MAIN ST.

SCHOOL ST.

OCEAN VIEW AVE.

PINEY RD.

HIGH ST.

SHELL LN.

LOCATION 2

LOCATION 3

LOCATION 1

REV #REVISIONS

SHEET #

TOTAL

SHEETSDESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

9

INDEX

SHEET NO. DESCRIPTION

1 TITLE & INDEX

2 LEGEND & ABBREVIATIONS

3 - 5 CONSTRUCTION DETAILS (1 - 3)

6 - 8 GENERAL PLANS (1 - 3)

9 TEMPORARY TRAFFIC CONTROL PLAN

200

SCALE: 1" = 200'

0 400 600 800

STANDARDSSTANDARD RELEASE DATE

MASSDOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRDIGES 1988

MASSDOT SUPPLEMENTAL SPECIFICATIONS JULY 1, 2015

MASSDOT INTERIM SUPPLEMENTAL SPECIFICATIONS JUNE 30, 2017

MASSDOT CONSTRUCTION STANDARD DETAILS OCTOBER 2017

MASSDOT CONSTRUCTION AND TRAFFIC STANDARD DETAILS

(AS RELATES TO TRAFFIC STANDARD DETAILS ONLY)1996

MASSDOT OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS 2015

MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS LATEST EDITION

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS

WITH MASSACHUSETTS AMENDMENTSLATEST EDITION

MASSDOT STANDARD DRAWINGS FOR SIGNS AND SUPPORTS 1990

MASSDOT STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING 1968

AMERICAN STANDARD FOR NURSERY STOCK LATEST EDITION

SUBMISSION: FINAL DESIGN

DATE: 10/19/2018

1

TITLE & INDEX9/12/18

AMB

SPR

AMS

N

REV #REVISIONS

SHEET #

TOTAL

SHEETSDESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

9

LEGEND & ABBREVIATIONS

2

GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

JERSEY BARRIER

CATCH BASIN

CATCH BASIN CURB INLET

FLAG POLE

GAS PUMP

MAIL BOX

POST SQUARE

POST CIRCULAR

WELL

ELECTRIC HANDHOLE

FENCE GATE POST

GAS GATE

BORING HOLE

MONITORING WELL

TEST PIT

HYDRANT

LIGHT POLE

COUNTY BOUND

GPS POINT

CABLE MANHOLE

DRAINAGE MANHOLE

ELECTRIC MANHOLE

GAS MANHOLE

MISC MANHOLE

SEWER MANHOLE

TELEPHONE MANHOLE

WATER MANHOLE

MASSACHUSETTS HIGHWAY BOUND

MONUMENT

STONE BOUND

TOWN OR CITY BOUND

TRAVERSE OR TRIANGULATION STATION

TROLLEY POLE OR GUY POLE

TRANSMISSION POLE

UTILITY POLE W/ FIREBOX

UTILITY POLE WITH DOUBLE LIGHT

UTILITY POLE W / 1 LIGHT

UTILITY POLE

BUSH

TREE

STUMP

SWAMP / MARSH

WATER GATE

PARKING METER

OVERHEAD CABLE/WIRE

CURBING

CONTOURS (ON-THE-GROUND SURVEY DATA)

CONTOURS (PHOTOGRAMMETRIC DATA)

UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)

BALANCED STONE WALL

GUARD RAIL - STEEL POSTS

GUARD RAIL - WOOD POSTS

CHAIN LINK OR METAL FENCE

WOOD FENCE

HAY BALES/SILT FENCE

TREE LINE

SAWCUT LINE

TOP OR BOTTOM OF SLOPE

EDGE OF PAVEMENT

LIMIT OF MICROMILLING AND OVERLAY

BANK OF RIVER OR STREAM

BORDER OF WETLAND

100 FT WETLAND BUFFER

200 FT RIVERFRONT BUFFER

STATE HIGHWAY LAYOUT

TOWN OR CITY LAYOUT

COUNTY LAYOUT

RAILROAD SIDELINE

TOWN OR CITY BOUNDARY LINE

PROPERTY LINE OR APPROXIMATE PROPERTY LINE

EASEMENT

CEMENT CONCRETE CURB RAMP

TRAFFIC SYMBOLS

EXISTING PROPOSED DESCRIPTION

CONTROLLER PHASE ACTUATED

TRAFFIC SIGNAL HEAD (SIZE AS NOTED)

WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)

VIDEO DETECTION CAMERA

MICROWAVE DETECTOR

PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE

EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT

VEHICULAR SIGNAL HEAD

VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED

FLASHING BEACON

PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)

RAILROAD SIGNAL

SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)

MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)

HIGH MAST POLE OR TOWER

SIGN AND POST

SIGN AND POST (2 POSTS)

MAST ARM WITH LUMINAIRE

OPTICAL PRE-EMPTION DETECTOR

CONTROL CABINET, GROUND MOUNTED

CONTROL CABINET, POLE MOUNTED

FLASHING BEACON CONTROL AND METER PEDESTAL

LOAD CENTER ASSEMBLY

PULL BOX 12"x12" (OR AS NOTED)

ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)

TRAFFIC SIGNAL CONDUIT

PAVEMENT MARKINGS SYMBOLS

EXISTING PROPOSED DESCRIPTION

PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

STOP LINE (12" WHITE)

CROSSWALK (12" WHITE)

SOLID WHITE LINE (6" WHITE)

SOLID YELLOW LINE (6" YELLOW)

BROKEN WHITE LINE

BROKEN YELLOW LINE

DOTTED WHITE LINE

DOTTED YELLOW LINE

DOTTED WHITE LINE EXTENSION

DOTTED YELLOW LINE EXTENSION

DOUBLE WHITE LINE

DOUBLE YELLOW LINE

ABBREVIATIONS

GENERAL

AADT ANNUAL AVERAGE DAILY TRAFFIC

ABAN ABANDON

ADJ ADJUST

APPROX. APPROXIMATE

A.C. ASPHALT CONCRETE

ACCM PIPEASPHALT COATED CORRUGATED

METAL PIPE

BIT. BITUMINOUS

BC BOTTOM OF CURB

BD. BOUND

BL BASELINE

BLDG BUILDING

BM BENCHMARK

BO BY OTHERS

BOS BOTTOM OF SLOPE

BR. BRIDGE

CB CATCH BASIN

CBCI CATCH BASIN WITH CURB INLET

CC CEMENT CONCRETE

CCM CEMENT CONCRETE MASONRY

CEM CEMENT

CI CURB INLET

CIP CAST IRON PIPE

CIT CHANGE IN TYPE

CLF CHAIN LINK FENCE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CSP CORRUGATED STEEL PIPE

CO. COUNTY

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CR CURB RAMP

CW CROSSWALK

DHV DESIGN HOURLY VOLUME

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DMH DRAINAGE MANHOLE

DWSTEADY 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

GD GROUND

GG GAS GATE

GI GUTTER INLET

GIP GALVANIZED IRON PIPE

GRAN GRANITE

GRAV GRAVEL

GRD GUARD

HDW HEADWALL

HMA HOT MIX ASPHALT

HOR HORIZONTAL

HYD HYDRANT

INV INVERT

JCT JUNCTION

L LENGTH OF CURVE

LB LEACH BASIN

ABBREVIATIONS

GENERAL

LP LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAILBOX

MH MANHOLE

MHB MASSACHUSETTS HIGHWAY BOUND

MIN MINIMUM

NIC NOT IN CONTRACT

NO. NUMBER

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

P.G.L. PROFILE GRADE LINE

PI POINT OF INTERSECTION

POC POINT ON CURVE

POT POINT ON TANGENT

PRC POINT OF REVERSE CURVATURE

PROJ PROJECT

PROP PROPOSED

PSB PLANTABLE SOIL BORROW

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

PVMT PAVEMENT

PWW PAVED WATER WAY

R RADIUS OF CURVATURE

R&D REMOVE AND DISPOSE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REM REMOVE

