROW

RTE. MKR.

NUMBER

OF SIGNS

REQUIRED

UNIT AREA

(SF)

TOTAL

AREA (SF)

COLOR

BACK-

GROUND

LEGEND BORDER

1. ALL CONSTRUCTION SIGNING, DRUMS, BARRICADES AND OTHER

DEVICES SHALL CONFORM WITH THE 2009 MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AS AMENDED.

2. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS

NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL

TIMES. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND

OTHER TRAFFIC CONTROL DEVICES, GRADING AND TEMPORARY

PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND

EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING

AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS.

3. THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24

HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL

REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS

CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION,

TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR

OPERATIONS.

4. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON TWO

WAY STREETS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT THAT

DURING WORKING HOURS, TRAFFIC MAY BE REDUCED TO ONE

LANE UNDER POLICE OR FLAGGER CONTROL FOR SHORT TIME

PERIODS WHEN REQUIRED FOR THE WORK, AS SHOWN.

5. GRADE SEPARATIONS IN EXCESS OF 2" DURING NON-WORKING

HOURS SHALL REQUIRE DELINEATION BY USE OF DRUMS.

6. EXCAVATION EDGES IN EXCESS OF 4" DEEP SHALL BE PROTECTED

DURING NON-WORKING HOURS BY BACKFILLING WITH A WEDGE OF

GRAVEL OR SOIL TO COMPACTED 4:1 SLOPE.

7. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED AT ALL TIMES.

8. NON-ESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED

OR REMOVED DURING NON-WORKING HOURS.

9. ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPROPRIATE

AND AS DIRECTED BY THE ENGINEER.

10. TEMPORARY FENCE SHOULD BE USED TO PROTECT WORK AREAS

DURING NON-WORKING HOURS AS DIRECTED BY THE ENGINEER.

RESETTING THE FENCE SHALL BE INCIDENTAL TO ITEM. 657.

11. CONSTRUCTION SIGNING MAY BE MOVED AT THE DISCRETION OF

THE RESIDENT ENGINEER.

GENERAL NOTES

MASSDOT STANDARD SIGN

SEE 2009 MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR

STREETS AND HIGHWAYS

R9-9 24 12 WHITE BLACK BLACK 2 2.00 4.00

W20-1 36 36 ORANGE BLACK BLACK 7 9.00 63.00


W20-7a 36 36 ORANGE BLACK BLACK 2 9.00 18.00

R2-10a 48 36

ORANGE

WHITE

BLACK

BLACK

BLACK

BLACK

7 12.00 84.00

W20-7b 36 36 ORANGE


WHITE 1

R2-10e 36 48

ORANGE

WHITE

BLACK

BLACK

BLACK

BLACK

7 12.00 84.00

R3-17 24 18

WHITE 1

3.00 3.00

R3-17bP 24 8

WHITE 6

1.33 1.33BLACK BLACK

R11-2e 48 30 WHITE BLACK BLACK 1 10.00 10.00



W21-5C 36 36 ORANGE


R8-3a 24 30 RED RED

BLACK BLACK

5.00 30.00

R4-11 30 30 WHITE 1 6.25 6.25BLACK BLACK

ORANGE


W21-5bR 36 36

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

TEMPORARY TRAFFIC CONTROL PLANS

607920

607920[P

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lotted on

43TAP-002S(823)X 18

D

D

D

D

11

12

13

14

15

16

17

ADJ WG

ADJ HYD

N

BROOK ROAD

VO

SE

S

LA

NE

ADJ SMH

ADJ SMHADJ SMH

ADJ SMH

RET UP

RET UP

ADJ DMH

RET UP

ADJ

DMH

REM EXIST CB &

2' OF 12" RCP

RET UP

5

6

7

8

9

10

2' - 12" RCP

2' - 12" RCP

3' - 12" RCP

CONST B

L

R&S F&G;

PROP F&C

R&S F&G;

PROP F&C

RET UP

ADJ WG

RET UP

RET UP

RET LP

2' - 12" RCP

R&S F&G;

PROP F&C

2' - 12" RCP

ADJ DMH

REM 7' PIPE

EXIST TOWN LAYOUT

EXIST TOWN LAYOUT

3

4

1

2

ADJ SMH

R&S F&G

R&S F&G;

PROP F&C

EXIST TOWN LAYOUT

PROP 6" PL

GAS (BO-NGRID)

PROP 6" PL

GAS (BO-NGRID)

REM EXIST GAS

(BO-NGRID)

B

R

O

O

K

R

O

A

D

PROP TEMP EASEMENT (TYP)

PROP TEMP

EASEMENT (TYP)

PROP 6" PL

GAS (BO-NGRID)

GAS (BO-NGRID)

1

0

RET UP

RET UP

ADJ CB

ADJ CB

ADJ WG

ADJ DMH

ADJ SMH

ADJ SMH

PROJECT BEGIN

STA 9+95

N2919599.1746

E770345.7702

N

B

R

O

O

K

R

O

A

D

CA

PE

C

OD

LA

NE

PROP 6" PL

GAS (BO-NGRID)

REM EXIST

GAS (BO-NGRID)

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

UTILITY PLANS

607920


NONE


NONE

WATER SUPPLY ALTERATIONS

SEE BELOW

DRAINAGE DETAILS

SEE BELOW

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 20

607920[P

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).D

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8:01 A

MP

lotted on

20

SCALE: 1" = 20'

0 50 100

PROPOSED DRAINAGE STRUCTURE DATA

NO. TYPE STATION RIM. ELEV INV. ELEV. IN INV. ELEV. OUT REMARKS

5 CIT TO DMH 14+79 36.45 33.20 MATCH EXIST

6 PROP GI 14+79 35.75 - 33.25

PROP CI

(SEE MASSDOT E204.2.0)


8 PROP GI 16+04 34.45 - 31.95

PROP CI


9 EXIST DMH 16+05 34.45 31.75 MATCH EXIST

10 PROP CB 16+05 34.30 - 31.80

PROP CI


NOTES:

1. DRAINAGE DATA HAS BEEN PROVIDED FOR BIDDING

PURPOSES ONLY. THE CONTRACTOR SHALL

CONFIRM PROPOSED INVERT ELEVATIONS AND

EXISTING UTILITY LOCATIONS IN THE FIELD.

43TAP-002S(823)X 19

CO

NT

IN

UE

D

BE

LO

W

CO

NT

IN

UE

D

AB

OV

E



1 PROP CB 11+81 40.15 - 37.00


3 PROP CB 13+20 38.17 - 34.50


NOTES:

1. DRAINAGE DATA HAS BEEN PROVIDED FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL

CONFIRM PROPOSED INVERT ELEVATIONS AND EXISTING UTILITY LOCATIONS IN THE FIELD.

