2026-CB-036 - Plans.pdf.crdownload

CENTRAL

FALLS

EAST

PROVIDENCE

PRUDENCE

ISLAND

WOONSOCKET

NORTH SMITHFIELD

BURRILLVILLE

GLOCESTER

SMITHFIELD

CUMBERLAND

LINCOLN

NORTH PROVIDENCE PAWTU CKET

PROVIDENCE

JOHNSTON

SCITUATE

FOSTER

CRANSTON

WEST WARWICK

WARWICK

BARRINGTON

WARREN

BRISTOL

EAST GREENWICH

WARWICK

COVENTRY

WEST GREENWICH

EXETER

RICHMOND

HOPKINTON SOUTH KINGSTOWN

NEWPORT

MIDDLETOWNJAMESTOWN

PORTSMOUTH TIVERTON

LITTLE COMPTON

NARRAGANSETT

CHARLESTOWN

WESTERLY

NORTH KINGSTOWN

CENTRAL

FALLS

EAST

PROVIDENCE

PRUDENCE

ISLAND

WOONSOCKET

NORTH SMITHFIELD

BURRILLVILLE

GLOCESTER

SMITHFIELD

CUMBERLAND

LINCOLN

NORTH PROVIDENCE PAWTU CKET

PROVIDENCE

JOHNSTON

SCITUATE

FOSTER

CRANSTON

WEST WARWICK

WARWICK

BARRINGTON

WARREN

BRISTOL

EAST GREENWICH

WARWICK

COVENTRY

WEST GREENWICH

EXETER

MIDDLETOWNJAMESTOWN

PORTSMOUTH TIVERTON

LITTLE COMPTON

NORTH KINGSTOWN

BRIDGE NO. 056301

BRIDGE NO. 093201

R.I. CONTRACT NO. 2026-CB-036 F.A. PROJECT NO. BHO-PRES(020) / 3RD-PRTY(374)

LOCATION MAP

SPECIFICATIONS TO GOVERN THIS PROJECT ARE THE R.I. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FEBRUARY 2026, WITH ALL REVISIONS AND THE STATE AND FEDERAL

SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS.

STANDARD DETAILS FOR THIS PROJECT ARE R.I. STANDARD DETAILS, 1998 EDITION, WITH ALL

REVISIONS.

R.I. STANDARD SPECIFICATIONS AND STANDARD DETAILS

SCALE: N.T.S.

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

LAYOUT PLAN

SCALE: 1" = 30,000'

NAVD 1988

BASE OF LEVELS

SCALES OF DRAWINGS

RI STATE PLANE 1983 US FOOT

INDEX OF DRAWINGS

SHEET

No. DESCRIPTION

1 COVER SHEET

2 STANDARD NOTES NO. 1

3 STANDARD NOTES NO. 2

4 STANDARD PLAN SYMBOLS & STANDARD LEGEND

5 BRIDGE NOTES

BRIDGE NO. 056301

6 BRIDGE GENERAL PLAN

7 - 19 REPAIR DETAILS 1 - 13

BRIDGE NO. 093201

20 BRIDGE GENERAL PLAN

21 - 26 REPAIR DETAILS 1 - 6

TEMPORARY TRAFFIC CONTROL

27-28 TEMPORARY TRAFFIC CONTROL PLAN NO. 1 & 2

CITY OF PAWTUCKET, RI - COUNTY OF PROVIDENCE

CITY OF ATTLEBORO, MA - COUNTY OF BRISTOL

BRIDGE NO. 056301

CITY OF PROVIDENCE, RI - COUNTY OF PROVIDENCE

BRIDGE NO. 093201

SEE INDIVIDUAL PLANS AND DETAILS

HURRICANE EVACUATION ROUTE

THIS PROJECT INCLUDES WORK ON A DESIGNATED

HURRICANE EVACUATION AND DIVERSIONARY ROUTE AS

FOLLOWS:

- INTERSTATE 95, PAWTUCKET, RI (BRIDGE No. 056301)

- SMITHFIELD AVENUE, PROVIDENCE, RI (BRIDGE No. 093201)

REFER TO GENERAL NOTE 18 ON SHEET 2.

www.parecorp.com

PARE CORPORATION

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2026-CB-036

LIMITS OF WORK

PROJECT

AREA

SHEETS 1-26 SHEETS 27-28

7-7-26

UTILITY NOTES:

DRAINAGE AND EROSION CONTROL NOTES:

16. DETENTION AND RETENTION BASINS MAY BE ROUGH GRADED AND STABILIZED WITH

VEGETATION AND/OR OTHER EROSION CONTROL MEASURES AS REQUIRED BY THE ENGINEER

PRIOR TO USE AS TEMPORARY SEDIMENTATION BASINS DURING PROJECT CONSTRUCTION.

FINAL BASIN CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL SOURCES OF SEDIMENT HAVE

BEEN REMOVED AND INFILTRATION IS REESTABLISHED, FINAL ROADSIDE VEGETATION IS

ESTABLISHED AND USE OF TEMPORARY BASINS IS NO LONGER REQUIRED TO COMPLY WITH THE

PLANS, SPECIFICATIONS, AND PERMITS. ANY ISSUES RELATING TO EROSION AND/OR SEDIMENT

TRANSPORT INTO WETLAND AREAS RESULTING FROM SUCH USE OF SEDIMENTATION BASINS

DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY

CORRECTIVE ACTION AND COSTS REQUIRED TO RESOLVE SUCH ISSUES IS THE RESPONSIBILITY

OF THE CONTRACTOR.

17. THE TOE OF ANY FILL SLOPE IS TO REMAIN AT LEAST 1' INSIDE OF ALL EROSION CONTROLS.

UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COVER ANY PORTION OF THE EROSION

CONTROL MEASURES WITH MATERIAL. ANY MATERIAL THAT IS PLACED ON ANY EROSION

CONTROLS BY THE CONTRACTOR, OR ANY AGENT OF THE CONTRACTOR, SHALL BE

IMMEDIATELY REMOVED BY THE CONTRACTOR, AND ANY NECESSARY REPAIRS TO THE EROSION

CONTROLS ACCOMPLISHED.

18. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AT THOSE AREAS INDICATED ON THE PLANS. CLEARING MAY OCCUR PRIOR TO INSTALLATION OF SUCH CONTROLS, HOWEVER NO GRUBBING, GRADING, FILLING, OR OTHER

SOIL DISTURBANCE SHALL OCCUR PRIOR TO INSTALLATION. THE LIMITS OF CLEARING AND

SURFACE DISTURBANCE MUST BE STRICTLY ADHERED TO IN ALL AREAS.

19. ALL COMPOST FILTER SOCK, STRAW BALES, SILT FENCE OR TEMPORARY PROTECTION SHALL

REMAIN IN PLACE UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. IF NEEDED,

TEMPORARY SEEDING CAN HELP TO MINIMIZE EROSION. TEMPORARY SEED WILL CONFORM TO

R.I.D.O.T. STANDARD TEMPORARY SEED MIX.

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

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

21. THE NORMAL ACCEPTABLE SEASONAL SEEDING DATES ARE SPECIFIED IN SUBSECTION L.02.03

OF THE R.I.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION.

22. ALL COSTS ASSOCIATED WITH ADHERENCE TO THE SWPPP SHALL BE CONSIDERED INCIDENTAL

TO THE CONSTRUCTION AND INCLUDED WITH THE COST FOR THE ASSOCIATED BID ITEMS.

ADDITIONAL SEDIMENT AND EROSION CONTROLS, SHALL BE INSTALLED IN ACCORDANCE WITH

THE SWPPP REPORT. THESE ADDITIONAL ITEMS WILL BE PAID AT THE UNIT PRICE FOR THAT BID

ITEM.

23. ANY OBSERVATIONS OF ILLICIT CONNECTIONS OR DISCHARGES TO RIDOT'S DRAINAGE

NETWORK OR OUTFALLS SHALL BE REPORTED TO THE RIDOT STORMWATER UNIT IMMEDIATELY.

DRAINAGE AND EROSION CONTROL NOTES (CONTINUED):GENERAL NOTES:

1. ANY DAMAGE TO EXISTING PAVEMENT, BRIDGES, DRAINAGE STRUCTURES, DRAINAGE

PIPES, INFILTRATION AREAS, ROADSIDE, CONDUIT, SIDEWALK, FENCES, ETC., CAUSED BY

THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE STATE.

