2025 Road Resurfacing Project Plans.pdf

© 2024 Microsoft Corporation © 2024 TomTom

Steven Contente Town Administrator

Index of Drawings Sheet Number

4-6

7-10

12-13

14-15

16-17

21-22

23-24

25-26

27-29

32-34

40-42

43-46

Description Title Sheet

Legend & Abbreviations

General Notes

Location Maps

Aaron Avenue

Ansonia Avenue

Betsy Drive

Birchwood Drive

Cliff Drive

Gloria Street

Gloria Street Grading and Tie

Gloria St Profile

Harrison Street

Harrison Street Grading and Tie

Harrison Street Profile

Kingswood Road

Pagnano Street

Sandra Drive

Sandy Lane

BMP 1 Sand Filter Aaron Avenue

BMP 2 Sand Filter Aaron Avenue

BMP 3 Sand Filter Betsy Drive

BMP 4 Sand Filter Birchwood Drive

BMP 5 Sand Filter Kingswood Road

BMP Details

Construction Details

Title Sheet

BID DOCUMENTS

May 2025

2025 Road Resurfacing Project Bid No. 1068

Department of Public Works Town of Bristol, Rhode Island

Plans Prepared by:

N Location Plan

Not to Scale

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

MAY 2025

DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

DRAWN BY:

REVISIONSNO.

TITLE

PROJECT

SUBCONSULTANT

PREPARED BY

Bristol, RI

2025 ROAD

RESURFACING

PROJECT

AM

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REGISTERED PROFESSIONAL

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BID DOCUMENTS

LEGEND &

ABBREVIATIONS

PROPOSEDEXISTING

GENERAL SYMBOLS

v v v v

CURB (TYPE AS NOTED)

BERM

EDGE OF PAVEMENT / LIMIT OF PAVEMENT

CATCH BASIN (OR GUTTER INLET,

DROP INLET, CATCH BASIN CURB INLET)

ELECTRIC HANDHOLE (NUMBER AS NOTED)

ELECTRIC MANHOLE

TELEPHONE MANHOLE (TYPE NOTED)

WATER MANHOLE (TYPE NOTED)

SEWER MANHOLE (TYPE NOTED)

DRAINAGE MANHOLE (TYPE NOTED)

GAS GATE / GAS SHUT OFF

WATER GATE / WATER SHUT OFF

HYDRANT

FIRE ALARM BOX

STREET LIGHT POLE

UTILITY POLE

SIGN

GUY POLE

ABANDONED UTILITY LINE (TYPE AS NOTED)

DRAIN PIPE (SIZE AND SLOPE AS NOTED)

SEWER MAIN (SIZE AS NOTED)

SEWER SERVICE LINE

ELECTRIC DUCT

GAS MAIN (SIZE AS NOTED)

GAS SERVICE LINE

WATER MAIN (SIZE AS NOTED)

WATER SERVICE LINE

TELEPHONE DUCT (SIZE AS NOTED)

MAIL BOX

WOOD GUARD RAIL STEEL BEAM GUARD,

WOOD OR STEEL POSTS (TYPE AS NOTED)

STEEL GUARD RAIL, STEEL POSTS (TYPE NOTED)

STONE WALL

RETAINING WALL (TYPE NOTED)

HIGHWAY/PROPERTY BOUND (TYPE AS NOTED)

STATE HIGHWAY LAYOUT LINE (S.H.L.)

CITY, TOWN, COUNTY OR STATE BOUNDARY LINE

PROPERTY LINE

TEMPORARY EASEMENT LINE

PERMANENT EASEMENT LINE

CONSTRUCTION BASELINE

SURVEY LINE

RAILROAD OR STREET RAILWAY TRACKS WITH SIDELINES

WHEELCHAIR RAMP

TREE (SIZE AND TYPE AS NOTED)

HEDGE

FENCE (SIZE AND TYPE AS NOTED)

EDGE OF WETLAND W/ FLAGGED NUMBER

EDGE OF RIVER/STREAM LINE

50 FT. WETLAND BUFFER LIMIT

100 FT. WETLAND BUFFER LIMIT

100 FT. RIVER FRONT LIMIT

200 FT. RIVER FRONT LIMIT

WOODED AREA / LIMIT OF CLEARING

SPOT GRADE

SAW CUT LINE

COMPOST FILTER SOCK

TREE PROTECTION

LEGEND

10'-12" RCP

10'-8" PVC

ABBREVIATIONS

UTILITIES

CB

CBCI

CIP

CIT

CL.

COND.

CAP

CMP

CPP

CSP

CULV.

CI

DI

DIP

DMH

EL. (OR ELEV.)

FM

F&C F&G

GIP

GG

GI

HDW

HYD.

INV.

LP

MH

PVC

PWW

R&D

RCP

SMH

SD

TSV&B

TS

TSC

UP

VCP

WG

WM

WIP

CATCH BASIN

CATCH BASIN WITH CURB INLET

CAST IRON PIPE

CHANGE IN TYPE

CLASS (PIPE, CONCRETE, EXCAVATION, ETC.)

CONDUIT

CORRUGATED ALUMINUM PIPE

CORRUGATED METAL PIPE

CORRUGATED PLASTIC PIPE

CORRUGATED STEEL PIPE

CULVERT

CURB INLET

DROP INLET

DUCTILE IRON PIPE

DRAIN MANHOLE

ELEVATION

FORCE MAIN

FRAME AND COVER

FRAME AND GRATE

GALVANIZED IRON PIPE

GAS GATE

GUTTER INLET

HEADWALL

HYDRANT

INVERT ELEVATION

LIGHT POLE

MANHOLE

POLY-VINYL-CHLORIDE PIPE

PAVED WATER WAY

REMOVE & DISPOSE

REINFORCED CONCRETE PIPE (CLASS III UNLESS NOTED)

SEWER MANHOLE

SUBDRAIN

TAPPING SLEEVE, VALVE AND BOX

TRAFFIC SIGNAL

TRAFFIC SIGNAL CONDUIT

UTILITY POLE

VITRIFIED CLAY PIPE

WATER GATE

WATER METER/WATER MAIN

WROUGHT IRON PIPE

ABAN.

ADJ.

AADT

APPROX.

B

BM

BIT.

BB

BC

BOC

BOS

BOW

BD OR BND

BLDG.

CEM.

C

CLF

CONC.

CC

CONT.

CONST.

CO.

CS

D

DWY.

EB

EP, EOP

EL.

ETW

EXIST.

FLDSTN

FDN.

GAR.

GRAN.

GC

GE

GRAV.

GD

HOR.

HMA

HO

IP

JCT

LT.

LP

MB

MAX.

MIN.

NB

NTS

OC

PVMT.

PGL

PROJ.

P OR PROP. LINE

PROP.

R

RR

R&D

REM.

REMOD.

RET.

R&R R&S

ABANDON

ADJUST

ANNUAL AVERAGE DAILY TRAFFIC

APPROXIMATE

BASELINE

BENCH MARK

BITUMINOUS

BITUMINOUS BERM

BITUMINOUS CURB

BOTTOM OF CURB

BOTTOM OF STEP

BOTTOM OF WALL

BOUND

BUILDING

CEMENT

CENTER LINE

CHAIN LINK FENCE

CONCRETE

CONCRETE CURB

CONTINUOUS

CONSTRUCTION

COUNTY

COMBINED SEWER PIPE

DELTA ANGLE (CENTRAL ANGLE OF HORIZ. CURVE)

DRIVEWAY

EAST BOUND

EDGE OF PAVEMENT

ELEVATION

EDGE OF TRAVEL WAY

EXISTING

FIELDSTONE

FOUNDATION

GARAGE

GRANITE

GRANITE CURB

GRANITE EDGING

GRAVEL

GROUND

HORIZONTAL

HOT MIX ASPHALT

HOUSE

IRON PIPE

JUNCTION

LEFT

LOW POINT

MAIL BOX

MAXIMUM

MINIMUM

NORTH BOUND

NOT TO SCALE

ON CENTER

PAVEMENT

PROFILE GRADE LINE

PROJECT

PROPERTY LINE

PROPOSED

RADIUS OF CURVATURE

RAILROAD

REMOVE & DISPOSE

REMOVE

REMODEL

RETAINING

REMOVE AND RESET

REMOVE AND STACK

GENERAL

L

L

L

RIGHT

RIGHT-OF-WAY

ROAD

SHEET

SHOULDER

SIDEWALK

SOUTH BOUND OR STONE BOUND

STATE HIGHWAY LAYOUT LINE

STATION

STREET

TANGENT

TANGENT DISTANCE OF CURVE/TRUCK PERCENTAGE

TEMPORARY EASEMENT BOUNDARY

TEMPORARY

TOP OF CURB

TOP OF STEP

TOP OF WALL

TURNING POINT

TYPICAL

VARIABLE

VERTICAL

VERTICAL CURVE

VERTICAL GRANITE CURB

WEST BOUND

WHEELCHAIR RAMP

RT.

