Burnside Street Advertisement Plans.pdf

Town of Bristol Burnside Street

Streetscape Project

AUGUST 21, 2025

Prepared For:

Town of Bristol 10 Court Street Bristol, RI 02809

Bristol, Rhode Island

Prepared By:

INDEX OF DRAWINGS

SHEET No. DRAWING No. SHEET TITLE

1 COVER SHEET

2 C0.1 JOB SPECIFIC NOTES AND LEGEND

3 C1.0 TYPICAL SECTIONS

4 C2.0 GENERAL PLAN

5 C3.0 PROFILE PLAN

6 C4.0 GRADING PLAN

7 C5.0 LOCATION PLAN

8 - 10 C6.1 - C6.3 TEMPORARY TRAFFIC CONTROL PLAN NO. 1 TO 3

11 C7.0 DETAILS

SHEET 1 OF 11

Funded By:

Municipal Infrastructure Grant Program (MIGP) Rhode Island Infrastructure Bank 275 Promenade Street, Suite 301 Providence, RI 02908

ENGINEERS - SCIENTISTS - PLANNERS

PARE CORPORATION

8 BLACKSTONE VALLEY PLACE

LINCOLN, RI 02865

401-334-4100

10 LINCOLN ROAD, SUITE 210

FOXBORO, MA 02035

508-543-1755

14 BOBALA ROAD, SUITE 2B

HOLYOKE, MA 01040

413.507.3448

JOB SPECIFIC LEGEND:

AFC ADJUST FRAME AND COVER TO GRADE

AFG ADJUST FRAME AND GRATE TO GRADE

AG ADJUST GAS GATE BOX TO GRADE

AS ADJUST SANITARY MANHOLE

AW ADJUST WATER GATE BOX TO GRADE

BCD

BITUMINOUS CONCRETE DRIVEWAYS

3" CLASS 9.5 HMA

±8" REGRADE/ADD COMPACT GRAVEL BORROW SUBBASE

OR RECLAIMED GRAVEL BORROW SUBBASE

CA CONCRETE APRON

CCB CLEANING CATCH BASINS- ALL TYPES AND SIZES

CFS COMPOST FILTER SOCK

DC REMOVE AND DISPOSE CURB (ALL TYPES)

DFC REMOVE AND DISPOSE FRAME AND COVER

DFG REMOVE AND DISPOSE FRAME AND GRATE

DFP REMOVE AND DISPOSE FLEXIBLE PAVEMENT

DSW REMOVE AND DISPOSE SIDEWALK

DUP REMOVE AND DISPOSE UTILITY POLE

ETR EXISTING TO REMAIN

FDS FULL DEPTH SAWCUT

FDR FULL DEPTH PAVEMENT RECLAMATION

ISCD INLET SEDIMENT CONTROL DEVICE (SEE "DETAILS")

LS LOAM AND SEED (4" DEPTH)

NUP NEW UTILITY POLE

P

2" CLASS 9.5 HMA SURFACE COURSE

3" MODIFIED CLASS 19.0 HMA BASE COURSE

8"± RECLAIMED GRAVEL BORROW SUBBASE

ASPHALT EMULSION TACK COAT BETWEEN HMA LAYERS

PBW PROPOSED BOX WIDENING

R&R REMOVE AND RESET

SGW SIDEWALK GUY WIRE

WCM WOOD CHIP MULCH (4" DEPTH)

6W 6 INCH EPOXY RESIN PAVEMENT MARKINGS- WHITE

12W 12 INCH EPOXY RESIN PAVEMENT MARKINGS- WHITE

R.I. STANDARD DETAILS:

7.3.0 GRANITE CURB, QUARRY SPLIT (CIRCULAR AND STRAIGHT)

7.3.0M GRANITE CURB, QUARRY SPLIT (MODIFIED)

(INSTALLED FLUSHED WITH ROAD SURFACE)

7.3.1 3'-0" GRANITE TRANSITION CURB

7.3.2 6'-0" GRANITE TRANSITION CURB

7.3.3 GRANITE WHEELCHAIR RAMP TRANSITION CURB

7.4.0 GRANITE SLOPED FACED CURB

7.4.1 GRANITE SLOPED FACED TRANSITION CURB

7.4.2 GRANITE TRANSITION CURB (VERTICAL FACE TO SLOPE FACE)

7.6.0M MODIFIED CURB SETTING DETAIL (SEE "DETAILS")

20.3.0 CROSSWALK AND STOP BARS

43.1.0M MODIFIED PORTLAND CEMENT SIDEWALK MONOLITHIC (SEE "DETAILS")

43.4.1 DRIVEWAY DEVELOPMENT FOR 6'-0" TRANSITION CURB

43.5.0 PORTLAND CEMENT CONCRETE DRIVEWAY

51.1.0 TREE PROTECTION DEVICE

51.2.0 SHRUB PROTECTION DEVICE

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

JOB SPECIFIC NOTES

AND LEGEND

NOT TO SCALE

C0.1 2 11

JOB SPECIFIC PLAN SYMBOLS:

DIRECTION OF TRAVEL

1. ALL WORKED PERFORMED AS PART OF THIS PROJECT SHALL CONFORM TO THE TOWN OF BRISTOL DEPARTMENT OF PUBLIC WORKS AND THE RIDOT STANDARD SPECIFICATIONS, DETAILS, ANDS ALL

ADDENDA, AND ANY OTHER AGENCY WITH AUTHORITY IN THIS AREA.

2. ANY DAMAGE TO EXISTING PAVEMENT, CULVERTS, HEADWALLS, CONDUIT, SIDEWALK, FENCES, GUARDRAILS ETC., CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE TOWN.

3. THE CONTRACTOR SHALL PLACE ALL EQUIPMENT AND MATERIAL AS FAR AWAY AS POSSIBLE FROM THE EDGE OF THE TRAVEL LANE SO AS NOT TO CAUSE A SAFETY HAZARD, IN ACCORDANCE WITH SECTION

106.05 OF THE RIDOT STANDARD SPECIFICATION, LATEST EDITION.

4. ALL DRIVEWAYS DESIGNATED FOR REPLACEMENT SHALL BE CUT AND MATCHED AT LOCATIONS SHOWN

ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

5. ASPHALT EMULSION TACK COAT SHALL BE PLACED PRIOR TO PAVEMENT PLACEMENT ON ANY NEW COURSE WHICH HAS BEEN OPEN TO TRAFFIC, OR ANY NEW COURSE WHICH HAS BEEN EXPOSED FOR MORE THAN 3 DAYS, AND/OR AS DIRECTED BY THE ENGINEER. IT SHALL ALSO BE APPLIED TO VERTICAL

PAVEMENT FACES BETWEEN ADJOINING PAVEMENT SECTIONS. ALL APPLICATIONS ON BOTH

HORIZONTAL AND VERTICAL SURFACES SHALL BE PAID FOR UNDER THE CONTRACT UNIT BID PRICE

FOR "ASPHALT EMULSION TACK COAT."

6. THE LIMITS OF SURFACE DISTURBANCE MUST BE STRICTLY ADHERED TO IN ALL AREAS. IN ADDITION TO THOSE AREAS SPECIFICALLY DESIGNATED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND PLACING, AT THEIR OWN EXPENSE, LOAM AND SEED IN AREAS WHICH ARE OUTSIDE OF THE PROJECT'S AREAS OF DISTURBANCE AND WHICH ARE IMPACTED BY CONSTRUCTION OPERATIONS INCLUDING THOSE AREAS WHERE VEHICLES, EQUIPMENT AND MATERIALS ARE STORED

WITH THE PERMISSION OF THE ENGINEER.

7. UNDER NO CIRCUMSTANCE WILL THE CONTRACTOR BE ALLOWED TO STOCKPILE REMOVED PAVEMENT

MATERIALS WITHIN THE PROJECT LIMITS WITHOUT APPROVAL BY THE TOWN.

8. CLEANING AND SWEEPING OF PAVEMENT WILL INCLUDE REMOVAL OF ALL PAVEMENT DEBRIS PRIOR TO THE PLACEMENT OF EACH HMA PAVEMENT LIFT. ALL CLEANING AND SWEEPING SHALL BE DONE TO THE

SATISFACTION OF THE ENGINEER.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ROADWAYS FREE OF DEBRIS

RESULTING FROM THEIR CONSTRUCTION OPERATIONS. ALL DEBRIS SHALL BE REMOVED TO THE

SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE TOWN.

