1000

SCALE: 1" = 1000'

0 2000 3000 4000

INDEXSHEET NO. DESCRIPTION

1 TITLE SHEET & INDEX2 LEGEND3 GENERAL NOTES & ABBREVIATIONS

4-5 TYPICAL SECTIONS6-7 CONSTRUCTION PLANS8 PROFILES

9-10 CURB TIE, GRADING & ALIGNMENT PLANS

11-12 PAVEMENT MARKING & SIGNING PLANS13 TRAFFIC SIGNAL PLAN (FOR REFERENCE ONLY)

14-15 TEMPORARY TRAFFIC CONTROL PLANS16-17 CONSTRUCTION DETAILS18-21 CROSS SECTIONS

LENGTH OF PROJECT= 725 FEET = 0.14 MILES (MADISON STREET)

100% SUBMITTAL

DESIGN DESIGNATIONMADISON STREET

DESIGN SPEED 35 MPHADT (2015) 2,903 vpdADT (2022) 5,570 vpd

K 9.3%D 52% WB

T (PEAK HOUR) 1.0%T (AVERAGE DAY) 1.0%

DHV 518 vph

DDHV 269 vph WB

FUNCTIONAL CLASSIFICATION URBAN COLLECTOR

ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN CONFORMANCE WITH THEMASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYSAND BRIDGES DATED 1988; THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015; THELATEST INTERIM SUPPLEMENTAL SPECIFICATIONS; THE OCTOBER 2017 CONSTRUCTIONSTANDARD DETAILS; MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS;THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WITH MASSACHUSETTSAMENDMENTS; THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS; THE LATESTEDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK; ALL RULES ANDREGULATIONS OF THE ARCHITECTURAL ACCESS BOARD (521 CMR 1.00 ET. SEQ.); THETOWN OF WRENTHAM TRENCH PERMIT CONDITIONS AND REQUIREMENTS; ALL ASAMENDED, THE SPECIAL PROVISIONS, AND THESE PLANS.

1

2

GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTIONJERSEY BARRIERCATCH BASINCATCH BASIN CURB INLETFLAG POLEGAS PUMPMAIL BOXPOST SQUAREPOST CIRCULARWELLELECTRIC HANDHOLEFENCE GATE POSTGAS GATEBORING HOLEMONITORING WELLTEST PITHYDRANTLIGHT POLECOUNTY BOUNDGPS POINTCABLE MANHOLEDRAINAGE MANHOLEELECTRIC MANHOLEGAS MANHOLEMISC MANHOLESEWER MANHOLETELEPHONE MANHOLEWATER MANHOLEMASSACHUSETTS HIGHWAY BOUNDMONUMENTSTONE BOUNDTOWN OR CITY BOUNDTRAVERSE OR TRIANGULATION STATIONTROLLEY POLE OR GUY POLETRANSMISSION POLEUTILITY POLE W/ FIREBOXUTILITY POLE WITH DOUBLE LIGHTUTILITY POLE W / 1 LIGHTUTILITY POLEBUSHTREESTUMPSWAMP / MARSHWATER GATEPARKING METEROVERHEAD CABLE/WIRECURBINGCONTOURS (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 WALLGUARD RAIL - STEEL POSTSGUARD RAIL - WOOD POSTSCHAIN LINK OR METAL FENCEWOOD FENCEHAY BALES/SILT FENCETREE LINESAWCUT LINETOP OR BOTTOM OF SLOPEEDGE OF PAVEMENTLIMIT OF MICROMILLING AND OVERLAYBANK OF RIVER OR STREAMBORDER OF WETLAND100 FT WETLAND BUFFER200 FT RIVERFRONT BUFFERSTATE HIGHWAY LAYOUTTOWN OR CITY LAYOUTCOUNTY LAYOUTRAILROAD SIDELINETOWN OR CITY BOUNDARY LINEPROPERTY LINE OR APPROXIMATE PROPERTY LINEEASEMENT

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 LINES)

SOLID WHITE LINE (4" WIDE)

SOLID YELLOW LINE (4" WIDE)

BROKEN WHITE LINE (4" WIDE; 10' STRIPE W/30' GAP)

BROKEN YELLOW LINE (4" WIDE; 10' STRIPE W/30' GAP)

DOTTED WHITE LINE (4" WIDE; 3' STRIPE W/9' GAP)

DOTTED YELLOW LINE (4" WIDE; 3' STRIPE W/9' GAP)

DOTTED WHITE LINE EXTENSION (4" WIDE; 2' STRIPE W/6' GAP)

DOTTED YELLOW LINE EXTENSION (4" WIDE; 2' STRIPE W/6' GAP)