ROW

RD.

SHT.

SHLD.

SDWK.

SB

SHLL

STA.

ST.

TAN

T

TEB

TEMP.

TOC

TOS

TOW

TP

TYP.

VAR.

VERT.

VC

VGC

WB

WCR

PROPOSEDEXISTING

BUILDING

CONTOUR MAJOR

CONTOUR MINOR

DRIVEWAY DIRT

DRIVEWAY PAVED

TEST PIT "QUALITY LEVEL A" DATA POINT

BORING

PROBE

MONITORING WELL

CAP / PLUG PIPE

BH-15'

P-10'

WG

GG

TP

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

MAY 2025

DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

DRAWN BY:

REVISIONSNO.

TITLE

PROJECT

SUBCONSULTANT

PREPARED BY

Bristol, RI

2025 ROAD

RESURFACING

PROJECT

AM

NONE

JC

JL

REGISTERED PROFESSIONAL

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BID DOCUMENTS

GENERAL NOTES

GENERAL NOTES:

1. VERTICAL DATUM - NAVD 88.

2. THE STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (AMENDED FEBRUARY 2025) AND ALL APPROVED REVISIONS

IN THE COMPILATIONS OF APPROVED SPECIFICATIONS, THE LATEST EDITION OF THE RHODE ISLAND STANDARD DETAILS WITH REVISIONS, THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE RIDOT TRAFFIC DESIGN MANUAL (OCTOBER 2004), THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z-60.1-1986) AND ALL AMENDMENTS WILL GOVERN.

3. EXISTING BASE MAPPING (TOPOGRAPHY AND PHYSICAL FEATURE LOCATIONS) IS FROM AERIAL PHOTOGRAMMETRY BY T3 GLOBAL STRATEGIES, INC., BRIDGEVILLE, PA, AUGUST 2004 AND SUPPLEMENTED BY SURVEY COMPLETED BY DIPRETE ENGINEERING, INC.

CRANSTON, RI.

4. THE LOCATION OF SUBSURFACE UTILITIES SHOWN IS APPROXIMATE AND NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITY LINES AND STRUCTURES PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR MUST NOTIFY DIG SAFE PRIOR TO ANY EXCAVATION, DEMOLITION OR EXPLOSION

WORK IN PUBLIC OR PRIVATE WAYS OR UTILITY COMPANY RIGHT OF WAYS OR EASEMENTS.

5. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE

ENGINEER FOR THE RESOLUTION OF THE CONFLICT.

6. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE AND SANITARY STRUCTURES AS NECESSARY FOR THE CHANGES IN GRADE, AND RESET ALL WATER, AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK CONFORMING TO M04.03.1.

7. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, CABLE TV, FIRE ALARM AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. ALL UTILITY CASTINGS AND FIRE ALARM

BOXES SHALL BE ADJUSTED TO FINISHED GRADE BY THEIR RESPECTIVE OWNERS.

8. 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.

9. 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).

10. TRENCH DEWATERING IS ANTICIPATED FOR THIS WORK AND DISCHARGE OF FINES OR SEDIMENTS IS NOT PERMITTED. SEE SOIL

EROSION AND SEDIMENTATION CONTROL NOTES.

11. CONTRACTOR SHALL VERIFY EXISTING GRADE ELEVATIONS. IF ANY ADJUSTMENT IS REQUIRED DUE TO DIFFERENT EXISTING GRADES FOUND IN THE FIELD, THE CONTRACTOR SHALL NOTIFY AND OBTAIN THE APPROVAL OF THE ENGINEER PRIOR TO

PERFORMING THE WORK.

12. EXCEPT WHERE NOTED BY PROPOSED CONTOUR LINES, ALL FINAL CONTOUR LINE ELEVATIONS SHALL BE THE SAME AS EXISTING

CONTOUR LINE ELEVATIONS.

TREE PRESERVATION:

1. TREES WITHIN THE LIMITS OF GRADING SHALL NOT BE REMOVED UNLESS APPROVED BY THE ENGINEER

2. PRIOR TO CONSTRUCTION PROTECT TREES WITHIN THE LIMIT OF DISTURBANCE BY INSTALLING WOOD FRAMING AROUND TREES, AS INDICATED IN THE CONTRACT DRAWINGS.

3. PRIOR TO CONSTRUCTION DETERMINE REQUIRED CLEARANCES AND CONTRACT LICENSED ARBORIST TO PRUNE TREES.

4. BRANCHES OR LIMBS DAMAGED DURING CONSTRUCTION SHALL BE CUT BACK TO THE TRUNK OR A LATERAL BRANCH.

5. MAKE EVERY EFFORT TO MAINTAIN EXCAVATION ACTIVITIES OUTSIDE LIMITS OF THE TREE CANOPY.

6. ROOTS LARGER THAN 1.5" IN DIAMETER ENCOUNTERED IN EXCAVATIONS SHALL BE CUT OFF SQUARELY USING A SHARP ARBORIST

SAW.

7. STRIP AND SEGREGATE TOPSOIL PRIOR TO EXCAVATING IN UNPAVED AREAS. FOLLOWING BACKFILL OPERATIONS PLACE TOPSOIL

BACK IN THE APPROPRIATE PLACE WITHOUT COMPACTION AND VERTICALLY MULCH ROOT SYSTEM. NO AMENDMENTS SHALL BE

ADDED.

8. IMMEDIATELY FOLLOWING BACKFILL OPERATIONS PROVIDE DEEP WATERING OF THE ROOT SYSTEM, APPLICATION OF FERTILIZER, AND VERTICAL MULCHING.

9. MAINTAIN STORAGE OF EQUIPMENT AND MATERIALS A DISTANCE AT LEAST TWO (2) TIMES THE DISTANCE OF THE RADIUS OF THE

TREE CANOPY.

SOIL EROSION AND SEDIMENTATION CONTROL:

1. ALL EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES WILL BE INSTALLED AND INSPECTED PRIOR TO THE START OF

CONSTRUCTION. THE E&S CONTROLS SHALL BE CLEANED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION OPERATIONS AND UNTIL ALL DISTURBED AREAS ARE STABILIZED AFTER CONSTRUCTION IS COMPLETE. E&S CONTROLS SHALL BE INSPECTED AND CLEANED AFTER ALL STORM EVENTS AND UPON THE REQUEST OF THE OWNER OR ENGINEER. CONTRACTOR WILL MAINTAIN AN ADEQUATE SUPPLY OF SILT SOCK ON SITE TO BE INSTALLED IN AREAS WHERE EXISTING E&S CONTROLS HAVE FAILED OR AS DETERMINED NECESSARY BY THE ENGINEER. NO WORK OR STORAGE OF CONSTRUCTION EQUIPMENT WILL BE PERMITTED OUTSIDE THE LIMIT OF DISTURBANCE ADJACENT TO THE WETLAND. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS (SILT SOCKS, ETC.) SHALL BE MAINTAINED UNTIL ALL EXPOSED SOILS ARE SATISFACTORILY STABILIZED.

2. ALL CATCH BASINS SHALL BE PROTECTED WITH FILTER FABRIC INSERTS IN UNPAVED LOCATIONS AND PAVED OR OTHERWISE

IMPERVIOUS AREAS FOR THE DURATION OF THE PROJECT.

3. CONSTRUCTION ENTRANCES CONSISTING OF STONE STABILIZED PAD SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR

TO PREVENT TRACKING OF OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.

4. ALL REFERENCED SOIL EROSION AND SEDIMENTATION CONTROLS INCLUDING MATERIALS USED, APPLICATION RATES AND THE INSTALLATION PROCEDURES SHALL BE PERFORMED PER THE "RHODE ISLAND SOIL EROSION AND SEDIMENTATION CONTROL HANDBOOK", LATEST EDITION, WITH ALL SOIL CONSERVATION SERVICE, AND/OR THE RHODE ISLAND DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

5. UPON COMPLETION AND ACCEPTANCE OF SITE PREPARATION AND INITIAL INSTALLATION OF EROSION, RUNOFF, AND SEDIMENT CONTROLS AND TEMPORARY POLLUTION PREVENTION MEASURES, THE OPERATOR SHALL INITIATE APPROPRIATE STABILIZATION PRACTICES DURING ALL PHASES OF CONSTRUCTION ON ALL DISTURBED AREAS AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.