2. 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 R.I.D.O.T. STANDARD

SPECIFICATION, LATEST EDITION. EQUIPMENT AND MATERIAL SHALL NOT BE STORED IN

AREAS DESIGNATED FOR STORMWATER INFILTRATION OR OUTSIDE THE L.O.D. WITHOUT

WRITTEN PERMISSION FROM THE ENGINEER.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE EXISTING CONDITIONS

ARE NOT DISTURBED OR OBLITERATED BEFORE SURVEY GROUND CONTROL POINTS ARE

LOCATED, VERIFIED, AND DEEMED ADEQUATE FOR CONSTRUCTION LAYOUT. THE

CONSTRUCTION LAYOUT SHALL BE PROVIDED IN SUFFICIENT DETAIL, THEREBY ENABLING

THE CONTRACTOR TO CONSTRUCT THE PROJECT IN CONFORMITY WITH THE PLANS AND

SPECIFICATIONS. SURVEY WILL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR

SHALL NOT BEGIN CONSTRUCTION ACTIVITIES UNTIL ADEQUATE SURVEY GROUND

CONTROL POINTS HAVE BEEN ESTABLISHED, TIED DOWN, AND VERIFIED IN WRITING BY

THE CONTRACTOR'S PROFESSIONAL LAND SURVEYOR.

4. ALL R.I. STD. 9.9.0 CONSTRUCTION ACCESS ROADS SHALL BE CONSTRUCTED PRIOR TO

ANY ROADWAY ACCEPTING CONSTRUCTION TRAFFIC.

5. THE FREQUENCY AND APPLICATION RATES FOR THE DUST CONTROL ITEMS WILL BE

DETERMINED BY THE CONTRACTOR TO MEET THE REQUIREMENTS OF SECTION 907.

6. ALL SIDEWALK AND DRIVEWAYS DESIGNATED FOR REPLACEMENT SHALL BE CUT AND

MATCHED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

7. ASPHALT EMULSION TACK COAT SHALL BE PLACED PRIOR TO PAVEMENT PLACEMENT ON

THE CONCRETE BASE OR COLD PLANED PAVEMENT, AND ON ANY NEW COURSE WHICH

HAS BEEN OPEN TO TRAFFIC, OR ANY NEW COURSE WHICH HAS BEEN EXPOSED FOR

MORE THAN 7 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 INCIDENTAL

TO THE APPLICABLE PAVEMENT ITEMS.

8. THE LIMITS OF CLEARING AND SURFACE DISTURBANCE SHALL 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 ITS OWN

EXPENSE, PLANTABLE SOIL 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.

9. THE CONTRACTOR WILL NOT BE ALLOWED TO STOCKPILE REMOVED PAVEMENT

MATERIALS WITHIN THE PROJECT LIMITS.

10. CLEANING AND SWEEPING OF PAVEMENT WILL INCLUDE REMOVAL OF ALL PAVEMENT

DEBRIS PRIOR TO THE PLACEMENT OF EACH BITUMINOUS PAVEMENT LIFT. ALL CLEANING

AND SWEEPING SHALL BE DONE TO THE SATISFACTION OF THE ENGINEER. CLEANING

WITH COMPRESSED AIR SHALL ONLY BE ALLOWED WITH THE APPROVAL OF THE

ENGINEER.

11. PRIOR TO INSTALLATION, ALL SIGNS, MOUNTINGS AND LOCATIONS SHALL BE AS SHOWN

ON THE PLANS AND SHOP DRAWINGS OR AS MODIFIED BY THE ENGINEER.

12. THE COORDINATE SYSTEM, IF SHOWN, IS THE RHODE ISLAND STATE PLANE COORDINATE

SYSTEM.

13. PAVEMENT OPERATIONS FOR CURBED SECTIONS: IN AREAS WHERE CURBING IS SET TO

FINISH LINE AND GRADE, THE CONTRACTOR WILL NOT BE REQUIRED TO UTILIZE THE

SENSOR AND SKY-TYPE DEVICE FOR AUTOMATIC GRADE CONTROL, BUT WILL BE

ALLOWED TO MANUALLY ADJUST THE BITUMINOUS PAVER FOR CONTROLLING GRADE.

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

DEBRIS RESULTING FROM THEIR CONSTRUCTION OPERATIONS. ALL DEBRIS SHALL BE

REMOVED TO MAINTAIN THE SAFE TRAVEL OF THE PUBLIC AT NO ADDITIONAL COST TO

THE STATE.

15. NO FUEL STORAGE, VEHICLE REFUELING, OR EQUIPMENT STORAGE SHALL TAKE PLACE IN

DESIGNATED WETLANDS, NOR WITHIN 100' OF ANY WATER BODY. THIS REQUIREMENT

SHALL NOT SUPERSEDE ANY FEDERAL, STATE OR LOCAL LAW, ORDINANCE, RULE OR

REGULATION THAT APPLIES TO THE SAME, UNLESS THIS REQUIREMENT IS MORE

STRINGENT THAN SAID LAW, ORDINANCE, RULE OR REGULATION.

16. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT AT THE END OF FINAL

PAVING OPERATIONS, FLOW TO NEW AND EXISTING DRAINAGE STRUCTURES HAS BEEN

PROPERLY ESTABLISHED AND THAT NO ISOLATED DEPRESSIONS REMAIN. THERE SHALL

BE NO SEPARATE PAYMENT FOR THIS PROVISION; ANY CORRECTIVE ACTION SHALL BE

CONSIDERED INCIDENTAL TO PAVING AND COLD PLANING OPERATIONS.

17. ALL EMBANKMENTS SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 12"

(AFTER COMPACTION) AND SHALL BE COMPACTED AS SPECIFIED BEFORE THE NEXT

LAYER IS PLACED. ALSO, EMBANKMENT CONSTRUCTION SHALL CONFORM TO SECTION

202.03.2 OF THE R.I.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION.

18. IF THIS PROJECT IS ON A HURRICANE EVACUATION AND DIVERSIONARY ROUTE, AS

DESIGNATED ON THE COVERSHEET, THE CONTRACTOR IS ADVISED THAT UPON 12

(TWELVE) HOURS NOTICE THE ROADWAY SHALL BE OPEN TO EVACUEES AND

EMERGENCY PERSONNEL. ANY EXTRA WORK NECESSARY TO COMPLY WITH THIS

REQUIREMENT WILL BE REIMBURSED UNDER FORCE ACCOUNT PROCEDURES.

19. THE CONTRACTOR SHALL READ, BECOME FAMILIAR WITH, AND ADHERE TO ALL OF THE

PROVISIONS, CONDITIONS, AND STIPULATIONS STATED IN THE ENVIRONMENTAL

APPROVALS ISSUED FOR THE PROJECT FROM THE DEPARTMENT OF ENVIRONMENTAL

MANAGEMENT (RIDEM). AND/OR THE ARMY CORPS OF ENGINEERS (ACOE). AND/OR THE

COASTAL RESOURCES MANAGEMENT COUNCIL (CRMC). COPIES OF EACH OF THESE

PERMITS ARE INCLUDED IN THE CS PAGES OF THE CONTRACT DOCUMENTS. ALL COSTS

ASSOCIATED WITH THESE CONDITIONS SHALL BE CONSIDERED INCIDENTAL TO THE

CONSTRUCTION AND INCLUDED WITH THE COST FOR THE ASSOCIATED BID ITEM(S).

20. FOR ALL PROJECTS INVOLVING KNOWN SITE REMEDIATION ISSUES, THE CONTRACTOR

SHALL READ, BECOME FAMILIAR WITH, AND ADHERE TO ALL OF THE CONSTRUCTION

RELATED PROVISIONS, CONDITIONS, AND STIPULATIONS OF ANY REMEDIAL ACTION WORK

AND/OR SOIL MANAGEMENT PLANS DEVELOPED FOR THE PROJECT. COPIES OF THESE

DOCUMENTS ARE INCLUDED IN THE CS PAGES OF THE CONTRACT DOCUMENTS. ALL

COSTS ASSOCIATED WITH COMPLIANCE WITH THESE DOCUMENTS SHALL BE CONSIDERED

INCIDENTAL TO THE CONSTRUCTION AND INCLUDED WITH THE COST FOR THE

ASSOCIATED BID ITEM(S).

21. 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.

22. THE REMAINING SECTION OR STUB OF A BREAKAWAY BASE MAY NOT PROJECT MORE

THAN 4 INCHES ABOVE THE FINISHED GRADE OF A TRAVERSABLE SLOPE IN A CLEAR

ZONE, e.g. SIGN POSTS, LIGHT POLES, FIRE HYDRANTS, ETC.