D

D

D

17

18

19

2

0

2

1

2

2

3

7

3

8

3

9

4

0

4

1

4

2

A

D

J

H

Y

D

A

D

J

W

G

ADJ WG

B

R

O

O

K

R

O

A

D

N

C

A

N

T

O

N

A

V

E

N

U

E

C

A

N

T

O

N

A

V

E

N

U

E



A

D

J

W

G

ADJ SMH

ADJ SMH

ADJ SMH

ADJ SMH

RET UP

R&R UP

(BO-VERIZON)

RET LP

ABAN DMH

R&R GUY (BO-VERIZON)

R

E

T

ADJ CB

R&S F&G,

PROP F&C

RET UP

ADJ DMH

60

6

1

6

2

11

12

C

O

N

S

T

BL

C

O

N

S

T

B

L

RET LP

ABAN CB

A

D

J

C

B

R

E

T

U

P

R

E

T

T

M

H

7' - 12" RCP

R

E

M

O

D

C

B

R

E

T

U

P

P

R

O

P

F

L

A

S

H

I

N

G

W

A

R

N

I

N

G

B

E

A

C

O

N

T

Y

P

E

D

T

U

R

N

E

R

P

O

N

D

P

A

R

K

IN

G

L

O

T

A

D

J

H

Y

D



5' - 12" RCP

(CLASS IV)

30' - 12" RCP

13

14

15

16

REM 35' CI PIPE

41' - 12" RCP

17

PROJECT END

STA 61+90

N2920176.2298

E771237.8488

PROJECT END

STA 42+35

N2920173.1659

E771479.3183

PROJECT END

STA 22+20

N2920012.8322

E771486.7777

R&R UP & WIRES (BO-VERIZON)

R&S F&G

R&R GUY

(BO-VERIZON)

PROP TEMP

EASEMENT (TYP)

PROP TEMP

EASEMENT (TYP)

18

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

UTILITY PLANS

607920

CONTINUED ON

SHEET NO. 21

607920[P

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E]H

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lotted on

20

SCALE: 1" = 20'

0 50 100

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 19


NONE


SEE BELOW


SEE BELOW

DRAINAGE DETAILS

SEE BELOW



11 PROP GI 19+12 32.08 - 29.50

PROP CI

(SEE MASSDOT E 204.2.0)

12 REMOD CB 38+51 33.75 - MATCH EXIST. PROP CI

13 CIT TO DMH 39+51 32.80 29.80 29.70

14 PROP CB 39+52 32.20 - 29.85

PROP CI


15 CIT TO DMH 20+65 33.10 29.70 29.60

16 PROP CB 20+97 32.80 - 29.80

PROP CI


17 PROP DMH 19+73 32.40

29.00 (FROM CB)

MATCH EXIST

18 REMOD CB 60+28 31.87 - MATCH EXIST.

NOTES:

1. DRAINAGE DATA HAS BEEN PROVIDED FOR

BIDDING PURPOSES ONLY. THE CONTRACTOR

SHALL CONFIRM PROPOSED INVERT ELEVATIONS

AND EXISTING UTILITY LOCATIONS IN THE FIELD.

43TAP-002S(823)X 20

D

31

32

33

34

35

36

R

&

R

H

Y

D

AD

J D

M

H

AD

J T

M

H (

BO

-V

ER

IZO

N)

AD

J H

YD

N

E

L

M

L

A

W

N

S

T

R

E

E

T

A

D

J W

G

CA

NT

ON

AV

EN

UE

C

A

P

E

C

O

D

L

A

N

E

V

O

S

E

S

L

A

N

E

A

D

J D

M

H

RE

T

LP

A

D

J

D

M

H

RE

T

UP

P

R

O

P

6'-6" C

LD

I

2

1

A

D

J D

M

H

20

19

PR

O

P 2

' -

12" R

CP

C

O

N

S

T

B

L

R&

S F

&G

;

PR

O

P F

&C

R

E

M

O

D

C

B

R

ET

UP

PROJECT BEGIN

STA 30+75

N2919192.8871

E770887.8991

2

2

REMOD CB

+86.33

OFFSET: 26.70

PR

O

P 1

0' -12" R

CP

PROP TEMP

EASEMENT (TYP)

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

UTILITY PLANS

607920

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 20

607920[P

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E]H

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20

SCALE: 1" = 20'

0 50 100


NONE


NONE


SEE BELOW

DRAINAGE DETAILS

SEE BELOW



19 PROP CB 33+82 49.00 - 46.00 PROP CI

20 CIT TO DMH 33+79 49.60 45.95 MATCH EXIST.

21 REMOD CB 32+30 52.45 - MATCH EXIST. PROP CI

22 REMOD CB 33+86 49.33 - MATCH EXIST PROP CI

NOTES:

1. DRAINAGE DATA HAS BEEN PROVIDED FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL

CONFIRM PROPOSED INVERT ELEVATIONS AND EXISTING UTILITY LOCATIONS IN THE FIELD.

43TAP-002S(823)X 21

N.T.S.

TREE PROTECTION

NOTE:

NO STORAGE OF EQUIPMENT OR STOCKPILING OF

MATERIALS WITHIN DRIPLINE IS ALLOWED.

(VARIES) LIMIT

OF DRIPLINE

6' (MIN)

EXISTING TREE

EXISTING TREE

EXISTING TREES

2"x4" LUMBER ATTACHED W/

METAL STRAPPING AT 2

LOCATIONS (MIN). CLADDING

SHALL BE 8' HIGH WITH 6"

SPACING OF BOARDS. WRAP

BARK W/ BURLAP PRIOR TO

ARMORING.

WOODEN OR METAL POSTS

LIMIT OF FENCING

(MULTIPLE TREES)

LIMIT OF GRADING

(INDIVIDUAL TREE)

EXISTING GRADE

PRUNE PER ISA STANDARDS.

REMOVE DEAD & DAMAGED

BRANCHES. TIE BRANCHES UP

TO AVOID DAMAGE FROM

CONSTRUCTION EQUIPMENT

INSTALL FENCING AT EDGE OF

DRIPLINE OR AS FAR FROM

TRUNK AS POSSIBLE. MAY BE

PLASTIC SNOW FENCE OR

CHAIN LINK, 4' HIGH (MIN)

ZONE OF CONSTR. IMPACT

PRUNE DAMAGED OR

EXPOSED ROOTS. DAMAGED

WITH A SHARP SAW

LIMIT OF CONSTRUCTION

IMPACT (REFER TO PLANS)

PLAN VIEW

AREA OF

UNDISTURBED

ROOT ZONE

LIMIT OF FENCE

(INDIVIDUAL TREE)

LIMIT OF

CANOPY

(VARIES)

LIMIT OF FENCING

(MULTIPLE TREES)

WOODEN OR

METAL POSTS (8'

MAX SPACING)

* CONCRETE SHALL BE

INCLUDED IN PRICE BID FOR

VARIOUS GRANITE CURB

ITEMS FOR 6" OFFSET FROM

FACE OF CURB.

PROP GRANITE CURB W/ 6" REVEAL

TREATMENT VARIES (SEE PLANS)

6"

MIN

6"

MIN

GRAVEL BASE COURSE

GUTTER LINE

6"

MIN

* CEMENT CONCRETE

SAWCUT

EXISTING PAVEMENT

HMA FOR PATCHING (MATCH

EXIST TOP COURSE THICKNESS)

N.T.S.

GRANITE CURB IN EXISTING PAVEMENT

1.75" HMA FOR

PATCHING (ITEM 451.)

112"

72"

40"

THERMOPLASTIC

WHITE MARKINGS

N.T.S.

SHARED LANE PAVEMENT MARKING

6'

THERMOPLASTIC

WHITE MARKINGS

6' 6'

N.T.S.

BICYCLE LANE PAVEMENT MARKING

N.T.S.

DECIDUOUS TREE PLANTING

NOTES:

1. TREE WRAP SHALL NOT BE

USED

2. TREE SHALL BE SET PLUMB

3. WATERING SAUCER SHALL BE

FLOODED TWICE DURING THE

FIRST 24 HOURS OF PLANTING

ROOTBALL

3X ROOTBALL DIAMETER

6" BELOW

ROOTBALL

ROOTBALL SHALL BE PLACED

ON UNDISTURBED SUBGRADE

CUT & ROLL BACK 1/3 OF BURLAP

BEFORE BACKFILLING.