6. ANY DISTURBED AREAS THAT WILL NOT HAVE ACTIVE CONSTRUCTION ACTIVITY OCCURRING WITHIN 14 DAYS MUST BE STABILIZED USING THE CONTROL MEASURES, SUCH AS EROSION CONTROL MATTING, AND IN ACCORDANCE WITH APPLICABLE MEASURES SPECIFIED IN THE RHODE ISLAND SOIL EROSION AND SEDIMENT CONTROL HANDBOOK (AS AMENDED).

7. ONLY AREAS THAT CAN BE REASONABLY EXPECTED TO HAVE ACTIVE CONSTRUCTION WORK BEING PERFORMED WITHIN 14 DAYS OF DISTURBANCE WILL BE CLEARED/GRUBBED AT ANY ONE TIME. IT IS NOT ACCEPTABLE TO CLEAR AND GRUB THE ENTIRE CONSTRUCTION SITE IF PORTIONS WILL NOT BE ACTIVE WITHIN THE 14-DAY TIME FRAME. PROPER PHASING OF CLEARING AND GRUBBING ACTIVITIES SHALL INCLUDE TEMPORARY STABILIZATION TECHNIQUES FOR AREAS CLEARED AND GRUBBED THAT WILL

NOT BE ACTIVE WITHIN THE 14-DAY TIME FRAME.

8. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN TWENTY FOUR HOURS AFTER AN EVENT WHICH GENERATES 0.25 INCHES OF RAIN IN A TWENTY FOUR HOUR PERIOD.

CLEANOUT OF ACCUMULATED SEDIMENT BEHIND THE SILT SOCK SHALL BE PERFORMED WHEN ½ THE ORIGINAL HEIGHT OF THE SILT SOCK BECOMES FILLED WITH SEDIMENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE HAS BEEN

REMOVED SHOULD BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.

9. VEGETATIVE PRACTICES ON DISTURBED SOILS, INCLUDING STOCKPILES, SHALL BEGIN AS SOON AS POSSIBLE BUT NO LATER THAN 14 DAYS AFTER THE LAST ACTIVITY IN THAT AREA UNLESS ACTIVITY IS TO RESUME WITHIN 21 DAYS.

10. AREAS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH EROSION CONTROL MATS OR BLANKETS IN

COMBINATION WITH SEEDING, AS INDICATED ON THE DRAWINGS AND SPECIFIED.

11. EXCESS SOIL, STUMPS, TREES, ROCKS, BOULDERS, AND OTHER REFUSE SHALL BE DISCARDED OFF-SITE IN AN APPROPRIATE

UPLAND LOCATION, OUTSIDE OF ALL REGULATED WETLAND AREAS.

DEWATERING:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE DESIGN AND IMPLEMENTATION OF THE DEWATERING SYSTEM.

2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM THE STATE AND LOCAL AUTHORITIES

REGARDING THE OPERATION AND DISCHARGE OF THE DEWATERING SYSTEM.

3. DISPOSE OF ALL PUMPED WATER IN ACCORDANCE WITH RIDEM REQUIREMENTS.

4. DISCHARGE WATER THROUGH SETTLING BASINS OR METHOD APPROVED BY THE ENGINEER.

5. OPERATE DEWATERING SYSTEMS TO LOWER THE GROUNDWATER LEVEL IN EXCAVATIONS AND MAINTAIN 2' BELOW SUBGRADE

ALLOWING ALL SUBSEQUENT WORK TO BE DONE ON A STABLE DRY SUBGRADE.

6. MODIFY DEWATERING PROCEDURES WHICH CAUSE, OR THREATEN TO CAUSE, DAMAGE TO NEW OR EXISTING FACILITIES, TO PREVENT FURTHER DAMAGE. MODIFICATIONS TO BE MADE AT NO ADDITIONAL EXPENSE TO THE OWNER. REPAIR DAMAGED

FACILITIES AT CONTRACTOR'S EXPENSE.

7. DISCHARGE WATER IN A MANNER THAT WILL NOT CAUSE EROSION, FLOODING, DAMAGE TO PUBLIC OR PRIVATE AREAS, COMPLETED WORK, IMPROVED OR OTHERWISE.

8. REMOVE ALL MATERIAL AND EQUIPMENT FROM THE SITE UPON COMPLETION OF DEWATERING OPERATIONS.

9. REMOVE ALL DEWATERING WELLS OR SUMPS UPON COMPLETION OF THE WORK.

CONSTRUCTION REQUIREMENTS:

1. PROVIDE BYPASS PUMPING EQUIPMENT TO BYPASS WASTEWATER FLOWS AROUND WORK LOCATION IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. SCHEDULE UTILITY SHUTDOWNS (INCLUDING BUT NOT LIMITED TO SEWER, WATER AND GAS) IN ADVANCE WITH THE RESPECTIVE UTILITY PROVIDERS, AND PROVIDE ADVANCE NOTIFICATION TO THOSE WHO WILL BE AFFECTED BY AN INTERRUPTION IN SEWER, WATER OR GAS SERVICE IN ACCORDANCE WITH THE NOTIFICATION REQUIREMENTS FOR EACH UTILITY.

3. PIPE REMOVAL EACH DAY SHALL BE LIMITED TO THE AMOUNT THAT CAN BE REPLACED ON THAT SAME DAY.

4. SERVICE CONNECTIONS SHALL BE COMPLETELY REESTABLISHED AT THE END OF EACH DAY.

5. SERVICE CONNECTION LOCATIONS ARE APPROXIMATE. CONNECTIONS SHALL BE LOCATED DURING EXCAVATION AND PROTECTED.

TIME AND EXPENSE REQUIRED TO WORK IN THIS MANNER SHALL BE PART OF THE BID AND SHALL NOT BE THE BASIS FOR ANY

CLAIM AGAINST THE OWNER.

6. EXISTING CAPPED SERVICE WYES SHALL NOT BE REPLACED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THE DEPICTED LOCATIONS OF ANY AND ALL SANITARY SEWER

SERVICES PRIOR TO THE START OF WORK.

8. ALL SANITARY SEWER SERVICE CONNECTIONS SHALL BE DYE-TESTED FOR VERIFICATION OF CONNECTIVITY TO SEWER MAIN PRIOR TO DISCONNECTION FROM THE EXISTING SEWER MAIN AND FOLLOWING RECONNECTION TO THE NEW SEWER MAIN.

SANITARY SEWER MODIFICATION/REPLACEMENT NOTES:

WHERE EXIST. SANITARY SEWER PIPES AND/OR STRUCTURES ARE TO BE A) MODIFIED, OR B) REPLACED WITH NEW SANITARY SEWER PIPES IN THE SAME HORIZONTAL LOCATION, CONTRACTOR SHALL ADHERE TO THE FOLLOWING SEQUENCE OF WORK:

1) INSTALL MANHOLE TO MANHOLE BYPASS PUMPING SYSTEM FOR SANITARY SEWER FLOWS (CONTRACTOR TO DETERMINE TYPE

AND SIZE OF BYPASS PUMPS AND PIPING).

2) LOCATE AND DYE TEST ALL EXISTING SEWER LATERAL CONNECTIONS ALONG THE EXISTING MAIN.

1) PERFORM EXISTING SEWER PIPE & STRUCTURE MODIFICATIONS OR REMOVAL AND NEW SEWER INSTALLATION; PROVIDE

LATERAL WYES AT ALL EXISTING SEWER LATERAL LOCATIONS.

2) RECONNECT EXISTING SEWER LATERALS TO NEW SEWER MAIN; ADJUST SLOPES AND DEPTHS OF LATERAL PIPES BETWEEN

EDGES OF ROADS AND SEWER MAIN USING APPROVED GASKETED PVC FITTINGS TO MEET NEW WYE ELEVATIONS.

3) RELOCATE SEWER BYPASS PUMPING SYSTEM TO NEXT SECTION OF PIPE TO BE INSTALLED.

4) DYE TEST ALL RECONNECTED SEWER LATERALS TO VERIFY CONNECTIONS TO NEW SEWER MAIN.

TEMPORARY SEWER SERVICE INTERRUPTIONS FOR NEW SEWER INSTALLATION SHALL LAST NO LONGER THAN TWELVE (12) HOURS, AND SHALL BE SCHEDULED WITH A MINIMUM FORTY-EIGHT (48) HOURS ADVANCE NOTICE TO THE AFFECTED PROPERTY OWNERS AS WELL AS NOTICE IMMEDIATELY PRIOR TO THE SHUTDOWN. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SCHEDULING HIS

WORK IN A MANNER WHICH WILL MINIMIZE SERVICE INTERRUPTIONS.

