A00803-614090.pdf

Massachusetts Department Of Transportation Highway Division Proposal No. 614090-134822

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DOCUMENT A00803

DRAWINGS AND SKETCHES

Massachusetts Department Of Transportation Highway Division

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LENGTH OF PROJECT = 293.78 FEET = 0.056 MILES

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

IN THE FALL RIVER OF

BRISTOL COUNTY

FOURTH STREET

FALL RIVER

HIGHWAY DIVISION

(BRIDGE NO. F-02-065 (3XJ))

PLAN AND PROFILE OF

DESIGN DESIGNATION (FOURTH STREET)

DESIGN SPEED 25 MPH

ADT (2025) 11,600

ADT (2046) 11,846

K 8.6%

D 100%

T (PEAK HOUR) 5.7%

T (AVERAGE DAY) 4.9%

DHV 1022

DDHV 1022

FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL (NHS)

SCALE: 1" = 100'

0 200 300 400

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

TITLE SHEET

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N.F.A.

THESE PLANS ARE SUPPLEMENTED BY THE LATEST EDITIONS OF THE FOLLOWING PUBLICATIONS, AS IDENTIFIED IN THE CONTRACT SPECIAL PROVISIONS: THE MASSDOT CONSTRUCTION STANDARD DETAILS, THE MASSDOT STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE MASSDOT STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, THE MASSDOT OVERHEAD SIGNAL STRUCTURE AND

FOUNDATION STANDARD DRAWINGS, THE MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL

DRAWINGS, AND THE ANSI AMERICAN STANDARD FOR NURSERY STOCK.

DATE

APPROVED

CHIEF ENGINEER

DATE DESCRIPTION REV #

INDEX

SHEET NO. DESCRIPTION

1 TITLE SHEET & INDEX

2 LEGEND & ABBREVIATIONS

3 CONSTRUCTION PLAN

4 CURB TIE & GRADING PLAN

5 TRAFFIC SIGN & PAVEMENT MARKINGS

6 SIGN SUMMARY & TRAFFIC DETAILS

7 TEMPORARY TRAFFIC CONTROL PLANS

18 CONSTRUCTION DETAILS

19 BRIDGE PLANS

PROJECT END

STA 21+24.52

N2715895.9826 E750937.8060

PROJECT BEGIN

STA 18+30.74

N2715712.4443 E750709.8433

PROJECT

LOCATION

BR# F-02-065 (3XJ)

A00803 - 3

GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

JERSEY BARRIER

CATCH BASIN

CATCH BASIN CURB INLET

FLAG POLE

GAS PUMP

MAIL BOX

POST SQUARE

POST CIRCULAR

WELL

ELECTRIC HANDHOLE

FENCE GATE POST

GAS GATE

BORING HOLE

MONITORING WELL

TEST PIT

HYDRANT

LIGHT POLE

COUNTY BOUND

GPS POINT

CABLE MANHOLE

DRAINAGE MANHOLE

ELECTRIC MANHOLE

GAS MANHOLE

MISC MANHOLE

SEWER MANHOLE

TELEPHONE MANHOLE

WATER MANHOLE

MASSACHUSETTS HIGHWAY BOUND

MONUMENT

STONE BOUND

TOWN OR CITY BOUND

TRAVERSE OR TRIANGULATION STATION

TROLLEY POLE OR GUY POLE

TRANSMISSION POLE

UTILITY POLE W/ FIREBOX

UTILITY POLE WITH DOUBLE LIGHT

UTILITY POLE W / 1 LIGHT

UTILITY POLE

BUSH

TREE

STUMP

SWAMP / MARSH

WATER GATE

PARKING METER

OVERHEAD CABLE/WIRE

CURBING

CONTOURS (ON-THE-GROUND SURVEY DATA)

CONTOURS (PHOTOGRAMMETRIC DATA)

UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)

BALANCED STONE WALL

GUARD RAIL - STEEL POSTS

GUARD RAIL - WOOD POSTS

GUARD RAIL - DOUBLE FACE - STEEL POSTS

GUARD RAIL - DOUBLE FACE - WOOD POSTS

CHAIN LINK OR METAL FENCE

WOOD FENCE

HAY BALES/SILT FENCE

TREE LINE

SAWCUT LINE

TOP OR BOTTOM OF SLOPE

LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY

BANK OF RIVER OR STREAM

BORDER OF WETLAND

100 FT WETLAND BUFFER

200 FT RIVERFRONT BUFFER

STATE HIGHWAY LAYOUT

TOWN OR CITY LAYOUT

COUNTY LAYOUT

RAILROAD SIDELINE

TOWN OR CITY BOUNDARY LINE

PROPERTY LINE OR APPROXIMATE PROPERTY LINE

EASEMENT

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

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

X X

20'

20'

M

RRSG

DBYL

DBWL

BWL

SWL

CW

ONLY

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

G G

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

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PROJECT FILE NO.

LEGEND & ABBREVIATIONS

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FALL RIVER

N.F.A.

ABBREVIATIONS

GENERAL

AADT ANNUAL AVERAGE DAILY TRAFFIC

ABAN. ABANDON

ADJ. ADJUST

APPROX. APPROXIMATE

A.C. ASPHALT CONCRETE

ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE

BIT. BITUMINOUS

BC BOTTOM OF CURB

BD. BOUND

BL BASELINE

BLDG. BUILDING

BM BEAM

B.O. BY OTHERS

BOS BOTTOM OF SLOPE

BR. BRIDGE

CB CATCH BASIN

CBCI CATCH BASIN WITH CURB INLET

CC CEMENT CONCRETE

CCM CEMENT CONCRETE MASONRY

CEM. CEMENT

CI CURB INLET

CIP CAST IRON PIPE

CLF CHAIN LINK FENCE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CSP CORRUGATED STEEL PIPE

CO. COUNTY

CONC. CONCRETE

CONT CONTINUOUS

CONST. CONSTRUCTION

CR GR CROWN GRADE

DHV DESIGN HOURLY VOLUME

DI DROP INLET

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DW STEADY DON'T WALK - PORTLAND ORANGE

DWY DRIVEWAY

ELEV. (or EL.) ELEVATION

EMB EMBANKMENT

EOP EDGE OF PAVEMENT

EXIST. (or EX) EXISTING

EXC EXCAVATION

EXP. EXPANSION

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

HGT HIGHWAY GUARD TRANSITION

HMA HOT MIX ASPHALT

HOR HORIZONTAL

HYD. HYDRANT

INV. INVERT

JCT JUNCTION

L LENGTH OF CURVE

LB LEACH BASIN

LP LIGHT POLE

LT LEFT

MAX. MAXIMUM

MB MAILBOX

MH MANHOLE

MHB MASSACHUSETTS HIGHWAY BOUND

MIN. MINIMUM

M&O MILL & OVERLAY

NIC NOT IN CONTRACT

NO. NUMBER

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCR PEDESTRIAN CURB RAMP

P.G.L. PROFILE GRADE LINE

PI POINT OF INTERSECTION

PL GAS PLASTIC GAS MAIN

POC POINT ON CURVE

POT POINT ON TANGENT

PRC POINT OF REVERSE CURVATURE

PROJ. PROJECT

ABBREVIATIONS (cont.)