GENERAL NOTES (CONTINUED):

1. THE CONTRACTOR IS REQUIRED TO ADHERE WITH THE A SITE SPECIFIC STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) IN ORDER TO REMAIN IN COMPLIANCE WITH THE RIPDES

GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL READ, BECOME FAMILIAR WITH, AND ADHERE TO ALL OF

THE PROVISIONS, CONDITIONS, AND STIPULATIONS OF THE GENERAL PERMIT AND THE

SITE-SPECIFIC SWPPP FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING

THE SWPPP AS SITE CONDITIONS WARRANT. A COPY OF THE SWPPP MUST BE ON-SITE AT ALL

TIMES. COPIES OF THESE DOCUMENTS ARE INCLUDED IN THE CS PAGES OF THE CONTRACT

DOCUMENTS.

2. NO UNDISTURBED AREAS SHALL BE GRUBBED 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.

3. 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

ERODIBLE MATERIAL SHALL ALSO BE SEEDED AND RINGED WITH APPROPRIATE SEDIMENT AND

EROSION CONTROL MEASURES TO STABILIZE. STOCKPILES OF CONTAMINATED MATERIALS

MUST BE PLACED ON TOP OF A POLY-ETHYLENE SHEET AND COVERED AT ALL TIMES UNLESS IT

IS AN ACTIVE WORKING PILE.

4. IF THE PLANS INCLUDE SPECIFIC AREAS FOR PLACEMENT OF CONSTRUCTION DEWATERING

BASINS AND/OR EQUIPMENT AND MATERIALS STORAGE AND STOCKPILING, AND IF THE

CONTRACTOR ELECTS TO UTILIZE ANY OTHER AREAS FOR THESE PURPOSES, THIS SHALL BE

APPROVED BY THE ENGINEER ONLY AFTER OBTAINING ANY NECESSARY PERMITS AND/OR

PERMIT MODIFICATIONS FROM THE APPROPRIATE REGULATORY AUTHORITY(IES). ANY

PERMITTING REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL

BE ACCOMPLISHED AT NO COST TO THE STATE. THE ENGINEER WILL COORDINATE SUBMISSION

OF ANY REQUIRED PERMIT APPLICATION MATERIALS WITH THE R.I.D.O.T. ENVIRONMENTAL

DIVISION.

5. SURFACE EROSION CONTROL MATTING SHALL BE USED TO STABILIZE PLANTABLE SOIL AND/OR

LOAM IN ALL DITCHES, ON ALL SLOPES ADJACENT TO WETLANDS AND WETLAND PERIMETERS,

AND ON ALL SLOPES WITHIN WATER QUALITY BASINS. JUTE MESH IN DITCHES SHALL EXTEND TO

AN ELEVATION 2 FEET ABOVE THE BOTTOM OF THE DITCH.

6. SEEDING ON ALL SLOPES 3 TO 1 OR STEEPER SHALL CONSIST OF THE FOLLOWING

APPLICATIONS UNLESS CHANGED IN THE CONTRACT.

a. SEEDING TYPE I.

b. ADHESIVE MULCH STABILIZER

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

2 WEEKS OR THROUGH THE INACTIVE WINTER SEASON.

8. PRIOR TO CONSTRUCTION OPERATIONS, THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL

CATCH BASINS AND FLUSHING THE PIPES, AND THEN VERIFYING THE LOCATION (HORIZONTAL

AND VERTICAL) OF ALL EXISTING PIPES AND/OR STRUCTURES WHICH ARE TO BE CONNECTED.

ANY VARIATION FOUND FROM THE PLANS MUST BE BROUGHT TO THE ENGINEER'S ATTENTION.

9. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN THE PAVED ROADWAY SHALL BE ADJUSTED TO

GRADE WITH THE SURROUNDING PAVEMENT PRIOR TO THE WINTER SHUTDOWN.

10. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

EFFICACY OF THE DRAINAGE SYSTEM. ONCE CONSTRUCTION IS COMPLETED THE CONTRACTOR

IS RESPONSIBLE FOR CLEANING ALL CATCH BASINS AND FLUSHING ALL PIPES OF ANY

CONSTRUCTION RELATED DEBRIS AT NO ADDITIONAL COST.

11. CATCH BASIN RIM GRADES FOR STRUCTURES NOT IN A TRAVEL LANE NOTED ON PLANS ARE

DEPRESSED 0.1' LOWER THAN THE GUTTER GRADE. RIM ELEVATIONS SHOWN ARE FINAL

GRADES. THE CONTRACTOR SHALL PLACE FRAMES AND GRATES 0.1' BELOW THE GRADE

CONSTRUCTED IN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER.

12. PROVISIONS FOR CLEARING TO ACCESS OUTFALLS DURING THE CLEANING AND FLUSHING OF THE CLOSED DRAINAGE SYSTEM SHALL STRICTLY ADHERE TO THE PLANS AND SPECIFICATIONS.

13. THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL DEVICES FOR OUTLET

PROTECTION PRIOR TO CLEANING AND FLUSHING STORM WATER DRAINAGE. SEDIMENT AND

EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL ALL FLUSHED SEDIMENTS ARE

REMOVED. AT ALL OUTFALL LOCATIONS WHERE PIPES ARE TO BE CLEANED AND FLUSHED,

OUTLET PROTECTION (R.I. STD. 9.1.0 0R 9.3.0) SHALL BE INSTALLED TO TRAP SEDIMENTS. THESE

SEDIMENTS SHALL THEN BE REMOVED AND DISPOSED OF LEGALLY BEFORE THE OUTLET

PROTECTION DEVICES ARE REMOVED. IF OUTLET PROTECTION AT THE OUTFALL IS NOT

FEASIBLE, THEN THE OUTLET PIPE OF THE LAST DRAINAGE STRUCTURE TO BE CLEANED SHALL

BE PLUGGED TO CAPTURE ALL MATERIALS FLUSHED FROM PIPES. AFTER THE MATERIALS ARE

REMOVED FROM THE DRAINAGE STRUCTURE, THE OUTLET SHALL BE UNPLUGGED TO RESUME

NORMAL FUNCTIONING.

14. R.I. STD. 9.8.0 BALED STRAW INLET PROTECTION SHALL BE INSTALLED AT ALL CATCH BASINS

AND INLETS WHENEVER SUBBASE IS EXPOSED, AND SHALL REMAIN IN PLACE UNTIL THE

ABUTTING GROUND SURFACES ARE STABILIZED.

15. WHERE BALED STRAW INLET PROTECTION AND SILT FENCES ARE USED AT CATCH BASINS, THEY

SHALL BE REMOVED AT THE END OF THE PROJECT OR AS DIRECTED BY THE ENGINEER IN

ORDER TO PREVENT CLOGGING OF THE INLET.

1. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS USING THE BEST AVAILABLE

INFORMATION AND ARE APPROXIMATE. BUILDING SERVICE CONNECTIONS (ELECTRIC, GAS,

TELEPHONE, WATER AND SANITARY) ARE NOT SHOWN. CONTRACTOR IS TO ASSUME

SERVICES ARE PRESENT TO ALL BUILDINGS.

2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING DRAINAGE AND UTILITIES

BOTH UNDERGROUND AND OVERHEAD BEFORE EXCAVATION BEGINS IN ACCORDANCE WITH

CHAPTER 39-1.2 OF THE R.I. GENERAL LAWS ENTITLED "EXCAVATION NEAR UNDERGROUND

UTILITY FACILITIES", WITH AMENDMENTS EFFECTIVE AS OF NOVEMBER 1, 2009 AND, WHEN

NECESSARY, BY CONTACTING THE INDIVIDUAL UTILITY COMPANIES. EXCAVATION SHALL BE IN

ACCORDANCE WITH ALL STATUTES, ORDINANCES, RULES AND REGULATIONS OF ANY

APPLICABLE CITY, TOWN, STATE OR FEDERAL AGENCY. THE CONTRACTOR SHOULD

UNDERSTAND THAT NOT ALL UTILITIES SUBSCRIBE TO THE DIG SAFE PROGRAM. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AND ENSURE THAT ALL

UTILITIES HAVE BEEN MARKED PRIOR TO COMMENCING THEIR WORK. ANY DAMAGE TO

EXISTING UTILITIES MARKED IN THE FIELD, OR AS A RESULT OF FAILING TO CONTACT THE

APPROPRIATE UTILITY COMPANY, SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL

COST TO THE STATE.

3. ALL EXISTING UTILITIES TO BE ABANDONED SHALL BE CAPPED.

4. EXISTING WATER SERVICES SHALL BE RECONNECTED TO THE NEW WATER MAINS.

5. UTILITY SERVICE CONNECTIONS SHALL BE MAINTAINED TO ALL EXISTING FACILITIES TO

REMAIN.

6. FIRE HYDRANTS SHALL NOT BE REMOVED FROM SERVICE WITHOUT WRITTEN

AUTHORIZATION FROM THE FIRE DEPARTMENT OR THE WATER AUTHORITY.