GAS UTILITY GENERAL NOTES:

1. CONTRACTOR SHALL FOLLOW THE GUIDELINES LISTED IN RI ENERGY'S "GUIDELINES FOR WORKING AROUND GAS

UTILITIES", DOCUMENT ATTACHED.

2. DEPTH OF GAS FACILITIES ARE UNKNOWN AND COULD BE SHALLOW, USE CAUTION WHEN WORKING IN THE VICINITY

OF ANY GAS FACILITY, HAND DIGGING ONLY.

3. RI ENERGY REQUIRES A MINIMUM OF ONE FOOT OF SEPARATION BETWEEN CROSSING UTILITIES AND EXISTING GAS FACILITIES.

4. RI ENERGY REQUIRES A MINIMUM OF THREE FEET OF SEPARATION BETWEEN THE GAS MAIN AND THE PARALLEL FACILITY FOR STEEL AND PLASTIC GAS MAINS. FOR CAST IRON GAS MAIN SEE LINE ITEM FOR ENCROACHMENT GUIDELINES.

5. AT A PROPOSED UTILITY AND CRITICAL GAS MAIN CROSSING, A RI ENERGY GAS DAMAGE PREVENTION INSPECTOR MUST BE ON SITE WHEN CROSSING. CALL ED SOUZA AT 401-283-9159 OR JEFF CASSEL AT 508-468-7217.

6. IF A GAS MAIN IS EXPOSED OR GOING TO BE EXPOSED CALL RI ENERGY DISPATCH AT 877-304-1203 FOR AN

INSPECTOR TO BE DISPATCHED TO THE SITE TO INSPECT THE LINE BEFORE BACKFILL.

7. IF A GAS MAIN OR GAS MAIN COATING IS DAMAGED CALL RI ENERGY DISPATCH OFFICE AT 877-304-1203 FOR A

INSPECTOR TO BE DISPATCHED TO THE SITE FOR REPAIR BEFORE BACKFILL.

8. FOR ANY EXPOSED GAS FACILITY, PROVIDE BACKFILL MATERIALS AND COMPACT THE BACKFILL MATERIALS IN ACCORDANCE WITH RI ENERGY'S "GUIDELINES FOR BACKFILL AND COMPACTION AROUND GAS PIPES", DOCUMENT ATTACHED.

9. WHEN CROSSING OR EXPOSING A STEEL OR PLASTIC GAS FACILITY SUPPORT MAY BE REQUIRED. FOLLOW THE GUIDELINES LISTED AND ILLUSTRATED IN RI ENERGY'S "SUPPORT REQUIREMENTS FOR EXPOSED & UNDERMINED

STEEL OR PLASTIC GAS FACILITIES", DOCUMENT (DWG NO. CNST‐6045) ATTACHED.

10. ALL GAS VALVE BOXES SHALL BE ADJUSTED TO THE NEW ROAD/SIDEWALK SURFACE. VALVE BOXES, IF REQUIRED FOR REPLACEMENT, CAN BE OBTAINED AT RHODE ISLAND ENERGY'S PROVIDENCE LOCATION, 477 DEXTER STREET, PROVIDENCE, RI OR LINCOLN LOCATION, 642 GEORGE WASHINGTON HIGHWAY (QUANTITIES 5 OR LESS). GAS VALVE BOXES NEED TO BE ACCESSIBLE AT ALL TIMES TO BE OPERATED BY RI ENERGY IN THE EVENT OF AN EMERGENCY.

11. ALL CATHODIC PROTECTION BOXES (BOXES THAT CONTAIN WIRES THAT GO DOWN TO THE GAS MAIN) SHALL BE ADJUSTED TO THE

NEW ROAD/SIDEWALK SURFACE.

12. CARE SHALL BE EXERCISED WHEN ADJUSTING SO AS NOT TO DAMAGE THE WIRES. IF THE WIRES ARE DAMAGED OR IF ASSISTANCE IS NEEDED, CONTACT RI ENERGY CORROSION ENGINEER TO VISIT THE SITE. CONTACT RICK LEPAGE 508‐948‐8432. NEW BOXES, IF REQUIRED, CAN BE OBTAINED AT RI ENERGY'S PROVIDENCE FACILITY, 477 DEXTER STREET, PROVIDENCE, RI OR RI ENERGY'S LINCOLN FACILITY, 642 GEORGE WASHINGTON HIGHWAY, LINCOLN, RI (QUANTITIES 5 OR LESS). CONTRACTOR SHALL FOLLOW THE GUIDELINES LISTED IN RI ENERGY'S "GUIDELINES FOR WORKING AROUND

CORROSION CONTROL SYSTEM COMPONENTS", DOCUMENT ATTACHED.

13. DUE TO SYSTEM RELIABILITY AND PUBLIC SAFETY CONCERNS, IT IS RI ENERGY'S PRACTICE TO RESTRICT ALL CONSTRUCTION WORK ON OR NEAR GAS FACILITIES BETWEEN NOVEMBER 15TH AND APRIL 15TH. ALL SCHEDULED WORK SHOULD BE COMPLETED BETWEEN NOVEMBER 15TH AND APRIL 15TH.TH AND NOVEMBER 15TH. AS GAS USAGE PEAK DURING THE MONTHS OF DECEMBER TO MARCH DRIVEN BY HEATING NEEDS, RI ENERGY'S PRIORITY IS TO PROVIDE OUR CUSTOMERS WITH SAFE AND RELIABLE GAS SERVICE. ANY WORK ON OR NEAR THE GAS FACILITY WILL EXPOSE OUR CUSTOMERS TO UNNECESSARY RISK. EXCEPTIONS WILL BE CONSIDERED ON A CASE‐BY‐CASE BASIS. APPROVALS FROM GAS CONTROL, OPERATIONAL ENGINEERING, AND PROJECT ENGINEERING WILL BE REQUIRED FOR THESE CASES.

14. FOR A GAS LEAK CALL 800-640-1595.

15. FOR A DAMAGED GAS FACILITY CALL 800-870-1664.

16. RI ENERGY WILL PURGE OUR OLD GAS MAIN OF GAS, WIPE TEST SAMPLE THE INSIDE OF THE PIPE, CAP THE ENDS AND ABANDON IN PLACE. PIPE FOUR INCHES AND LESS IN DIAMETER CAN'T BE SAMPLED; THIS PIPE WILL BE ASSUMED TO BE CONTAMINATED. IF THE WIPE TEST RESULTS SHOW PCB CONTAMINATION AND A SECTION OR SECTIONS NEED TO BE REMOVED BY THE CONTRACTOR THEN THE CONTRACTOR WILL NEED TO TRANSPORT THE REMOVED SECTIONS WITH SEALED ENDS TO EITHER OUR ALLENS AVE FACILITY AT 642 ALLENS AVE IN PROVIDENCEOR OUR DEXTER ST FACILITY AT 477 DEXTER ST IN PROVIDENCE OR OUR LINCOLN FACILITY AT 642 GEORGE WASHINGTON HGWY IN LINCOLN AND PLACE THEM IN OUR RED OPEN TOP "PIPE TO BE CLEANED" CONTAINER ONSITE. RI ENERGY WOULD THEN HANDLE THE CLEANING AND PROPER DISPOSAL. RI ENERGY ALSO REQUIRES THAT THE OPEN PIPE ENDS OF THE ABANDONED PIPE REMAINING IN THE GROUND BE CAPPED OR SEALED WITH EXPANDINGFOAM. IF THE WIPE TEST SHOWS THAT THE PIPE HAS NO PCB CONTAMINATION THEN REMOVED SECTIONS CAN JUST BE DISPOSED OF BY THE CONTRACTOR AS SCRAP

METAL.

CAST IRON INVOLVEMENT

17. IF EXCAVATING PARALLEL TO OR CROSSING A CAST IRON GAS FACILITY THEN ENCROACHMENT OF THE CAST IRON LINE IS APOSSIBILITY AND A CONCERN WHERE REPLACEMENT MAY BE REQUIRED. WHENEVER AN EXCAVATION IS IN THEVICINITY OF A CAST IRON GAS MAIN CONTACT RI ENERGY ENCROACHMENT ENGINEER TO BE ON SITE, CALLED SOUZAAT 401‐283‐9159 OR JEFF CASSEL AT 508‐468‐7217. GUIDELINES IN AVOIDING AN ENCROACHMENT ARE LISTED IN RI ENERGY'S "CAST IRON GAS MAIN

ENCROACHMENT PREVENTION", DOCUMENT ATTACHED.