GENERAL

PROP. PROPOSED

PT POINT OF TANGENCY

PTR PIPE TOP RAIL

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

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REM. REMOVE

RET. RETAIN

RET WALL RETAINING WALL

ROW RIGHT OF WAY

RR RAILROAD

R&D REMOVE AND DISCARD

R&R REMOVE AND RESET

R&S REMOVE AND STACK

RT RIGHT

SB STONE BOUND

SHLD SHOULDER

SMH SEWER MANHOLE

ST STREET

STA. STATION

SSD STOPPING SIGHT DISTANCE

SHLO STATE HIGHWAY LAYOUT LINE

SW SIDEWALK

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

VGC VERTICAL GRANITE CURB

WG WATER GATE

WIP WROUGHT IRON PIPE

WM WATER METER/WATER MAIN

X-SECT CROSS SECTION

PAVEMENT MARKINGS SYMBOLS

EXISTING PROPOSED DESCRIPTION

PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

12" STOP LINE

12" CROSSWALK

6"/12" SOLID WHITE LINE

6" SOLID YELLOW LINE

6" BROKEN WHITE LINE (10' LINE, 30' GAP)

6" BROKEN YELLOW LINE (10' LINE, 30' GAP)

6"/12" DOTTED WHITE LINE (3' LINE, 9' GAP)

6" DOTTED YELLOW LINE (3' LINE, 9' GAP)

6" DOTTED WHITE LINE EXTENSION (2' LINE, 6' GAP)

6" DOTTED YELLOW LINE EXTENSION (2' LINE, 6' GAP)

6" DOUBLE WHITE LINE

6" DOUBLE YELLOW LINE

A00803 - 4

X

X

X X

X

X

X

X X

X X

X

X X X X X

FOURTH ST.

TROY ST.

X X

X X

X X

HA

RT

W

EL

L

ST

FOURTH ST.

JER

EM

IA

H

V.

SU

LLIVA

N

D R

H

EN

R Y V.

SEN

EC

A D

R

I-195 W

ESTB

O

U N

D

I-195

EA

STB

O

U N

D

21PT +75.95

PROJECT BEGIN

STA 18+30.74

N2715712.4443 E750709.8433

PROJECT END

STA 21+24.52

N2715895.9826 E750937.8060

PLEASANT ST.

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

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PROJECT FILE NO.

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CONSTRUCTION PLAN

614090

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FOURTH STREET

FALL RIVER

N.F.A.

SCALE: 1" = 20'

0 50 100

A00803 - 5

X

X X X

X

X X X X X

FOURTH ST.

TROY ST.

X X

X X

HA

RT

W

EL

L

ST

FOURTH ST.

JER

EM

IA

H

V.

SU

LLIVA

N

D R

H

EN

R Y V.

SEN

EC

A D

R

I-195 W

ESTB

O

U N

D

I-195

EA

STB

O

U N

D

EX

IS

T.

.0

0'

.0

0'

+85.87+31.61

+17.59

22.02'

+34.75

L1

L2

21PT +75.95

.0 0'

.0

0'

L3 C2 C4

2.

2.

X 134.29

X 133.56

X 134.21

X 133.96

X 133.71

PROJECT BEGIN

STA 18+30.74

N2715712.4443 E750709.8433

PROJECT END

STA 21+24.52

N2715895.9826 E750937.8060

L3

PLEASANT ST.

X

133.49

X

133.38

4TH ST. (1964) CONSTRUCTION BASELINE DATA

NUMBER

L1

L2

STARTING

STATION

7+00.00

18+52.36

NORTHING

2715642.225

2715749.581

EASTING

750642.167

750707.320

CURVE DATA LINE DATA

N31°15'10"E 125.58'

N52°57'20"E 254.27'

ENDING

STATION

18+52.36

21+06.63

NORTHING

2715749.581

2715902.762

EASTING

750707.320

750910.270

Curve Table

Curve #

C4

Delta

50°52'19"

Radius

25.00

Length

22.20

4TH ST. CONST. CONSTRUCTION BASELINE DATA

NUMBER

C2

L3

STARTING

STATION

18+30.74

18+75.95

NORTHING

2715712.444

2715746.234

EASTING

750709.843

750739.404

CURVE DATA

R=110.00' Δ 23°32'59" L=45.21' T=22.93'

LINE DATA

N52°57'20"E 248.57'

ENDING

STATION

18+75.95

21+24.52

NORTHING

2715746.234

2715895.983

EASTING

750739.404

750937.806

FED. AID PROJ. NO. SHEET

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CURB TIE & GRADING PLAN

614090

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FALL RIVER

N.F.A.

SCALE: 1" = 20'

0 50 100

A00803 - 6

X

X X X

X

X X X X X

FOURTH ST.

TROY ST.

X X

X X

HA

RT

W

EL

L

ST

FOURTH ST.

JER

EM

IA

H

V.

SU

LLIVA

N

D R

H

EN

R Y V.

SEN

EC

A D

R

I-195 W

ESTB

O

U N

D

I-195

EA

STB

O

U N

D

1.5

1.8'± 1.

5'

2'

12.9'

SWL

SWL

SWL

SYL

SWL

SYL

+97.38

+69.60

SW

L

SYL1.6'±

INTERSTATE

195 WEST

PROVIDENCE, RI

NEXT RIGHT

TO

RET.

RET.

RET.

RET.

RET.

RET.

R&D

RET.

RET.

RET.

RET.

RET.

RET.

RET.

RET.

21PT +75.95 11

PROJECT BEGIN

STA 18+30.74

N2715712.4443 E750709.8433

PROJECT END

STA 21+24.52

N2715895.9826 E750937.8060

RET.

12" SYL

@ 45°, 15' O.C.

12" SWL @ 45°,

15' O.C. (TYP.)

12" SWL

R&R

R&R

R&D

12" SL

PLEASANT ST.

10' C.W

2'

HWY. LIGHT POLE WITH 10'

BRACKET & FND. (SD3.013)

PROP. 2" ELEC.

CONDUIT - TYPE NM

PROP. HANDHOLE (SD2.022)

OVER EXIST. CONDUIT

RET.

R&S LIGHT POLE

& LUMINAIRE

RESET WALKING

ROUTE SIGN

R&R WALKING

ROUTE SIGN

R&R PED SIGNAL HEAD,

SIGNAL POST AND

PUSH BUTTON TO

PROP. FND. (SD3.031)

RET.

12" SL

RET.

ADJ. HH

PROP. HANDHOLE (SD2.031)

OVER EXIST. CONDUIT

PROP. I2-3

PROP. R3-1

MTD. ON EXIST. POST

FED. AID PROJ. NO. SHEET

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TRAFFIC SIGN & PAVEMENT MARKINGS

614090

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N.F.A.

SCALE: 1" = 20'

0 50 100

A00803 - 7

6" SWL

6" SYL

12" SYL

@45°, 15' O.C.