RET RETAIN

RET WALL RETAINING WALL

ROW RIGHT OF WAY

RR RAILROAD

R&R REMOVE AND RESET

R&S REMOVE AND STACK

RT RIGHT

SB STONE BOUND

SHLD SHOULDER

SL STOP LINE

SMH SEWER MANHOLE

ST STREET

STA STATION

SSD STOPPING SIGHT DISTANCE

SHLO STATE HIGHWAY LAYOUT LINE

SW SIDEWALK

TTANGENT 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

VGC VERTICAL GRANITE CURVE

WG WATER GATE

WIP WROUGHT IRON PIPE

WM WATER METER/WATER MAIN

X-SECT CROSS SECTION

YL YIELD LINE

TRAFFIC SIGNAL ABBREVIATIONS

CAB CABINET

CCVE CLOSED CIRCUIT VIDEO EQUIPMENT

DW STEADY UPRAISED HAND

FDW FLASHING UPRAISED HAND

FR FLASHING CIRCULAR RED

FRL FLASHING RED LEFT ARROW

FRR FLASHING RED RIGHT ARROW

FY FLASHING CIRCULAR YELLOW

FYL FLASHING YELLOW LEFT ARROW

FYR FLASHING YELLOW 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

PTZ PAN, TILT, 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 WALKING PERSON

Y STEADY CIRCULAR YELLOW

YL STEADY YELLOW LEFT ARROW

20'

20'

1

M

*

RRSG

DBYL

DBWL

BWL

SWL

CW

SL

DYLEx

DWLEx

DYL

BYL

DWL

SYL

JB

CB

FP

GP

MB

WELL

EHH

GG

BHL #

MW #

TP #

MHB

TPL or GUY

UFB

UPDL

ULT

UPL

WG

PM

9/12/18

AMB

SPR

AMS

CURB RAMP NOTES:

1. ALL CURB RAMP CONSTRUCTION SHALL CONFORM TO MASSDOT ENGINEERING DIRECTIVE E-12-005.

2. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL PROPOSED CURB RAMPS AND SHALL

CONFORM TO THE DIMENSIONS SHOWN IN MASSDOT CONSTRUCTION STANDARD E 107.6.5R. REFER

TO THE SPECIAL PROVISIONS.

3. A POSITIVE ROADWAY GUTTER SLOPE INDICATES THE ROADWAY GRADE IS INCREASING RELATIVE

TO THE BASELINE. A NEGATIVE ROADWAY GUTTER SLOPE INDICATES THE ROADWAY GRADE IS

DECREASING RELATIVE TO THE BASELINE.

5' (MIN)6'-6" (MIN)

GRAN CURB

6"

REVEAL

7.5

%

*

2

'

LEVEL LANDING

1.5% CROSS SLOPE

FOR DRAINAGE

DETECTABLE WARNING PANEL

(FEDERAL YELLOW)

A

A

5

.

5

'

CURB RAMP INFORMATION

NOT TO SCALE

LEFT SIDE TRANSITION

SLO

PE

1

.

5

%

*

S

L

O

P

E

LIMIT OF CEM CONC RAMP

EDGE OF

ROADWAY

W

1.5%*

4" CEM CONC

8" GRAVEL BORROW (TYPE B)

SECTION A-A

* TOLERANCE FOR CONSTRUCTION = ±0.5%

ROADWAY

6'-6" (MIN)

RIGHT SIDE TRANSITION

7.5

%

*

SLO

PE

ROADWAY PROFILE

4' (MIN)

1.5%

LANDING

ROADWAY

7.5% M

AX

*

*

RAMP LENGTH

4" CEM CONC

8" GRAVEL BORROW

(TYPE B)

4

'

(

M

I

N

)

TRANSITION

5' (MIN)

1

.

5

%

*

S

L

O

P

E

6" REVEAL

1

.

5

%

*

S

L

O

P

E

RIGHT SIDE

*

7.5%*

SLO

PE

7.5%

*

SLO

PE

7

.

5

%

S

L

O

P

E

6'-6" (MIN)

TRANSITION

LEFT SIDE

6'-6" (MIN)

LEVEL LANDING

(1.5% CROSS SLOPE FOR DRAINAGE)

DETECTABLE WARNING PANEL

(FEDERAL YELLOW)

A

A

R

A

M

P

L

E

N

G

T

H

CURB

LIMIT OF CEM CONC RAMP

MATCH

EXIST

GRADE

S

I

D

E

W

A

L

K

S

I

D

E

W

A

L

K

LEVEL

CURB RAMP TYPE 1

NOT TO SCALE

SECTION A-A

* TOLERANCE FOR CONSTRUCTION = ±0.5%

CURB RAMP TYPE 2

NOT TO SCALE

CURB RAMP INFORMATION

CR # STATION OFFSET TYPE

ROADWAY

GUTTER

SLOPE

LEFT SIDE

TRANSITION

LENGTH

RIGHT SIDE

TRANSITION

LENGTH

RAMP LENGTH

1 200+73 17.0' RT 1 3.5% 14'-0" 6'-6" 4'-0"