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT AT THE END OF FINAL PAVING OPERATIONS, FLOW TO EXISTING DRAINAGE STRUCTURES HAS BEEN REESTABLISHED AND THAT NO ISOLATED DEPRESSIONS (PUDDLES) REMAIN. THERE SHALL BE NO SEPARATE PAYMENT FOR THIS

PROVISION; IT SHALL BE CONSIDERED INCIDENTAL TO PAVING OPERATIONS.

11. NO UNPROTECTED CONSTRUCTED FEATURE MAY PROJECT MORE THAN 4 INCHES ABOVE THE FINISHED GRADE OF A TRAVERSABLE SLOPE IN A CLEAR ZONE, e.g. HEADWALL, DRAINAGE INLET, ETC.

12. ALL GRASSED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REESTABLISHED WITH LOAM AND TYPE 2 SEED. IF AREAS ARE BEYOND WORK LIMIT LINES, THEN THE COST SHALL BE

BORNE BY THE CONTRACTOR.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING TREES AND THEIR ROOT

SYSTEMS DURING CONSTRUCTION. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO PAVING

OPERATIONS.

14. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES AND NOTIFY THE APPROPRIATE UTILITY AUTHORITIES INCLUDING "DIG SAFE" PRIOR TO STARTING

WORK. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AND THE COST OF REPAIRS SHALL BE BORNE BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

15. THE CONTRACTOR SHALL BE AWARE OF THE PRESENCE OF OVERHEAD UTILITIES WITHIN THE WORK ZONE AND SHALL PLAN ALL CONSTRUCTION ACCORDINGLY. NO ADDITIONAL PAYMENT SHALL BE MADE

FOR EQUIPMENT METHODS REQUIRED TO ACCOMMODATE THE OVERHEAD FACILITIES.

16. CONTRACTOR WILL NOT BE ALLOWED TO START ANY WORK UNTIL SURVEY GROUND CONTROL HAS BEEN ESTABLISHED. THERE WILL BE NO SEPARATE PAYMENT FOR THIS TYPE OF SURVEY WORK.

17. ANY DAMAGE TO EXISTING PRIVATE PROPERTY CAUSED BY THE CONTRACTOR, SHALL BE REPAIRED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE TOWN.

18. THE FREQUENCY AND APPLICATION RATES FOR THE DUST CONTROL ITEMS WILL BE AS DIRECTED BY

THE ENGINEER.

19. ALL EXISITNG SIGNS SHALL REMAIN IN PLACE.

20. ALL LIMITS OF PROPOSED CEMENT SIDEWALK CONSTRUCTION SHALL MATCH THE EXISITNG SIDEWALK

JOINT OR AS DIRECTED BY THE ENGINEER.

GENERAL NOTES:

1. NO UNDISTURBED AREAS SHALL BE CLEARED OF EXISTING VEGETATION AFTER OCTOBER 15 OF ANY

CALENDAR YEAR OR DURING ANY PERIOD OF FULL OR LIMITED WINTER SHUTDOWN. ALL DISTURBED SOILS EXPOSED PRIOR TO OCTOBER 15 OF ANY CALENDAR YEAR SHALL BE SEEDED OR PROTECTED BY THAT DATE. ANY SUCH AREAS THAT DO NOT HAVE ADEQUATE VEGETATIVE STABILIZATION, AS DETERMINED BY THE RESIDENT ENGINEER OR ENVIRONMENTAL INSPECTOR, BY NOVEMBER 15 OF ANY CALENDAR YEAR, MUST BE STABILIZED THROUGH THE USE OF EROSION CONTROL MATTING OR HAY MULCH, IN ACCORDANCE WITH SPECIFICATIONS CONTAINED WITHIN THE R.I. SOIL EROSION AND SEDIMENT CONTROL HANDBOOK. IF WORK CONTINUES WITHIN ANY OF THESE AREAS DURING THE PERIOD FROM OCTOBER 15 THROUGH APRIL 15, CARE MUST BE TAKEN TO ENSURE THAT ONLY THE

AREA REQUIRED FOR THAT DAY'S WORK IS EXPOSED, AND ALL ERODIBLE SOIL MUST BE

RESTABILIZED WITHIN 5 WORKING DAYS. ANY WORK TO CORRECT PROBLEMS RESULTING FROM

FAILURE TO COMPLY WITH THIS PROVISION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THERE WILL BE NO SEPARATE PAYMENT FOR THIS PROVISION, IT SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OPERATIONS. STABILIZATION OF ONE FORM OR ANOTHER AS DESCRIBED ABOVE

SHALL BE ACHIEVED WITHIN 2 WEEKS OF FINAL GRADING.

2. STOCKPILES OF MATERIAL SHALL NOT BE LOCATED WITHIN REGULATED WETLANDS OR BUFFER ZONE AREAS. THEY SHALL HAVE SIDE SLOPES NO GREATER THAN 30% AND STOCKPILES OF ERODABLE

MATERIAL SHALL ALSO BE SEEDED AND RINGED WITH COMPOST FILTER SOCK TO STABILIZE.

3. UNVEGETATED SLOPES SHALL NOT BE UNATTENDED OR EXPOSED FOR PERIODS IN EXCESS OF 2

WEEKS OR THROUGH THE INACTIVE WINTER SEASON.

4. PRIOR TO PAVEMENT RECLAMATION, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING PIPES AND/OR STRUCTURES. ANY

VARIATION FOUND FROM THE PLANS OR POTENTIAL CONFLICTS MUST BE BROUGHT TO THE

ENGINEER'S ATTENTION PRIOR TO START OF PAVEMENT RECLAMATION. WORK CAN COMMENCE ONLY

UPON THE ENGINEER'S AUTHORIZATION.

5. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE

AND RUNOFF FLOW DURING STORMS AND PERIODS OF RAINFALL THROUGHOUT THE WORK AREA.

6. CATCH BASIN RIM GRADES SHALL BE SET FLUSH WITH GUTTER GRADE, OR AS DIRECTED BY THE

ENGINEER.

7. THE CONTRACTOR MUST REPAIR AND/OR RESEED ANY AREAS THAT DO NOT DEVELOP WITHIN THE

PERIOD OF ONE YEAR AND HE SHALL DO SO AT NO ADDITIONAL EXPENSE TO THE TOWN.

8. THE NORMAL ACCEPTABLE SEASONAL SEEDING DATES ARE SPECIFIED IN SUBSECTION L02.03.01 OF

THE RIDOT STANDARD SPECIFICATIONS, LATEST EDITION.

9. ALL EROSION CONTROLS SHALL BE REMOVED AND DISPOSED AT THE COMPLETION OF WORK AND STABILIZATION OF DISTURBED AREAS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. ALL

COSTS SHALL BE INCLUDED IN THE COST OF EROSION CONTROLS.

10. CONTRACTOR TO EXCAVATE TEST PITS IN AREAS OF POTENTIAL UTILITY CONFLICTS AND RELAY

INFORMATION TO ENGINEER PRIOR TO COMMENCEMENT OF UTILITY WORK.

11. CATCH BASIN INLET SEDIMENT CONTROL DEVICES SHALL BE UTILIZED WHEN ADJACENT WORK

ACTIVITY EXPOSES ERODIBLE SOILS.

12. DRAINAGE INFORMATION IS PROVIDED FOR DESIGN PURPOSE ONLY.

DRAINAGE AND EROSION CONTROL NOTES:

CURB

DESCRIPTION

THIS GUIDELINE SHALL CONTROL WORK AROUND EXISTING CORROSION CONTROL COMPONENTS.

REPLACEMENT OF TEST STATIONS, ANODES AND TEST WIRE LEADS SHALL COMPLY WITH STANDARDS AND SPECIFICATIONS STIPULATED BY NATIONAL GRID. IF DESIGN PLANS CALL FOR WORK IN THE AREA

OF CORROSION CONTROL COMPONENTS, CARE MUST BE TAKEN TO PREVENT DAMAGE TO SUCH

COMPONENTS.

GENERAL NATIONAL GRID CONSIDERATIONS

THE CONTRACTOR SHALL PERFORM REPLACEMENT OF DAMAGED CORROSION CONTROL TEST BOXES, RESETTING OF DISTURBED TEST BOXES, AND ENSURE A MINIMUM OF 12” OF EXCESS WIRE ABOVE THE RIM OF THE TEST BOX AFTER SET TO FINISHED GRADE. WIRES SHALL NOT BE PULLED TAUGHT TO ACHIEVE THE 12” ABOVE THE BOX, AS THIS WILL CAUSE STRESS ON THE WIRE CONNECTION AT THE

MAIN. WIRES NEEDING TO BE LENGTHENED, DAMAGED CORROSION CONTROL COMPONENTS I.E.