10' 4'

9.5'

8' 10' 4'

20' (MIN.)8'32' (MIN.)

20' (MIN.)8' 32' (MIN.)

5.

9'

15'

5.

9'

6" SWL

6" SWL

STOP LINE

12" SWL

12" SWL 12" SWL

STOP LINE

12" SWL

12" SWL 12" SWL

PAVEMENT MARKING DETAILS

NOT TO SCALE

10' C R

O

SSW

ALK

10' C

R O

SSW

ALK

HEIGHTWIDTH

SIZE OF SIGNIDENTIFI-

CATION

NUMBER

REQ'D

UNIT

AREA

S.F.

AREA IN

SQUARE

FEET

SIGN

DIAGRAM LEGEND

COLOR

BORDERBACK-

GROUND

TRAFFIC SIGN SUMMARY

I2-3 WHITE WHITEGREEN114" 18" 1 14.25 14.25

I2-3 GRADE SEPARATION IDENTIFICATION SIGN

NOT TO SCALE

R3-1 BLACKWHITE24" 24" 1 4 4BLACK/

RED

KNOCK OUT OPENING FOR

PROP. 2" CONDUIT (TYP.)

6" LAYER OF

4" CRUSHED STONE

(M2.01.4)

3' -0

1'-6"

10' GROUND ROD (TYP.)

BELL END

(TYP.)

2'-0"4" (TYP)

2' -6

" M

IN

24 IN 13 IN X 36 IN ELECTRIC HANDHOLE (SD2-022)

N.T.S.

2' -6

" M

IN

DOGHOUSE OPENING FOR

INSTALLATION OVER

EXIST. 3" CONDUIT (TYP.)

KNOCK OUT OPENING FOR

PROP. 2" CONDUIT (TYP.)

DOGHOUSE OPENING FOR

INSTALLATION OVER

EXIST. 3" CONDUIT (TYP.)

NOTES:

1. HIGHWAY LIGHTING WORK SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE,

ENSURING THAT THE HIGHWAY LIGHTING REMAINS OPERATIONAL THROUGHOUT THE

PROJECT DURATION.

1.1. INSTALL THE PROPOSED LIGHT POLE FOUNDATION.

1.2. LOCATE THE EXISTING CONDUIT FEEDING THE EXISTING LIGHT POLE. PLACE THE

NEW HANDHOLE OVER THE EXISTING CONDUIT AND ADJUST THE FRAME AND COVER

TO PROPOSED GRADE USING BRICK MASONRY. INSTALL THE PROPOSED 2" CONDUIT

FROM THE NEW HIGHWAY LIGHTING POLE FOUNDATION TO THE PROPOSED

HANDHOLE AND INSTALL THE REQUIRED GROUND ROD.

1.3. INSTALL THE NEW HIGHWAY LIGHTING POLE AND LUMINAIRE, AND INSTALL WIRING

TO THE NEW HANDHOLE.

1.4. COORDINATE WITH THE CITY OF FALL RIVER FOR DE-ENERGIZING THE EXISTING

FEEDER. IF THE EXISTING FEEDER CANNOT BE DE-ENERGIZED, THE CONTRACTOR

SHALL MAKE THE CONNECTION LIVE OR AS RECOMMENDED BY THE CITY OF FALL

RIVER.

1.5. WHEN THE CONTRACTOR IS PREPARED TO ENERGIZE THE PROPOSED LIGHT POLE,

BREAK INTO THE EXISTING CONDUIT AND PULL WIRING BACK FROM THE EXISTING

LIGHT POLE INTO THE PROPOSED HANDHOLE. SPLICE WIRING IN THE PROPOSED

HANDHOLE, MAINTAINING A SUFFICIENT LOOP TO MAKE THE CONNECTION OUTSIDE

OF THE HANDHOLE.

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SIGN SUMMARY & TRAFFIC DETAILS

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N.F.A.

A00803 - 8

ROAD

WORK

1 MILE

W20-1*

MA-R2-10a*

MA-R2-10e*

ROAD

WORK

1 MILE

W20-1*

MA-R2-10a*

MA-R2-10e**

PROJECT LOCATION

BRIDGE NO. F-02-065

W20-1a***

MA-R2-10a***

MA-R2-10a***

W20-1a***

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TEMPORARY TRAFFIC CONTROL PLANS

614090

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N.F.A.

MESSAGE 1:

TWO WEEKS BEFORE

RAMP DETOURS

MESSAGE 2:

TWO WEEKS BEFORE

TRAFFIC SHIFT

NOTES:

1. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL CONFORM TO THE 11TH

EDITION OF THE MUTCD, DATED DECEMBER 2023, AS AMENDED.

2. PCMS ARE TO BE LOCATED BEHIND GUARDRAIL OR OUTSIDE OF THE CLEAR ZONE.

LOCATIONS SHALL BE APPROVED BY THE ENGINEER.

GENERAL NOTES:

1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF

THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS,

UNLESS SUPERCEDED BY THESE PLANS.

2. AT A MINIMUM, AN 11' LANE MUST BE MAINTAINED IN EACH DIRECTION AT ALL TIMES.

3. THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL PROPERTIES WITHIN THE PROJECT

LIMITS FOR THE DURATION OF THE PROJECT.

4. USE DETAILS ONLY WHERE APPROPRIATE AND WHERE SIGNS WILL NOT INTERFERE WITH

OTHER OPERATIONAL SIGNS.

5. TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND ALL OTHER NECESSARY WORK

ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED

WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC.

6. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER.

7. WHERE EXISTING DRAINAGE STRUCTURE CASTINGS ARE WITHIN TEMPORARY TRAVEL

LANES, THE CONTRACTOR SHALL VERIFY THAT THE GRATE OR COVER DOES NOT ROCK IN

ITS FRAME. IF NECESSARY, GRATES AND COVERS WILL BE REMOVED, THE FRAME WILL BE

CLEANED AND THE GRATE OR COVER RESET. THIS WORK IS CONSIDERED INCIDENTAL TO

THE TEMPORARY TRAFFIC CONTROL ITEMS.

8. EXISTING RUMBLE STRIP THAT WILL BE WITHIN THE PROPOSED TEMPORARY TRAVEL LANES

SHALL BE MILLED AND PATCHED PRIOR TO OPENING THE TRAVEL LANE TO TRAFFIC.

9. THESE TEMPORARY TRAFFIC CONTROL PLANS ARE NOT INTENDED TO BE INCLUSIVE OF ALL

SETUPS NECESSARY TO COMPLETE THE PROJECT. FOR TEMPORARY TRAFFIC CONTROL

DETAILS NOT INCLUDED IN THESE PLANS SEE THE MASSDOT WORK ZONE SAFETY TYPICAL

DETAILS AND DRAWINGS FOR TEMPORARY TRAFFIC CONTROL AND THE MASSDOT

CONSTRUCTION STANDARD DETAILS. ADDITIONAL ANTICIPATED SETUPS FOR USE ON I-195,

INCLUDE MASSDOT CONSTRUCTION STANDARD DETAILS 852.7.3, 852.74 & 852.79.