COMPLETELY REMOVE

SYNTHETIC BURLAP & LACING BED

3" INCH HIGH EARTH

WATERING SAUCER

AROUND TREE PIT

BACKFILL MIX PER

SPECIAL PROVISIONS

TREE SHALL BE PLANTED SO

THAT CROWN IS 3" ABOVE FINISH

GRADE AFTER SETTLEMENT

2"-3" AGED PINE

BARK MULCH (PULL

MULCH AWAY FROM

TRUNK OF TREE)

22'

7' (M

IN

)

GUTTER LINE

4" THERMOPLASTIC

WHITE MARKINGS

5'

N.T.S.

PARALLEL PARKING STALL PAVEMENT MARKING

NOTES:

1. FLASHING OPERATIONS SHALL

COMPLY WITH SECTION 4L OF THE

2009 MUTCD.

2. SEE SIGN SUMMARY SHEET FOR SIZE

AND LEGEND DETAILS.

S4-3P WARNING SIGN

R2-1 REGULATORY SIGN

1 SECTION, 2-WAY LENS (12" YELLOW)

FLASHER CABINET

CONTRACTOR SHALL USE 5'-0"

MIN. DEPTH FOUNDATION SIMILAR

TO MASSDOT STANDARD SD3.010

(PRE-CAST OR CAST IN PLACE)

OCTAGONAL BASE

ROADWAY

14' PEDESTRIAN POLE

N.T.S.

FLASHING WARNING BEACON TYPE D

S4-4P WARNING SIGN

SOLAR POWER

10'

6'

THERMOPLASTIC

WHITE MARKINGS

N.T.S.

SCHOOL ZONE PAVEMENT MARKING

12"

4'

ST

OP

LIN

E (W

HIT

E)

(W

HE

RE

S

HO

WN

)

NOTES:

1. ALL 12" LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF

LINES (TWO - 6" LINES) WILL BE ACCEPTED. ALL 24" LINES MAY BE EITHER

ONE 24" LINE OR A COMBINATION OF TWO - 12" LINES.

2. LAYOUT OF CROSSWALKS SHALL BE APPROVED BY THE ENGINEER PRIOR

TO APPLICATION.

3. CROSSWALK BARS SHALL BE PLACED OUTSIDE THE VEHICULAR WHEEL

PATH WHEREVER POSSIBLE.

VA

RIE

S

VA

RIE

S

2'-0" MAX

2'-0"

2'-0"

24" THERMOPLASTIC

WHITE LINE (TYP)

CURBLINE

CURBLINE

DOUBLE YELLOW

CENTER LINE

N.T.S.

CROSSWALK PAVEMENT MARKING

(SEE PLANS)

36"

24"6"

THERMOPLASTIC

WHITE MARKINGS

N.T.S.

YIELD LINE PAVEMENT MARKING

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

607920

607920[P

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E]H

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43TAP-002S(823)X 22

C

L

PROP PRECAST

CONICAL SECTION

(OR FLAT TOP SECTION)

EXIST CATCH

BASIN TAPER

MORTAR ALL

JOINTS

MATCH EXISTING

CATCH BASIN WALL

THICKNESS

N.T.S.

CATCH BASIN REMODEL

N.T.S.

HYDRANT REMOVED AND RESET

3' (MIN)

EXIST HYDRANT

RELOCATED

HYDRANT

PUMPER CONNECTION

TO FACE ROAD

FINISH GRADE

COMPACTED

BACKFILL

THRUST BLOCK -

MIN BEARING 9

S.F., DO NOT

BLOCK DRAIN

MECHANICAL

JOINT (TYP)

CONCRETE

THRUST BLOCK

COMPACTED SUBGRADE

OR UNDISTURBED EARTH

CRUSHED STONE

(MIN

1

2

C.Y.)

18" X 18" X 6"

CONCRETE BASE

6" DUCTILE IRON PIPE

N.T.S.

INLET PROTECTION SILT SACK IN CATCH BASIN

NOTES:

1. INSTALL SILT SACK IN EXISTING CATCH BASINS BEFORE COMMENCING WORK, AND

IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE.

MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND

OF GRASS HAS BEEN ESTABLISHED.

2. GRATE TO BE PLACED OVER SILT SACK.

3. SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS

AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED.

SILTSACK

CATCH

BASIN

GRATE

EXPANSION

RESTRAINT

FLOW

CATCH

BASIN

GRATE

SILT SACK

FLO

W

SECTION VIEW

PLAN VIEW

N.T.S.

COMPOST FILTER TUBE

NOTES:

1. PROVIDE A MINIMUM TUBE DIAMETER OF 18" 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. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT

STREAMS.

4. CONFIGURE TUBES AROUND EXISTING SITE FEATURES TO

MINIMIZE SITE DISTURBANCE AND MAXIMIZE CAPTURE AREA OF

STORMWATER RUN-OFF.

5. TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR

APPROVED BIODEGRADABLE MATERIAL. ADDITIONAL TUBES

SHALL BE USED AT THE DIRECTION OF THE ENGINEER.

6. TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL

SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES INTO

EXISTING GRADE.

7. WHEN STAKING IS NOT POSSIBLE, SUCH AS WHEN TUBES MUST BE

PLACED ON PAVEMENT, HEAVY CONCRETE OR CINDER BLOCKS

CAN BE USED BEHIND TUBES UP TO 5 FT. APART OR AS REQUIRED

TO SECURE TUBES IN PLACE.

8. TUBES CAN BE PLACED DIRECTLY ON EXISTING PAVEMENT WHEN

NECESSARY.

9. PROVIDE A 3' MINIMUM OVERLAP AT ENDS OF TUBES TO JOIN IN A

CONTINUOUS BARRIER AND MINIMIZE UNIMPEDED FLOW.

10. STAKE JOINING TUBES SNUGLY AGAINST EACH OTHER TO

PREVENT UNFILTERED FLOW BETWEEN THEM.

11. SECURE ENDS OF TUBES WITH STAKES SPACED 18" APART

THROUGH TOPS OF TUBES.

12. UPON COMPLETION OF PROJECT, ALL TUBES USED FOR EROSION

CONTROL SHALL BE REMOVED FROM PROJECT LIMITS.

2

'

(

M

I

N

)

D

I

R

E

C

T

I

O

N

O

F

F

L

O

W

SECTION A-A

A

A

PLAN

DIR

EC

TIO

N O

F

FLO

W

3' (MIN)COMPOST FILTER

TUBE (TYP)

AREA OF

DISTURBANCE

PROTECTED

AREA

UNTREATED

HARDWOOD

STAKE

COMPOST FILTER TUBE (18" MIN Ø)

WITH AN EFFECTIVE HEIGHT OF 14"

2" X 2" X 36" UNTREATED HARDWOOD

STAKE, 5' SPACING (MAX) OR AS

REQUIRED TO SECURE TUBES IN

PLACE.

LIMIT OF WORK

UNDISTURBED

SUBGRADE

PAVED AREA LANDSCAPED/GRASSED AREA

DEPTH AND SURFACE

TREATMENT VARIES (SEE PLANS)

1

1

NOTES:

* EXISTING MATERIAL OBTAINED FROM EXCAVATION THAT IS DETERMINED TO BE SUITABLE,

AND APPROVED BY THE ENGINEER SHALL BE USED. BACKFILL SHALL BE PLACED IN LAYERS

NO MORE THAN 6" IN DEPTH AND THOROUGHLY COMPACTED. BACKFILLING TO A POINT 2'

OVER THE PIPE SHALL CONTAIN NO STONES LARGER THAN 3".

**SOFT OR UNSUITABLE MATERIAL EXISTING BELOW THE REQUIRED BEDDING GRADE SHALL BE

REMOVED AS DIRECTED AND REPLACED WITH SAND, GRAVEL, CRUSHED STONE OR OTHER

SUITABLE MATERIAL AND THOROUGHLY COMPACTED.