DOUBLE WHITE LINE (EACH 4" WIDE)

DOUBLE YELLOW LINE (EACH 4" WIDE)

20'

20'

1

M

*

RRSG

DBYL

DBWL

BWL

SWL

CW

SL

DYLEx

DWLEx

DYL

BYL

DWL

SYL

JBCB

FPGPMB

WELLEHH

GGBHL #MW #TP #

MHB

TPL or GUY

UFBUPDLULTUPL

WGPM

NOTE: ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

3

ABBREVIATIONS

GENERALAADT ANNUAL AVERAGE DAILY TRAFFICABAN ABANDONADJ ADJUSTAPPROX. APPROXIMATEA.C. ASPHALT CONCRETEACCM PIPE ASPHALT COATED CORRUGATED METAL PIPEBIT. BITUMINOUSBC BOTTOM OF CURBBD. BOUNDBL BASELINEBLDG BUILDINGBM BENCHMARKBO BY OTHERSBOS BOTTOM OF SLOPEBR. BRIDGECB CATCH BASINCBCI CATCH BASIN WITH CURB INLETCC CEMENT CONCRETECCM CEMENT CONCRETE MASONRYCEM CEMENTCI CURB INLETCIP CAST IRON PIPECLF CHAIN LINK FENCECL CENTERLINECMP CORRUGATED METAL PIPECSP CORRUGATED STEEL PIPECO. COUNTYCONC CONCRETECONT CONTINUOUSCONST CONSTRUCTIONCR GR CROWN GRADEDHV DESIGN HOURLY VOLUMEDI DROP INLETDIA DIAMETERDIP DUCTILE IRON PIPEDW STEADY DON'T WALK - PORTLAND ORANGEDWY DRIVEWAYELEV (or EL.) ELEVATIONEMB EMBANKMENTEOP EDGE OF PAVEMENTEXIST (or EX) EXISTINGEXC EXCAVATIONF&C FRAME AND COVERF&G FRAME AND GRATEFDN. FOUNDATIONFLDSTN FIELDSTONEGAR GARAGEGD GROUNDGG GAS GATEGI GUTTER INLETGIP GALVANIZED IRON PIPEGRAN GRANITEGRAV GRAVELGRD GUARDHDW HEADWALLHMA HOT MIX ASPHALTHOR HORIZONTALHYD HYDRANTINV INVERTJCT JUNCTIONL LENGTH OF CURVELB LEACH BASINLP LIGHT POLELT LEFTMAX MAXIMUMMB MAILBOXMH MANHOLEMHB MASSACHUSETTS HIGHWAY BOUNDMIN MINIMUMNIC NOT IN CONTRACTNO. NUMBERPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVATUREP.G.L. PROFILE GRADE LINEPI POINT OF INTERSECTIONPOC POINT ON CURVEPOT POINT ON TANGENTPRC POINT OF REVERSE CURVATUREPROJ PROJECTPROP PROPOSEDPSB PLANTABLE SOIL BORROWPT POINT OF TANGENCYPVC POINT OF VERTICAL CURVATUREPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYPVMT PAVEMENTPWW PAVED WATER WAY

ABBREVIATIONS (cont.)

GENERALR RADIUS OF CURVATURER&D REMOVE AND DISPOSERCP REINFORCED CONCRETE PIPERD ROADRDWY ROADWAYREM REMOVERET RETAINRET WALL RETAINING WALLROW RIGHT OF WAYRR RAILROADR&R REMOVE AND RESETR&S REMOVE AND STACKRT RIGHTSB STONE BOUNDSHLD SHOULDERSMH SEWER MANHOLEST STREETSTA STATIONSSD STOPPING SIGHT DISTANCESHLO STATE HIGHWAY LAYOUT LINESW SIDEWALKT TANGENT DISTANCE OF CURVE/TRUCK %TAN TANGENTTEMP TEMPORARYTC TOP OF CURBTOS TOP OF SLOPETYP TYPICALUP UTILITY POLEVAR VARIESVERT VERTICALVC VERTICAL CURVEWCR WHEEL CHAIR RAMPWG WATER GATEWIP WROUGHT IRON PIPEWM WATER METER/WATER MAINX-SECT CROSS SECTION