GRADE DIFFERENCES:

1. WHERE THERE IS A LONGITUDINAL DIFFERENCE IN ELEVATION BETWEEN EXISTING

PAVEMENT AND MILLED OR NEW PAVEMENT, THE CONTRACTOR SHALL PLACE A

TEMPORARY HOT MIX ASPHALT WEDGE WITH A 12:1 (OR FLATTER) SLOPE FOR A SMOOTH

TRANSITION.

2. CROSS-SECTIONAL GRADE DIFFERENCES IN EXCESS OF 2” DURING NON-WORKING HOURS

WILL REQUIRE DELINEATION BY USE OF REFLECTORIZED DRUMS.

3. CROSS-SECTIONAL GRADE DIFFERENCES IN EXCESS OF 4” DURING NON-WORKING HOURS

SHALL BE PROTECTED BY BACKFILLING WITH A WEDGE OF EARTHWORK TO BE COMPACTED

AT A 4:1 SLOPE AND SHALL BE DELINEATED BY USE OF DRUMS.

4. A MINIMUM SLOPE OF 4:1 MUST BE MAINTAINED AFTER WORKING HOURS ALONG THE EDGE

OF THE TRAVELED WAY.

CHANNELIZATION:

1. PLASTIC DRUMS WITH ANY LIGHTING DEVICE MOUNTED TO THEM MUST PASS THE CRITERIA

SET FORTH IN MASH 2016.

2. THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES IS EQUAL IN FEET TO THE

SPEED LIMIT IN MPH, OR AS OTHERWISE SPECIFIED IN THESE PLANS.

3. THE FIRST TEN DRUMS OF ANY MERGING OR SHIFTING TAPER THAT IS DEPLOYED BETWEEN

DUSK AND DAWN SHALL BE EQUIPPED WITH SEQUENTIAL FLASHING WARNING LIGHTS.

4. FOR DAYTIME OPERATIONS, THE FIRST FIVE DRUMS USED FOR ANY TAPER SHALL BE

EQUIPPED WITH TYPE A FLASHING LIGHTS.

5. FOR TYPICAL CHANNELIZING DEVICE DIMENSIONS AND REQUIREMENTS SEE MASSDOT

CONSTRUCTION STANDARD DETAIL 851.1.

6. FOR PEDESTRIAN CHANNELIZING DEVICES, SEE MASSDOT CONSTRUCTION STANDARD

DETAIL 850.1.1 AND 850.1.2.

CONSTRUCTION SIGNING:

1. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL

BE IN PLACE PRIOR TO THE START OF ANY WORK.

2. ALL SIGN LEGEND, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.

3. ALL CONSTRUCTION SIGNS SHALL BE BLACK LEGEND ON A REFLECTORIZED ORANGE

BACKGROUND UNLESS OTHERWISE NOTED.

4. ADVANCE WARNING SIGNS SHALL REMAIN IN PLACE FOR THE ENTIRE DURATION OF THE

PROJECT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

5. ALL SIGNS, INCLUDING EXISTING, THAT ARE NOT REPRESENTATIVE OF ACTUAL WORK

CONDITIONS SHALL BE EITHER COVERED OR REMOVED WHEN NOT APPLICABLE.

6. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY MUST PASS THE

CRITERIA SET FORTH IN MASH 2016.

7. CHANGEABLE MESSAGE SIGNS SHOULD BE USED IN ADDITION TO ADVANCE WARNING

SIGNS, AT THE DIRECTION OF THE ENGINEER, TO PROVIDE INFORMATION PRIOR TO THE

BEGINNING OF WORK OR IN ADVANCE OF CHANGES IN CONSTRUCTION OPERATIONS OR

TRAFFIC PATTERNS. CHANGEABLE MESSAGE SIGNS ARE NOT TO BE USED AS A LONG TERM

ADVANCE WARNING SIGN.

8. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

9. A & B DISTANCES SHOWN ON DETAILS SHALL BE PER FIGURE GEN-2 "SUGGESTED WORK

ZONE SIGN SPACING" FOUND IN THE MASSDOT WORK ZONE SAFETY TYPICAL DETAILS AND

DRAWINGS FOR TEMPORARY TRAFFIC CONTROL.

TWO WEEKS BEFORE

STARTING NIGHT WORK

ADVANCE WARNING SIGN LOCATIONS

SIGN I-195 INTERCHANGE RAMPS LOCAL ROADS

W20-1 1-MILE IN ADVANCE OF THE

START OF A LANE DROP TAPER

1500' IN ADVANCE OF THE

START OF A LANE DROP TAPER

300' IN ADVANCE OF THE START

OF THE LANE SHIFT TAPER OR

START OF THE WORK ZONE

MA-R2-10a 0.75-MILES IN ADVANCE OF THE

START OF A LANE DROP TAPER

1250' IN ADVANCE OF THE

START OF A LANE DROP TAPER

250' IN ADVANCE OF THE START

OF THE LANE SHIFT TAPER OR

START OF THE WORK ZONE

MA-R2-10e 500' BEYOND THE END OF THE

DOWNSTREAM TAPER

500' BEYOND THE END OF THE

DOWNSTREAM TAPER

100' MIN. BEYOND THE END OF

THE LANE SHIFT TAPER OR AS

OTHERWISE SPECIFIED

* W20-1, MA-R2-10a AND MA-R2-10e SIGNS ARE TO BE PLACED ON BOTH SIDES OF I-195.

** MA-R2-10e SIGNS ARE TO BE PLACED ON BOTH SIDES OF I-195 AND THE OFF-RAMP.

***W20-1a AND MA-R2-10a SIGNS ARE TO BE PLACED ON BOTH SIDES OF THE ON-RAMP.

GENERAL NOTES & I-195

ADVANCE WARNING SIGN LOCUS

A00803 - 9

X

X

X

X

X

X

X X

X

X X

THIRD STREET

N O

R

TH

FR

O

N

TAG

E R O

AD

FOURTH STREET

HA

RT

W

EL

L

ST

PLEASANT ST.

TROY STREET

FOURTH STREET

JER

EM

IAH

V. SU

LLIVAN

D

R

6TH STREET

SRTA

TERMINAL

BO

RDEN STREET

SIDEWALK

CLOSED

R9-9

ON TYPE III

BARRICADE

SIDEWALK CLOSED

AHEAD

CROSS HERE

R9-11R

ON TYPE III

BARRICADE

SIDEWALK

CLOSED

R9-9 ON

TYPE III

BARRICADE

SIDEWALK CLOSED

AHEAD

CROSS HERE

R9-11L

ON TYPE III

BARRICADE

SIDEWALK CLOSED

USE OTHER SIDE

R9-10

ON TYPE III

BARRICADE

I-195 W B

I-195 EB

RIGHT LANE

CLOSED

AHEAD

W5-1

W20-5R

PROP. TEMP. CONC.

BARRIER, TL-2

PROP. TEMP. 6"

SOLID WHITE LINE

PROP. 6' TEMP.

CONSTR. FENCE

PROP. 6' TEMP.