7. ALL NEW WATER LINES SHALL BE DISINFECTED TO THE SATISFACTION OF THE WATER

AUTHORITY IN ACCORDANCE WITH THE SPECIFICATIONS.

8. ALL UTILITY POLE RELATED WORK SHALL BE BY OTHERS.

9. THE CONTRACTOR SHALL PROVIDE 72-HOUR ADVANCE NOTICE TO THE RIDOT TMC

(401-222-2378) FOR WORK AROUND RIDOT OWNED INFRASTRUCTURE (DRAINAGE, LIGHTING,

ITS EQUIPMENT, TOLL GANTRIES, COUNTING STATIONS, ETC.). ANY DAMAGE TO THIS

INFRASTRUCTURE MARKED IN THE FIELD, OR AS A RESULT OF FAILING TO CONTACT RIDOT IN

ADVANCE, SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE STATE.

STANDARD NOTES NO. 1

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_003_STDNOTES

www.parecorp.com

PARE CORPORATION

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STRUCTURAL NOTES FOR HIGHWAY SIGNS,

1. ALL SALVAGED TRAFFIC SIGNAL EQUIPMENT SHALL BE DELIVERED TO THE R.I.D.O.T.

MAINTENANCE HEADQUARTERS, 360 LINCOLN AVENUE, WARWICK, RHODE ISLAND, 02888.

THE COST FOR DELIVERY IS CONSIDERED INCIDENTAL TO THE WORK.

2. BACK PLATES SHALL BE INSTALLED ON ALL TRAFFIC SIGNAL HEADS.

3. THE CONTRACTOR SHALL SUPPLY AND INSTALL ON THE UPPER LEFT HAND CORNER OF THE

BACK OF THE CONTROLLER CABINET DOOR A LAMINATED INTERSECTION GRAPHIC AND

TABLE DEPICTING THE TRAFFIC DETECTOR RELAY CHANNEL ASSIGNMENTS. THE DIAGRAM

SHALL BE A GRAPHIC OF THE INDIVIDUAL INTERSECTION ORIENTED SIMILAR TO THE PLANS

SHOWING THE LOCATIONS OF EACH OF THE LOOP DETECTORS. THE DIAGRAM SHALL, AT A

MINIMUM, INCLUDE DETECTOR NUMBERS, STREET NAME LABELS, NORTH ARROW, AND

CONTROLLER CABINET LOCATION. THE ASSIGNMENT INFORMATION SHALL BE INCLUDED IN A

TABLE WHICH SHALL INCLUDE, AT A MINIMUM, THE APPROACH NAME, DETECTOR NUMBER,

TERMINAL NUMBER, DETECTOR RACK SLOT NUMBER, RELAY NUMBER, RELAY CHANNEL

NUMBER, AND PHASE ASSOCIATED WITH EACH DETECTOR.

4. TRAFFIC CONTROLLER CABINETS, UNLESS OTHERWISE NOTED, SHALL BE NEMA TS2 TYPE 1

CABINET SIZE 6 ("P" TYPE) WITH NOMINAL DIMENSIONS OF 52"Hx44"Wx24"D.

5. ALL DELAY AND EXTENSION TIMES, AS CALLED FOR ON THE PLANS, FOR PROPOSED LOOP

DETECTORS SHALL BE PROGRAMMED IN THE TRAFFIC SIGNAL CONTROLLER AND NOT THE

DETECTOR RELAY.

6. INSULATED GROUND WIRE SHALL BE PLACED IN ALL PVC CONDUITS AND SHALL BE BONDED

TO GROUND RODS IN ACCORDANCE WITH SECTION T.03 OF THE RHODE ISLAND

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION.

7. THE FINAL POSITION OF SIGNAL HEADS, PEDESTRIAN PUSHBUTTONS, DETECTORS, AND

STOP LINE AND CROSSWALK PAVEMENT MARKINGS SHALL BE AS DIRECTED BY THE

ENGINEER IN THE FIELD ACCORDING TO ACTUAL INTERSECTION CHARACTERISTICS.

8. A 2' MINIMUM BUFFER SHALL BE PROVIDED BETWEEN THE CURB AND ALL LATERAL

OBSTRUCTIONS (INCLUDING ALL SIGNAL POLES AND TRAFFIC/PEDESTRIAN SIGNAL HEADS)

TO PROVIDE ADEQUATE CLEARANCE FOR TURNING VEHICLES.

9. ALL FOUNDATIONS MUST HAVE CONES OR BARRELS BOLTED TO FOUNDATION BASES UNTIL

ACTUAL POLE IS INSTALLED.

10. WHEN PLACING TRAFFIC SIGNAL HANDHOLES OR CONDUIT IN EXISTING PORTLAND CEMENT

CONCRETE SIDEWALKS, THE ENTIRE SIDEWALK SQUARE OF CONCRETE SHALL BE

REPLACED IN ACCORDANCE WITH R.I. STD. 43.1.0. NO PATCHES WILL BE ALLOWED.

11. ALL PEDESTRIAN PUSHBUTTONS SHALL BE COMPLIANT WITH "THE AMERICANS WITH

DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" (ADAAG) AND

SHALL INCLUDE A PRESSURE-ACTIVATED (NON-MOVING) BUTTON. SIGNS APPLICABLE TO

PUSHBUTTON ACTUATION SHALL BE INSTALLED SUCH THAT THE CROSSING ASSIGNED TO

EACH BUTTON IS CLEARLY INDICATED. IF SITE CONDITIONS DO NOT ALLOW PEDESTRIAN

PUSHBUTTONS TO BE INSTALLED WHERE CALLED FOR ON THE PLANS, THE R.I.D.O.T.

TRAFFIC ENGINEERING UNIT SHALL BE CONSULTED WITH THROUGH AN R.F.I. PRIOR TO

INSTALLING THE PUSHBUTTONS. THE FINAL PLACEMENT OF ALL PEDESTRIAN PUSHBUTTONS

SHALL BE IN ACCORDANCE WITH ADAAG AND THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, LATEST EDITION.

12. ALL LOOP DETECTORS SHALL BE CENTERED WITHIN EACH LANE AS DELINEATED, UNLESS

OTHERWISE DIMENSIONED ON PLANS.

13. ALL LOOP DETECTORS SHALL BE CUT INTO THE FINAL PAVEMENT SURFACE COURSE.

14. TRAFFIC SIGNAL CONTROLLERS AND CABINETS SHALL BE PROGRAMMED AND WIRED SO

THAT ANY FIRE PRE-EMPTION SHALL OVERRIDE MANUAL (PUSH BUTTON) OPERATION.

15. THE CONTRACTOR SHALL WORK CONTINUOUSLY TO RESTORE TRAFFIC SIGNAL OPERATION

TO ITS INTENDED PURPOSE WHEN REPLACING THE TRAFFIC SIGNAL EQUIPMENT. A POLICE

DETAIL IS REQUIRED TO DIRECT TRAFFIC AT THE INTERSECTION AT ALL TIMES WHEN THE

TRAFFIC SIGNAL IS INOPERATIVE. AT NO TIME SHALL THE CONTRACTOR LEAVE THE SITE

BEFORE RESTORING FULL TRAFFIC OPERATIONS.

TRAFFIC SIGNAL NOTES: MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:

1. ALL MAINTENANCE AND PROTECTION OF TRAFFIC CONTROL SETUPS, SIGNS,

CHANNELIZING DEVICES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

2. ALL SIGN MOUNTINGS FOR TEMPORARY AND CONSTRUCTION SIGNS SHALL BE IN

ACCORDANCE WITH THE R.I.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION.

3. 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 CONTRACT.

4. 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.

5. POLICE OFFICERS AND FLAGPERSONS SHALL BE UTILIZED AS OUTLINED IN

SECTIONS 913 & 914 OF THE RI STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION.

6. 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.

7. ARROW PANELS SHALL BE SET IN THE FLASHING FOUR CORNERS CAUTION MODE

UNLESS UTILIZED FOR A MERGING TAPER. ARROW PANELS SET IN THE FLASHING

ARROW MODE SHALL NOT BE UTILIZED FOR LANE SHIFTS.

8. TEMPORARY CONSTRUCTION SIGNS AND OTHER WORKZONE 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."

9. THE PRIVATE VEHICLES OF CONSTRUCTION WORKERS SHALL NOT BE PARKED ON

THE TRAVEL LANES OR SHOULDERS. THEY MAY BE PARKED WITHIN THE STATE

RIGHT-OF-WAY ONLY IN AREAS BEYOND THE OUTSIDE EDGE OF THE TRAVEL

LANES AND/OR IN AREAS APPROVED BY THE ENGINEER.