D+3'

SAWCUT

GRAVEL BORROW

COMPACTED

SUBGRADE**

SURFACE VARIES

(SEE PVM'T NOTES)

1' (TYP)

3.5' M

AX

VA

RIE

S

D

3" (M

IN

)

CO

MP

AC

TE

D

BE

DD

IN

G

EXISTING MATERIAL

SUITABLE FOR REUSE*

BOTTOM OF TRENCH

N.T.S.

UTILITY TRENCH

NOTE:

ALL CATCH BASINS SHALL CONFORM TO MASSDOT CONSTRUCTION

STANDARD E 201.4.0 EXCEPT FOR 4' SUMP DEPTH AS SHOWN

RCP OUTLET

PIPE

4'-0"

4'-0" M

IN

S

UM

P

VA

RIE

S

RISER SECTION

BASE SECTION

N.T.S.

DEEP SUMP CATCH BASIN WITH HOOD

HOOD

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

607920

607920[P

S&

E]H

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).D

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7:44 A

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43TAP-002S(823)X 23

WHEELCHAIR RAMP NOTES:

1. MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS

SHALL BE DESIGNED TO 4.5% ±0.5% (7.5% ±0.5% FOR CURB RAMPS)

2. A MINIMUM OF 3'-0" CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE

IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).

3. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.

4. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT

PONDING.

5. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A

5'x5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FT.

6. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY.

7. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL OF THE PROPOSED

WHEELCHAIR RAMPS AND ARE TO BE INSTALLED IN ACCORDANCE WITH

CONSTRUCTION STANDARD E 107.6.5 (JUNE 2014). CONTRACTOR SHALL PROVIDE

6" BETWEEN DETECTABLE WARNING PANEL AND EDGE OF CONCRETE WHERE IT

ABUTS LOAM & SEED.

8. WHEELCHAIR RAMP SLOPES AND CROSS SLOPES SHALL HAVE A CONSTRUCTION

TOLERANCE OF ±0.5%.

9. DETECTABLE WARNING PANELS SHALL BE YELLOW IN COLOR AS APPROVED BY

THE MILTON DPW.

* TOLERANCE FOR CONSTRUCTION ±0.5%

WHEELCHAIR RAMP DATA

NUMBER TYPE STREET NAME B STATION OFFSET

OPENING

WIDTH

ROADWAY

GUTTER

SLOPE

WHEELCHAIR RAMP LEFT WHEELCHAIR RAMP RIGHT

TRANSITION

LENGTH

CURB

TRANSITION

LENGTH

CURB

REVEAL

PRIMARY

RAMP

LENGTH

SIDEWALK

WIDTH

TRANSITION

LENGTH

CURB

TRANSITION

LENGTH

CURB

REVEAL

PRIMARY

RAMP

LENGTH

SIDEWALK

WIDTH

1 H BROOK RD 10+19 48'RT 7.2' +1.4% 9'-0" 12'-6" 6" - - 6'-6" 8'-10" 6" - -

2 C BROOK RD 10+63 44'RT 7.4' -2.4% 3'-0" 4'-4" 6" 10'-3" 5'-0" 6'-6" 9'-3" 6" - -

3 B BROOK RD 15+05 44'RT 6.5' -1.0% - - 6" - - 9'-0" 10'-8" 6" - 5'-0"

4 B BROOK RD 15+29 44'RT 5.0' -1.0% 6'-6" 8'-0" 6" - 5'-0" - - 6" - -

5 D BROOK RD 19+33 36'RT 5.0' +0.2% - 7'-8" 6" 8'-4"

5'-0" (MIN)

- 6'-6" 6" - -

6 A BROOK RD 19+33 17'RT 5.0' +0.2% - - 6" - - 7'-8" - 6" 5'-0"

7 A BROOK RD 19+62 7'RT 5.0' +0.4% - - 6" - - 6'-6" - 6" 5'-0"

8 D BROOK RD 19+62 11'LT 5.0' +0.4% - - 6" 8'-4"

5'-0" (MIN)

- - 6" - -

9 G BROOK RD 19+80 24'LT 5.0' +0.3% - - 6" 8'-4"

5'-0" (MIN)

- 7'-8" 6" - -

10 B BROOK RD 20+14 22'LT 5.0' +0.9% - - 6" - - - 7'-8" 6" 7'-8" 5'-0"

11 B BROOK RD 20+55 25'LT 5.0' +0.9% - 6'-6" 6" 6'-6"

5'-0" (MIN)

- 7'-8" 6" - -

12 B BROOK RD 21+38 30'LT 3.0' +0.7% - 6'-6" 6" 7'-8"

5'-0" (MIN)

- 9'-0" 6" - -

13 E CANTON AVE 31+05 20'LT 7.7' -2.9% 11'-0" 16'-10" 6" -

5'-0" (MIN)

6'-6" 9'-5" 6" -

5'-0" (MIN)

14 H CANTON AVE 31+32 19'LT 6.9' -0.8% 7'-8" 11'-0" 6" - 5'-0" 6'-6" 12'-9" 6" - 5'-9"

15 B CANTON AVE 32+37 17'LT 3.0' -1.6% 5'-6" 6'-3" 3" - 5'-0" - 3'-0" 6" - -

16 H CANTON AVE 32+63 19'LT 5.6' +2.8% 6'-6" 10'-4" 6" - 5'-0" 11'-0" 18'-0" 6" - 5'-0"

17 A CANTON AVE 33+99 20'LT 6.8' -3.1% 14'-0" 19'-5" 6" - 5'-0" - 3'-0" 6" - -

18 F CANTON AVE 34+23 18'LT 5.0' -2.8% - 3'-0" 3" - - 6'-6" 7'-4" 6" - 5'-0"

19 A CANTON AVE 34+24 12'RT 5.0' -3.0% - 6'-6" 6" - - 14'-0" 15'-8" 6" -

5'-0" (MIN)

RAMP LENGTH

SIDEWALK

5

'-0

" (M

IN

)

1

.

5

%

*

5

'

-

0

"

(

M

I

N

)

EDGE OF ACCESSIBLE ROUTE

7

.

5

%

*

LEVEL

LANDING

A

A

ROADWAY

C

U

R

B

T

R

A

N

S

IT

IO

N

T

R

A

N

S

IT

IO

N

L

E

N

G

T

H

DETECTABLE WARNING

PANEL (SEE MASSDOT

STD. DETAIL E 107.6.5)

REFERENCE POINT

C RAMP OPENING

FLUSH (SEE NOTE 6)

1.5%*

7.5%

*

LOAM &

SEED

N.T.S.

WHEELCHAIR RAMP TYPE H

SECTION A-A

L

R

A

M

P

L

E

N

G

T

H

L

SIDEWALK


LOAM & SEED

LOAM & SEED

5

'-0

" (M

IN

)

5

'-0

" (M

IN

)

DETECTABLE WARNING

PANEL (SEE MASSDOT


REFERENCE POINT

C RAMP OPENING

L

FLUSH (SEE NOTE 6)

A

A

T

R

A

N

S

I

T

I

O

N

L

E

N

G

T

H

DETECTABLE WARNING

PANEL (SEE MASSDOT


ROADWAY

7.5%

*

N.T.S.

WHEELCHAIR RAMP TYPE F

SECTION A-A

SIDEWALK

7

.

5

%

*

7

.

5

%

*

5

'

-

0

"

(

M

I

N

)

7.5%

*

1.5%*

5

'-0

" (M

IN

)

7

.