CONSTR. FENCE

PROP. REFLECTORIZED

DRUMS AT 20' O.C.

TEMP. IMPACT

ATTENUATOR FOR

SHOULDER, TL-2

LANE SHIFT TAPER

TAPER CALCULATION

W = 3'

S = 30 MPH

L= WS²/ 60 X 2 = 23'

USE L = 50' MIN.

M4-9bR

M4-9bL

M4-9bR

M4-9bL

M4-9bL DETOUR

M4-9bL

30x24

M4-9bL

M4-9bR

M4-9bL

M4-9bR

MA-R2-10a

W20-1a

ROAD

WORK

AHEAD

M4-9bR

DETOUR

M4-9bR

30x24

W24-1aL

6" SWL

MA-R2-10e

ROAD

NARROWS

W20-1a

MA-R2-10e

ROAD

WORK

AHEAD

W20-1a

ROAD

WORK

AHEAD

MA-R2-10a

MA-R2-10e

W5-1

ROAD

NARROWS

MA-R2-10a

W20-5R

W5-1

ROAD

NARROWS

RIGHT LANE

CLOSED

AHEAD

RIGHT LANE

CLOSED

AHEAD

W20-5R

W20-1a

ROAD

WORK

AHEAD

MA-R2-10a

PROP. PEDESTRIAN

DETOUR ROUTE

DETOUR

M4-9bV

30x24

12'

12' 10'

10'

12.7'±

13.1'±

4TH ST. CONTRC.

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

8 36

FOURTH STREET

FALL RIVER

N.F.A.

LONG-TERM LANE CLOSURE

& PEDESTRIAN DETOUR

A00803 - 10

WORK ZONE

LANE DROP TAPER

TAPER CALCULATION

W = 12'

S = 45 MPH

L= WS = 540'

USE L =540' MIN.

360' BUFFER 540' TAPER

80-120'

ROLL-AHEAD

REFLECTORIZED DRUMS

10 EA AT 40' O.C.

CHANNELIZING DEVICES

AT 40' O.C.

270' TAPER

540'

W4-2R

TPRS

ARRAY

1405'

W5-1

TRUCK MOUNTED

ATTENUATOR, TYP.

ROAD

NARROWS

PLEASANT ST.

PL

YM

O U

TH

A

VE

4T H

S T.

I-195 EB

I-195 WBTHIRD ST.

HARTWELL ST.

1000'

1405'

EXIT

OPEN

E5-2

425' MA-E5-1wz

EXIT

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

9 36

FOURTH STREET

FALL RIVER

N.F.A.

C O

N

TI

N U

ED

B

EL

O

W L

EF

T

C O

N

TI

N U

ED

A

B O

VE

R

IG

H

T

SCALE: 1" = 80'

0 200 300

SHORT TERM CLOSURE

TWO WESTBOUND RIGHT LANES

C O

N

TI

N U

ED

O

N

SH

EE

T

N O

.1

A00803 - 11

SHOULDER TAPER

TAPER CALCULATION

W = 10'

S =55 MPH

L= WS / 3 = 185'

USE L = 185' MIN.

LANE DROP TAPER

TAPER CALCULATION

W = 12'

S = 55 MPH

L= WS = 660'

USE L = 660' MIN.

REFLECTORIZED DRUMS

10 EA AT 40' O.C.

660' LANE DROP TAPER

185' SHLD TAPER

1000'

W4-2R

TPRS

ARRAY

750'

W20-5bRa

RIGHT

TWO LANES

CLOSED

AHEAD

0'

750' 750'

MA-W28-1

RUMBLE

STRIPS

AHEAD

RIGHT

TWO LANES

CLOSED

1/2 MILE

RT

E

W20-1a

ROAD

WORK

AHEAD

MA-R2-10a

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

10 36

FOURTH STREET

FALL RIVER

N.F.A.

C O

N

TI

N U

ED

B

EL

O

W L

EF

T

C O

N

TI

N U

ED

A

B O

VE

R

IG

H

T

SCALE: 1" = 80'

0 200 300

SHORT TERM CLOSURE

TWO WESTBOUND RIGHT LANES

C O

N

TI

N U

ED

O

N

SH

EE

T

N O

.9

A00803 - 12

RAMP

CLOSED

R11-2 (R) M4-10L

(MOUNTED ON

TYPE III

BARRICADE)

RAMP

CLOSED

R11-2 (R)

TO

WEST

M4-5 M3-4 M1-1 M6-3

ROAD

CLOSED

R11-2 M4-10R

(MOUNTED ON

BREAKAWAY

BARRICADE)

DETOUR

WEST

M4-8 M3-4 M1-1

M6-1R

DETOUR

WEST

M4-8 M3-4 M1-1

M6-1R

150' TAPER

200' MAX TAPER

1000'

RAMP

CLOSED

R11-2 (R) M4-10L

(MOUNTED

ON

BREAKAWAY

BARRICADE)

W4-2R

TPRS

ARRAY

ON-RAMP

CLOSED

ON-RAMP

CLOSED

COLLECTOR-

DISTRIBUTOR

ROAD CLOSED

WORK ZONE

360' BUFFER 540' TAPER

80-120'

ROLL-AHEAD

TRUCK MOUNTED

ATTENUATOR, TYP.

REFLECTORIZED DRUMS

10 EA AT 40' O.C.

CHANNELIZING DEVICES

AT 40' O.C.

SHOULDER TAPER

TAPER CALCULATION

W = 10'

S = 45 MPH

L= WS / 3 = 150'

USE L = 185' MIN.

LANE DROP TAPER

TAPER CALCULATION

W = 12'

S = 45 MPH

L= WS = 540'

USE L = 660' MIN.

PLEASANT ST.

PL

YM

O U

TH

A

VE

4T H

S T.

I-195 EB

I-195 WBTHIRD ST.

HARTWELL ST.

PCMS, INSTALL 2 WEEKS

PRIOR TO DETOUR

WEST

M4-5 M3-4 M1-1 M6-3

TO

TO

WEST

M4-5 M3-4 M1-1 M6-3

W4-2R

MA-W28-1

W20-5R

TPRS

ARRAY

750'

750'

RIGHT LANE

CLOSED

1/2 MILE

RUMBLE

STRIPS

AHEAD

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

11 36

FOURTH STREET

FALL RIVER

N.F.A.