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. APPROVED PAVEMENT MARKINGS SHALL BE INSTALLED

BEFORE THE END OF THE WORK SHIFT ON ALL COLD-PLANED AND NEW

ROADWAY SURFACES THAT WILL BE OPENED TO TRAFFIC AT THE END OF THE

SHIFT. FAILURE TO COMPLY WILL RESULT IN AN ASSESSMENT OF A CHARGE AS

OUTLINED IN SECTION 937 OF THE RI STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION.

ALL SUPPORT DESIGNS AND ASSOCIATED SHOP DRAWING REVIEWS SHALL BE IN

CONFORMANCE WITH THE LATEST EDITION AND REVISIONS, OF THE AASHTO LRFD

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,

AND TRAFFIC SIGNALS, INCLUDING THE LATEST INTERIM SPECIFICATIONS, EXCEPT AS

MODIFIED HEREIN.

LANDSCAPE NOTES:

1. ALL PLANT MATERIAL MUST BE TAGGED AT THE NURSERY (A RECOGNIZED GROWER OF

PLANT MATERIAL) IN ACCORDANCE WITH THE R.I.D.O.T. STANDARD SPECIFICATIONS,

LATEST EDITION. ALL PLANT MATERIAL MUST BE NURSERY GROWN; NO PLANTATION

GROWN PLANT MATERIAL WILL BE ACCEPTED.

2. ALL PLANT SUBSTITUTIONS AND/OR CHANGES IN PLANT LOCATION MUST BE

APPROVED IN ACCORDANCE WITH THE R.I.D.O.T. STANDARD SPECIFICATIONS, LATEST

EDITION.

3. ALL PLANT MATERIAL IS TO BE FIELD LOCATED BY A REPRESENTATIVE FROM THE

R.I.D.O.T. LANDSCAPE ARCHITECTURE UNIT.

4. COORDINATE WITH THE R.I.D.O.T. CONSTRUCTION MANAGER PRIOR TO ALL TRIMMING

AND CLEARING NECESSARY TO COMPLETE THE WORK AS SHOWN ON THE PLANS.

5. ANY TOPSOIL USED AS PLANTABLE SOIL SHALL HAVE A SANDY LOAM TEXTURE

RELATIVELY FREE OF SUBSOIL MATERIAL, STONES, ROOTS, LUMPS OF SOIL, TREE

LIMBS, TRASH OR CONSTRUCTION DEBRIS, AND SHALL CONFORM TO SECTION M.18 OF

THE R.I.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION.

6. ALL TREES AND SHRUBS SHALL BE MULCHED WITH PINE BARK MULCH IN ACCORDANCE

WITH THE R.I.D.O.T. STANDARD SPECIFICATIONS, LATEST EDITION.

7. ALL TREES AND/OR SHRUBS THAT ARE PLANTED AS A BED SHALL BE MULCHED AS A

BED.

8. PROVIDE A MINIMUM 6'-8" BRANCHING STANDARD ON ALL TREES INSTALLED ADJACENT

TO SIDEWALKS AND/OR PEDESTRIAN ACCESS AREAS.

9. THE CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THERE ARE NO

CONTAMINANTS THAT EXCEED THE R.I.D.E.M. PERMISSIBLE LEVELS IN THE SOILS USED

AS LOAM OR PLANTABLE SOIL.

LUMINAIRES AND TRAFFIC SIGNALS:

1.

GENERAL

THE FOLLOWING NOTES SHALL BE INCLUDED ON ALL PLANS AND/OR SHOP DRAWINGS

IN REFERENCE TO ANCHOR BOLTS:

CONSTRUCTION DRAWINGS AND DETAILS

"PRETENSIONING OF ALL ANCHOR NUTS IS REQUIRED, AND SHALL BE

ACCOMPLISHED BY TIGHTENING TO 1/6TH TURN BEYOND THE SNUG-TIGHT

POSITION."

"THE MAXIMUM CLEARANCE BETWEEN THE BOTTOM OF THE LEVELING NUTS

AND THE TOP OF THE CONCRETE IS CRITICAL AND SHALL NOT EXCEED THE

AMOUNT SPECIFIED ON THIS DRAWING."

1.

THE USE OF GROUT UNDER BASE PLATES SHALL GENERALLY NOT BE PERMITTED. IF

SPECIFIC CONDITIONS WARRANT ITS USE, THE GROUT SHALL NOT BE CONSIDERED

LOAD CARRYING; LOADS SHALL BE DIRECTLY SUPPORTED BY THE ANCHOR BOLTS.

ADEQUATE DRAINAGE SHALL BE PROVIDED.

THE DAMPENING EFFECTS OF VIBRATION MITIGATION DEVICES SHALL NOT BE

CONSIDERED IN THE DESIGN OF STRUCTURAL SUPPORTS FOR SIGNS AND TRAFFIC

SIGNALS. IF THE CONTRACTOR CHOOSES TO USE THESE DEVICES FOR WARRANTY

PURPOSES, THE TYPE OF DEVICES PROPOSED SHALL BE APPROVED BY THE

DEPARTMENT PRIOR TO FABRICATION OF SUPPORTS.

2.

3.

STANDARD NOTES NO. 2

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

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DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

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STANDARD PLAN SYMBOLS & STANDARD LEGEND

DESIGN NOTES

1. DESIGN SPECIFICATIONS:

· THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, TENTH EDITION, 2024, INCLUDING ALL INTERIM REVISIONS TO DATE.

· THE RHODE ISLAND BRIDGE DESIGN MANUAL, 2026 EDITION INCLUDING ALL REVISIONS TO DATE.

· OTHER APPLICABLE DESIGN SPECIFICATIONS REFERENCED IN SECTION 1 OF THE RHODE ISLAND LRFD BRIDGE DESIGN

MANUAL.

· THE LATEST REVISION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI STANDARD SPECIFICATIONS).

· IN CASE OF CONFLICT, THE RHODE ISLAND BRIDGE DESIGN MANUAL SHALL GOVERN.

2. THE DESIGN LIVE LOAD FOR STEEL REPAIRS IS THE HL-93 DESIGNATION ADJUSTED FOR DYNAMIC LOAD ALLOWANCE.

STRUCTURAL STEEL:

· AASHTO DESIGNATION M 270, GRADE 50.

PAINTING STRUCTURAL STEEL NOTES

1. NEW STRUCTURAL STEEL SHALL BE PREPARED AND PRIMED IN THE SHOP IN ACCORDANCE WITH SECTION 825 OF THE RI

STANDARD SPECIFICATIONS AND THE STRUCTURAL STEEL NOTES ON THIS SHEET.

2. PRIOR TO INSTALLING NEW REPAIR SHAPES AND PLATES, ALL EXISTING STEEL SURFACES SHALL BE BLAST CLEANED IN ACCORDANCE WITH SSPC-SP6 OR BETTER AND AN EPOXY PASTE SHALL BE APPLIED. BLAST CLEANING LIMITS SHALL ENCOMPASS THE FULL HEIGHT OF THE BEAM AND EXTEND FROM THE END OF THE BEAM TO 1'-0" BEYOND THE REPAIR PLATES AND ANGLES UNLESS OTHERWISE NOTED ON PLANS. ALL EXISTING STEEL THAT IS BLAST CLEANED SHALL RECEIVE

A COAT OF PRIMER PRIOR TO INSTALLING THE REPAIR SHAPES AND PLATES.

3. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING PAINT COMPONENTS MAY CONTAIN HAZARDOUS SUBSTANCES.

REFER TO SPECIAL PROVISION 824.9901 AND THE STANDARD SPECIFICATION FOR ASSOCIATED REQUIREMENTS.

4. THE CONTRACTOR SHALL SUBMIT PAINT COLORS FOR APPROVAL. PAINT COLORS SHALL BE AS FOLLOWS:

· BRIDGE NO. 056301 GREEN FEDERAL STANDARD 24272 SEMI-GLOSS

· BRIDGE NO. 093201 BLUE FEDERAL STANDARD 25183 SEMI-GLOSS

4. THE WORK ASSOCIATED WITH SETTING UP, MAINTAINING AND REMOVING THE CONTAINMENT SYSTEM FOR THE SURFACE PREPARATION AND PAINTING OF THE STRUCTURAL STEEL, SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROPOSED TRANSPORTATION MANAGEMENT PLAN, MAINTENANCE AND PROTECTION OF TRAFFIC PLANS, AND THE APPLICABLE

ENVIRONMENTAL PERMITS.