18. IF EXCAVATING PARALLEL TO OR CROSSING A CAST IRON FACILITY THAT IS GREATER THAN 8", THIS LINE IS NOT COVEREDUNDER THE ENCROACHMENT GUIDELINES AND LAW. RI ENERGY DOES NOT ALLOW MORE THAN 10' OF GAS MAIN TO BE EXPOSED AND ONLY ALLOWS (1) BELL & SPIGOT JOINT TO BE EXPOSED. IF A BELL & SPIGOT JOINT IS EXPOSED SAID JOINT MUST BE LEAK CLAMPED BEFORE BACKFILL UNLESS A CLAMP IS ALREADY IN PLACE. PROVIDE BACKFILLMATERIALS AND COMPACT THE BACKFILL MATERIALS IN ACCORDANCE WITH RI ENERGY'S "GUIDELINES FOR BACKFILL AND COMPACTION AROUND GAS PIPES", DOCUMENT ATTACHED. MINIMUM 95% COMPACTION OF THE SOIL BELOW A CAST IRON IS ALWAYS REQUIRED. ALWAYS CALL RI ENERGY DAMAGE PREVENTION DEPARTMENT FOR ANN SPECTOR TO BE DISPATCHED TO SITE. CALL ED SOUZA AT 401‐283‐9159 OR JEFF

CASSEL AT 508‐468‐7217

REGULATOR STATION

19. RI ENERGY REQUIRES NOTIFICATION OF CONSTRUCTION WORK WITHIN 200 FT OF A GAS REGULATOR STATION FOR SAFETY

MONITORING DURING CONSTRUCTION.

20. PLEASE CALL RI ENERGY I&R SUPERVISOR MIKE ROMANO AT 617‐910‐7854 OR GEORGE MAERKLE AT 401‐595‐8276 OR JAY COSTA AT 781‐290‐3515 WHEN DIGGING WITHIN 200 FT OF REGULATOR STATION. AFTER HOURS, PLEASE CALL 877‐304‐1209.

CONDUIT INSTALLS

21. RHODE ISLAND ENERGY REQUIRES A ONE‐FOOT SEPARATION BETWEEN PROPOSED CONDUIT AND ANY GAS FACILITY. T. RHODE ISLAND ENERGY DOES NOT ALLOW THE USE OF GRINDING WHEEL TYPE TRENCHERS OVER ANY GAS FACILITY, HAND DIGGING

ONLY IN THESE AREAS.

22. IF IT IS NECESSARY TO GO UNDER OUR FACILITY AND OUR FACILITY IS 4", 6" OR 8" CAST IRON, THEN ENCROACHMENT BECOMES AN ISSUE. IN ORDER TO AVOID AN ENCROACHMENT AND AVOID THE MAIN SECTION BEING REPLACE KEEP THE TRENCH WIDTH FOR 4" CAST IRON TO LESS THAN 3' WIDE AND FOR 6" CAST IRON TO LESS THAN 4' WIDE AND FOR 8" CAST IRON TO LESS THAN 5'6" WIDE.95% COMPACTION OF THE SOIL BELOW A CAST IRON IS ALWAYS REQUIRED AND PROPER BACKFILL IN ACCORDANCE WITH OUR BACKFILL AND COMPACTION AROUND GAS MAINS DOCUMENT. IF AN ENCROACHMENT IS SUSPECTED PLEASE CALL ED SOUZA

AT 401‐283‐9159 OR JEFF CASSEL AT 508‐468‐7217.

UTILITY EXCAVATION AND BACKFILL:

1. BACKFILL MATERIALS SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES THICKNESS MEASURED PRIOR TO COMPACTION.

UNLESS OTHERWISE INDICATED OR SPECIFIED, EACH LAYER SHALL BE COMPACTED TO 95% MAXIMUM RELATIVE DENSITY (MRD) IN ACCORDANCE WITH ASTM D1557. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIEVE AND PROCTOR ANALYSIS FOR NEW

AND IN-SITU MATERIAL.

2. BACKFILL WITH THE MATERIALS AND TO THE LIMITS INDICATED ON THE DRAWINGS.

3. BACKFILL MATERIALS AROUND THE PIPE SHALL BE COMPACTED TO A MINIMUM OF 90% MRD.

4. AS THE EXCAVATION APPROACHES PIPES, CONDUITS, OR OTHER UNDERGROUND STRUCTURES, DIGGING BY MACHINERY SHALL BE

DISCONTINUED AND THE EXCAVATION SHALL BE DONE BY MEANS OF HAND TOOLS. SUCH MANUAL EXCAVATION WHEN INCIDENTAL TO NORMAL EXCAVATION SHALL BE INCLUDED IN THE WORK TO BE DONE UNDER ITEMS INVOLVING NORMAL EXCAVATION. DAMAGE

TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

5. IF THE BOTTOM OF ANY EXCAVATION IS TAKEN OUT BEYOND THE LIMITS INDICATED OR PRESCRIBED, THE RESULTING VOID SHALL BE BACKFILLED AT THE CONTRACTOR'S EXPENSE WITH THOROUGHLY COMPACTED 34" CRUSHED STONE.

6. IF MATERIAL UNSUITABLE FOR FOUNDATION AND/OR BACKFILLING (IN THE OPINION OF THE ENGINEER) IS FOUND AT OR BELOW THE GRADE TO WHICH EXCAVATION WOULD NORMALLY BE CARRIED IN ACCORDANCE WITH THE DRAWINGS, THE CONTRACTOR SHALL REMOVE SUCH MATERIAL TO THE REQUIRED WIDTH AND DEPTH AND REPLACE IT WITH THOROUGHLY COMPACTED CRUSHED

STONE, GRAVEL BORROW, FINE AGGREGATE OR CONCRETE AS DIRECTED.

7. EXCAVATE TRENCH TO DEPTHS PERMITTING THE PIPE TO BE LAID AT THE ELEVATIONS, SLOPES, OR DEPTHS OF COVER INDICATED

ON THE DRAWINGS, AND AT UNIFORM SLOPES BETWEEN INDICATED ELEVATIONS.

8. LENGTH OF TRENCH OPEN AT ANY ONE TIME WILL BE CONTROLLED BY CONDITIONS, SUBJECT TO ANY LIMITS THAT MAY BE

PRESCRIBED BY THE ENGINEER.

9. WHENEVER ANY TRENCH OBSTRUCTS PEDESTRIAN AND VEHICULAR TRAFFIC IN OR TO ANY PUBLIC STREET, PRIVATE DRIVEWAY OR PROPERTY ENTRANCE, OR ON PRIVATE PROPERTY, CONTRACTOR SHALL TAKE SUCH MEANS AS MAY BE NECESSARY TO

MAINTAIN PEDESTRIAN AND VEHICULAR TRAFFIC AND ACCESS.

10. STREETS AND PREMISES ARE TO BE KEPT FREE FROM UNNECESSARY OBSTRUCTIONS, DEBRIS AND ALL OTHER MATERIALS.

11. ALL OPEN EXCAVATIONS ARE TO BE COVERED AT THE END OF EACH DAY BY MEANS OF STEEL PLATES OR SOME OTHER

SATISFACTORY COVER OF ADEQUATE SIZE AND STRENGTH SUITABLY HELD IN PLACE TO KEEP ALL TRAFFIC OUT OF EXCAVATIONS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ANY AND ALL REQUIRED PERMITS FROM

THIRD-PARTY UTILITY PROVIDERS (INCLUDING BUT NOT LIMITED TO SANITARY SEWER, WATER, GAS, TELEPHONE, OR ELECTRIC), AND SHALL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED THEREWITH. WORK ON AND AROUND OTHER UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH ANY AND ALL APPLICABLE REQUIREMENTS OF THE PERMITS ISSUED BY THE UTILITY

PROVIDERS.

MAINTENANCE AND PROTECTION OF TRAFFIC:

1. TYPICALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE APPROPRIATE AND SPECIFIC MAINTENANCE AND

PROTECTION OF TRAFFIC CONTROL MEASURES FOR EACH PROJECT AREA, AS WELL AS FOR ADJUSTING SAME AS CONDITIONS

AND OPERATIONS CHANGE.

2. THE TOWN OR ITS DESIGNATED AGENT SHALL RESERVE THE RIGHT TO INSTRUCT THE CONTRACTOR TO SUPPLEMENT OR MODIFY ITS TRAFFIC CONTROL MEASURES IF THE MEASURES ARE DEEMED TO BE INADEQUATE OR INAPPROPRIATE TO THE PROJECT AREA OR WORK CONDITIONS. THIS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF ITS SOLE RESPONSIBILITY FOR THE MAINTENANCE

AND PROTECTION OF TRAFFIC THROUGH ITS PROJECT AREAS.