TRAFFIC SIGNAL ABBREVIATIONS

CAB CABINETCCVE CLOSED CIRCUIT VIDEO EQUIPMENTDW STEADY UPRAISED HANDFDW FLASHING UPRAISED HANDFR FLASHING CIRCULAR REDFRL FLASHING RED LEFT ARROWFRR FLASHING RED RIGHT ARROWFY FLASHING CIRCULAR YELLOWFYL FLASHING YELLOW LEFT ARROWFYR FLASHING YELLOW RIGHT ARROWG STEADY CIRCULAR GREENGL STEADY GREEN LEFT ARROWGR STEADY GREEN RIGHT ARROWGSL STEADY GREEN SLASH LEFT ARROWGSR STEADY GREEN SLASH RIGHT ARROWGV STEADY GREEN VERTICAL ARROWOL OVERLAPPED PEDESTRIANPTZ PAN, TILT, ZOOMR STEADY CIRCULAR REDRL STEADY RED LEFT ARROWRR STEADY RED RIGHT ARROWTR SIG TRAFFIC SIGNALTSC TRAFFIC SIGNAL CONDUITW STEADY WALKING PERSONY STEADY CIRCULAR YELLOWYL STEADY YELLOW LEFT ARROW

GENERAL NOTES1. TOPOGRAPHICAL INFORMATION OBTAINED FROM SURVEY CONDUCTED BY HANCOCK ASSOCIATES, INC. COORDINATES ARE MASSACHUSETTS STATE PLANE (NAD '83). VERTICAL DATUM IS NAVD '88.

2. THE CONTRACTOR SHALL NOTIFY DIGSAFE (888-344-7233) AND PROCURE A DIGSAFE NUMBER PRIOR TO DISTURBING GROUND IN ANY WAY.

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. THECONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHTBE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. WHERE AN EXISTING UNDERGROUND UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUTDELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.

5. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH PRIVATE UTILITY COMPANIES FOR THE ALTERATION/ADJUSTMENT OF MANHOLES, GATE BOXES AND SERVICE BOXES OWNED/MAINTAINED BYGAS, ELECTRIC, COMMUNICATION, AND ANY OTHER PRIVATE UTILITY COMPANIES.

6. 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 CONTRACTOR'S EXPENSE. GRASS AREAS SHALL BE RESTORED WITH 4-INCHES OF LOAM AND SEEDED.

7. 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).

8. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE.

9. ALL PROPOSED PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

10. ALL EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOTGUARANTEED.

11. A MINIMUM 4 FOOT WIDE CLEAR PATH OF TRAVEL (EXCLUDING CURB WIDTH) SHALL BE MAINTAINED ON ALL SIDEWALKS PAST ALL SIGNAL EQUIPMENT, UTILITIES, OR OTHER OBSTRUCTIONS.

12. DIMENSIONS RELATIVE TO EXISTING CURB LINES SHALL CONTROL. THE EXACT LOCATION OF TRAFFIC SIGNAL POLES, POSTS, CONTROLLERS, PULL BOXES, SIGNS, AND PAVEMENT MARKINGS SHALL BEDETERMINED BY THE ENGINEER IN THE FIELD.

13. JOINTS BETWEEN NEW HOT MIX ASPHALT ROADWAY PAVEMENT AND EXISTING PAVEMENT SHALL BE SEALED WITH HOT POUR RUBBERIZED ASPHALT SEALER.

14. ALL EXISTING GRANITE CURB AND EDGING THAT MEETS SPECIFICATIONS SHALL BE RE-USED IN THE PROPOSED WORK, EXCEPT CURVED STONES OF A DIFFERENT RADIUS THAN PROPOSED CURB.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING AT NO ADDITIONAL COST.

16. ALL VERTICAL GRANITE CURB (VGC) SHALL TRANSITION AT THE LIMITS OF WORK WITH A 6' TRANSITION PIECE.

17. ALL TRENCH CUTS WITHIN THE PAVED SURFACE HAVING A DEPTH OF 4' OR LESS SHALL BE BACKFILLED WITH CONTROLLED DENSITY FILL AS SHOWN IN THE TYPICAL TRENCH DETAILS.

18. ALL NEW CATCH BASIN GRATES SHALL BE MUNICIPAL STANDARD GRATES.

19. ALL EXISTING SEWER, DRAINAGE, ELECTRIC MANHOLE COVERS, GAS AND WATER GATES, ETC. SHALL BE ADJUSTED TO FINISHED GRADE.

20. ALL PROPOSED PEDESTRIAN ACCOMMODATIONS (I.E. SIDEWALKS, WHEELCHAIR RAMPS, ETC.) SHALL COMPLY WITH CURRENT ADA & AAB RULES AND REGULATIONS AND MUNICIPAL STANDARDS.

21. ALL DRAINAGE STRUCTURES WITHIN THE LIMITS OF WORK SHALL BE CLEANED PRIOR TO CONCLUSION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

22. THE MINIMUM MOUNTING HEIGHT OF POST MOUNTED SIGNS, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF CURB OR SIDEWALK OR NEAREST EDGE OF TRAVELED WAY,SHALL BE 7 FT EXCEPT FOR H1-2 OBJECT MARKERS WHICH SHALL BE 4 FT.