5. ANY COMPONENT NOT DESIGNATED TO BE REPAIRED SHALL BE ADEQUATELY PROTECTED FROM CLEANING OPERATIONS.

ANY DAMAGE RESULTING FROM CONTRACTOR'S CLEANING OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR TO THE

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

6. WHEN ACCESSING THE SUPERSTRUCTURE FROM ABOVE GROUND, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER CLEARANCES OVER THE ROADWAYS AND FROM RAILROAD FACILITIES. TEMPORARY PROTECTIVE SHIELDING IS

REQUIRED WHEN WORKING ABOVE ROADWAYS AND WITHIN THE RAILROAD RIGHT OF WAY.

GENERAL NOTES

1. ALL CONSTRUCTION INDICATED ON THESE PLANS SHALL BE IN ACCORDANCE WITH:

· THE FEBRUARY 2026 EDITION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI STANDARD SPECIFICATIONS).

· THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, FOURTH EDITION, 2017, INCLUDING THE LATEST INTERIM REVISIONS.

· THE SPECIFICATIONS ACCOMPANYING THESE PLANS.

2. DIMENSIONS, STATIONS, ELEVATIONS AND ANGLES OF THE EXISTING STRUCTURE HAVE BEEN OBTAINED FROM PLANS OF THE ORIGINAL CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS REQUIRED FOR PROPER PERFORMANCE OF THE WORK. FIELD CONDITIONS MAY EXIST WHICH DEVIATE FROM THE DIMENSIONS SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR FABRICATION AND FIT OF THE WORK.

3. ANY DAMAGE TO EXISTING STATE OR PRIVATE PROPERTY CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE.

4. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THEIR EXISTING CONDITIONS PRIOR TO CONSTRUCTION. THIS RESTORATION WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING AN APPROPRIATE LAYDOWN AREA AT NO COST TO THE STATE.

THE USE OF STATE PROPERTIES OR FACILITIES IS NOT GUARANTEED.

6. THE CONTRACTOR SHALL PLACE ALL EQUIPMENT AND MATERIALS IN THEIR FIELD YARD OR AT A SITE APPROVED BY THE ENGINEER. THE EQUIPMENT AND MATERIAL SHALL BE PLACED IN A STORAGE AREA SO AS NOT TO CAUSE A SAFETY HAZARD.

7. THE CONTRACTOR SHALL TAKE THE PROPER PRECAUTION TO ENSURE THE STABILITY OF ALL STRUCTURAL ELEMENTS

DURING CONSTRUCTION UNTIL ALL REPAIRS ARE COMPLETE.

8. THIS PROJECT IS ON A HURRICANE EVACUATION AND DIVERSIONARY ROUTE AS DESIGNATED ON THE COVER SHEET. THE CONTRACTOR IS ADVISED THAT, UPON 12 (TWELVE) HOURS NOTICE, THE ROADWAY SHALL BE OPEN TO EVACUEES AND EMERGENCY PERSONNEL. ANY EXTRA WORK NECESSARY TO COMPLY WITH THIS REQUIREMENT WILL BE REIMBURSED

UNDER FORCE ACCOUNT PROCEDURES.

9. ALL WORK SHALL BE IN COMPLIANCE WITH SECTION 3.6.1 "GENERAL CONDITIONS FOR EXEMPT ACTIVITIES" AND ALL APPLICABLE STANDARDS OF THE RIDEM, DIVISION OF FRESHWATER WETLANDS "RULES AND REGULATIONS FOR THE ADMINISTRATION AND ENFORCEMENT OF THE FRESHWATER WETLANDS ACT." (250-RICR-150-15-3)

10. THE CONTRACTOR SHALL COORDINATE AMTRAK AND THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION IN

ACCORDANCE WITH THE GENERAL PROVISIONS - CONTRACT SPECIFIC.

1. ALL DIMENSIONS AND DETAILS SHOWN FOR THE EXISTING STRUCTURES HAVE BEEN OBTAINED FROM RECORD DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE AND ESTABLISH ALL DIMENSIONS AND DETAILS NECESSARY FOR COMPLETION OF ALL WORK BY FIELD MEASUREMENTS AND SURVEY. ANY DISCREPANCIES REQUIRING MODIFICATIONS TO THE STEEL REPAIR DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY THEREOF, AND ANY MATERIALS ORDERED PRIOR TO SHOP

DRAWING APPROVAL SHALL BE AT THE CONTRACTOR'S OWN RISK.

2. THE CONTRACTOR SHALL VERIFY ALL STEEL REPAIR AREAS AFTER BLAST CLEANING AND BEFORE STEEL FABRICATION TO IDENTIFY ANY ADDITIONAL SECTION LOSS THAT IMPACTS THE LIMITS OF THE REPAIRS. THE CONTRACTOR SHALL RECEIVE APPROVAL FOR ANY INCREASE IN REPAIR LIMITS FROM THE RESIDENT ENGINEER PRIOR TO ORDERING ANY MATERIALS.

ANY MATERIALS ORDERED PRIOR TO SHOP DRAWING APPROVAL SHALL BE AT THE CONTRACTOR'S OWN RISK.

3. EXISTING STEEL SHALL BE PREPARED IN ACCORDANCE WITH THE PAINTING STRUCTURAL STEEL NOTES ON THIS SHEET

PRIOR TO INSTALLING THE REPAIR SHAPES AND PLATES.

4. BOLTS SHALL BE 7/8" DIAMETER ASTM F3125 GRADE A325 HIGH STRENGTH BOLTS IN 15/16" DIAMETER HOLES UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 824 OF THE RI STANDARD SPECIFICATIONS.

5. EXISTING BOLTS REMOVED FROM THE STRUCTURE SHALL NOT BE REUSED.

6. ALL EXISTING STRUCTURAL STEEL SHALL REMAIN UNLESS OTHERWISE NOTED. REMOVAL OF MATERIAL OR DISCONNECTION OF MEMBERS SHALL NOT BE PERMITTED WITHOUT EXPRESS WRITTEN APPROVAL OF THE ENGINEER.

7. THE LIMITS OF THE PROPOSED REPAIRS ARE BASED ON THE LATEST INSPECTION REPORT AND FIELD OBSERVATIONS. UPON BLASTING AND CLEANING OF THE EXISTING STEEL, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND MARKING THE LIMITS OF DETERIORATION TO BE REPAIRED. THESE LIMITS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER

PRIOR TO DEVELOPMENT OF SHOP DRAWINGS FOR PROPOSED STEEL REPAIRS.

8. THE CONTRACTOR SHALL PRE-FIT REPAIR PLATES/ANGLES IN PLACE TO ENSURE NO CONFLICTS PRIOR TO APPLICATION OF EPOXY PASTE. PLATES SHALL THEN BE REINSTALLED OVER PASTE AND FIT SNUG TIGHT. FINAL TIGHTENING SHALL BE

PERFORMED AFTER PAST IS FULLY SET.

9. THE CONTRACTOR SHALL SCHEDULE THE WORK SUCH THAT NO HOLES ARE DRILLED UNTIL ALL REQUIRED REPAIR PLATES/ANCLES ARE ON SITE AND HAVE BEEN PRE-FIT INTO PLACE. INSTALLATION OF REPAIR MATERIALS SHALL BE

COMPLETED IMMEDIATELY AND WITHOUT INTERRUPTION AFTER HOLES HAVE BEEN DRILLED.

STEEL REPAIR GENERAL NOTES

1. FRAMING DIMENSIONS ARE GIVEN ALONG CENTERLINES OF GIRDERS AND ALONG CENTERLINES OF BEARINGS ON

ABUTMENTS AND PIERS.

2. THE SHOPS FABRICATING THE STRUCTURAL STEEL FOR STEEL BEAM REPAIRS, SHALL, AT A MINIMUM, BE CERTIFIED FOR "SIMPLE STEEL BRIDGES (SBR)" IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM OR EQUIVALENT.

THE SHOPS SHALL ALSO BE CERTIFIED UNDER THE AISC "SOPHISTICATED PAINT ENDORSEMENT (SPE)" QUALITY

PROGRAM OR THE SSPC-QP3 PAINT CERTIFICATION PROGRAM.

THE FABRICATOR MUST SUBMIT PROOF OF CURRENT CERTIFICATION AS SPECIFIED.

3. THE STEEL ERECTOR/CONTRACTOR FOR THIS PROJECT SHALL BE CERTIFIED FOR "ADVANCED CERTIFIED STEEL ERECTOR (ASCE)" IN ACCORDANCE WITH THE AISC QUALITY CERTIFICATION PROGRAM. THE ERECTOR/CONTRACTOR OF THE STRUCTURAL STEEL SHALL BE REQUIRED TO SUBMIT PROOF OF CURRENT CERTIFICATION AS SPECIFIED.

4. SHOP DRAWINGS FOR ALL FABRICATED STEEL AND FALSEWORK SHALL BE SUBMITTED TO THE ENGINEER IN SUFFICIENT

TIME TO PERMIT CAREFUL CHECKING PRIOR TO FABRICATION.

5. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE LATEST PROVISIONS OF AASHTO DESIGNATION M 270, GRADE 50 UNLESS OTHERWISE NOTED.

6. UNLESS OTHERWISE SHOWN ON THE PLANS, AASHTO M 270 STRUCTURAL STEEL USED FOR BEAM REPAIRS SHALL MEET THE ZONE 2 CHARPY V-NOTCH FRACTURE TOUGHNESS TEST REQUIREMENTS AS SPECIFIED IN TABLE 6.6.2-2 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR "NONFRACTURE-CRITICAL". THE ZONE 2 FRACTURE TOUGHNESS

REQUIREMENTS ARE AS FOLLOWS:

GRADE 50: 15 FT-LBS @ 40'F (UP TO AND INCLUDING 2 INCHES THICK)

SAMPLING AND TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AASHTO T 243. THE FREQUENCY OF TESTING

SHALL BE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.

7. WHERE ANGLES ARE PROPOSED, THE CONTRACTOR MAY ELECT TO USE BENT PLATES OF EQUIVALENT THICKNESSES AND

LEG LENGTHS.

8. ALL HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 824 OF THE RI STANDARD SPECIFICATIONS. ALL BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325, AND SHALL BE MECHANICALLY GALVANIZED.

9. WASHERS MEETING ASTM F436 ARE TO BE USED OVER ALL HOLES THAT ARE MORE THAN 1/16" IN DIAMETER GREATER THAN

THE BOLT DIAMETER AND UNDER ALL PARTS TURNED DURING ASSEMBLY.

10. PRIOR TO FABRICATION, ALL NEW MATERIALS SHALL BE SOLVENT CLEANED TO SSPC-SP1 TO REMOVE ALL OIL, GREASE AND DIRT, FOLLOWED BY BLAST-CLEANING TO SSPC-SP10 TO REMOVE ALL MILL SCALE, RUST, AND OTHER DELETERIOUS

MATERIALS FROM THE SURFACES OF THE STEEL TO BE FABRICATED.

11. PRIOR TO SHOP COATING AS SPECIFIED IN SECTION 825 OF THE RI STANDARD SPECIFICATIONS, ALL CORNERS AND EDGES OF STEEL WHICH HAVE BEEN FLAME CUT OR OTHERWISE HARDENED SHALL BE SOFTENED BY GRINDING OR

BLAST-CLEANING TO PROVIDE A SURFACE SUITABLE FOR APPLICATION OF THE PRIMER COAT.

12. BOLTED CONNECTIONS SHALL BE DESIGNED AS SLIP-CRITICAL CONNECTIONS. THE FAYING SURFACES SHALL SATISFY CLASS B SURFACE CONDITION AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.

13. WHEN STEEL DIE STAMPS ARE USED TO IDENTIFY PIECES AND MEMBERS, FABRICATORS SHALL UTILIZE LOW STRESS

STAMPS.

STRUCTURAL STEEL NOTES

MATERIALS

1. DESIGN WIND PRESSURES FOR CONSTRUCTION:

MINIMUM WIND PRESSURES TO BE USED BY THE CONTRACTOR FOR DESIGN DURING THE CONSTRUCTION CONTRACT

(WITH THE EXCEPTION OF SIGNS) SHALL BE FROM THE FOLLOWING TABLE:

TABLE NOTES

A. APPLICATION OF THE TABULAR PRESSURE:

· BRIDGE COMPONENTS DURING CONSTRUCTION, PRIOR TO THE INSTALLATION OF THE PERMANENT BRACING

SYSTEMS, NOT INCLUDING CRANE LIFTING.

· FALSE WORK, SHORING, AND SCAFFOLDING AS DEFINED IN FHWA “GUIDE DESIGN SPECIFICATION FOR BRIDGE

TEMPORARY WORKS”, EXCLUDING 3-DIMENSIONAL LATTICED OR TRUSSED FRAMES OR TOWERS;

· TEMPORARY SHIELDING.

WIND PRESSURES FOR ALL OTHER STRUCTURES SHALL BE CALCULATED BASED ON ASCE “DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION”, SEI/ASCE 37-02 (ALL REFERENCES TO THE ASCE 7 IN THE SEI/ASCE 37-02 PUBLICATION, SHALL BE THE LATEST REVISION OF ASCE 7). THE EXPOSURE CATEGORY SHALL BE C.

B. WHERE APPLICABLE, HIGHER AMTRAK WIND REQUIREMENTS SHALL SUPERSEDE THESE REQUIREMENTS.

2. DESIGN OF ALL TEMPORARY CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION AND REVISIONS TO THE AASHTO LRFD BRIDGE DESIGN AND CONSTRUCTION SPECIFICATIONS (AASHTO LRFD). ALL SHOP DRAWINGS, WORKING

DRAWINGS, AND APPLICABLE CALCULATIONS SHALL BE BASED ON AASHTO LRFD.

GENERAL NOTES REGARDING TEMPORARY CONSTRUCTION CONDITIONS

33UP TO 17'

HEIGHT ABOVE

GROUND

WIND PRESSURE

(PSF)

37OVER 17' AND UP TO 33'

OVER 33' AND UP TO 50'

OVER 50' AND UP TO 75'

OVER 75' AND UP TO 100'

1. THE CONTRACTOR SHALL PROVIDE TEMPORARY RHODEWORKS SIGNS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND R.I. STD. 29.1.2. TWO SIGNS SHALL BE PROVIDED AT EACH OF THE TWO BRIDGES IN THIS CONTRACT.

PAYMENT FOR THESE SIGNS SHALL BE CONSIDERED INCIDENTAL TO ITEM CODE 937.0100.

RHODEWORKS SIGNS

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_XXX_BRIDGE_NOTES

www.parecorp.com

PARE CORPORATION

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BRIDGE NOTES

MASSACHUSETTS

STATE LINE

(APPROXIMATE)

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_XXX_BRIDGE GENERAL PLAN

www.parecorp.com

PARE CORPORATION

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0 2.0' 4.0' 8.0'

Scale: 1"=4'

SCALE: 1"=20'-0"

- PROPOSED GIRDER END REPAIR

- TEMPORARY SHORING

BRIDGE GENERAL PLAN

LEGEND

REPAIR 2

NOTES

1. THE REPAIR LOCATIONS SHOWN ARE BASED ON OBSERVATIONS AND

MEASUREMENTS FROM THE APRIL 2026 ROUTINE BRIDGE INSPECTION, THE

MAY 2020 BRIDGE LOAD RATING REPORT, AND JUNE 2026 FIELD

OBSERVATIONS BY PARE CORPORATION.

2. CONTRACTOR SHALL BE AWARE OF AN OVERHEAD WIRE ALONG PIER 4 AND

SHALL PLAN THE WORK ACCORDINGLY. UTILITY RELOCATIONS ARE NOT

ANTICIPATED. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A PLAN TO

AVOID AND PROTECT THE UTILITY THROUGHOUT CONSTRUCTION.

3. TEMPORARY SHORING TO BE INSTALLED AT ALL STEEL REPAIR LOCATIONS.

SEE SPECIAL PROVISION 824.9901.

4. TIMBER BLOCKING IS PRESENT AT REPAIR LOCATION 1. THE BLOCKING

SHALL NOT BE REMOVED WITHOUT TEMPORARY SHORING IN PLACE. THE

CONTRACTOR SHALL REMOVE AND DISPOSE THE TIMBER BLOCKING, AND

THE COST SHALL BE CONSIDERED INCIDENTAL TO THE WORK.

BRIDGE NO. 056301

BRIDGE GENERAL PLAN

REPAIR 1

APPROXIMATE LOCATION OF OVERHEAD WIRE

REPAIR 3 REPAIR 4

REPAIR 5

REPAIR 6

REPAIR 7

REPAIR 8

REPAIR 9 REPAIR 10

REPAIR 11

REPAIR 12

REPAIR 13

SP

'-0

2"

10"±

3"

4" (TYP.)

2" (TYP.)

PROP. 6'-0" BENT

PLATE 8X6X5

EXIST. 30 WF 99

EXISTING

CONNECTION

PLATE

PROP. BENT

PLATE 10X5X5

4"

2"

2"

EAST ELEVATION

4" (TYP.)

4" 8"

BEAM END REPAIR 1 SECTION

SCALE: 11

2" = 1'-0"

B O

LT

S

EQ

U

AL

LY

S

PA

C

ED

" O .C

21 4" 2"

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

PROP. 58" BENT PLATE

TIGHT FIT

(TYP.)