C O

N

TI

N U

ED

B

EL

O

W L

EF

T

C O

N

TI

N U

ED

A

B O

VE

R

IG

H

T

SCALE: 1" = 80'

0 200 300

COLLECTOR-DISTRIBUTOR

DETOUR PLAN

A00803 - 13

M4-8a

(MOUNT ON

LIGHT POLE)

M4-8 M3-4 M1-1 M6-3

M4-8 M3-4 M1-1 M6-2L

M4-8 M3-4 M1-1 M6-1L

M4-8 M3-4 M1-1 M6-1L

M4-8 M3-4 M1-1

M6-1R

M4-8 M3-4 M1-1

M5-2L

M4-8 M3-4 M1-1

M6-1R

M4-8 M3-4 M1-1 M6-3

M4-8 M3-4 M1-1 M6-1R

M4-8 M3-4 M1-1 M6-1L

M4-5 M3-4 M1-1 M6-3

M4-8 M3-4 M1-1

M5-2L

M4-8 M3-4 M1-1 M5-1R

M4-8 M3-4 M1-1 M5-1L

M4-8 M3-4 M1-1

M5-1R

M4-8 M3-4 M1-1 M5-1L

M4-5 M3-4 M1-1 M6-3

M4-5 M3-4 M1-1 M6-3

M4-5 M3-4 M1-1 M6-3

M4-8 M3-4 M1-1 M5-1R

R11-2 (R) M4-10L

R11-2

M4-8 M3-4 M1-1 M6-1R

R11-2 M4-10L

R11-2 M4-10L

WORK

ZONE

M4-8 M3-4 M1-1 M5-1L

RAMP

CLOSED

M4-10R

TO

WEST

M6-3 M6-1R

R11-2 (R)

DETOUR

M1-1

M3-4

M4-5 M4-8

M6-1LM6-2LM5-1L M5-1RM5-2L

END

DETOUR

M4-8a

ROAD

CLOSED

M4-10L

R11-2

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

12 36

FOURTH STREET

FALL RIVER

N.F.A.

COLLECTOR-DISTRIBUTOR

DETOUR PLAN

A00803 - 14

LANE DROP TAPER

TAPER CALCULATION

W = 12'

S = 55 MPH

L= WS = 660'

USE L =660' MIN.

SHOULDER TAPER

TAPER CALCULATION

W = 7.17'

S = 55 MPH

L= 13 WS = 131.5'

USE L =135' MIN.

135' TAPER

660' LANE DROP TAPER

REFLECTORIZED DRUMS

10 EA AT 40' O.C.

W4-2R

750' 1000'

TPRS ARRAY

I-195 EB

I-195 WB

EXIT

OPEN

E5-2

TAUNTON RIVER

CHANNELIZATION DEVICES

AT 40' O.C.

750'750'

MA-W20-5bR

RIGHT

TWO LANES

CLOSED

1/2 MILE

MA-W28-1

RUMBLE

STRIPS

AHEAD

I-195 EB

I-195 WB

TAUNTON RIVER

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

13 36

FOURTH STREET

FALL RIVER

N.F.A.

C O

N

TI

N U

ED

B

EL

O

W L

EF

T

C O

N

TI

N U

ED

A

B O

VE

R

IG

H

T

SCALE: 1" = 80'

0 200 300

C O

N

TI

N U

ED

O

N

SH

EE

T

N O

.1

SHORT TERM CLOSURE

TWO EASTBOUND RIGHT LANES

A00803 - 15

4T H

S T.

I-195 EB

I-195 WB

80-120'

ROLL-AHEAD

660' LANE DROP TAPER

TRUCK MOUNTED

ATTENUATOR, TYP.

200' TAPER 125'

640' TAPER

RAMP MERGE TAPER

TAPER CALCULATION

W = 24'

S = 40 MPH

L= WS² / 60 = 640'

USE L = 640'

RAMP LANE SHIFT

TAPER CALCULATION

W = 15'

S = 40 MPH

L= 12 WS² / 60 = 200'

USE L = 349'

349'

0'

100'

YIELD

W4-1R

R1-2

RAMP

CLOSED

100'

1040' BUFFER

THIRD ST.

S. MAIN ST.

GOVERNMENT

CENTER

M

ILLIKEN

BLVD

HARTWELL ST.

WORK ZONE

CHANNELIZATION DEVICES

AT 40' O.C. R11-2 (R)

M4-10L

(MOUNTED ON TYPE III

BARRICADE)

EXIT

CLOSED

E5-2a

1000'

660' RAMP TAPER

270'

660' LANE DROP TAPER

MA-E5-1wz

RAMP TAPER

TAPER CALCULATION

W = 12'

S = 55 MPH

L= WS = 660'

USE L =660' MIN.

LANE DROP TAPER

TAPER CALCULATION

W = 12'

S = 55 MPH

L= WS = 660'

USE L =660' MIN.

REFLECTORIZED DRUMS

10 EA AT 40' O.C.

EXIT

OPEN

E5-2

W4-2R

EXIT

W3-2

W20-5bRa

RIGHT

TWO LANES

CLOSED

AHEAD

MA-R2-10a

W20-1a

0'

100' 100' 100'

TPRS ARRAY

I-195 EB

I-195 WB

M

ILLIKEN

BLVD

WB ON-RAMP

WB OFF-RAMP

CHANNELIZATION DEVICES

AT 40' O.C.

C O

N

TI

N U

ED

B

EL

O

W L

EF

T

C O

N

TI

N U

ED

A

B O

VE

R

IG

H

T

SCALE: 1" = 80'

0 200 300

C O

N

TI

N U

ED

O

N

SH

EE

T

N O

.1

SHORT TERM CLOSURE

TWO WESTBOUND RIGHT LANES

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

14 36

FOURTH STREET

FALL RIVER

N.F.A.

A00803 - 16

RAMP

CLOSED

M4-10L

R11-2 (R)

DETOUR

M4-9L

DETOUR

M4-9AL

DETOUR

M4-9R

DETOUR

M4-9AR

DETOUR

M4-9SL

DETOUR

M4-9SR

DETOUR

M4-9V

DETOUR

M4-9abR

END

DETOUR

M4-8a

DETOUR

M4-9abL

Hartwell St.

W16-8p

M4-9abR (48X36) W16-8p

M4-9SR (48X36)

W16-8p

M4-9abR (48X36) W16-8p

M4-9R W16-8p

M4-9AR

W16-8p

M4-8a M4-9AR W16-8p

M4-9SR

(48X36) W16-8p

M4-9abR W16-8p

M4-9V W16-8p

M4-9abL (48X36) W16-8p

M4-9SR

W16-8p

M4-9SL (48X36)

W16-8p

M4-9SL (48X36)

W16-8p

M4-9V (48X36) W16-8p

M4-9L W16-8p

M4-9AR & W16-8p

M4-9SR (48X36)

W16-8p

M4-9V W16-8pM4-9AL

W16-8p M4-9abR (48X36) W16-8p

M4-9R & W16-8p R11-2 (R)

M4-10L

(MTD. ON TYPE III

BARRICADE)

M4-9V (48x36) W16-8p

M4-9R W16-8p

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

15 36

FOURTH STREET

FALL RIVER

N.F.A.

EASTBOUND OFF-RAMP

DETOUR PLAN

A00803 - 17

48" 48" 2 16 32

LEFT

TWO LANES

CLOSED

1/2 MILE

48" 48" 2 16 32

RIGHT

TWO LANES

CLOSED

1/2 MILE

HEIGHTWIDTH

SIZE OF SIGNIDENTIFI-

CATION

NUMBER

REQ'D

UNIT

AREA

S.F.