2 200+83 13.0' LT 2 0.3% 7'-8" 6'-6" 4'-0"

3 106+05 16.5' RT 1 6.4% 15'-0" 6'-6" N/A

4 106+06 10.0' LT 2 -2.0% 6'-6" 4'-6"** 4'-0"

5 301+73 13.5' LT 1 1.1% 4'-6"** 6'-6" N/A

6 301+73 13.5' RT 1 -5.8% N/A 15'-0" N/A

1

.

5

%

*

S

L

O

P

E

MATCH EXIST

GRADE

1

.

5

%

*

S

L

O

P

E

** PROPOSED 3 INCH CURB REVEAL

ROADWAY PROFILE

6"

FRAME AND COVER

BRICK

6'-0" M

AX

4'-0" 8"8"

1/2 Ø OF PIPE

BRICK/SOLID BLOCK

3

2

MANHOLE

RING

1:25

2'-2"

MANHOLE

RING

C

O

N

C

R

E

T

E

B

A

S

E

BRICK/SOLID BLOCK INVERT

1'-0" O.C.

4"

(TYP.)

A

A

SECTION VIEWPLAN VIEW

3"COVER (TYP.)

COVER3"

#5 @ 7" E.W.

CONCRETE BASE

(PRECAST OPTIONAL)

BRICK DRAINAGE MANHOLE

NOT TO SCALE

GUTTER INLET

NOT TO SCALE

NOTE:

1.

1

2

" CEMENT MORTAR PLASTER COAT REQUIRED ON ALL

INSIDE AND OUTSIDE SURFACES.

REV #REVISIONS

SHEET #

TOTAL

SHEETS

DESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:

DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

9

CONSTRUCTION DETAILS 1

3

9/12/18

AMB

SPR

AMS

12" WHITE PVMT MARKINGS

STAMPED ASPHALT

WALK SURFACE

(RUNNING BOND BRICK PATTERN)

FULL DEPTH SAWCUT

PROP 2" HMA

SURFACE COURSE - 12.5

PROP CURB

(MATCH TYPE AND WIDTH WHERE

CONNECTING TO EXIST CURB)

PROP CEM CONC

SIDEWALK

EXIST SUBBASE TO REMAIN

CEM CONC CURB LOCK

GRAVEL BORROW (TYPE b)

6"

(MIN

)

6" 4"

STAMPED ASPHALT CROSSWALKNOT TO SCALE

VERTICAL GRANITE CURB SETTINGNOT TO SCALE

8"

1'-0"

(MIN)

1'-0"

8'-0

"

10

'-0

"

RAISED CROSSWALKNOT TO SCALE

2" HMA SURFACE COURSE - 12.5

4.5" HMA INTERMEDIATE COURSE - 19.0

8" GRAVEL BORROW

7% MAX SLOPE (TYP)

12" WHITE PVMT MARKINGS (TYP)

12" WHITE PVMT MARKINGS

STAMPED ASPHALT

RUNNING BOND BRICK PATTERN

DETECTABLE WARNING PANEL

(FEDERAL YELLOW) (TYP)

7% SLOPE MAX (TYP)

5'-0"

10'-0"

STAMPED ASPHALT

RUNNING BOND BRICK PATTERN

A A

6'-0" 6'-0"

11

'-0

"

2'-6

"

(TY

P)

6'-0

"

(TY

P)

2'-6

"

(TY

P)

SECTION A-A

RAISED CROSSING PVMT MARKING (TYP)

(SEE DETAIL SHEET 5)

(TY

P)

PAVEMENT NOTES

PROPOSED HOT MIX ASPHALT SIDEWALK & WALK

SURFACE: 1.5" HMA SURFACE COURSE - 12.5

ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER

INTERMEDIATE: 2" HMA INTERMEDIATE COURSE - 19.0

SUBBASE: 8" GRAVEL BORROW (TYPE b)