WIRES, OR WIRE COATING, SHALL REQUIRE NOTIFICATION TO THE CORROSION CONTROL

DEPARTMENT (525-5610 OR 474-5171) TO INITIATE INSPECTION/REPAIR OR REPLACEMENT OF THE

DAMAGED COMPONENTS.

BACKFILLING EXPOSED CORROSION CONTROL WIRE COMPONENTS SHALL BEGIN IMMEDIATELY AFTER THE WORK IN THAT LOCATION IS COMPLETE. THE REGION WITHIN 6" ALONGSIDE AND ON TOP OF THE CONNECTOR WIRES SHALL BE BACKFILLED WITH PADDING SAND (FREE OF CINDERS, ASH, AND ROCK).

TEST WIRE LEADS MUST BE KEPT WITH ENOUGH SLACK TO PREVENT STRESS ON THE POINTS WHERE

THE WIRES CONNECT TO THE GAS MAIN. TRENCH SPOIL MATERIAL SHALL BE SUITABLE FOR

BACKFILLING ABOVE THE PADDING MATERIAL AS LONG AS ROCKS WITH A DIAMETER LARGER THAN 3"

ARE REMOVED. THE REMAINDER OF THE TRENCH SHALL BE BACKFILLED & COMPACTED IN

ACCORDANCE WITH SECTION 205.05.5 OF THE RIDOT STANDARD SPECIFICATION FOR ROAD AND

BRIDGE CONSTRUCTION.

ALL VALVE BOXES AND CORROSION (CP) TEST BOXES HAVE BEEN MARKED ON THE PLANS. THESE BOXES NEED TO BE ADJUSTED TO THE NEW ROAD SURFACE. NEW BOXES CAN BE OBTAINED AT THE NATIONAL GRID PROVIDENCE FACILITY AT 477 DEXTER STREET. CORROSION TEST BOXES CONTAIN WIRES. USE CAUTION WHEN ADJUSTING THESE BOXES AND CONTACT RON VINCENT AT 617-438-5192 IF THE WIRES ARE DAMAGED. ALL VALVE BOXES MUST BE ACCESSIBLE AT ALL TIMES TO BE OPERATED IN

THE EVENT OF AN EMERGENCY.

SEE APPENDIX J "NATIONAL GRID GAS REQUIREMENTS" FOR FURTHER NOTES AND GUIDANCE FOR

WORKING NEAR NATIONAL GRID GAS UTILITIES.

JOB SPECIFIC NATIONAL GRID GAS NOTES:

SAWCUT

SURVEY GENERAL NOTES

1. THE SITE IS LOCATED IN THE TOWN OF BRISTOL, RHODE ISLAND.

2. FIELD SURVEY PERFORMED BY DIPRETE ENGINEERING ON MAY 18, 2022. THIS PLAN REFLECTS ON THE

GROUND CONDITIONS AS OF THAT DATE.

3. ELEVATIONS SHOWN HEREON, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), AS DETERMINED BY DIPRETE ENGINEERING USING REAL TIME

KINEMATIC G.P.S. OBSERVATIONS.

4. NOT A BOUNDARY SURVEY

SURVEY UTILITY NOTES

1. ALL EXISTING UTILITIES DEPICTED ARE SHOWN ACCORDANCE WITH UTILITY QUALITY LEVEL C AS

DEFINED IN CI/ASCE STANDARD 38-02 (STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION

OF EXISTING SUBSURFACE UTILITY DATA), LATEST REVISION.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE PROVIDED BY OTHERS AND ARE APPROXIMATE ONLY. LOCATIONS MUST BE DETERMINED IN THE FIELD BEFORE EXCAVATION, BLASTING, UTILITY INSTALLATION, BACKFILLING, GRADING, PAVEMENT RESTORATION, AND ALL OTHER SITE WORK. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THESE DOCUMENTS. CONTACT DIG SAFE A MINIMUM OF 72 WORKING HOURS PRIOR TO ANY CONSTRUCTION AT 811. DIG SAFE IS RESPONSIBLE FOR CONTACTING MEMBER UTILITY

COMPANIES. DIG SAFE MEMBER UTILITY COMPANIES ARE RESPONSIBLE TO MARK ONLY THE

FACILITIES THAT THEY OWN OR MAINTAIN. NON DIG SAFE MEMBER COMPANIES ARE NOT NOTIFIED BY DIG SAFE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND NOTIFY IF ANY PRIVATELY

OWNED OR NON DIG SAFE MEMBER UTILITIES ARE IN THE AREA.

3. PER THE CODE OF FEDERAL REGULATIONS - TITLE 29, PART 1926 IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE UNDERGROUND UTILITY LINE LOCATIONS FROM THE UTILITY COMPANIES, UTILITY OWNERS AND, OR VIA UNDERGROUND UTILITY LOCATION EQUIPMENT AS NEEDED

TO ESTABLISH ACCURATE LOCATIONS PRIOR TO ANY EXCAVATION. THE USE OF PROFESSIONAL

UTILITY LOCATING COMPANIES PRIOR TO ANY EXCAVATION IS RECOMMENDED.

4. DIPRETE ENGINEERING IS NOT A PROFESSIONAL UTILITY LOCATION COMPANY, AND IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES, DEPICTED OR NOT, EITHER IN SERVICE OR ABANDONED.

ANY SIZES, LOCATIONS, EXISTENCE, OR LACK OF EXISTENCE OF UTILITIES SHOWN ON THESE PLANS SHOULD BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY A PROFESSIONAL UTILITY LOCATION

COMPANY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED.

5. UTILITY PLAN REFERENCES

5.1. ALL UTILITY INFORMATION OBTAINED ON THE GROUND BY DIPRETE ENGINEERING. (SEE SURVEY

GENERAL NOTES FOR DATE OF FIELD SURVEY)

PROPERTY LINE

FENCE

RETAINING WALL

STONE WALL

NOW OR FORMERLYN/F

ASSESSORS LINE

MINOR CONTOUR LINE

MAJOR CONTOUR LINE

LIGHTPOST

WATER VALVE

B-1 WETLAND FLAG

SEV

SOIL EVALUATION

TREE

BOLLARD

WELL

MONITORING WELL

GAS VALVE

UTILITY/POWER POLE

E ELECTRIC MANHOLE

GUY POLE

DRAINAGE MANHOLE

DOUBLE CATCH BASIN

CATCH BASIN

FLARED END SECTION

GUARDRAIL

TREELINE

BENCH MARK

E:+S6+0G�.EGE0D

RECORD(R)

CHORD ANGLE(CA)

UP

LANDSCAPINGLC

mw

WV

WATER LINE

SEWER LINE

GAS LINE

ELECTRIC LINEE

DRAINAGE LINED

OVERHEAD WIRES

SEWER FORCE MAINSFM

ASSESSOR'S PLATAP

DRILL HOLE

IRON ROD/PIPE

HYDRANT

SIGN POST

SEWER MANHOLE

SEWER CLEANOUT

BOUND

NAIL/SPIKE

U UNKNOWN MANHOLE

HANDICAPPED HC

DEED BOOK/PAGE123/1234

GV

IRRIGATION VALVE

PROPOSEDEXISTING

AutoCAD SHX Text Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD NOTES AND LEGEND.dwg

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UP

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text C

10.0' TO 11.0'

TRAVEL LANE WESTBOUND

9.0'

TRAVEL LANE EASTBOUND

7.0'

PARKING LANE

S=2.0%S=2.0%

7.4.0S 7.3.0COR

(TYP) (SEE NOTE 1)

TO

W

N

LA

YO

UT

LI

NE

P

37' RIGHT OF WAY

43.1.0M

DC

6" (TYP)

4' MIN.