3. ALL MAINTENANCE AND PROTECTION OF TRAFFIC CONTROL SETUPS, SIGNS, CHANNELIZING DEVICES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.

4. ALL SIGN MOUNTINGS FOR TEMPORARY AND CONSTRUCTION SIGNS SHALL BE IN ACCORDANCE WITH THE R.I.D.O.T. STANDARD

SPECIFICATIONS, LATEST EDITION.

5. THE CONTRACTOR SHALL COVER ALL EXISTING AND/OR TEMPORARY SIGNS THAT ARE NOT RELEVANT TO THE TRAFFIC CONTROL

REQUIRED DURING ANY PARTICULAR STAGE OF THE WORK.

6. THE USE OF FLAGPERSONS OR UNIFORMED TRAFFIC CONTROL SHALL BE COORDINATED BY THE CONTRACTOR. FLAGPERSONS SHALL BE PROPERLY TRAINED PERSONNEL WITH EXPERIENCE IN TRAFFIC CONTROL, AND SHALL BE EQUIPPED WITH ALL NECESSARY AND APPROPRIATE EQUIPMENT AND DEVICES IN ACCORDANCE WITH THE MUTCD TO PERFORM THAT TASK.

7. ADVANCE FLAGPERSON SIGNS (W20-7A) SHALL BE USED IN ADVANCE OF ANY POINT AT WHICH A FLAGPERSON OR A POLICE OFFICER HAS BEEN STATIONED TO CONTROL TRAFFIC. WHEN NEEDED, AN APPROPRIATE DISTANCE MESSAGE MAY BE DISPLAYED ON A SUPPLEMENTAL PLATE (24"x18") BELOW THE FLAGPERSON SYMBOL SIGN. THE SIGN SHALL BE PROMPTLY REMOVED OR

COVERED WHENEVER THE FLAGPERSON IS NOT AT THE STATION.

8. POLYETHYLENE DRUMS SHALL BE UTILIZED AS A CHANNELIZING DEVICE WHEN A TRAFFIC CONTROL SET-UP IS TO REMAIN BEYOND WORKING HOURS WHEN NO WORKERS ARE PRESENT. CONES SHALL BE UTILIZED WHEN A TRAFFIC CONTROL SET-UP IS TO REMAIN ONLY DURING WORKING HOURS AND IS SUBSEQUENTLY BROKEN DOWN AT THE END OF THE WORKDAY.

9. TEMPORARY CONSTRUCTION SIGNS AND OTHER WORK ZONE TRAFFIC CONTROL DEVICES THAT ARE DAMAGED OR REQUIRE RELOCATION SHALL BE REPLACED AND / OR RELOCATED UNDER THE PAY ITEM FOR "MAINTENANCE AND MOVEMENT TRAFFIC

PROTECTION."

10. TEMPORARY CONSTRUCTION SIGNS AND OTHER TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE START OF WORK IN ANY AREA OPEN TO TRAFFIC, AND SHALL BE REMOVED AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER

APPROPRIATE.

11. THE INTENDED VEHICLE PATHS THROUGH EACH WORK ZONE SHALL BE CLEARLY MARKED AT ALL TIMES. WHERE APPLICABLE, TEMPORARY PAVEMENT MARKINGS SHALL BE INSTALLED BEFORE THE END OF THE WORK SHIFT ON ALL MILLED OR NEW ROADWAY

SURFACES THAT WILL BE OPENED TO TRAFFIC AT THE END OF THE SHIFT.

#135 KICKENUIT AVE

WOOD FRAME DWELLING

GARAGE

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MICHAEL DR

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UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

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DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

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REVISIONSNO.

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LOCATION MAP

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ASPHALT

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A

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ASPHALT

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ASPHALT

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COBBLESTONE

COBBLESTONE

SHRUB

EDGE OF PAVEMENT

EDGE OF PAVEMENT

PAVER

DRIVEWAY

ASPHALT

DRIVEWAY

PAVER

APRON

HEDGE

HEDGE

ASPHALT

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#99

WOOD FRAME DWELLING

#107

WOOD FRAME DWELLING

#111

WOOD FRAME DWELLING

#110

WOOD FRAME DWELLING #106

WOOD FRAME DWELLING

#104

WOOD FRAME DWELLING

#100

WOOD FRAME DWELLING

EDGE OF PAVEMENT

AP 65 LOT 58

N/F

REUBEN HAREL & CARLY NAEVE REICH

AP 65 LOT 59

N/F

PATRICK J. BAROSH & SANDRA MAXWELL

AP 65 LOT 60

N/F

MARGARET VENDITUOLI LIVING TRUST

AP 65 LOT 61

N/F

NANCY N. GREENE

AP 65 LOT 62

N/F

JOHN R. TREAT

EAST BAY BIKE PATH

AP 65 LOT 66

N/F

THADDEUS & SUSAN W. LEVANDOWSKI

AP 65 LOT 67

N/F

JOAN KRAVE

AP 65 LOT 68

N/F

JOANN CARTER

AP 65 LOT 69

N/F

FRANK N. CARUSO

LANDSCAPE BED

LANDSCAPE BED

BENCHMARK

NAIL IN UP 20

ELEV.=44.95IRON ROD

FOUNDAPPROXIMATE PROPERTY LINE

APPROXIMATE PROPERTY LINE

WV

S

WV

WV WV

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ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAYLANDSCAPE BED ASPHALT

DRIVEWAY

CONCRETE CURB

ASPHALT

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LANDSCAPE

BED S

T O N E W

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PAVER

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CONCRETE CURB EDGE OF PAVEMENT

EDGE OF PAVEMENT

ASPHALT

DRIVEWAY

LANDSCAPE

BED

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

TIMBER CURB

#75

WOOD FRAME DWELLING

#79

WOOD FRAME DWELLING

#89

WOOD FRAME DWELLING

#91

WOOD FRAME DWELLING

#99

WOOD FRAME DWELLING

W O O D F

R A M E D

W E L L

IN

G

#88

WOOD FRAME DWELLING #80

WOOD FRAME DWELLING #74

WOOD FRAME DWELLING

EDGE OF PAVEMENT

AP 63 LOT 130

N/F

JACQUELINE M. BARRY

AP 65 LOT 55

N/F

MATRONE FAMILY TRUSTAP 65 LOT 56

N/F

THE JOHN M. ANDRADE TRUSTAP 65 LOT 57

N/F

JAMES M. RICCI & CHERYL A. KENNEY

AP 65 LOT 58

N/F

REUBEN HAREL & CARLY NAEVE REICH

AP 65 LOT 70

N/F

OLIVER I. & FELICITY M. KELLY

AP 65 LOT 54

N/F

JEFFREY J. & MARY MACK POPHAM

AP 65 LOT 53

N/F

CRAIG & BARBARA EVANS

AP 63 LOT 129

N/F

JAMES M. & CAROL M. ONEILL

LANDSCAPE BED

STONE WALK LANDSCAPE BED

CONCRETE WALK

BENCHMARK

NAIL IN UP 16

ELEV.=66.07

BOUND

FOUND

BOUND

FOUND

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

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BETA JOB NO.:

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SOIL EROSION SEDIMENTATION CONTROL (SESC) MEASURE NOTE

1. ALL CATCH BASINS AND INLET STRUCTURES SHALL BE

PROTECTED WITH FABRIC INSERTS AND/OR CURB

DEFLECTORS WITHIN THE WORK LIMITS FOR THE DURATION

OF WORK OR UNTIL THE DISTURBED AREA HAS BEEN

PERMANENTLY STABILIZED.

BID DOCUMENTS

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INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

SAWCUT 1' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

EXTEND EXIST. DWY. TO PROP.

GUTTER LINE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

TO MAINTAIN GUTTER FLOW

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

PROP. BERM ACROSS DWY.

TO MAINTAIN GUTTER FLOW

MATCH EXIST. DWY.

MATCH TO EXIST.

PAVER DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT TO MATCH

EXIST. PVMT.

MATCH TO EXIST.

PAVER DWY.

MATCH TO EXIST.

PAVER DWY.

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

R&D EXIST. CONC. CURB

PROP. CONC. CURB

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

R&D EXIST. TIMBER EDGING

PROP. BIT. CONC. BERM

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

MATCH TO EXIST.

CONC. WALKWAY

MATCH TO EXIST.

PAVER DWY.

MATCH TO EXIST.

PAVER DWY.

MATCH TO EXIST.

PAVER DWY.