PROP. 58" WEB PLATE

BEAM END REPAIR 1 SECTION

SCALE: 11

2" = 1'-0"

PROP. 58"

WEB PLATE

PROP.

BENT

PLATE

10X5X5

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

TIGHT FIT

(TYP.) 5"

BEAM END REPAIR 1 SECTION

SCALE: 11

2" = 1'-0"

PROP. BENT

PLATE 8X6X5

(TYP.)

2" 2"

EXISTING BEAM

6" (TYP.)

4" (TYP.)

2"

PROP. 6'- 0" LG.

BENT PLATE

8X6X5

4"

2"

2"

WEST ELEVATION

PROP.

28 5

16±"X10"X5 8"

PLATE

(V.I.F.)

EXIST. 30 WF 99

4"8"

BEAM END REPAIR 1 SECTION

SCALE: 11

2" = 1'-0"

EXIST. 38" CONNECTION

PLATE

PROP. BENT

PLATE 8X6X5

8"

(TYP.)

EXISTING WEB

EXISTING FLANGE

PROP. BENT

PLATE 10X5X5

6'-0"

6" (T

YP

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_XXX_REPAIR_DETAILS

www.parecorp.com

PARE CORPORATION

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Scale: 1"=4'

BEAM END REPAIR 1 DETAIL

SCALE: 11

2" = 1'-0"

NO EXISTING CONNECTION PLATE THIS SIDE OF WEB. MATCH

BOLT LOCATIONS FROM EAST ELEVATION.

NOTE:

BRIDGE NO. 056301

REPAIR DETAILS 1

'-0

2"

4" (TYP.)

PROP. 5'-0"X12"X5

8" BENT

PLATE

2"

2"

3"3"

PROP. 2'-4- 5

16"X18"X5

8" WEB

PLATE

WEST ELEVATION

EXIST. 30 WF 99

4" (T

YP

18"

3 SP. @ 4"= 12"

BEAM END REPAIR 2 SECTION

SCALE: 11

2" = 1'-0"

B O

LT

S

EQ

U

AL

LY

S

PA

C

ED

" O .C

2"

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

PROP. 58" WEB PLATE (TYP.)

TIGHT FIT

(TYP.)

EXIST. CONNECTION

PLATE

BEAM END REPAIR 2 SECTION

SCALE: 11

2" = 1'-0"

PROP. 58" WEB PLATE (TYP.)

EXISTING BEAM

PROP. BENT

PLATE

12X6X5

8 (TYP.)

2" 2"

6" (TYP.)

BEAM END REPAIR 2 SECTION

SCALE: 11

2" = 1'-0"

EXIST. 38"

CONNECTION

PLATE

PROP. 58" WEB PLATE (TYP.) EXISTING WEB

EXISTING FLANGE

18" 5'-0"

PROP. BENT

PLATE 12X6X5

8"

(TYP.)

SP

'-0

2"

4" (TYP.)

PROP. 4'-11-5/8"±X12"X5

8"

WEB PLATE

2" (T

YP

2" (TYP.)

3"

21 4"

8"

EXIST. 38"± CONNECTION

PLATE

PROP. 2'-4- 5

16"±X173

4"X5

8" WEB

PLATE

3"

EAST ELEVATION

EXIST. 30 WF 99

18"

3 SP. @ 4"= 12"

4" (T

YP

BEAM END REPAIR 2 DETAIL

SCALE: 11

2" = 1'-0"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_XXX_REPAIR_DETAILS

www.parecorp.com

PARE CORPORATION

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Scale: 1"=4'

BRIDGE NO. 056301

REPAIR DETAILS 2

NO EXISTING CONNECTION PLATE THIS SIDE OF WEB. MATCH

BOLT LOCATIONS FROM EAST ELEVATION.

NOTE:

EAST ELEVATION

4" (TYP.)

2"

PROP. 11'-9-58" BENT

PLATE 8X6X5

3"

10"

PROP. 10" BENT

PLATE 8X6X5

EXIST. 36 WF 150

2" 4" 8"

EXIST. 38" CONNECTION

PLATE

BEAM END REPAIR 3 SECTION

SCALE: 11

2" = 1'-0"

EXIST. 38" CONNECTION

PLATE

PROP BENT

PLATE 8X6X5

(TYP.)

6" (TYP.)

BEAM END REPAIR 3 SECTION

SCALE: 11

2" = 1'-0"

PROP BENT

PLATE 8X6X5

(TYP.)

6" (TYP.)

8"

EXISTING BEAM

BEAM END REPAIR 3 SECTION

SCALE: 11

2" = 1'-0"

EXIST. 38" CONNECTION

PLATE

PROP. BENT

PLATE 8X6X5

8"

(TYP.) EXISTING WEB

EXISTING FLANGE

6" (T

YP

12'-8" (TYP.)

22'-6" LIMITS OF PAINTING

4" (TYP.)

2"

PROP. 12'-8" BENT

PLATE 8X6X5

2"

2"

WEST ELEVATION

4"

2"

4" (TYP.)

EXIST. 36 WF 150

12'-8" (TYP.)

BEAM END REPAIR 3 DETAIL

SCALE: 11

2" = 1'-0"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_XXX_REPAIR_DETAILS

www.parecorp.com

PARE CORPORATION

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Scale: 1"=4'

BRIDGE NO. 056301

REPAIR DETAILS 3

BEAM END REPAIR 3 DETAIL

SCALE: 11

2" = 1'-0"

2"

11 12

3"

PROP.

12"X6"X5 8"

WEB PLATE

WEST ELEVATION

B O

LT

S

EQ

U

AL

LY

S

PA

C

ED

" O .C

3" 3"

PROP.

BENT

PLATE

6X5X 58

EXIST. 36 WF 150

BEAM END REPAIR 4 SECTION

SCALE: 11

2" = 1'-0"

2"

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

PROP. 58" WEB PLATE (TYP.)

TIGHT FIT

(TYP.)

SP

'-8

2"

EXISTING BEAM

EXISTING CONN.

PLATE

BEAM END REPAIR 4 SECTION

SCALE: 11

2" = 1'-0"

PROP. L6X5X5

8 (TYP.)

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

EXISTING BEAM

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

TIGHT FIT

(TYP.)

SP

'-8

2" 2"

EXIST. 38" CONNECTION PLATE

PROP.

12"X6"X5

8" WEB

PLATE

EAST ELEVATION

EXIST. 36 WF 150

BEAM END REPAIR 4 SECTION

SCALE: 11

2" = 1'-0"

EXIST. 38" CONNECTION

PLATE

EXISTING WEB

EXISTING FLANGE

PROP. BENT

PLATE 6X5X5

8"

PROP. 58" WEB

PLATE (TYP.)

0'-6"

BEAM END REPAIR 4 DETAIL

SCALE: 11

2" = 1'-0"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_XXX_REPAIR_DETAILS

www.parecorp.com

PARE CORPORATION

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Scale: 1"=4'

REPAIR DETAILS 4

PROP. 6'-4" x 8" x 58"

PLATE

2"

EXISTING

CONNECTION

PLATE

B O

LT

S

EQ

U

AL

LY

S

PA

C

ED

" O .C

3" 3"

4" 4"

PROP. 33-15

16" ±x 10" x 58"

BENT PLATE

EXIST. 36 WF 150

2" 4" 8"

BEAM END REPAIR 5 SECTION

SCALE: 11

2" = 1'-0"

PROP. 58" WEB PLATE (TYP.) PROP. 58" BENT

PLATE

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

EXISTING CONN.

PLATE

TIGHT FIT

(TYP.)

BEAM END REPAIR 5 SECTION

SCALE: 11

2" = 1'-0"

PROP. 58" WEB PLATE (TYP.)

EXISTING BEAM

GRIND CORNER OF PLATE AS

NECESSARY TO CLEAR FILLET

(TYP.)

TIGHT FIT

(TYP.)

BEAM END REPAIR 5 SECTION

SCALE: 11

2" = 1'-0"

EXIST. 38" CONNECTION

PLATE

EXISTING WEB

EXISTING FLANGE

PROP. 58"

BENT

PLATE

18°±

7'-23 8"

WEST ELEVATION

4" (TYP.)

PROP. 33-15

16"± X 35"±

X 58" PLATE

2"

4"

3" 3"

35"±

PROP.

3'-7-1

8"X8"X5 8"

PLATE

8"21

2"

BO

LTS

EQ

U

ALLY SPAC

ED

4" O

.C

EXIST. 36 WF 150

4"

(TYP.) 51

2"

4"8"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLANDSTATEWIDE

2026-CB-036 2026 28

PRESERVATION REPAIRS – PLEASANT VIEW

AND SMITHFIELD AVE RR BRIDGES

2601W_V1_X…