5

%

*

A

A

ROADWAY

C

U

R

B

T

R

A

N

S

IT

IO

N

DETECTABLE WARNING

PANEL (SEE MASSDOT


REFERENCE POINT

C RAMP OPENING

FLUSH (SEE NOTE 6)

SIDEWALK

7.5%

*

LANDSCAPED AREA

N.T.S.

WHEELCHAIR RAMP TYPE G

SECTION A-A

L

N.T.S.

WHEELCHAIR RAMP TYPE A

T

R

A

N

S

IT

IO

N

L

E

N

G

T

H

SIDEWALK

5

'-0

" (M

IN

)

1

.

5

%

*

5

'

-

0

"

(

M

I

N

)

LEVEL

LANDING

C

U

R

B

T

R

A

N

S

IT

IO

N

1.5%*

SECTION A-A

A

A


DETECTABLE WARNING

PANEL (SEE MASSDOT


DETECTABLE WARNING

PANEL (SEE MASSDOT


REFERENCE POINT C

RAMP OPENING

FLUSH (SEE NOTE 6)

LOAM & SEED

ROADWAY

L

SIDEWALK

FOUNDATION

6" CURB REVEAL (TYP)

7.5%

*

7

.

5

%

*

CC = 4"

8"

* TOLERANCE FOR CONSTRUCTION +/- 0.5%

R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

N.T.S.

WHEELCHAIR RAMP TYPE B

7

.

5

%

*

A

SIDEWALK

5

'

-

0

"

(

M

I

N

)

A

LOAM & SEED

7.5%

*

ROADWAY

SIDEWALK

LEVEL

ENTRANCE

1.5%*

T

R

A

N

S

IT

ION

C

U

R

B

L


REFERENCE POINT

C RAMP OPENING

FLUSH (SEE NOTE 6)

DETECTABLE WARNING

PANEL (SEE MASSDOT


LOAM & SEED

SECTION A-A

S

ID

E

W

A

LK

FO

U

N

D

A

TIO

N

CC = 4"


8"

6" CURB

REVEAL (TYP)

7

.

5

%

*

7.5%*

R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

T

R

A

N

S

I

T

I

O

N

L

E

N

G

T

H

SIDEWALK

N.T.S.

WHEELCHAIR RAMP TYPE E

T

R

A

N

S

I

T

I

O

N

L

E

N

G

T

H

SECTION A-A


C

U

R

B

T

R

A

N

S

I

T

I

O

N

1.5%*

DETECTABLE WARNING

PANEL (SEE MASSDOT


ROADWAY

1.5%

*

LEVEL

LANDING

5

'

-

0

"

(

M

I

N

)

DETECTABLE WARNING

PANEL (SEE MASSDOT


REFERENCE POINT C

RAMP OPENING

FLUSH (SEE NOTE 6)

A

A

5'-0" (MIN)

SIDEWALK

SIDEWALK

L

SIDEWALK

FOUNDATION

CC = 4"

8"


6" CURB

REVEAL (TYP)

7

.

5

%

*

7

.

5

%

*

ROADWAY

DOWNGRADE

N.T.S.

WHEELCHAIR RAMP TYPE D

SECTION A-A

A

A


C

U

R

B

T

R

A

N

S

IT

IO

N

SIDEWALK

DETECTABLE WARNING

PANEL (SEE MASSDOT


DETECTABLE WARNING

PANEL (SEE MASSDOT


REFERENCE POINT C

RAMP OPENING

FLUSH (SEE NOTE 6)

LOAM & SEED

ROADWAY

5

'-0

"

(M

IN

)

SIDEWALK

7

.

5

%

*

7.5%

*

T

R

A

N

S

I

T

I

O

N

L

E

N

G

T

H

LOAM & SEED

L

SID

EW

ALK

FO

U

N

D

A

TIO

N

CC = 4"

8"



7.5%

*

7

.

5

%

*

R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

N.T.S.

WHEELCHAIR RAMP TYPE C

T

R

A

N

S

IT

IO

N

L

E

N

G

T

H

SECTION A-A

A

A


5

'-0

" (M

IN

)

C

U

R

B

T

R

A

N

S

IT

IO

N

1.5%*

DETECTABLE WARNING

PANEL (SEE MASSDOT


DETECTABLE WARNING

PANEL (SEE MASSDOT


REFERENCE POINT C

RAMP OPENING

FLUSH (SEE NOTE 6)

SIDEWALK

ROADWAY

7

.

5

%

*

1

.

5

%

*

LEVEL

LANDING

7.5%

*

SIDEWALK

7.5%

*

LOAM & SEED

5

'

-

0

"

(

M

I

N

)

L

SID

EW

ALK

FO

U

N

D

A

TIO

N

8"



WIDTH VARIES

(SEE PLANS)

7

.

5

%

*

CC = 4"

R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

3" CURB

REVEAL

6" CURB

REVEAL (TYP)




R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

6" CURB

REVEAL (TYP)

R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

6" CURB

REVEAL (TYP)

R

O

A

D

W

A

Y

D

O

W

N

G

R

A

D

E

SIDEWALK

FOUNDATION

CC = 4"

8"

CC = 4"

8"

CC = 4"

8"

SID

EW

ALK

FO

U

N

D

AT

IO

N

SID

EW

ALK

FO

U

N

D

A

TIO

N

7

.

5

%

*

7.5%

*

7

.

5

%

*

LEVEL

LANDING

7.5%

*

7

.

5

%

*

1

.

5

%

*

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

WHEELCHAIR RAMP DETAILS

607920

607920[P

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D

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7:44 A

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lotted on

43TAP-002S(823)X 24

N.T.S.

PROPOSED SIDEWALK THROUGH DRIVEWAY WITH CURVED CURB AND GRASS PANEL

MATCH DRIVEWAY WIDTH (10' MIN)

DRIVEWAY SURFACE

BACK OF SIDEWALK

A

A

1.5%

*

(M

AX

)

1.5%

*

(M

AX

)

BB

1.5%

*

(M

AX

)

WIDTH OF

ACCESSIBLE ROUTE

SIDEWALK

GRANITE CURB

(R = 18')

GUTTER

SLOPE (-)REF POINT C

DRIVEWAY OPENING

L

VARIES

DRIVEWAY

SURFACE

SIDEWALK

GRANITE CURB (R = 4')

PLAN

SECTION B-B


DRIVEWAY SURFACE

RETAIN EXIST

GRAVEL BASE

SAWCUT

EXISTING DRIVEWAY

VARIES

ACCESSIBLE ROUTE

VARIES (3'-0" MIN)

VARIES

VA

R

IES

15.0

%

(M

AX

)

VA

R

IES

15.0

%

(M

AX

)

BACK OF SIDEWALK

1.5%*

(MAX)

SEE PVM'T

NOTES

12"

RETAIN EXIST

GRAVEL BASE

SEE PVM'T

NOTES

SAWCUT

PROP MILL & OVERLAY

1" LIP

6"

(MIN)

GUTTER

6" CURB REVEAL

SIDEWALK TOP

ROADWAY TOP


SECTION A-A

GRANITE CURB (TYPE VB)

CURVED GRANITE CURB (TYPE VB)

6" CURB

REVEAL

CURVED GRANITE CURB (TYPE VB)

GRASS PANEL

(WIDTH VARIES)

GRASS PANEL

(WIDTH VARIES)

DRIVEWAY WIDTH AT GUTTER

GRANITE CURB

(TYPE VB)

GRANITE CURB

(TYPE VB)

NOTE:

SEE MASSDOT STANDARD DETAIL E 107.8.1 FOR ADDITIONAL INFORMATION.