R&D EXIST. BERM

PROP. BIT. CONC. BERM

PROP. BMP 1 - SAND FILTER

REFER TO SHEET 35

O C

EA

N

V

IE

W D

R

IV

E

MATCH TO EXIST.

STONE WALKWAY

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

AARON AVENUE

PLAN NO. 1

R&D EXIST. CONC. CURB

PROP. CONC. CURB

REMOVE AND DISPOSE EXIST.

STRUCTURE. CONNECT PROP.

STRUCTURE TO EXIST. PIPES

SAWCUT TO MATCH

EXIST. PVMT.

*CONTRACTOR SHALL PROVIDE 4"

DEEP PLANTABLE LOAM AND SEED

ALONG EDGE OF ROADWAY TO

RESTORE GRASSED AREAS (2' MAX.)

RETAIN COBBLESTONE

EDGING

S

WV

WV

S

TIMBER CURB

TIMBER CURB

LANDSCAPE

BED

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

#49

WOOD FRAME DWELLING

#51

WOOD FRAME DWELLING

#59

WOOD FRAME DWELLING

#69

WOOD FRAME DWELLING

#70

WOOD FRAME DWELLING

#62

WOOD FRAME DWELLING

#60

WOOD FRAME DWELLING

HEDGE

EDGE OF PAVEMENT

EDGE OF PAVEMENT

AP 63 LOT 134

N/F

JEFFREY L. & MELISSA L. RAY

AP 63 LOT 133

N/F

RONALD A. BELMOREAP 63 LOT 132

N/F

NATALIE LERO URBAN FAMILY TRUST

AP 63 LOT 131

N/F

PAUL A. & LINDA A. SYLVIA

AP 63 LOT 128

N/F

JENS & MARIE RETLEV AP 63 LOT 127

N/F

RODNEY A. & DONNA J. WHITE

AP 63 LOT 126

N/F

STEVEN & CHRISTINA M. RUFFINO

AP 63 LOT 135

N/F

ADAM & PRISCILLA BARON IRREVOCABLE TRUST

LANDSCAPE BED

LANDSCAPE BED

LANDSCAPE BED

LANDSCAPE BED

LANDSCAPE BED

LANDSCAPE BED

LANDSCAPE BED

BENCHMARK

NAIL IN UP 12

ELEV.=75.08

BOUND

FOUND

BOUND

FOUND

IRON PIPE

FOUND

BOUND

FOUND

S

9 8

S

WV

S

S

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

CONCRETE CURB

LANDSCAPE

BED

CONCRETE CURB

CONCRETE SIDEWALK

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

ASPHALT

DRIVEWAY

WOOD FRAME DWELLING

#40

WOOD FRAME DWELLING

#39

WOOD FRAME DWELLING

#41

WOOD FRAME DWELLING

#43

WOOD FRAME DWELLING

#45

WOOD FRAME DWELLING#47

WOOD FRAME DWELLING

#54

WOOD FRAME DWELLING

#50

WOOD FRAME DWELLING

#46

WOOD FRAME DWELLING

AP 63 LOT 120

RICHARD J. & VANESSA M. MASSE

AP 63 LOT 121

N/F

JOHN E. & CAROLYN M. SCHULTZ

AP 63 LOT 115

N/F

RUSSELL A. & DIANE M. MORRIS

AP 63 LOT 116

N/F

JAMES, MATTHEW & DAVID SALZANO

AP 63 LOT 117

N/F

BRUCE C. & KATHERINE R. HAMPTON

AP 63 LOT 125

N/F

TOWN OF

BRISTOL

AP 63 LOT 118

N/F

THOMAS GALLAGHER & MARILYN SCOVILLE

AP 63 LOT 119

N/F

THOMAS M. CONLEY

AP 63 LOT 124

N/F

ADAM & PRISCILLA BARON IRREVOCABLE TRUST

AP 63 LOT 123

N/F

MARY ANNE D. OBERBECK

AP 63 LOT 122

N/F

LYNN M. EWART

LANDSCAPE BED

CONCRETE

CURB

LANDSCAPE BED

BENCHMARK

NAIL IN UP 72

ELEV.=85.31

BOUND

FOUND

D

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

MAY 2025

DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

DRAWN BY:

REVISIONSNO.

TITLE

PROJECT

SUBCONSULTANT

PREPARED BY

Bristol, RI

2025 ROAD

RESURFACING

PROJECT

AM

20 0 20

SCALE IN FEET: 1"=20'

JC

JL

REGISTERED PROFESSIONAL

5/

/2

1:

P

M N

:\1

\1

BR

IS

TO

L

PA

VI

N

G F

Y

\D

R

AW

IN

G

FI

LE

S\

PL

AN

SE

T\ C

O N

ST

R

U C

TI

O

N P

LA

N

SE

T\

- A

AR

O

N A

VE

N

U E.

D W

G (B

ET

A

ST

B

BW

.S

TB

SOIL EROSION SEDIMENTATION CONTROL (SESC) MEASURE NOTE

1. ALL CATCH BASINS AND INLET STRUCTURES SHALL BE

PROTECTED WITH FABRIC INSERTS AND/OR CURB

DEFLECTORS WITHIN THE WORK LIMITS FOR THE DURATION

OF WORK OR UNTIL THE DISTURBED AREA HAS BEEN

PERMANENTLY STABILIZED.

BID DOCUMENTS

C O

N

TIN

U E O

N

SH

EET 9

N

AD

U S

FE

ET

AARON AVENUE

R&D EXIST. TIMBER CURB

PROP. BIT. CONC. CURB

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 6' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

INSTALL 1' BIT. CONC.

BERM OVER EXIST./ NEW

BASE COURSE

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

C O

N

TIN

U E O

N

SH

EET 7

AARON AVENUE

PLAN NO. 2

R&D EXIST. BERM

PROP. BIT. CONC. BERM

C O

N

TIN

U

E BELO

W

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

AARON AVENUE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

MATCH TO EXIST.

CONC. DWY.

SAWCUT 10' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

PROP. BMP 2 - SAND FILTER

REFER TO SHEET 36

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

R&D EXIST. CONC. CURB

PROP. CONC. CURB

R&D EXIST. CONC. CURB

PROP. CONC. CURB

R&D EXIST. CONC. CURB

PROP. CONC. CURB

C O

N

TIN

U

E ABO

VE

N

AD

U S

FE

ET

R&D EXIST. TIMBER CURB

PROP. BIT. CONC. BERM

INSTALL 1' BIT. CONC.

BERM OVER EXIST./

NEW BASE COURSE

CONTINUE ON SHEET 31

R&D EXIST. CEM. CONC. SIDEWALK

PROP. CEM. CONC. SIDEWALK

(RI STD. 43.1.0)

R&D EXIST. CEM. CONC. SIDEWALK

PROP. CEM. CONC. SIDEWALK

(RI STD. 43.1.0)

SAWCUT 10' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

*CONTRACTOR SHALL PROVIDE 4"

DEEP PLANTABLE LOAM AND SEED

ALONG EDGE OF ROADWAY TO

RESTORE GRASSED AREAS (2' MAX.)

SL

R&D EXIST. CONC. CURB

PROP. CON. CURB

R&D EXIST. CONC. CURB

PROP. CON. CURB

6 4.55

S

ASPHALT

DRIVEWAY

H E D G E

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

H E D G E

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

ASPHALT

DRIVEWAY

#25

WOOD FRAME DWELLING

#22

WOOD FRAME DWELLING

#28

WOOD FRAME DWELLING

#36

WOOD FRAME DWELLING

#35

WOOD FRAME DWELLING

#39

WOOD FRAME DWELLING

CONCRETE CURB

CONCRETE CURB

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

AP 61 LOT 87

N/F

JAMES B. (JR) & KAREN E. HARRINGTON

AP 61 LOT 84

N/F

TIMOTHY P. & DANIELLE B. FRAWLEY

AP 61 LOT 85

N/F

IDA CIRILLO REVOCABLE TRUST

AP 63 LOT 120

N/F

RICHARD J. & VANESSA M. MASSE

AP 61 LOT 88

N/F

JOHN C. REIS

AP 63 LOT 115

N/F

RUSSELL A. & DIANE M. MORRIS

BENCHMARK

X IN SIDEWALK

ELEV.=96.13

4.5

S

S

CONCRETE

DRIVEW

AY

CONCRETE

DRIVEW

AY

H

EDG

E

ASPHALT

DRIVEW

AY

DRIVEW

AY

ASPHALT

DRIVEW

AY

W

OOD FRAM

E DW

ELLING

W

OOD FRAM

E DW

ELLING

W

OOD FRAM

E DW

ELLING

W

OOD FRAM

E DW

ELLING

CONCRETE SIDEWALK

AP 61 LOT 90

N/F

BERNARD J. & SANTINA M

YERS

AP 61 LOT 86

N/F

EILEEN & LINDA BORGES

AP 61 LOT 83

N/F

RICHARD A. LIM

A, M

ICHELLE CONTE-LIM

A & RICHARD A. LIM

A (JR)

AP 61 LOT 84

N/F

TIM

OTHY P. & DANIELLE B. FRAW

LEY

BENCHM

ARK

X IN SIDEW

ALK

ELEV.=96.13

PAVER W

ALK

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

MAY 2025

DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

DRAWN BY:

REVISIONSNO.