PROPOSED STAMPED ASPHALT CROSSWALK AND HOT MIX ASPHALT PAVEMENT

SURFACE: 2" HMA SURFACE COURSE - 12.5

ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER

INTERMEDIATE: 4.5" HMA INTERMEDIATE COURSE - 19.0

SUBBASE: 8" GRAVEL BORROW (TYPE b)

PROPOSED CEMENT CONCRETE CURB RAMP

SURFACE: 4" CEMENT CONCRETE (4000 PSI, 34", 610)

FOUNDATION: 8" GRAVEL BORROW (TYPE b)

NOTES:

1. ALL HMA PAVING SHALL BE IN ACCORDANCE WITH SECTION 450 QUALITY ASSURANCE OF HMA

SPECIFICATIONS.

2. ASPHALT EMULSION FOR TACK COAT (RS-1H) SHALL BE APPLIED AT A RATE OF 0.07 GAL/SY ON

MILLED SURFACES AND HES CONCRETE BASE COURSE SURFACES AND 0.05 GAL/SY ON SMOOTH

SURFACES PRIOR TO PAVING.

3. THE SURFACE COURSE OF PAVING SHALL BE PLACED IN ONE CONTINUOUS OPERATION.

4. EXISTING GRAVEL BORROW MEETING SPECIFICATIONS AS DETERMINED BY THE ENGINEER SHALL

REMAIN, UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH GRAVEL BORROW

PER STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.

5. EXISTING DRIVEWAYS AND GRASS AREAS, ADJACENT TO PROPOSED IMPROVEMENTS, SHALL BE

MATCHED INTO IN KIND, AS SHOWN ON THE PLANS.

HOT MIX ASPHALT PAVEMENT STRUCTURENOT TO SCALE

CEMENT CONCRETE CURB RAMP STRUCTURENOT TO SCALE

SURFACE COURSE

INTERMEDIATE COURSE

SUB-BASE COURSE

SURFACE

4" CEMENT CONCRETE

(4000 PSI, 34",610)

FOUNDATION

8" GRAVEL BORROW

(TYPE b)

REV #REVISIONS

SHEET #

TOTAL

SHEETSDESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

9

CONSTRUCTION DETAILS 2

4

9/12/18

AMB

SPR

AMS

DIRECTION OF TRAVEL

12" (TYP)24" (TYP)

36

" (T

YP

)

YIELD LINENOT TO SCALE

RAISED CROSSING PAVEMENT MARKINGNOT TO SCALE

12"12"

6'-0

"

3'-0"'

WHITE PVMT

MARKINGS (TYP)

IDENTIFI-

CATION

NUMBER

SIZE OF SIGN

WIDTH HEIGHTTEXT

TEXT DIMENSIONS (INCHES)

LETTER

HEIGHT

VERTICAL

SPACINGARROW

RTE. MKR.

NUMBER

OF

SIGNS

REQUIRED

COLOR

BACK-

GROUNDLEGEND BORDER

POST SIZE

AND

NUMBER

REQUIRED

UNIT

AREA

(S.F.)

AREA IN

SQUARE

FEET

TRAFFIC SIGN SUMMARY

SEE 2009 MUTCD SEE 2009 MUTCD

3-REQ

P5-118.756.25330" 30"R1-1

24"24"W3-1 1 4.00 4.00

20.002.001012"24"W16-7P

TOTAL: 106.75 SF

MOUNT W/

W11-2

1-REQ

P5-1

12"24"W16-9P 3 6.002.00

2-MOUNT

W/ W2-2L

1-MOUNT

W/ W11-2

24"24"W11-2 11 4.00 44.00

24"24"W2-2L 2 4.00 8.00

2-REQ

P5-1

11

' (T

YP

)

7' M

IN

3.5

' MIN

SOLAR PANEL

BATTERY CABINET

W11-2 (24"x24")

(MOUNTED ON BOTH SIDES)

RECTANGULAR RAPID

FLASHING BEACON ( RRFB)

PEDESTRIAN CONFIRMATION LIGHT

(AT BOTH ENDS OF BEACON)

W16-7P (24"x24")

(MOUNTED ON BOTH SIDES)

R10-25 (12"x18")

ADA-COMPATIBLE PEDESTRIAN

PUSH BUTTON ASSEMBLY

ALUMINUM

POST AND BASE (MASSDOT STANDARD)

SW SURFACE

NOTES:

1. OPERATION OF RRFB LED LIGHTS SHALL CONFORM TO FHWA INTERIM APPROVAL IA-21.

2. EACH RRFB UNIT SHALL CONTAIN A CONFIRMATION LIGHT WITHIN THE BEACON AT EACH

END THAT SHALL BE ILLUMINATED WHEN THE RRFB UNIT IS ACTIVATED.