2.0% MAX.MATCH

DFP BCD

GRAVEL BORROW SUBBASE

TYPICAL DRIVEWAY MATCH SECTION FOR SIDEWALK AREAS

NOT TO SCALE

MATCH EXISTING GRADE

AS REQUIRED

(2'± TYP)

43.5.0

4"-6" REVEAL (TYP)

MATCH EXISTING

GRADE (TYP)

4.0'

GRASS BUFFER

5.0'

SIDEWALK

LS

TYPICAL ROADWAY SECTION - BURNSIDE STREET FULL DEPTH RECONSTRUCTION

STA. 0+40 TO STA. 2+00

10.0' TO 11.0'

TRAVEL LANE WESTBOUND

9.0' TO 10.0'

TRAVEL LANE EASTBOUND

7.0'

PARKING LANE

S=2.0%S=2.0%

6W

7.4.0S 7.3.0COR

P

37' RIGHT OF WAY

DC

6" (TYP)

4"-6" REVEAL (TYP)

CONCRETE APRON TO

MATCH EXISTING

GRADE AT WALL OR

FOUNDATION (REFER

TO DETAILS)

4.0'

GRASS BUFFER

5.0'

SIDEWALK

LS

TYPICAL ROADWAY SECTION - BURNSIDE STREET FULL DEPTH RECONSTRUCTION

STA. 2+00 TO STA. 4+64.27

2% MAX.

GRAVEL BORROW SUBBASE

CA

2% MAX.

GRAVEL BORROW SUBBASE

(SEE NOTE 3) (TYP)

EXIST.FOUNDATION

OR WALL TO REMAIN

6" (TYP)

43.1.0M

2% MAX.

GRAVEL BORROW SUBBASE (SEE DETAIL)

DRIVEWAY TO MATCH EXISTING

GRADE AT WALL OR FOUNDATION

(REFER TO DETAILS)

TO

W

N

LA

YO

UT

LI

NE

FDR

FDR

(TYP) (SEE NOTE 1)

SIDEWALK TO MATCH

EXISTING GRADE AT

WALL OR FOUNDATION

(REFER TO DETAILS)

TO

W

N

LA

YO

UT

LI

NE

TO

W

N

LA

YO

UT

LI

NE

10.0' TO 11.0'

TRAVEL LANE WESTBOUND

9.0' TO 10.0'

TRAVEL LANE EASTBOUND

4.5'

SIDEWALK

S=2.0%S=2.0%

P

37' RIGHT OF WAY

4.0'

GRASS BUFFER

OR STONE BUFFER

5.0'

SIDEWALK

TYPICAL ROADWAY SECTION - BURNSIDE STREET FULL DEPTH RECONSTRUCTION

STA. 4+64.27 TO STA. 5+42.98

ETR

EXIST.FOUNDATION

OR WALL TO REMAIN

(SIDEWALK)

FDR

TO

W

N

LA

YO

UT

LI

NE

TO

W

N

LA

YO

UT

LI

NE

ETR

(CURB, TYP)

EXIST EOP

PBW

P

WCM

7.3.0S(M)

4"-6" REVEAL (TYP)

PAVEMENT STRUCTURE:

NOTES:

1. PAYMENT FOR REMOVAL OF EXISTING CURBLOCK, IF PRESENT, SHALL BE CONSIDERED INCIDENTAL TO THE ITEM

FOR REMOVE AND DISPOSE CURB.

2. PAYMENT FOR REMOVAL OF BITUMINOUS PAVEMENT AT THE GUTTER LINE DURING CURB REMOVAL OR INSTALLATION OF NEW CURB SHALL BE CONSIDERED INCIDENTAL TO THE ITEMS FOR INSTALLATION OF NEW CURB.

3. THE PROPOSED SIDEWALK AND PAVEMENT MAY BE CONSTRUCTED UPON THE EXISTING GRAVEL SUBBASE PROVIDED THE GRAVEL CONFORMS TO THE REQUIREMENTS OF GRAVEL BORROW AS DEFINED IN SECTION M.01 OF

THE STANDARD SPECIFICATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR THE VERTICAL AND HORIZONTAL LAYOUT OF CONSTRUCTION. PRIOR TO THE REMOVAL OF ANY EXISTING ROADWAY OR CURBING, THE CONTRACTOR MUST COORDINATE WITH THE RESIDENT

ENGINEER.

5. ALL GRANITE CURB SHALL BE SET TO HAVE A 4"-6" REVEAL FROM THE PROPOSED ROADWAY GRADE WITH THE EXCEPTION OF THE CONCRETE APRON IN WHICH ALL CURBING SHALL BE SET FLUSH WITH THE ROADWAY. THE FINAL CURB REVEAL MUST BE COORDINATED IN THE FIELD AS NECESSARY TO MATCH THE EXISTING BACK OF SIDEWALK GRADES, STAIRS. WALKWAYS, OR OTHER FEATURES. THE PROPOSED CURB REVEAL SHALL BE STAKED

OUT FOR APPROVAL BY THE RESIDENT ENGINEER.

NOT TO SCALE

C1.0 3 11

TYPICAL SECTIONS

P

2" CLASS 9.5 HMA SURFACE COURSE

3" MODIFIED CLASS 19.0 HMA BASE COURSE

8"± RECLAIMED GRAVEL BORROW SUBBASE

ASPHALT EMULSION TACK COAT BETWEEN HMA LAYERS

BCD

BITUMINOUS CONCRETE DRIVEWAYS

3" CLASS 9.5 HMA

±8" REGRADE/ADD COMPACT GRAVEL BORROW SUBBASE

OR RECLAIMED GRAVEL BORROW SUBBASE

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD TYPICAL001.dwg

CONC

DRIVEWAY

BIT PARKING

CONC WALKWAY

CONC WALKWAY CONC

CONC WALKWAY

CONC WALKWAY

CONC WALKWAY

GRASS STONE GRASS

TREE STUMP

GRASS

GRASS

GRASS

GRASS

PLANTINGS

CRUSHED

STONE

BIT CONCCONCBIT

CONC

GRASS

LSA LSA LSA

LSA

LSA

CONC

RAMP

BIT

BIT

4' CLF

C O N C

4' METAL FENCE

BIT

LSA

L S A

4' WOOD FENCE

CONC & BRICK

PAVERS

S T O N E

P A V E R S

GRASS

G R A S S

THRESHOLD

EL= 18.0'

GARAGE SLAB

EL= 17.9'

THRESHOLD

EL= 24.0'

THRESHOLD

EL= 25.3'

THRESHOLD

EL= 25.5'

THRESHOLD

EL= 25.3' THRESHOLD

EL= 23.6'

THRESHOLD

EL= 28.6'

CONC

STAIRS

THRESHOLD

EL= 30.3'

THRESHOLD

EL= 29.9'

PORCH

GARAGE SLAB

EL= 25.6'

GARAGE SLAB

EL= 24.9'

THRESHOLD

EL= 26.8'

THRESHOLD

EL= 24.8'

GARAGE SLAB

EL= 23.8'

GARAGE SLAB

EL= 21.2'THRESHOLD

EL= 21.3'

THRESHOLD

EL= 21.9'

CONC

STAIRS

CONC

STAIRS CONC

STAIRS

WV

WV

UP

WV

GV

WV

GV

D RIM =12.00

S RIM =11.82

RIM =11.44

D RIM =11.37

WV

WV

UP

WV WV UP

WV

WV

GV

S RIM =23.94

GV

WVUP

WV

GV

UP

WV

WV

U

RIM =25.55

U RIM =25.72

WV

WV

WV

UP

S RIM =26.06

WV

RIM =12.42

RIM =12.79

D RIM =13.16

D RIM =12.47

D

RIM =12.82

UP

S RIM =13.34

W

W

W W W W W W W W W W W W W W W W W W W W W

X

X X

X

OH

W

OH

W

O H W

O H W

O H W

OH

W

OH

W

OH

W

OHW

OHW

OHW

OHW

OHW

OHW

OHW

O H W

OHW

O H W

GG

G G G G G G G G G G G G G G G G G G G G

G

OHW

OHW

O H W

O H W

O H W

O H W

O H W

O H W

O H W

O H W

OHW OHW OHW OHW OHW OHW

OHW

O H W

W

W

W

G

G

G

G

G

G

OHW OHW OHW OHW OHW OHW OHW

#1

#17 #19

#25 #29

#31

#67

#59

#30

#28#26

#22 #20

#18

BM NAIL @

EAST SIDE

OF UP #1

EL = 12.79'

BM @ TOP OF

SOUTH SIDE

HYDRANT BOLT

EL= 27.72'

OHW OHW OHW OHW

D

D

D

VC

P

12" VCP

D

12" CMP

"PED XING"

VGC

CC (BROKEN)