7.5%*

(MAX)

7.5%*

(MAX)

TRANSITION

LENGTH

TRANSITION

LENGTH

TRANSITION

LENGTH

LEFT

TRANSITION

LENGTH

RIGHT

TRANSITION HEIGHT

DRIVEWAY DATA (SEE DETAIL ABOVE)

NUMBER STREET NAME B

DRIVEWAY

SURFACE

DRIVEWAY REFERENCE

DRIVEWAY

WIDTH

ROADWAY

GUTTER

SLOPE

WIDTH OF SW

WIDTH OF

ACCESSIBLE

ROUTE

TRANSITION LEFT TRANSITION RIGHT

STATION OFFSET

LENGTH HEIGHT LENGTH HEIGHT

D1 BROOK RD CEM CONC 11+44 36'RT 31.8' 0.4% 5.0' 5.0' - - - -




D5 BROOK RD CEM CONC 14+22 15'LT 45.3' -1.7% 5.0' 5.0' 4.5' 3" 3.25' 3"

D6 BROOK RD CEM CONC 14+67 16'LT 31.0' -1.3% 5.0' 5.0' - - - -



D9 BROOK RD CEM CONC 15+66 36'RT 38.0' 0.9% 5.0' 5.0' 2.25' 2" 2.6' 2"



D12 BROOK RD CEM CONC 17+35 36'RT 35.0' 1.2% 5.0' 5.0' 5.5' 5" 7.5' 5"




D18 CANTON AVE HMA 35+34 12'LT 31.6' -5.1% 5.0' 5.0' - - - -

D19 CANTON AVE HMA 35+72 12'LT 41.6' -5.3% 5.0' 5.0' 8.75' 3.5" 3.4' 3.5"

VARIES

7.5%*

(MAX)

7.5%*

(MAX)

1.5%

*

(M

AX

)

1.5%

*

(M

AX

)


GUTTER

SLOPE (-)

1.5%

*

(M

AX

)

DRIVEWAY SURFACE


A

A

BB

PLAN

SIDEWALK

SIDEWALK

VARIES (10' MIN)

SECTION B-B

DRIVEWAY WIDTH AT GUTTER

BACK OF SIDEWALK

1.5%*

6"

(MIN)

SECTION A-A

12"

ACCESSIBLE ROUTE

VARIES (3'-0" MIN)VARIESVARIES

PROP MILL & OVERLAY

1" LIP

SAWCUT

SEE PVM'T NOTES

RETAIN EXIST GRAVEL BASE

GUTTER

EXISTING DRIVEWAY

SAWCUT

DRIVEWAY SURFACE

RETAIN EXIST

GRAVEL BASE

REF POINT C

DRIVEWAY OPENING

L

BACK OF

SIDEWALK

GRANITE CURB

(TYPE VB) (RADIUS VARIES

SEE CHART BELOW)

CURVED GRANITE

CURB (TYPE VB)

3'-0" M

IN

DRIVEWAY DATA (SEE DETAIL ABOVE)

NUMBER STREET NAME B

DRIVEWAY

SURFACE

DRIVEWAY REFERENCE

DRIVEWAY

WIDTH

ROADWAY

GUTTER

SLOPE

WIDTH OF SW

WIDTH OF

ACCESSIBLE

ROUTE

TRANSITION LEFT TRANSITION RIGHT

STATION OFFSET

LENGTH HEIGHT RADIUS LENGTH HEIGHT RADIUS

D16 CANTON AVE HMA 32+14 12'LT 22.4' -2.6% 5.9'± 3.0' 9.25' 5" 4' 2.25' 2" 10'

D17 CANTON AVE HMA 33+49 12'LT 24.5' -0.2% 5.0' 3.0' 5.25' 4" 4' 4.5' 4" 18'

L

L

TRANSITION

LENGTH

TRANSITION

LENGTH

DRIVEWAY SURFACE

SEE PVM'T

NOTES

TRANSITION

LENGTH

RIGHT

TRANSITION

LENGTH

LEFT

TRANSITION HEIGHT

D12 PROPOSED 3" CURB REVEAL RIGHT SIDE

GRANITE CURB

(TYPE VB)

SIDEWALK TOP

ROADWAY TOP

6" CURB REVEAL


WIDTH OF

ACCESSIBLE ROUTE

N.T.S.

PROPOSED SIDEWALK THROUGH DRIVEWAY WITH CURVED CURB

VA

R

IES

15.0

%

(M

AX

)

VA

R

IES

15.0

%

(M

AX

)

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.

DRIVEWAY DETAILS

607920

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43TAP-002S(823)X 25

9+50

36

40

44

48

52

36

40

44

48

52

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

10+00

32

36

40

44

48

32

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

10+50

36

40

44

48

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

EXIST

ROW

EXIST

ROW CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW CONST B

L

EXIST

ROW CONST B

L

+55

13.3' L

8" CHERRY

+78

13.6' L

6" CHERRY

+93

14.5' L

UP

+81

19.1' L

22" OAK

+92

35.7' L

12" PINE

+77

57.6' L

10" PINE

+74

59.8' L

12" PINE

+87

15.1' L

UP

+78

20.4' L

30" OAK

4

:1

CUT: 0.00 SF

FILL: 0.00 SF

CUT: 16.99 SF

FILL: 0.00 SF

CUT: 0.00 SF

FILL: 0.00 SF

CAPE COD LANE

41.9

41.5

41.3

607920[P

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4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA

PROJECT FILE NO.607920

CROSS SECTIONS - 1

BROOK ROAD

43TAP-002S(823)X 26

11+00

32

36

40

44

48

52

32

36

40

44

48

52

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

11+50

32

36

40

44

48

32

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

12+00

32

36

40

44

48

32

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

EXIST

ROW

TEMP

ESMT

EXIST

ROW CONST B

L

CONST B

L

EXIST

ROW

EXIST

ROW

TEMP

ESMTCONST B

L

EXIST

ROW

EXIST

ROW

+4

45.0' L

14" ASH

+29

14.1' L

16" CHERRY

+27

19.0' L

30" OAK

+11

LP

+92

13.0' L

8" CHERRY

+78

19.8' L

30" OAK

+59

13.6' L

8" CHERRY

+68

50.5' L

16" PINE

+75

13.1' L

UP

+61

37.6' L

LP

+27

20.0' L

16" OAK

CUT: 6.08 SF

FILL: 1.02 SF

CUT: 11.84 SF

FILL: 0.00 SF

CUT: 6.07 SF

FILL: 0.00 SF

TEMP

ESMT

41.0

40.7

40.3

20:1

607920[P

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4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 2

BROOK ROAD

43TAP-002S(823)X 27

12+50

32

36

40

44

48

32

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

12+34

32

36

40

44

48

32

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12

13+00

32

36

40

44

48

32

36

40

44

48

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

TEMP

ESMTCONST B

L

EXIST

ROW

EXIST

ROW

TEMP

ESMTCONST B

L

EXIST

ROW

EXIST

ROW

TEMP

ESMT

EXIST

ROWCONST B

L

+75

21.8' L

28" OAK

+74

13.6' L

6" CHERRY

+5

14.1' L

6" CHERRY

+40

14.0' L

6" CHERRY

+24

21.8' L

24" OAK

4

:1

CUT: 9.42 SF

FILL: 0.00 SF

CUT: 6.19 SF

FILL: 1.52 SF

CUT: 9.55 SF

FILL: 0.00 SF

40.0

39.7

39

.5

2

38.9

39.04

607920[P

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4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 3