3. EACH RRFB UNIT SHALL BE SELF CONTAINED AND POWERED VIA A SOLAR PANEL.

4. THE RRFB UNITS AT EACH CROSSWALK LOCATION SHALL COMMUNICATE WIRELESSLY WITH

EACH OTHER. EACH CROSSWALK LOCATION SHALL OPERATE AS AN INDEPENDENT SYSTEM.

5. UPON ACTIVATION OF A WAITING PEDESTRIAN, RRFB UNITS SHALL FLASH SIMULTANEOUSLY

FOR A PERIOD OF 15 SECONDS, THEN STOP FLASHING.

6. RRFB UNITS SHALL BE TAPCO, INC BRAND OR APPROVED EQUAL.

7. THE CONTRACTOR SHALL HAVE A SOLAR SURVEY PERFORMED TO CONFIRM ADEQUACY OF

THE PROPOSED LOCATION, AND TO DETERMINE SOLAR PANEL AND BATTERY SIZING.

RECTANGULAR RAPID FLASHING BEACON (RRFB)NOT TO SCALE

6.001.50412" 18"R10-25 4-MOUNT ON

RRFB POST

WHITE PVMT

MARKINGS (TYP)

8-MOUNT ON

RRFB POST

P5-1

3-REQ

REV #REVISIONS

SHEET #

TOTAL

SHEETSDESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

9

CONSTRUCTION DETAILS 3

5

9/12/18

AMB

SPR

AMS

SCHOOL STREET

101 102

103

PC +68.25PT +16.82

200+

00

201+

00

PROP VGC TRANSITION

PROP VGC TRANSITION

BEGIN R&D EXIST CURB

BEGIN PROP VGC

MATCH EXIST CURB

PROP VGC TRANSITION

REM EXIST

PVMT MARKINGS

END R&D EXIST CURB

END PROP VGC

MATCH EXIST CURB

BEGIN R&D EXIST CURB

BEGIN PROP VGC

MATCH EXIST CURB

BEGIN R&D EXIST SW

MATCH EXIST SW

BEGIN PROP HMA SW

END R&D EXIST SW & PVMT

END PROP HMA DWY

PROP CEM CONC CR #2

BEGIN R&D EXIST SW

BEGIN PROP HMA SW

MATCH EXIST SW

END R&D EXIST SW

END PROP HMA SW

MATCH EXIST SW

PROP LOAM AND SEED

REM SIGN

RET SIGN

PROP RRFB

(SEE DETAIL)

REM SIGNS (2)

PROP LOAM AND SEED

REM EXIST

PVMT MARKINGS

SAWCUT (TYP)

R&D EXIST PVMT

PROP STAMPED ASPHALT CW

R&D EXIST PVMT

PROP RAISED CW

PROP STAMPED ASPHALT CW

REM EXIST

PVMT MARKINGS

PROP R1-1

R=18.0'

L=11.0'

R=18.0'

L=11.0'

R=20.0'

L=23.0'

PROP DETECTABLE

WARNING PANEL (TYP)

END R&D EXIST CURB

END PROP VGC

PROP CEM CONC CR #1

5'

PROP LOAM AND SEED

PROP HMA SW

R&D EXIST PVMT

BEGIN R&D EXIST SW & CURB

END R&D EXIST SW & CURB

R&D EXIST PVMT

PROP LOAM AND SEEDEND PROP HMA SW

BEGIN PROP HMA DWY

PROP

W2-2L

W16-9P

PROP

W11-2

W16-9P

450'

ADJ WG

3' M

IN

REV #REVISIONS

SHEET #

TOTAL

SHEETSDESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

9

GENERAL PLAN 1

6

9/12/18

AMB

SPR

10

SCALE: 1" = 10'

0 20 30 40

AMS

NOTES:

1. EXISTING BASEMAP AND PROPERTY LINES ARE BASED ON GIS INFORMATION.

2. EXISTING CURB, BERM, ROADWAY, AND OTHER MATERIALS WITHIN THE LIMITS OF

CONSTRUCTION THAT ARE NOT CALLED OUT TO BE REMOVED AND STACKED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

AND PROPERLY DISPOSED OF BY THE CONTRACTOR.