CC

VGC

"STOP"

"STREET"

LANDSCAPE AREA

BIT

WV

GV

STONE WALL STONE WALL

THRESHOLD

EL= 23.9'

VGC

BIT

WOOD WALL

CC"NO PARK""NO PARK" "NO PARK"

VGC

"NO PARK"

CC

CC

"STOP"

"STREET"

C C

THRESHOLD

EL= 25.2'

WV

MH

L S A

L S A

CC

C C

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

O H W

O H W

UP

BURNSIDE ST

(37' WIDE PUBLIC RIGHT OF WAY)

H O

PE

S T

(V A R

IA

B L E W

ID

T H

PU

B L

IC

R

IG

H T O

F W

A Y

R E S O L U T E L

N (2

W

ID

E P

U B L

IC

R

IG

H T O

F W

A Y

H

IG

H S

T (V

A R

IA

B L E W

ID

T H P

U B L

IC

R

IG

H T O

F W

A Y

LS

DSW

7.4.0S

7.6.0M

43.1.0M

43.4.1

43.5.0

LS 43.4.1

43.5.0

DSW

7.4.0S

7.6.0M

43.1.0M ETR

(SIDEWALK, CURB AND GRASS OR STONE BUFFER)

0+00 1+00 2+00 3+00 4+00 5+00 5+75

LIMIT OF WORK

STA: 5+43

20.3.0

FDS

AW

ETR

DFP

AG AFC

DUP

P

DUP

AG

FDS

ETR P

7.3.0S

7.3.0C

7'

7' PARKING

6W

AS

LS

DSW

FDS

AFC

LIMIT OF WORK

STA: 0+40

AFG

(CURB AND SIDEWALK)

CA

(SEE DETAIL)

PBW

DC

7.4.0S

7.6.0M

51.1.0

CCB ISCD

WCM

ETR

(INLET STONE)

7.3.0C

7.4.1 7.4.1

7.4.1

7.4.1

7.4.1

7.3.0S(M)

ETR

NUP

TEMPORARY

EASEMENT

7.3.0S(M)

RELOCATE

SERVICE

OVERHEAD WIRES

(BY OTHERS)

RELOCATE

OVERHEAD WIRES

(BY OTHERS)

7.3.2

SGW

(BY

OTHERS)

ETR

LS

43.5.0

43.4.1

7.4.1 7.4.1

7.4.1 7.4.1 43.4.1

43.5.0

NUP

AS

LS SGW

(BY

OTHERS)

RELOCATE

OVERHEAD WIRES

(BY OTHERS)

DUP

(BY

OTHERS)

LS NUP

R&R

(SIGN)

FDR

(TYP)

ETR

(CURB

AND SW)

ETR

(CURB

AND SW)

ISCD

DFP

BCD

TEMPORARY EASEMENT

DSW DFP

ETR

DUP

NUP

DUP

7.4.2

7.4.2

7.4.2

7.3.0S

AW

AW

AW

AG

AW

AWCONCRETE LIP AND

DIAMOND PLATES

(SEE NOTE 2)

ETR

7.3.0C

7.3.1

AW

7.3.0S

AG

AW

AW

AW

LS

7.3.2

LS

LS

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

C2.0 4 11

0 10' 20' 40'

Scale: 1"=20'

GENERAL PLAN

NOTES:

1. ALL SIGNS AND POSTS WITHIN THE PROJECT LIMITS ARE

EXISTING TO REMAIN UNLESS OTHERWISE NOTED ON THE

PLANS.

2. CONTRACTOR SHALL CONDUCT A MEETING WITH THE TOWN

AND PROPERTY OWNER PRIOR TO ANY CONSTRUCTION IN

THE VICINITY OF THE GARAGE DOOR.

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD GENERAL PLAN.dwg

ST

A

0+

EL

2.

ST

A

1+

EL

5.

ST

A

5+

.9

EL

5.

HIGH PT STA: 3+59.55

HIGH PT ELEV: 24.26

PVI STA:3+02.00

PVI ELEV:23.40

K:49.45 115.09'

BV

C

S:

+4 4.

BV

C E:

1.

EV

C

S:

+5 9.

EV

C E:

4.

HIGH PT STA: 4+76.55

HIGH PT ELEV: 25.59

PVI STA:4+50.00

PVI ELEV:25.60

K:36.39 55.00'

BV

C

S:

+2 2.

BV

C E:

5.

EV

C

S:

+7 7.

EV

C E:

5.

HIGH PT STA: 0+80.00

HIGH PT ELEV: 14.81

PVI STA:0+60.00

PVI ELEV:13.92

K:25.54 40.00'

BV

C

S:

+4 0.

BV

C E:

2.

EV

C

S:

+8 0.

EV

C E:

4.

LI

M

IT

O

F W

O R

K

FULL DEPTH

RECONSTRUCTION

LI

M

IT

O

F W

O R

K

.3

.3

1+00

.5

.7

.4

.6

2+00

.2

.5

.0

.4

3+00

.6

.0

.8

.1

4+00

.5

.8

.0

.4

5+00

.5

.5

.7

MATCH EXISTING GRADE

HIGH STREET

EXISTING PROFILE GRADE

PROPOSED PROFILE GRADE

MATCH EXISTING GRADE

HOPE STREET

4.45%

3.81%

1.49% -0.03%

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

Horizontal: 0 10' 20' 40'

Vertical: 0 2' 4' 8'

1"=20'

C3.0 5 11

PROFILE PLAN

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD PROFILE.dwg

CONC

DRIVEWAY

BIT PARKING

CONC WALKWAY

CONC WALKWAY CONC

CONC WALKWAY

CONC WALKWAY

CONC WALKWAY

GRASS STONE GRASS

TREE STUMP

GRASS

GRASS

GRASS

GRASS

PLANTINGS

CRUSHED

STONE

BIT CONCCONCBIT

CONC

GRASS

LSA LSA LSA

LSA

LSA

CONC

RAMP

BIT

BIT

4' CLF

C O N C

4' METAL FENCE

BIT

LSA

L S A

4' WOOD FENCE

CONC & BRICK

PAVERS

S T O N E

P A V E R S

GRASS

G R A S S

THRESHOLD

EL= 18.0'

GARAGE SLAB

EL= 17.9'

THRESHOLD

EL= 24.0'

THRESHOLD

EL= 25.3'

THRESHOLD

EL= 25.5'

THRESHOLD

EL= 25.3' THRESHOLD

EL= 23.6'

THRESHOLD

EL= 28.6'

CONC

STAIRS

THRESHOLD

EL= 30.3'

THRESHOLD

EL= 29.9'

PORCH

GARAGE SLAB

EL= 25.6'

GARAGE SLAB

EL= 24.9'

THRESHOLD

EL= 26.8'

THRESHOLD

EL= 24.8'

GARAGE SLAB

EL= 23.8'

GARAGE SLAB

EL= 21.2'THRESHOLD

EL= 21.3'

THRESHOLD

EL= 21.9'

CONC

STAIRS

CONC

STAIRS CONC

STAIRS

WV

WV

UP

WV

GV

WV

GV

D RIM =12.00

S RIM =11.82

RIM =11.44

D RIM =11.37

WV

WV

UP

WV WV UP

WV

WV

GV

S RIM =23.94

GV

WVUP

WV

GV

UP

WV

WV

U

RIM =25.55

U RIM =25.72

WV

WV

WV

UP

S RIM =26.06

WV

RIM =12.42

RIM =12.79

D RIM =13.16

D RIM =12.47

D

RIM =12.82

UP

S RIM =13.34

W

W

W

W W W W W W W W W W W W W W W W W W W W W

X

X X

X

OH

W

OH

W

O H W

O H W

O H W

OH

W

OH

W

OH

W

OHW

OHW

OHW

OHW

OHW

OHW

OHW

O H W

OHW

OHW

O H W

GG

G G G G G G G G G G G G G G G G G G G G

G

OHW

OHW

O H W

O H W

O H W

O H W

O H W

O H W

O H W

O H W

OHW OHW OHW OHW OHW OHW

OHW

O H W

W

W

W

G

G

G

G

G

G

OHW OHW OHW OHW OHW OHW OHW

#1

#17 #19

#25 #29

#31

#67

#59

#30

#28#26

#22 #20

#18

BM NAIL @

EAST SIDE

OF UP #1

EL = 12.79'

BM @ TOP OF

SOUTH SIDE

HYDRANT BOLT

EL= 27.72'