AREA IN

SQUARE

FEET

SIGN

DIAGRAM LEGEND

COLOR

BORDERBACK-

GROUND

TRAFFIC SIGN SUMMARY

E5-2

MA-R2-10e

MA-R2-10a

MA-R2-10e

MA-R2-10a

MA-W28-1

* TEXT DIMENSIONS PER CHAPTER 2 OF THE 2009 MUTCD AND MASSDOT STANDARDS.

48"

48"

60"

36"

48"

48"

36"

60"

48"

48"

36"

48"

EXIT

OPEN

RUMBLE

STRIPS

AHEAD

HEIGHTWIDTH

SIZE OF SIGNIDENTIFI-

CATION

NUMBER

REQ'D

UNIT

AREA

S.F.

AREA IN

SQUARE

FEET

SIGN

DIAGRAM LEGEND

COLOR

BORDERBACK-

GROUND

TRAFFIC SIGN SUMMARY

MA-

W20-5bL

(1/2 MILE)

MA-

W20-5bR

(1/2 MILE)

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKWHITE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKWHITE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKWHITE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKWHITE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

MA-E5-1wz WHITE WHITEGREEN48" 48"

EXIT

1 16 16

E5-2 48" 36"

EXIT

CLOSED

1 12 12BLACK BLACKFLUOR.

ORANGE

48" 48" 2 16 32

RIGHT

TWO LANES

CLOSED

AHEAD

MA-

W20-5bRa

(AHEAD)

BLACK BLACKFLUOR.

ORANGE

HEIGHTWIDTH

SIZE OF SIGNIDENTIFI-

CATION

NUMBER

REQ'D

UNIT

AREA

S.F.

AREA IN

SQUARE

FEET

SIGN

DIAGRAM LEGEND

COLOR

BORDERBACK-

GROUND

TRAFFIC SIGN SUMMARY

30" 24" 25 5 125M1-1 WHITE WHITEBLUE

24" 12" 25 2 50M3-4 WHITE WHITEBLUEWEST

24" 12" 5 2 10M4-5 TO BLACK BLACKFLUOR.

ORANGE

DETOUR24" 12" 20 2 40M4-8 BLACK BLACKFLUOR.

ORANGE

END

DETOUR

24" 18" 1 3 3M4-8a BLACK BLACKFLUOR.

ORANGE

DETOUR

48" 36" 1 12 12M4-9abL BLACK BLACKFLUOR.

ORANGE

48" 36" 3 12 36M4-9abR BLACK BLACKFLUOR.

ORANGE

DETOUR

30" 24" 1 5 5M4-9abR BLACK BLACKFLUOR.

ORANGE

DETOUR

30" 24" 1 5 5M4-9aL BLACK BLACKFLUOR.

ORANGE

DETOUR

30" 24" 3 5 15M4-9aR BLACK BLACKFLUOR.

ORANGE

DETOUR

30" 24" 6 5 30M4-9bL BLACK BLACKFLUOR.

ORANGEDETOUR

30" 24" 6 5 30M4-9bR BLACK BLACKFLUOR.

ORANGEDETOUR

30" 24" 2 5 10M4-9bV BLACK BLACKFLUOR.

ORANGEDETOUR

30" 24" 1 5 5M4-9L BLACK BLACKFLUOR.

ORANGE

DETOUR

30" 24" 3 5 15M4-9R BLACK BLACKFLUOR.

ORANGE

DETOUR

48" 36" 2 12 24M4-9SL BLACK BLACKFLUOR.

ORANGE

DETOUR

48" 36" 3 12 36M4-9SR BLACK BLACKFLUOR.

ORANGE

DETOUR

M4-9SR

DETOUR

30" 24" 1 5 5BLACK BLACKFLUOR.

ORANGE

48" 36" 2 12 24M4-9V BLACK BLACKFLUOR.

ORANGE

DETOUR

M4-9V BLACK BLACKFLUOR.

ORANGE

DETOUR

30" 24" 2 5 10

M4-10L BLACK BLACKFLUOR.

ORANGE48" 18" 3 6 18

M4-10R BLACK BLACKFLUOR.

ORANGE48" 18" 1 6 6

M5-1L BLACK BLACKFLUOR.

ORANGE21" 15" 3 2.2 6.6

M5-1R BLACK BLACKFLUOR.

ORANGE21" 15" 3 2.2 6.6

M5-2L BLACK BLACKFLUOR.

ORANGE21" 15" 3 2.2 6.6

M6-1L BLACK BLACKFLUOR.

ORANGE21" 15" 3 2.2 6.6

M6-1R BLACK BLACKFLUOR.

ORANGE21" 15" 5 2.2 11

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

16 36

FOURTH STREET

FALL RIVER

N.F.A.

TRAFFIC SIGN SUMMARY SHEET

A00803 - 18

W3-2

W4-1R

R9-9

48"

48"

24"

48"

48"

12"

SIDEWALK

CLOSED

HEIGHTWIDTH

SIZE OF SIGNIDENTIFI-

CATION

NUMBER

REQ'D

UNIT

AREA

S.F.

AREA IN

SQUARE

FEET

SIGN

DIAGRAM LEGEND

COLOR

BORDERBACK-

GROUND

TRAFFIC SIGN SUMMARY

BLACK BLACKWHITE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

R1-2* 48" X 48" X 48"

YIELD

1 7 7BLACK BLACK

FLUOR.

RED/

WHITE

48" 48" 4 16 64

36" 36" 8 9 72

ROAD

WORK

1 MILE

30" 30" 10 6.25 62.5

M.P.H.

XX

36" 36" 4 9 36

ROAD

NARROWS

48" 48" 16 36

ROAD

WORK

AHEAD

TOTAL AREA = 1750.9 SF

HEIGHTWIDTH

SIZE OF SIGNIDENTIFI-

CATION

NUMBER

REQ'D

UNIT

AREA

S.F.

AREA IN

SQUARE

FEET

SIGN

DIAGRAM LEGEND

COLOR

BORDERBACK-

GROUND

TRAFFIC SIGN SUMMARY

W20-1a

W20-1

W5-1

W13-1p

W5-1 BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

ROAD

NARROWS

LEFT LANE

CLOSED

1/2 MILE

W20-5L

(1/2 MILE)

36" 36" 1 9 9W24-1aL BLACK BLACKFLUOR.

ORANGE

M6-2L BLACK BLACKFLUOR.

ORANGE21" 15" 3 2.2 6.6

M6-3 BLACK BLACKFLUOR.

ORANGE21" 15" 7 2.2 15.4

ROAD

CLOSED

BLACK BLACKWHITER11-2 48" 30" 1 10 10

RAMP

CLOSED

BLACK BLACKWHITER11-2 (R) 48" 30" 3 10 30

R9-10 24" 12" 1 2 2BLACK BLACKWHITE

SIDEWALK CLOSED

USE OTHER SIDE

R9-11L 24" 18" 1 3 3BLACK BLACKWHITE

SIDEWALK CLOSED

AHEAD

CROSS HERE

R9-11R 24" 18" 1 3 3BLACK BLACKWHITE

SIDEWALK CLOSED

AHEAD

CROSS HERE

48" 48" 4 16 64

48" 48" 5 16 80W4-2R

W4-2L BLACK BLACKFLUOR.