BROOK ROAD

43TAP-002S(823)X 28

13+50

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

14+00

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

14+10

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

TEMP

ESMTCONST B

L

EXIST

ROW

EXIST

ROW

TEMP

ESMTCONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

TEMP

ESMTCONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

+76

21.9' L

46" OAK

+70

14.4' L

6" CHERRY

+86

14.6' L

UP

+00

33.0' L

LP

+0

13.9' L

6" CHERRY

3

:1

4

:1

CUT: 12.76 SF

FILL: 3.38 SF

CUT: 20.27 SF

FILL: 3.73 SF

CUT: 12.34 SF

FILL: 0.00 SF

37.9

38.07

37.0

36.96

36.8

36.79

607920[P

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4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 4

BROOK ROAD

43TAP-002S(823)X 29

14+25

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

14+50

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

14+64

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

TEMP

ESMTCONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

TEMP

ESMTCONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

TEMP

ESMTCONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

+41

21.6' L

3" DEC

+32

13.9' L

6" CHERRY

+67

13.7' L

8" CHERRY

+81

13.7' L

UP

+82

59.4' L

16" SYCAMORE

4

:1

4

:1

4

:1

CUT: 22.52 SF

FILL: 6.80 SF

CUT: 13.67 SF

FILL: 5.87 SF

CUT: 21.57 SF

FILL: 3.97 SF

36.5

36.53

36.1

36.1

4

35.9

35.95

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4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 5

BROOK ROAD

43TAP-002S(823)X 30

15+00

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

15+32

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

15+50

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

CONST B

L

TEMP

ESMT

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

CONST B

L

EXIST

ROW

EXIST

ROW

+11

21.6' L

30" OAK

+45

54.9' L

18" ASH

+61

21.4' L

24" OAK

CUT: 10.80 SF

FILL: 1.30 SF

CUT: 28.25 SF

FILL: 0.23 SF

CUT: 30.23 SF

FILL: 1.67 SF

35.5

35.54

35.3

35.25

35.1

35.07

607920[P

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E]H

D12-(C

RO

SS

S

EC

TIO

NS

).D

WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 6

BROOK ROAD

43TAP-002S(823)X 31

15+70

28

32

36

40

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

16+00

28

32

36

40

44

28

32

36

40

44

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

16+50

28

32

36

40

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

CONST B

L

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

+95

12.3' L

UP

+6

56.6' L

16" MAPLE

+38

54.4' L

14" MAPLE

+47

57.2' L

18" OAK

+11

13.9' L

4" CHERRY

+3

22.1' L

24" MAPLE

+39

21.3' L

20" MAPLE

+48

13.8' L

12" OAK

CUT: 29.06 SF

FILL: 0.84 SF

CUT: 27.00 SF

FILL: 3.71 SF

CUT: 21.09 SF

FILL: 3.24 SF

34.9

34.88

34.6

34.64

34.2

34.19

607920[P

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S

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WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 7

BROOK ROAD

43TAP-002S(823)X 32

16+62

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

16+80

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

17+00

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

+77

14.4' L

4" CHERRY

+64

56.6' L

20" MAPLE

+90

14.2' L

UP

+6

14.8' L

4" CHERRY

+36

12.5' L

4" CHERRY

+0

57.2' L

16" ASH

CUT: 23.77 SF

FILL: 4.07 SF

CUT: 22.55 SF

FILL: 3.53 SF

CUT: 14.40 SF

FILL: 4.75 SF

34.1

34.06

33.9

33.89

33.7

33.73

607920[P

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E]H

D12-(C

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).D

WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 8

BROOK ROAD

43TAP-002S(823)X 33

17+38

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

17+50

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

18+00

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

CONST B

L

TEMP

ESMT

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

+96

13.5' L

8" LOCUST

+66

20.7' L

36" OAK

+51

32.1' L

LP

+15

13.8' L

UP

+17

21.0' L

20" OAK

+5

57.4' L

16" OAK

+31

14.9' L

6" SYCAMORE

CUT: 39.26 SF

FILL: 0.06 SF

CUT: 30.93 SF

FILL: 2.03 SF

CUT: 26.20 SF

FILL: 1.27 SF

33.5

33.46

33.3

33

.34

32.9

32.90

4

:1

607920[P

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D12-(C

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).D

WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 9

BROOK ROAD

43TAP-002S(823)X 34

18+50

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

18+62

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

19+00

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

CONST B

L

TEMP

ESMT

EXIST

ROW

EXIST

ROW

+80

20.9' L

12" MAPLE

+99

13.3' L

6" APPLE

+20

19.4' L

16" MAPLE

+38

32.1' L

UP

+28

14.2' L

UP

+46

14.3' L

6" APPLE

CUT: 19.37 SF

FILL: 2.05 SF

CUT: 31.09 SF

FILL: 1.96 SF

CUT: 23.90 SF

FILL: 2.09 SF

32.4

32.44

32.3

32.33

32.0

32.01

4

:1

607920[P

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E]H

D12-(C

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).D

WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 10

BROOK ROAD

43TAP-002S(823)X 35

19+50

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

20+00

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

20+50

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

CONST B

L

EXIST

ROW

CONST B

L

CONST B

L

+70

10.8' L

LP

+31

36.8' L

6" APPLE


CUT: 18.99 SF

FILL: 3.28 SF

CUT: 6.72 SF

FILL: 0.55 SF

CUT: 7.22 SF

FILL: 4.19 SF

CANTON AVENUE

CANTON AVENUE

32.0

32.05

32.3

32.33

32.6

32.63

607920[P

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WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 11