OHW OHW OHW OHW

D

D

D

VC

P

12" VCP

D

12" CMP

"PED XING"

VGC

CC (BROKEN)

CC

VGC

"STOP"

"STREET"

LANDSCAPE AREA

BIT

WV

GV

STONE WALL STONE WALL

THRESHOLD

EL= 23.9'

VGC

BIT

WOOD WALL

CC"NO PARK""NO PARK" "NO PARK"

VGC

"NO PARK"

CC

CC

"STOP"

"STREET"

C C

THRESHOLD

EL= 25.2'

WV

MH

L S A

L S A

CC

C C

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

O H W

O H W

UP

LIMIT OF WORK

STA: 0+40 BURNSIDE ST

(37' WIDE PUBLIC RIGHT OF WAY)

H O

PE

S T

(V A R

IA

B L E W

ID

T H

PU

B L

IC

R

IG

H T O

F W

A Y

R E S O L U T E L

N (2

W

ID

E P

U B L

IC

R

IG

H T O

F W

A Y

H

IG

H S

T (V

A R

IA

B L E W

ID

T H P

U B L

IC

R

IG

H T O

F W

A Y

0+00 1+00 2+00 3+00 4+00 5+00 5+75

LIMIT OF WORK

STA: 5+43

13.19

13.30

13.13

15.34

15.52

15.70

17.42

17.61

17.26

19.30

19.51

19.32

21.21

21.42

21.22 22.82

23.01

22.81 23.90

24.11

23.91

24.66

24.86

24.66 25.30

25.30

25.50

25.42

25.59

25.43

25.7±

25.8±

25.8±

12.6±

12.6±

12.7±

18.05 19.56

18.35 19.00

9.8' 8.9'

10.8' 9.3'

10.4' 9.5'

18.0' 8.9'

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

0 10' 20' 40'

Scale: 1"=20'

1"=20'

C4.0 6 11

GRADING PLAN

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD GRADE PLAN.dwg

BURNSIDE ST

(37� 9IDE PUBLI% RIGHT O( 9A;�

H O

PE

S T

(V A R

IA

B L E

ID

T H

PU

B L I%

R

IG

H T O

A

R E S O L U T E L

N

ID

E P

U B L I%

R

IG

H T O

A

H

IG

H S

T (V

A R

IA

B L E

ID

T H P

U B L I%

R

IG

H T O

A

%ON%

DRIVE9A;

BIT PAR-ING

%ON% 9AL-9A;

%ON% 9AL-9A; %ON%

%ON% 9AL-9A;

%ON% 9AL-9A;

%ON% 9AL-9A;

GRASS STONE GRASS

TREE STU/P

GRASS

GRASS

GRASS

GRASS

PLANTINGS

%RUSHED

STONE

BIT %ON%%ON%BIT

%ON%

GRASS

LSA LSA LSA

LSA

LSA

%ON%

RA/P

BIT

BIT

�� %L(

O N

�� /ETAL (EN%E

BIT

LSA

L S A

�� 9OOD (EN%E

%ON% BRI%-

PAVERS

S T O N E

P A V E R S

GRASS

G R A S S

THRESHOLD

EL� �����

GARAGE SLAB

EL� �7���

THRESHOLD

EL� �����

THRESHOLD

EL� ���3�

THRESHOLD

EL� �����

THRESHOLD

EL� ���3� THRESHOLD

EL� �3���

THRESHOLD

EL� �����

%ON%

STAIRS

THRESHOLD

EL� 3��3�

THRESHOLD

EL� �����

POR%H

GARAGE SLAB

EL� �����

GARAGE SLAB

EL� �����

THRESHOLD

EL� �����

THRESHOLD

EL� �����

GARAGE SLAB

EL� �3���

GARAGE SLAB

EL� �����THRESHOLD

EL� ���3�

THRESHOLD

EL� �����

%ON%

STAIRS

%ON%

STAIRS %ON%

STAIRS

9V 9V

UP

9V

GV

9V

GV

D RI/ ������

S RI/ ������

RI/ ������

D RI/ ����37

9V 9V

UP

9V 9V UP

9V

9V

GV

S RI/ ��3���

GV

9VUP

9V

GV

UP

9V

9V

U

RI/ ������

U RI/ ����7�

9V

9V

9V

UP

S RI/ ������

9V

RI/ ������

RI/ ����7�

D RI/ ��3���

D RI/ �����7

D

RI/ ������

UP

S RI/ ��3�3�

9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

X

X X

OH

OH

O H

O H

O H

OH

OH

OH

OH9

OH9

OH9

OH9

OH9

OH9

OH9

O H

OH9

OH9

O H

GG

G G G G G G G G G G G G G G G G G G G G

G

OH9

OH9

O H

O H

O H

O H

O H

O H

O H

O H

OH9 OH9 OH9 OH9 OH9 OH9

OH9

O H

G

G

G

G

G

G

OH9 OH9 OH9 OH9 OH9 OH9 OH9

��7

�3�

��7

�3�

B/ NAIL "

EAST SIDE

O( UP ��

EL � ���7��

B/ " TOP O(

SOUTH SIDE

H;DRANT BOLT

EL� �7�7��

OH9 OH9 OH9 OH9

D

D

D

V%

P

��� V%P

D ��� %/P

�PED :ING�

VG%

%% (BRO-EN�

VG%

�STOP�

�STREET�

LANDS%APE AREA

BIT

9V

GV

STONE 9ALL STONE 9ALL

THRESHOLD

EL� �3���

VG%

BIT

9OOD 9ALL

%%�NO PAR-��NO PAR-� �NO PAR-�

VG%

�NO PAR-�

�STOP�

�STREET�

THRESHOLD

EL� �����

9V

/H

L S A

L S A

OH

OH

OH

OH

OH

OH

O H

O H

UP

LIMIT OF WORK

STA: 0+40

LIMIT OF WORK

STA: 5+42.98

0+00 1+00 2+00 3+00 4+00 5+00 5+75

STA: 0+40.3±

OFF: 9.7±R

STA: 0+48.84

OFF: 9.63R

STA: 0+52.09

OFF: 10.84R

STA: 0+60.41

OFF: 17.99R

STA: 1+52.96

OFF: 17.80R

STA: 1+58.31

OFF: 12.41R

STA: 1+61.84

OFF: 10.94R

STA: 1+67.47

OFF: 10.92R

STA: 1+70.48

OFF: 14.05R

STA: 1+70.28

OFF: 18.37R

STA: 1+69.7±

OFF: 29.4±

STA: 1+90.8±

OFF: 29.4±

STA: 1+91.12

OFF: 13.76R

STA: 1+94.11

OFF: 10.82R

STA: 4+63.52

OFF: 9.77R

STA: 5+42.8±

OFF: 14.2±R

STA: 5+39.80

OFF: 11.16R

STA: 5+43.1±

OFF: 12.2±L

STA: 5+40.12

OFF: 9.04L

STA: 3+32.53

OFF: 9.66L

STA: 2+73.22

OFF: 9.48L

STA: 2+18.83

OFF: 9.33LSTA: 0+53.94

OFF: 8.91L

STA: 0+77.67

OFF: 8.83L

STA: 1+59.19

OFF: 9.07L

STA: 0+40.0±

OFF: 9.0±L

STA: 1+90.99

OFF: 18.21R

L1 L2 L3 L4 L5 L6

BASELINE ALIGNMENT DATA

NUMBER

L1

L2

L3

L4

L5

L6

START STATION

0+00.00

0+82.03

1+43.83

2+12.68

2+72.70

4+70.28

NORTHING

211401.7500

211424.8067

211441.7964

211460.6898

211477.2399

211531.7120

EASTING

390063.2784

390142.0038

390201.4226

390267.6314

390325.3166

390515.2426

RADIUS LENGTH

82.03'

61.80'

68.85'

60.01'

197.58'

104.72'

LINE/CHORD DIRECTION

N73° 40' 34"E

N74° 02' 35"E

N74° 04' 24"E

N73° 59' 30"E

N73° 59' 48"E

N73° 14' 43"E

DELTA Δ END STATION

0+82.03

1+43.83

2+12.68

2+72.70

4+70.28

5+75.00

NORTHING

211424.8067

211441.7964

211460.6898

211477.2399

211531.7120

211561.8998

EASTING

390142.0038

390201.4226

390267.6314

390325.3166

390515.2426

390615.5153

45°

R=5' L=3.5'

R=3' L=4.9'

R=3' L=4.6'

R=5' L=3.5'

STA: 0+95.20

OFF: 8.86L

STA: 1+88.82

OFF: 9.21L To w n

O f B ris to l B ur ns id e

St re et S tre et sc ap e Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

0 10' 20' 40'

Scale: 1"=20'

1"=20'

C5.0 7 11

LOCATION PLAN

NOTES:

1. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR CURB FILLER PIECES TO BE 3'-0" (GREATER LENGTHS PREFERRED).