MADISON STREET

4

PAVEMENT NOTES

MADISON STREET

MADISON STREET

INSERT A

5

6

CO

NTI

NU

ED O

NSH

EET

NO

. 7

20

SCALE: 1" = 20'

0 50 100

N

7

CO

NTI

NU

ED O

NSH

EET

NO

. 6

20

SCALE: 1" = 20'

0 50 100

N

8

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

40 40 80

8 8 16

MADISON STREET PROFILE

9

CO

NTI

NU

ED O

NSH

EET

NO

. 10

20

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0 50 100

N

10

CO

NTI

NU

ED O

NSH

EET

NO

. 9

20

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0 50 100

N

1120

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0 50 100

N

CO

NTI

NU

ED O

NSH

EET

NO

. 12

1220

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0 50 100

N

CO

NTI

NU

ED O

NSH

EET

NO

. 11

1320

SCALE: 1" = 20'

0 50 100

N

NOTE: THE TRAFFIC SIGNAL DESIGN IS CURRENTLYBEING DEVELOPED WITH MASSDOT TO BECONSTRUCTED AS PART OF THE PROPOSEDROUTE 1 IMPROVEMENTS. THE PROPOSEDSIGNAL LAYOUT AND PREFERENTIAL PHASINGARE INCLUDED IN THE MADISON STREET PLANSET FOR REFERENCE PURPOSES ONLY. THISPLAN IS NOT FOR CONSTRUCTION.

PREFERENTIAL PHASING SEQUENCE

SIGNAL IDENTIFICATIONAL

L 12

" LEN

S

G

Y

R

ALL

12" L

ENS

G

R

Y

G,H,L,M D

Ø 1 & Ø 5

Ø 2 & Ø 5

Ø 2 + Ø 6 Ø 4 & Ø 8Ø 9

R

Y Y

GG

J,K

ALL

12" L

ENS

NOTES:

1. ALL SIGNALS SHALL HAVE CUT AWAY TUNNEL VISORS.2. ALL SIGNALS SHALL HAVE 12" LED WITH 5" FLAT BACK PLATES WITH 3" YELLOW

RETROREFLECTIVE BORDERS.

OL

OL

1. ANY PHASE OR PHASE COMBINATION NOT CALLED SHALL BE SKIPPED. * UPON PEDESTRIAN PUSHBUTTON ACTUATION

ALL

12" L

ENS

G

Y

R

A,E

ALL

12" L

ENS

G

R

Y

B,C,F 16"x18" L.E.D W/

P1-P4COUNTDOWN TIMER

NOTES:

Ø 1 + Ø 6

14

TRAFFIC MANAGEMENT NOTES

SUGGESTED WORK ZONE WARNING SIGN SPACING

FORMULAS FOR DETERMINING TAPER LENGTHS

Speed Limit (S) Taper Length (L)Feet

Type of Taper Taper Length (L)*

TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES

LEGEND:

Road TypeDistance Between Signs**

BA C

ROAD

AHEAD

RIGHT

CLOSEDSHOULDER

POLICEOFFICERAHEAD

ONE LANEROAD

XX FEET

RIGHT LANE

1000 FT

LATERAL DROP-OFF DETAILLONGITUDINAL DROP-OFF DETAIL

STR

STREET

MADISON

WAS

HING

TON

STRE

ET (R

OUT

E 1)

EET

MEL

ANIE

LANE

HAW

ES

I-495

OFF-RAMP

15

DIVIDED HIGHWAYSHOULDER CLOSED

AND TRAVEL LANE CLOSEDTWO LANE ROAD SHOULDER ONE LANE ALTERNATING TRAFFIC

TWO LANE ROAD

TWO LANE ROAD SHOULDER CLOSURE

SIGN LEGEND

ADVANCE SIGNING SCHEMATIC

16

GRANITE CURB SPLAYED ENDDRAINAGE/UTILITY TRENCH

COMPOST FILTER TUBE

PAVEMENT TRANSITION DETAIL

TREE ARMOR

17

WHEELCHAIR RAMP ON NARROW SIDEWALKWCR-1 DETAIL

PRECAST CONCRETE CATCH BASIN

180

HOR. SCALE IN FEET

VER. SCALE IN FEET

00

0

4 4 8

4 4 8

190

HOR. SCALE IN FEET

VER. SCALE IN FEET

00

0

4 4 8

4 4 8

200

HOR. SCALE IN FEET

VER. SCALE IN FEET

00

0

4 4 8

4 4 8

210

HOR. SCALE IN FEET

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00

0

4 4 8

4 4 8