BROOK ROAD

43TAP-002S(823)X 36

22+50

28

32

36

40

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52-56

21+00

24

28

32

36

40

24

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

21+50

26

28

32

36

40

26

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44

22+00

28

32

36

40

28

32

36

40

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40-44-48-52-56

CONST B

L

EXIST

ROW

CONST B

L

EXIST

ROW

CONST B

L

EXIST

ROW

CONST B

L

EXIST

ROW

+64

36.4' L

UP

+89

46.4' L

UP

+51

13.7' L

18" MAPLE

+89

13.4' L

18" MAPLE

CANTON AVENUE

CUT: 18.35 SF

FILL: 1.96 SF

CUT: 12.34 SF

FILL: 2.82 SF

CUT: 11.78 SF

FILL: 1.25 SF

CUT: 0.00 SF

FILL: 0.00 SF

33.0

33.04

33.3

33.32

34.0

34.03

34.4

607920[P

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S

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).D

WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 12

BROOK ROAD

43TAP-002S(823)X 37

30+50

50

52

56

60

64

50

52

56

60

64

0 4 80-4-8-12-16-20-24-28-32-36-40

31+00

48

52

56

60

64

48

52

56

60

64

0 4 80-4-8-12-16-20-24-28-32-36-40

31+50

48

52

56

60

64

48

52

56

60

64

0 4 80-4-8-12-16-20-24-28-32-36-40

32+00

44

48

52

56

60

44

48

52

56

60

0 4 80-4-8-12-16-20-24-28-32-36-40

32+50

44

48

52

56

60

44

48

52

56

60

0 4 80-4-8-12-16-20-24-28-32-36-40

32+12

44

48

52

56

60

44

48

52

56

60

0 4 80-4-8-12-16-20-24-28-32-36-40

EXIST

ROW

EXIST

ROW

EXIST

ROW

EXIST

ROW

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

ELM LAWN STREET

+59

36.0' L

12" HOLLY

+88

26.7' L

18" MAPLE

CUT: 0.00 SF

FILL: 0.00 SF

CUT: 13.06 SF

FILL: 0.00 SF

CUT: 7.03 SF

FILL: 0.00 SF

CUT: 0.00 SF

FILL: 0.00 SF

CUT: 8.47 SF

FILL: 0.00 SF

CUT: 5.65 SF

FILL: 0.00 SF

58.5

56.7

55.1

53.8

53.5

52.7

607920[P

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WG

8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 13

CANTON AVENUE

43TAP-002S(823)X 38

33+00

44

48

52

56

60

44

48

52

56

60

0 4 80-4-8-12-16-20-24-28-32-36-40

33+50

42

44

48

52

56

42

44

48

52

56

0 4 80-4-8-12-16-20-24-28-32-36-40

34+00

40

44

48

52

56

40

44

48

52

56

0 4 80-4-8-12-16-20-24-28-32-36-40

34+50

40

44

48

52

56

40

44

48

52

56

0 4 80-4-8-12-16-20-24-28-32-36-40

35+00

40

44

48

52

56

40

44

48

52

56

0 4 80-4-8-12-16-20-24-28-32-36-40

35+30

36

40

44

48

52

36

40

44

48

52

0 4 80-4-8-12-16-20-24-28-32-36-40

EXIST

ROW

TEMP

ESMT

EXIST

ROW

EXIST

ROW

EXIST

ROW

EXIST

ROW

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

5

:1

+38

22.8' L

14" MAPLE

+37

23.4' L

14" MAPLE

+33

23.3' L

24" MAPLE

+15

21.8' L

36" L

+93

23.7' L

8" MAPLE

+91

31.1' L

16" OAK

+82

29.4' L

12" MAPLE

+67

32.0' L

8" MAPLE

+14

30.1' L

12" MAPLE

+4

24.7' L

12" MAPLE

TEMP

ESMT

CUT: 8.25 SF

FILL: 0.09 SF

CUT: 5.22 SF

FILL: 1.01 SF

CUT: 10.56 SF

FILL: 0.45 SF

CUT: 15.36 SF

FILL: 0.00 SF

CUT: 5.73 SF

FILL: 0.51 SF

CUT: 9.98 SF

FILL: 0.00 SF

4

:1

4

:1

51.6

50.4

48.6

47.5

45.4

43.9

607920[P

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8-Jul-2015

7:45 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 14

CANTON AVENUE

43TAP-002S(823)X 39

35+50

34

36

40

44

48

34

36

40

44

48

0 4 80-4-8-12-16-20-24-28-32-36-40

35+70

34

36

40

44

48

34

36

40

44

48

0 4 80-4-8-12-16-20-24-28-32-36-40

36+00

32

36

40

44

48

32

36

40

44

48

0 4 80-4-8-12-16-20-24-28-32-36-40

36+50

28

32

36

40

44

28

32

36

40

44

0 4 80-4-8-12-16-20-24-28-32-36-40

37+00

26

28

32

36

40

26

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40

37+50

28

32

36

40

44

28

32

36

40

44

0 4 80-4-8-12-16-20-24-28-32-36-40

EXIST

ROW

EXIST

ROW

EXIST

ROW

EXIST

ROW

EXIST

ROW

EXIST

ROW

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

+87

lp

+94

25.0' L

12" MAPLE

+86

27.5' L

18" ELM

+83

21.7' L

24" ELM

+73

27.6' L

24" MAPLE

+27

26.9' L

10" MAPLE

+17

22.8' L

12" MAPLE

+81

36.9' L

14" CEDAR

+50

35.2' L

8" MAPLE

+62

22.6' L

20" MAPLE

+71

23.6' L

12" OAK

2

:

1

2

:

1

2

:

1

2

:

1

CUT: 7.55 SF

FILL: 0.14 SF

CUT: 17.42 SF

FILL: 0.00 SF

CUT: 7.19 SF

FILL: 0.14 SF

CUT: 5.69 SF

FILL: 4.77 SF

CUT: 5.92 SF

FILL: 3.12 SF

CUT: 7.72 SF

FILL: 0.28 SF

TEMP

ESMT

TEMP

ESMT

42.9

41.9

40.6

38.7

37.4

36.3

607920[P

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WG

8-Jul-2015

7:46 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 15

CANTON AVENUE

43TAP-002S(823)X 40

38+00

28

32

36

40

44

28

32

36

40

44

0 4 80-4-8-12-16-20-24-28-32-36-40

38+50

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40

39+00

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40

39+50

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40-44-48

40+00

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40-44-48

40+50

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40-44-48

EXIST

ROW

EXIST

ROW

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

CONST B

L

BROOK ROAD

BROOK ROAD

+7

35.0' L

4" DEC

+33

31.9' L

6" APPLE

EXIST

ROW

BROOK ROAD

2

:

1

2

:

1

2

:

1

CUT: 7.50 SF

FILL: 0.54 SF

CUT: 10.73 SF

FILL: 0.00 SF

CUT: 0.00 SF

FILL: 0.00 SF

CUT: 0.00 SF

FILL: 0.00 SF

CUT: 5.00 SF

FILL: 4.04 SF

CUT: 2.58 SF

FILL: 19.02 SF

TEMP

ESMT

35.4

35.07

34.1

33

.9

8

32.9

32.92

32.4

32.48

32.6

32

.6

3

32.4

32.41

607920[P

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8-Jul-2015

7:46 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 16

CANTON AVENUE

43TAP-002S(823)X 41

41+00

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40

41+50

22

24

28

32

36

22

24

28

32

36

0 4 80-4-8-12-16-20-24-28-32-36-40

42+00

22

24

28

32

36

40

22

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28-32-36-40

42+50

22

24

28

32

36

22

24

28

32

36

0 4 80-4-8-12-16-20-24-28-32-36-40

PERM

ESMT

EXIST

ROW

PERM

ESMT

TEMP

ESMT

EXIST

ROW

PERM

ESMT

TEMP

ESMT

EXIST

ROW

EXIST

ROWCONST B

L

CONST B

L

CONST B

L

CONST B

L

+57

35.8' L

30" MAPLE

+80

34.5' L

20" MAPLE

+91

34.0' L

20" MAPLE

+93

31.4' L

16" MAPLE

+66

31.6' L

10" LINDEN

+91

37.8' L

8" MAPLE

2

:

1

2

:

1

CUT: 4.64 SF

FILL: 3.46 SF

CUT: 6.54 SF

FILL: 0.00 SF

CUT: 6.00 SF

FILL: 0.00 SF

CUT: 0.00 SF

FILL: 0.00 SF

2

:

1

31.7

31.6

8

30.9

30

.93

30.4

30.56

30.1

607920[P

S&

E]H

D12-(C

RO

SS

S

EC

TIO

NS

).D

WG

8-Jul-2015

7:46 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 17

CANTON AVENUE

43TAP-002S(823)X 42

61+00

24

28

32

36

24

28

32

36

0 4 80-4-8-12-16-20-24-28

61+50

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28

62+00

20

24

28

32

36

20

24

28

32

36

0 4 80-4-8-12-16-20-24-28

60+50

24

28

32

36

40

24

28

32

36

40

0 4 80-4-8-12-16-20-24-28

31.8

31.6

31.7

29.0

CONST B

L

CONST B

L

CONST B

L

CONST B

L

PERM

ESMT

PERM

ESMT

PERM

ESMT

PERM

ESMT

PERM

ESMT

PERM

ESMT

CUT: 4.74 SF

FILL: 0.49 SF

CUT: 0.00 SF

FILL: 0.00 SF

CUT: 4.31 SF

FILL: 0.55 SF

CUT: 5.36 SF

FILL: 0.24 SF

607920[P

S&

E]H

D12-(C

RO

SS

S

EC

TIO

NS

).D

WG

8-Jul-2015

7:46 A

MP

lotted on

4 0 4

SCALE 1" = 4'

8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

MILTON


STATE

MA


CROSS SECTIONS - 18


43TAP-002S(823)X 43

TITLE SHEET & INDEX

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