2. CONTRACTOR SHALL FIELD VERIFY EACH RADII & LENGTH PRIOR TO ORDERING CURBING.

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD LOCATION.dwg

AHEAD

WORK

ROAD

W20-1 36"x36"

DOUBLED

FINES

TRAFFIC

WORK ZONE

R.I. STD. 27.1.1

24"x36"

W20-4 36"x36"

AHEAD

ROAD

ONE LANE

W20-7a 36"x36"

AHEAD

WORK

ROAD

W20-1 36"x36"

W20-4 36"x36"

AHEAD

ROAD

ONE LANE

W20-7a 36"x36"

AHEAD

WORK

ROAD

W20-1 36"x36"

DOUBLED

FINES

TRAFFIC

WORK ZONE

R.I. STD. 27.1.1

24"x36"

W20-4 36"x36"

AHEAD

ROAD

ONE LANE

W20-7a 36"x36"

TYPICAL CLOSURE AT SIDE OF "T" INTERSECTION

NOT TO SCALE

DOUBLED

FINES

TRAFFIC

WORK ZONE

R.I. STD. 27.1.1

24"x36"

R9-9 30"x18"

SIDEWALK

CLOSED

R9-11L 30"x18"

SIDEWALK CLOSED

AHEAD

CROSS HERE

R9-11R 30"x18"

SIDEWALK CLOSED

AHEAD

CROSS HERER9-10

30"x18"

SIDEWALK CLOSED

USE OTHER SIDE

3'-0" MIN.

3'-0"

R9-10 30"x18"

SIDEWALK CLOSED

USE OTHER SIDE

3'-0" MIN.

3'-0" MIN.

R9-9

30"x18"

SIDEWALK

CLOSED

R9-11aL 30"x18"

SIDEWALK CLOSED

CROSS HERE

R9-11aR 30"x18"

SIDEWALK CLOSED

CROSS HERE

SIDEWALK

SI

D

EW

AL

K

SIDEWALK SIDEWALK

SIDEWALK

SIDEWALK

SI

D

EW

AL

K

SI

D

EW

AL

K

TYPICAL SIDEWALK CLOSED WITH

PEDESTRIAN DETOUR

TYPICAL CROSSWALK CLOSED WITH

PEDESTRIAN DETOUR

NOT TO SCALE

(SEE NOTE 14)

NOT TO SCALE

(SEE NOTE 14)

10' SPACING

10' SPACING

1. ALL TEMPORARY TRAFFIC CONTROL SET-UPS AND DEVICES AND THEIR INSTALLATION,

MAINTENANCE, AND REMOVAL SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) WITH ALL REVISIONS, AND THE LATEST

EDITION OF THE "RIDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

WITH ALL REVISIONS.

2. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF

WORK.

3. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS PRACTICAL

WHEN THEY ARE NO LONGER NEEDED. WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF

TIME, TEMPORARY TRAFFIC CONTROL DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE

REMOVED OR COVERED.

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

5. THE BUFFER SPACES SHOULD BE EXTENDED IF NECESSARY SO THAT THE 100' MAX. TWO-WAY

TRAFFIC TAPERS ARE PLACED BEFORE THE HORIZONTAL (OR CREST VERTICAL) CURVES TO

PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGERS AND QUEUES OF STOPPED

VEHICLES.

6. THE MAXIMUM SPACING BETWEEN THE FLUORESCENT TRAFFIC CONES FOR TAPER AND

TANGENT SECTIONS ON DESIGNATED PROJECT ROADWAYS AND SIDE STREETS SHALL BE MAX.

TWENTY-FIVE (25) FEET.

7. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH

TO BE MEASURED FROM THE EDGE OF THE CHANNELIZATION DEVICES.

8. ACCESS TO ALL BUSINESSES AND RESIDENCES WITHIN THE WORK AREA SHALL BE MAINTAINED

AT ALL TIMES.

9. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEER IN WRITING ANY TEMPORARY

ON-STREET PARKING RESTRICTIONS A MINIMUM OF 48 HOURS PRIOR TO THE RESTRICTION

PERIOD. IF APPROVED, THE CONTRACTOR SHALL INSTALL TEMPORARY PARKING RESTRICTION

SIGNS A MINIMUM OF 24 HOURS PRIOR TO THE RESTRICTION PERIOD. THE SIGNS SHALL

INCLUDE THE DATE AND TIME OF THE RESTRICTION PERIOD. THIS WORK SHALL BE PAID FOR

UNDER "FURNISH, INSTALL, MAINTAIN AND MOVE TEMPORARY TRAFFIC PROTECTION."

10. THE CONTRACTOR SHALL PLACE TEMPORARY CONSTRUCTION SIGNS TO ENSURE THAT A 48"

UNOBSTRUCTED MINIMUM CLEARANCE IS PROVIDED AT ALL TIMES ON SIDEWALKS OPEN TO

PEDESTRIANS. AT LOCATIONS WHERE A 48" MINIMUM CLEARANCE CANNOT BE ACHIEVED, THE

CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO PROVIDE MOUNTED SIGNS WITH

THE BOTTOM OF THE SIGN OVERHANG NO LESS THAN 84" HIGH IN ORDER TO MEET ADA

STANDARDS. THIS WORK SHALL BE PAID FOR UNDER "FURNISH, INSTALL, MAINTAIN AND MOVE

TEMPORARY TRAFFIC PROTECTION" ITEM.

11. TEMPORARY CONSTRUCTION ADVANCED WARNING SIGNS POSTED ON MINOR INTERSECTING

STREETS SHOWN IN THE "TYPICAL CLOSURE AT SIDE OF INTERSECTION" DETAIL, MAY BE

PLACED 100 FT APART.

12. THE LONGITUDINAL PEDESTRIAN CHANNELING DEVICES SHALL BE POSITIONED SUCH THAT

THERE ARE NO GAPS ACROSS THE ENTIRE WIDTH OF THE SIDEWALK.

13. THE LONGITUDINAL PEDESTRIAN CHANNELING DEVICES USED FOR THE SIDEWALK CLOSURE

SHALL HAVE A DETECTABLE EDGE IN ACCORDANCE WITH SECTION 6M.04 OF THE MOST

RECENT EDITION OF THE MUTCD, INCLUDING ALL REVISIONS AND ADDENDA.

14. "TYPICAL SIDEWALK CLOSED WITH PEDESTRIAN DETOUR" AND "TYPICAL CROSSWALK CLOSED

WITH PEDESTRIAN DETOUR" DETAILS SHALL BE USED IN CONJUNCTION WITH OTHER TRAFFIC

CONTROL DETAILS AS APPLICABLE, AND WHEN WORK ZONES INCLUDE CLOSURE OF BOTH

ROADWAY AND SIDEWALK AREAS. TEMPORARY TRAFFIC CONTROL MUST BE APPROVED BY

THE ENGINEER PRIOR TO SET-UP.

15. PLASTIC PIPE BARRICADES SHALL BE EQUIPPED WITH TYPE A WARNING LIGHTS IN

ACCORDANCE WITH SECTION 6K.07 OF THE MOST RECENT EDITION OF THE MUTCD, INCLUDING

ALL REVISIONS AND ADDENDA. PLASTIC PIPE BARRICADES SHOULD NOT BE SPACED MORE

THAN 5 FEET APART WHEN REQUIRED FOR ROAD CLOSURES.

16. WHERE SIDE STREETS THAT ARE NOT SHOWN ON THE PLAN INTERSECT THE WORK ZONE

ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE

WITH PART 6 OF THE MUTCD.

17. THE CONTRACTOR SHALL PROVIDE NECESSARY ACCESS FOR FIRE APPARATUS AND OTHER

EMERGENCY VEHICLES THROUGH THE WORK ZONE AT ALL TIMES.