SL

106

106+

30.3

0301

302

PC +64.27

PT +25.04

300+00

303+00

D

D

PROP VGC TRANSITION

BEGIN R&D EXIST CURB

MATCH EXIST CURB

END R&D EXIST CURB

END PROP VGC

MATCH EXIST CURB

BEGIN R&D EXIST SW

MATCH EXIST SW

END R&D

EXIST SW

& CURB

END R&D EXIST SW

END PROP HMA SW

MATCH EXIST SW

PROP VGC TRANSITION

PROP VGC TRANSITION

BEGIN R&D EXIST SW

BEGIN PROP VGC

MATCH EXIST CURB & SW

PROP VGC TRANSITION

PROP VGC TRANSITION

PROP CEM CONC CR#3

PROP CEM CONC CR#4

PROP CEM CONC CR#6

PROP CEM CONC CR#5

BEGIN R&D EXIST CURB

BEGIN PROP VGC

MATCH EXIST CURB

PROP LOAM AND SEED

PROP LOAM AND SEED

PROP LOAM AND SEED

RET SIGNS (2)

3" REVEAL

SAWCUT (TYP)

R&D EXIST PVMT

PROP STAMPED ASPHALT CW

REM EXIST

PVMT MARKINGS

BEGIN PROP FLUSH VGC

REM EXIST

PVMT MARKINGS

R=16.0'

L=26.0'

OY

ST

ER

PL

AC

ER

OA

D

BEGIN R&D SW

BEGIN PROP HMA SW

MATCH EXIST SW

PROP

W2-2L

W16-9P

425'

ADJ WG

R=10.0'

L=15.0'

R&D EXIST PVMT

PROP STAMPED ASPHALT CW

0" REVEAL

PROP EDGE

OF PVMTBEGIN PROP HMA SW

END PROP HMA SW

END PROP FLUSH VGC

PROP DETECTABLE

WARNING PANEL (TYP)

PROP BRICK DMH

(BUILT OVER PIPE)

PROP GI

(MASSDOT STANDARD

TYPE AF, E 203.2.0)

PROP 7' - 12" RCP

(S=0.05 FT/FT)

CIT CB TO DMH

ADJ WG

GRADE TO DRAIN

3' M

IN

REV #REVISIONS

SHEET #

TOTAL

SHEETSDESIGNER:

DRAFTER:

REVIEWER:

PROJECT #:

DATE:DATE

350 MYLES STANDISH BLVD

SUITE 103

TAUNTON, MA

TELE: (508) 823 - 2245

FAX: (508) 823 - 2246

120 WATER ST

4TH FLOOR

BOSTON, MA 02109

TELE: (617) 556 - 0020

FAX: (617) 556 - 0025

360 BLOOMFIELD AVE

SUITE 301

WINDSOR, CT 06095

TELE: (860) 602 - 8700

14 BREAKNECK HILL RD

SUITE 201

LINCOLN, RI 02865

TELE: (401) 648 - 7200

www.mcmahonassociates.com

COTUIT INTERSECTIONS

PEDESTRIAN IMPROVEMENTS

BARNSTABLE, MA

Y18540.21

97

GENERAL PLAN 29/12/18

AMB

SPR

10

SCALE: 1" = 10'

0 20 30 40

AMS

NOTES:

1. EXISTING BASEMAP AND PROPERTY LINES ARE BASED ON GIS INFORMATION.

2. EXISTING CURB, BERM, ROADWAY, AND OTHER MATERIALS WITHIN THE LIMITS OF

CONSTRUCTION THAT ARE NOT CALLED OUT TO BE REMOVED AND STACKED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

AND PROPERLY DISPOSED OF BY THE CONTRACTOR.

15' 9.5' 7.5'

3' M

IN