TITLE

PROJECT

SUBCONSULTANT

PREPARED BY

Bristol, RI

2025 ROAD

RESURFACING

PROJECT

AM

20 0 20

SCALE IN FEET: 1"=20'

JC

JL

REGISTERED PROFESSIONAL

5/

/2

1:

P

M N

:\1

\1

BR

IS

TO

L

PA

VI

N

G F

Y

\D

R

AW

IN

G

FI

LE

S\

PL

AN

SE

T\ C

O N

ST

R

U C

TI

O

N P

LA

N

SE

T\

- A

AR

O

N A

VE

N

U E.

D W

G (B

ET

A

ST

B

BW

.S

TB

SOIL EROSION SEDIMENTATION CONTROL (SESC) MEASURE NOTE

1. ALL CATCH BASINS AND INLET STRUCTURES SHALL BE

PROTECTED WITH FABRIC INSERTS AND/OR CURB

DEFLECTORS WITHIN THE WORK LIMITS FOR THE DURATION

OF WORK OR UNTIL THE DISTURBED AREA HAS BEEN

PERMANENTLY STABILIZED.

BID DOCUMENTS

C O

N

TIN

U E O

N

SH

EET 10

AARON AVENUE

PLAN NO. 3

C O

N

TIN

U E O

N

SH

EET 8

C O

N

TIN

U

E BELO

W

N

AD

U S

FE

ET

AARON AVENUE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

MATCH TO EXIST.

CONC. DWY.

MATCH TO EXIST.

CONC. DWY.

SAWCUT TO MATCH

EXIST. PVMT.

R&D EXIST. CONC. CURB

PROP. CONC. CURB

R&D EXIST. CONC. CURB

PROP. CONC. CURB

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

TU

R

N

ER

R O

AD

C O

N

TIN

U

E ABO

VE

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

AARON AVENUE

NAD 83

US FEET

R&D EXIST. CONC.

CURB PROP. CONC. CURB

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

MATCH TO EXIST.

CONC. DWY.

R&D EXIST. CONC.

CURB PROP. CONC. CURB

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

*CONTRACTOR SHALL PROVIDE 4"

DEEP PLANTABLE LOAM AND SEED

ALONG EDGE OF ROADWAY TO

RESTORE GRASSED AREAS (2' MAX.)

R&D EXIST. CONC. CURB

PROP. CON. CURB

PROP. CON. CURB

2WV

1-50

WV

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

LANDSCAPE

BED

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

CONCRETE SIDEWALK

A S P H A L T S

ID

E W A L K

A S P H A L T S

ID

E W A L K

#1

WOOD FRAME

DWELLING

W O O D F

R A M E

D W

E L L

IN

G

#1

WOOD FRAME DWELLING

#3

WOOD FRAME DWELLING

#10

WOOD FRAME DWELLING

#14

WOOD FRAME DWELLING

CONCRETE CURB

CONCRETE CURB

C O N C R E T E C

U R B

C O N C R E T E C

U R B

AP 61 LOT 80

N/F

WILLIAM F. (JR) & ANNA V. CONLEY

AP 61 LOT 32

N/F

ELIZABETH A.B. USHER LIVING TRUST

AP 61 LOT 91

N/F

WILLIAM J. & ANNE INGRAM

AP 61 LOT 90

N/F

BERNARD J. & SANTINA MYERS

AP 61 LOT 81

N/F

JORGE TORRES & JULIANNE C. VEDRO TORRES

AP 61 LOT 82

N/F

APRIL AHERN

RICHARD A. LIMA, MICHELLE CONTE-LIMA & RICHARD A. LIMA (JR)

PAVER WALK

STONE WALK

CONCRETE SIDEWALK

BOUND

FOUND

APPROXIMATE PROPERTY LINE

APPROXIMATE PROPERTY LINE

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

MAY 2025

DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

DRAWN BY:

REVISIONSNO.

TITLE

PROJECT

SUBCONSULTANT

PREPARED BY

Bristol, RI

2025 ROAD

RESURFACING

PROJECT

AM

20 0 20

SCALE IN FEET: 1"=20'

JC

JL

REGISTERED PROFESSIONAL

5/

/2

1:

P

M N

:\1

\1

BR

IS

TO

L

PA

VI

N

G F

Y

\D

R

AW

IN

G

FI

LE

S\

PL

AN

SE

T\ C

O N

ST

R

U C

TI

O

N P

LA

N

SE

T\

- A

AR

O

N A

VE

N

U E.

D W

G (B

ET

A

ST

B

BW

.S

TB

SOIL EROSION SEDIMENTATION CONTROL (SESC) MEASURE NOTE

1. ALL CATCH BASINS AND INLET STRUCTURES SHALL BE

PROTECTED WITH FABRIC INSERTS AND/OR CURB

DEFLECTORS WITHIN THE WORK LIMITS FOR THE DURATION

OF WORK OR UNTIL THE DISTURBED AREA HAS BEEN

PERMANENTLY STABILIZED.

BID DOCUMENTS

AARON AVENUE

R&D EXIST. CONC. CURB

PROP. CONC. CURB

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT TO MATCH

EXIST. PVMT.

MATCH TO EXIST.

PAVER. WALKWAY

MATCH TO EXIST.

STONE. WALKWAY

R&D EXIST. CONC. CURB

PROP. CONC. CURB

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

R&D EXIST. CONC. CURB

PROP. CONC. CURB

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

AARON AVENUE

PLAN NO. 4H

O

PE

S

TR

EE

T

(R O

U

TE

)C O

N

TIN

U E O

N

SH

EET 9

N

AD

U S

FE

ET

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

*CONTRACTOR SHALL PROVIDE 4"

DEEP PLANTABLE LOAM AND SEED

ALONG EDGE OF ROADWAY TO

RESTORE GRASSED AREAS (2' MAX.)

SL

PROP. CONC. CURB

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SHEET NO.

SCALE

MAY 2025

DATE

DESIGNED BY:

11535

CHECKED BY:

BETA JOB NO.:

ISSUE DATE:

DRAWN BY:

REVISIONSNO.

TITLE

PROJECT

SUBCONSULTANT

PREPARED BY

Bristol, RI

2025 ROAD

RESURFACING

PROJECT

AM

20 0 20

SCALE IN FEET: 1"=20'

JC

JL

REGISTERED PROFESSIONAL

5/

/2

4:

P

M \\B

ET

A-

IN

C

.C O

M \R

I\T R

AN

S\

0\

- B R

IS

TO

L

PA

VI

N

G F

Y

\D

R

AW

IN

G

FI

LE

S\

PL

AN

SE

T\ C

O N

ST

R

U C

TI

O

N P

LA

N

SE

T\

- A

N

SO

N

IA

A

VE

N U

E.

D

W G

(B

ET

A

ST

B

BW

.S

TB

BID DOCUMENTS

C O

N

TIN

U

E BELO

W

C O

N

TIN

U

E ABO

VE

NAD 83

US FEET

ANSONIA AVENUE

ANSONIA AVENUE

RECLAIM 12" OF EXIST. PAVEMENT STRUCTURE

GRADE AND COMPACT RECLAIMED MATERIAL

TO ACCOMMODATE INSTALLATION OF NEW 1.5"

SURFACE COURSE OVER 2.5" BASE COURSE

REMOVE & DISPOSE EXCESS MATERIAL TO

MAINTAIN EXIST. GRADE

R&D EXIST. BERM

PROP. BIT. CONC. BERM

R&D EXIST. BERM

PROP. BIT. CONC. BERM

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY. SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 5' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT 3' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL 2.5-INCH BIT. CONC. APRON

MATCH EXIST. DWY.

SAWCUT TO MATCH

EXIST. PVMT.

SAWCUT TO MATCH

EXIST. PVMT.

SAWCUT 5' BACK, R&D EXIST. DWY.

GRADE & COMPACT SUBBASE

INSTALL…