LEGEND:

DRUM, R.I. STD. 26.2.0 OR

FLUORESCENT TRAFFIC CONE R.I. STD. 26.1.0

DIRECTION OF TRAFFIC

TEMPORARY SIGN

WORK AREA

PLASTIC PIPE BARRICADE R.I. STD. 26.3.0

FLAG PERSON

LONGITUDINAL PEDESTRIAN CHANNELIZING DEVICE

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

1"=20'

C6.1 8 11

TEMPORARY TRAFFIC

CONTROL PLAN NO. 1

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

TAPER MAX.

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

TAPER MAX.

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

TAPER MAX.

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

%%UNOTES:

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD TCONTROL001.dwg

100'

TAPER MAX.

VARIES100'

TAPER MAX.

200'

W20-7a 36"x36"

W20-4 36"x36"

AHEAD

WORK

ROAD

W20-4 36"x36"

200' 200'

AHEAD

WORK

ROAD

W20-1 36"x36"

AHEAD

ROAD

ONE LANE

AHEAD

ROAD

ONE LANE

W20-7a 36"x36"

W20-1 36"x36"

200'200'

100'100'

100'100'

DOUBLED

FINES

TRAFFIC

WORK ZONE

R.I. STD. 27.1.1

24"x36"

DOUBLED

FINES

TRAFFIC

WORK ZONE

R.I. STD. 27.1.1

24"x36"

55'

BUFFER

TEMPORARY PARKING RESTRICTIONS

SEE NOTE 9 ON "TEMPORARY TRAFFIC CONTROL PLAN NO. 1"

TEMPORARY PARKING RESTRICTIONS

SEE NOTE 9 ON "TEMPORARY TRAFFIC CONTROL PLAN NO. 1"

200'

SIDEWALK SIDEWALK

SIDEWALK SIDEWALK

TYPICAL LANE CLOSURE DETAIL

SHOULDER SHOULDER

SHOULDER SHOULDER

NOT TO SCALE

(SEE NOTE 1)

NOTES:

1. SEE "TEMPORARY TRAFFIC CONTROL PLAN NO. 1" FOR NOTES APPLICABLE TO THIS SHEET.

LEGEND:

DRUM, R.I. STD. 26.2.0 OR

FLUORESCENT TRAFFIC CONE R.I. STD. 26.1.0

DIRECTION OF TRAFFIC

TEMPORARY SIGN

WORK AREA

FLAG PERSON

LONGITUDINAL PEDESTRIAN CHANNELIZING DEVICE

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

1"=20'

C6.2 9 11

TEMPORARY TRAFFIC

CONTROL PLAN NO. 2

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD TCONTROL002.dwg

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

DETOUR

AHEAD

ROAD

CLOSED

AHEAD

ROAD

WORK

AHEAD

DETOUR

DETOUR

END

DETOUR

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

ROAD

CLOSED

D E T O U R

D E T O U R

O N E W A Y

D E T O U R

O N E W A Y

TYPICAL DETOUR FOR ONE TRAVEL DIRECTION

NOT TO SCALE

R3-1L 36"x36"

M4-10(R) 18"x48"

R6-1(R) 18"x54"

M4-10(R) 18"x48"

R6-1(R) 18"x54"

W20-1 36"x36"

W20-1 36"x36"

W20-1 36"x36"

W20-1 36"x36"

W20-2 36"x36"

W20-3 36"x36"

M4-10(R) 18"x54"

M4-9(L) 30"x24"

M4-9(L) 30"x24"

M4-8a 24"x18"

R11-4 60"x30"

R11-2 48"x30"

R3-1R 36"x36"

D E T O U RM4-10(R)

18"x48"

DETOUR

AHEAD

ROAD

CLOSED

AHEAD

ROAD

WORK

AHEAD

DETOUR

DETOUR

END

DETOUR

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

ROAD

CLOSED

D E T O U R

TYPICAL DETOUR FOR FULL ROAD CLOSURE

NOT TO SCALE

W20-1 36"x36"

W20-2 36"x36"

W20-3 36"x36"

M4-10(R) 18"x54"M4-9(L)

30"x24"

M4-9(L) 30"x24"

M4-8a 24"x18"

R11-4 60"x30"

R11-2 48"x30"

R3-1R 36"x36"

D E T O U RM4-10(R)

18"x48"

DETOUR

AHEAD

W20-2 36"x36"

ROAD

CLOSED

AHEAD

W20-3 36"x36"

ROAD

WORK

AHEAD

W20-1 36"x36"

ROAD

CLOSED

D E T O U RM4-10(R)

18"x54"

DETOUR

ROAD CLOSED

TO

THRU TRAFFIC

D E T O U R

R11-4 60"x30"

M4-10(R) 18"x48"

M4-9(L) 30"x24"

DETOUR

END

DETOUR

M4-8a 24"x18"

R3-1L 36"x36"

ROAD

CLOSED

R11-2 48"x30"

DETOURM4-9(V)

30"x24"

0'

0'

0'

0'

25' SPACING

100'

100'

R11-2 48"x30"

R11-2 48"x30"

0'

0'

0'

R11-2 48"x30"

0'

0'

0'

M4-9(L) 30"x24"

DETOUR M4-9(V)

30"x24"

NOTE:

SEE "TEMPORARY TRAFFIC CONTROL PLAN NO. 1" FOR NOTES APPLICABLE TO THIS SHEET.

LEGEND:

DRUM, R.I. STD. 26.2.0 OR

FLUORESCENT TRAFFIC CONE R.I. STD. 26.1.0

DIRECTION OF TRAFFIC

TEMPORARY SIGN

WORK AREA

PLASTIC PIPE BARRICADE R.I. STD. 26.3.0 (SEE NOTE 15)

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

1"=20'

C6.3 10 11

TEMPORARY TRAFFIC

CONTROL PLAN NO. 3

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD TCONTROL003.dwg

CURB SETTING DETAIL (MODIFIED)

7.6.0M

43.1.0MDSW

SLOPE

NOTE:

6"

EXTREME CARE SHALL BE TAKEN WHEN REMOVING SIDEWALKS NOT TO AFFECT THE

STRUCTURAL INTEGRITY OF WALLS OR FOUNDATIONS.

THE CONTRACTOR SHALL CUT A 6" x 12" TEST AREA AT EACH WALL OR FOUNDATIONS

AND REMOVE THE SIDEWALK, FOR THE ENGINEER TO VISUALLY INSPECT THE

DISTURBED AREA AS DESCRIBED IN THE GENERAL PROVISIONS - CONTRACT SPECIFIC

DOCUMENTS.

SIDEWALK AT WALL OR FOUNDATION

1/4" PREMOULDED

EXPANSION JOINT FULL

DEPTH FOR NEW SIDEWALK

CHIP BY HAND EXIST.

CONC. OR BIT. SIDEWALK

NEXT TO BLDG. OR WALL

SAWCUT EXIST. CONC.

OR BIT. SIDEWALK

NEW SIDEWALK TO MATCH

BLDG. OR WALL

EXIST. FOUNDATION OR

WALL TO REMAIN

CEMENT CONCRETE SIDEWALK (MODIFIED)

43.1.0M

1" REBAR FOR BAG

REMOVAL FROM INLET

OPTIONAL OVERFLOW

DUMP LOOPS

CURB OPENING

EXPANSION

RESTRAINT

SIDE VIEW INSTALLED

INSTALLATION DETAIL

ISCD

FOAM DEFLECTOR (USED ONLY AT

STRUCTURES WITH APRON STONE)

INLET SEDIMENT CONTROL DEVICE

(WITH OPTIONAL CURB DEFLECTOR)

7.0'

FLUSHED GRANITE CURB

2" HMA 9.5

3" HMA 19.0 OVER

8" ± RECLAIMED BASE

CONCRETE APRON AT BUSINESS ENTRANCES

SCALE: 1" = 1'

2% 2%

43.5.0

CA

To w n O f B ris to l

B ur ns id e St re et

S tre et sc ap e

Pr oj ec t

B ris to l, R ho de Is la nd

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

22064.00

AUGUST 21, 2025

SL

SL

AWB

SL

AS NOTED

C7.0 11 11

DETAILS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

VARIES 4"-6"

AutoCAD SHX Text

CURB LOCK

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"x6"-W4xW4 WELDED WIRE MESH 2.5" BELOW SURFACE

AutoCAD SHX Text

CURB WITH 6" REVEAL

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

Z:\JOBS\22 Jobs\22064.00 Bristol-Burnside Street-RI\DWGS\HD DETAILS.dwg