ORANGE

BLACK BLACKFLUOR.

ORANGE

48" 48" 2 16 32BLACK BLACKFLUOR.

ORANGE

48" 48" 2 16 32

RIGHT LANE

CLOSED

1/2 MILE

W20-5R

(1/2 MILE) BLACK BLACKFLUOR.

ORANGE

36" 36" 3 9 27

RIGHT LANE

CLOSED

AHEAD

W20-5R

(AHEAD) BLACK BLACKFLUOR.

ORANGE

Hartwell St.30" 8" 22 1.7 36.7W16-8p BLACK BLACKFLUOR.

ORANGE

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

2(

TT

C P)

.D W

G 9-

Ju n-

0:

A

M Pl ot te d on

TEMPORARY TRAFFIC CONTROL PLANS

614090

17 36

FOURTH STREET

FALL RIVER

N.F.A.

TRAFFIC SIGN SUMMARY SHEET

A00803 - 19

7.5%*

EDGE OF ROADWAY

GRANITE CURB

SIDEWALK

W

5'-0" MIN.HIGH SIDE TRANSITION

LOW SIDE TRANSITION

HSL

6'-6"

1.

5%

7.5%*

4'- 0"

6" CURB REVEAL (TYP.)

M

IN

1.

5%

Wc

LEGEND

SECTION A-A

2'- 0"

7.

5%

*1.5%*

1.

5%

*LEVEL

7.5%*

7.5%*

W

GRANITE TRANSITION CURB

SLOPED TO VERTICAL

NOT TO SCALE

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

CONSTRUCTION DETAILS

614090

18 36

FOURTH STREET

FALL RIVER

N.F.A.

PEDESTRIAN CURB RAMP LESS THAN 12'-4" SIDEWALK (CONSTRUCTION STANDARD DRAWING 701.2.3)

RAMP #

RAMP REFERENCE POINT WIDTH OF

SIDEWALK

(W)

LENGTH OF

RAMP

(W1)

WIDTH OF CURB

(WC)

ROADWAY

GUTTER SLOPE

TRANSITION LENGTH

STATION OFFSET HIGH SIDE LOW SIDE

1 20+97.0 4.60' RT 6.63' 2.63' 0'-6" 0.50% 9'-0" 6'-6"

PEDESTRIAN CURB RAMP LESS THAN 12' - 4" SIDEWALK

NOT TO SCALE

NOTES:

1. LEVEL LANDING AND RAMP MUST BE CLEAR OF ANY OBSTRUCTIONS.

2. DETECTABLE WARNING PANEL MUST BE 2' AT ALL POINTS IN PEDESTRIAN PATH OF TRAVEL. SEE

CONSTRUCTION STANDARD DETAIL 701.2.1.

3. PEDESTRIAN PATH OF TRAVEL SHALL BE NO LESS THAN 4'-0" WIDE AND FREE OF VERTICAL

OBSTRUCTIONS (FOR ALL CONSTRAINED CONDITIONS).

4. ALL SLOPE VALUES LISTED HERE ARE MAXIMUM VALUES WITH A CONSTRUCTION TOLERANCE OF ±0.5%.

5. USABLE SIDEWALK WIDTH = W-Wc.

A00803 - 20

X

X

X

X

X

X

X

HENRY V.

SENECA DR.

JEREMIAH V. SULLIVAN DR.

CITY HALL

I-195 WB

I-195 EB

X

X

X

FO

URTH

S T.

HARTW

ELL ST.

PLEASANT ST.

TR

O

Y

ST

FO

U

R

TH

S T.

TH

IR

D S

TR

EE

T

PT +75.95

PROJECT END

STA 21+24.52

N2715895.9826 E750937.8060

PROJECT BEGIN

STA 18+30.74

N2715712.4443 E750709.8433

N O

R

TH

W

ATU

PPA PO

N

D

R O

U

TE 24

PROJECT LOCATION

BRIDGE NO. F-02-065 (3XJ)

SOMERSET

FALL RIVER

N

NAVD 88

BASE ELEV

100.00

4.

19+00

4.

3.

20+00

3.

3.

21+0019+00 20+00 21+00

G R

AD

E

BR

EA

K

ST

A

+8

2.

EL

EV

.2

G R

AD

E

BR

EA

K

ST

A

+2

0.

EL

EV

.3

G R

AD

E

BR

EA

K

ST

A

+8

1.

EL

EV

.5

G

R

AD

E

BR

EA

K

ST

A

+0 2.

EL

EV

.4

0.40% -0.50% -0.65%

NAVD 88

BASE ELEV

105.00

260+00 261+00 262+00 263+00

3.04%

2.74%

3.04%

9 - 12

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

0(

TI

TL

E_

PL

AN

).D W

G 9-

Ju n-

0:

A

M Pl ot te d on

LOCUS, PLAN, PROFILES & GENERAL NOTES

614090

19 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm itt al

-J

U N

-2

A00803 - 21

X X X X X X X X X X X X X

X

FOURTH ST.

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

0(

TI

TL

E_

PL

AN

).D W

G 9-

Ju n-

0:

A

M Pl ot te d on

GENERAL PLAN

614090

20 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 22

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

ELEVATION & TYPICAL SECTION

614090

21 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 23

FOURTH ST.

FOURTH ST.

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

0(

TI

TL

E_

PL

AN

).D W

G 9-

Ju n-

0:

A

M Pl ot te d on

DECK & CEILING PANEL DEMOLITION PLANS

614090

22 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 24

FOURTH ST.

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

0(

TI

TL

E_

PL

AN

).D W

G 9-

Ju n-

0:

A

M Pl ot te d on

FRAMING PLAN

614090

23 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 25

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

JOINT PLAN

614090

24 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 26

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

DECK REINFORCING PLAN

614090

25 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 27

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

SIDEWALK DETAILS

614090

26 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 28

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

ABUTMENT JOINT DETAILS

614090

27 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 29

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

ABUTMENT JOINT DETAILS

614090

28 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 30

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

ABUTMENT JOINT DETAILS

614090

29 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 31

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

ABUTMENT JOINT DETAILS

614090

30 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 32

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

DIAPHRAGM DETAILS

614090

31 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 33

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

HGT BASE DETAILS

614090

32 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 34

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

TOP OF PRECAST HIGHWAY

GUARDRAIL TRANSITION FOR

S3-MTL4 RAILING

SHEET 1 OF 2

614090

33 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 35

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

TOP OF PRECAST HIGHWAY

GUARDRAIL TRANSITION FOR

S3-MTL4 RAILING

SHEET 2 OF 2

614090

34 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 36

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

S3-MTL4 BRIDGE RAILING

614090

35 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 37

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

[B

R ]0

1(

BR

ID

G

E) .D

W G

9- Ju n-

0:

A M

Pl ot te d on

TYPE I PROTECTIVE SCREEN

614090

36 36

FOURTH STREET

FALL RIVER

N.F.A.

P

S& E

Su bm

U N

-2

A00803 - 38