RHODE ISLANDREVISIONS REVISIONS

NO. DATE BY NO. DATE BY

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

RHODE ISLANDREVISIONS REVISIONS

NO. DATE BY NO. DATE BY

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

W:\ACTIVE PROJECT YEARS\2024\3833OC-2 BRIDGE GROUP 15F – BARRINGTON BRIDGE ROUTE 114 OVER BARRINGTON RIVER\DRAWINGS\CIVIL\SHEET\FINAL PLANS\100% SUBMISSION PLANS\SHEET SET\02 STANDARD PLAN SYMBOLS AND STANDARD LEGEND.DWG PER DPM 450.06

STANDARD PLAN SYMBOLS AND STANDARD LEGENDS

01/28/26

MG

SS

30220262025-CB-033

BARRINGTON

SCALE: NOT TO SCALE

CURB SETTING DETAIL

REMOVE AND DISPOSE TELEPHONE DUCT BANKS

TREE PROTECTION DEVICE

SHRUB PROTECTION DEVICE

LOG AND HAY CHECK DAM

GRANITE CURB (STRAIGHT)

GRANITE CURB (CIRCULAR)

LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE

PRECAST TYPE "A" HANDHOLE

TIE EXISTING PIPE INTO NEW STRUCTURE

4" WOOD CHIP MULCH

DETECTABLE WARNING SYSTEM

IMPACT ATTENUATOR

COLD PLANE

PAVED WATERWAY

PRECAST 4'-0" OR 6'-0" SQUARE MANHOLE OR CATCH BASIN

CONSTRUCTION ACCESS

PRECAST CONCRETE SLOPED FACE CURB (STRAIGHT)

PRECAST CONCRETE SLOPED FACE CURB (CIRCULAR)

PRECAST CONCRETE SLOPED FACE TRANSITION CURB

6'-0" GRANITE TRANSITION CURB

GRANITE 2'-0" RADIUS CORNER

ASPHALT BERM

RIP-RAP DITCH

BITUMINOUS CONCRETE LIP CURB

BALED HAY DITCH AND SWALE EROSION CHECK

PAVED DITCH

GRANITE APRON STONE (FOR ROUND CATCH BASIN)

BALED HAY DITCH EROSION CHECK AND SILT FENCE COMBINED

DEWATERING BASIN

STONE MASONRY STEPS

CONCRETE RETAINING WALL

WET STONE MASONRY RETAINING WALL

BALED HAY CATCH BASIN INLET PROTECTION

RUBBLE MASONRY WALL

GRANITE APRON STONE (FOR SQUARE CATCH BASIN)

PRECAST CONCRETE DROP INLET

PRECAST 4'-0", 5'-0", OR 6'-0" ROUND CATCH BASIN

LIGHT-DUTY SQUARE FRAME AND ROUND COVER

HIGH CAPACITY FRAME AND GRATE

SQUARE FRAME AND GRATE (BICYCLE SAFE)

LIGHT-DUTY ROUND FRAME AND COVER

HEAVY-DUTY ROUND FRAME AND COVER

PRECAST CONCRETE DROP INLET LATERAL OUTLET

PRECAST CONCRETE DROP INLET LONGITUDINAL OUTLET

HIGH CAPACITY FRAME AND GRATE (BICYCLE SAFE)

CATCH BASIN AND MANHOLE STEP

ROUND FRAME AND GRATE

PRECAST CONCRETE CURB (STRAIGHT)

PRECAST CONCRETE CURB (CIRCULAR)

PRECAST CONCRETE INLET STONE (FOR SQUARE CATCH BASIN)

PRECAST CONCRETE INLET STONE (FOR ROUND CATCH BASIN)

PRECAST CONCRETE APRON STONE (FOR SQUARE CATCH BASIN)

PRECAST CONCRETE APRON STONE (FOR ROUND CATCH BASIN)

6'-0" PRECAST CONCRETE TRANSITION CURB

3'-0' PRECAST CONCRETE TRANSITION CURB

DRIVEWAY DEVELOPMENT FOR 6'-0" TRANSITION CURB

FLARED GUARDRAIL END TREATMENT

NEW FIRE HYDRANT WITH GATE VALVE

TIE NEW PIPE INTO EXISTING STRUCTURE

LIMIT OF DISTURBANCE

CEMENT CONCRETE DRIVEWAYS

STEEL BEAM GUARDRAIL REFLECTORIZED TRIANGULAR DELINEATOR

STEEL BEAM GUARDRAIL TERMINAL END SECTION

STEEL BEAM GUARDRAIL ANCHORAGE TRAILING END SECTION

STEEL BEAM GUARDRAIL CONNECTION TO NEW END POST

STEEL BEAM GUARDRAIL THRIE BEAM TRANSITION PANEL

ASPHALT SIDEWALK

CEMENT CONCRETE SIDEWALK

BARRIER MOUNTED DELINEATOR

WHEELCHAIR RAMP

WHEELCHAIR RAMP FOR LIMITED RIGHT-OF-WAY AREAS

DRIVEWAY DEVELOPMENT FOR 3'-0" TRANSITION CURB

PVC PLASTIC PIPE TYPE III BARRICADE

POLYETHYLENE DRUM WITH MARKINGS

CHAIN LINK FENCE 3'-0" TO 4'-0"

CHAIN LINK FENCE 5'-0" TO 6'-0"

STEEL BEAM GUARDRAIL, TL-2

STEEL BEAM GUARDRAIL, TL-3

CHAIN LINK FENCE 5'-0" TO 6'-0" INTERMEDIATE POST

WOVEN WIRE RIGHT-OF-WAY FENCE (STEEL POST)

STEEL BEAM GUARDRAIL DOUBLE FACE ASSEMBLY

ALUMINUM LIGHTING STANDARDS

PRECAST TYPE "B" HEAVY DUTY HANDHOLE

STREET SIGN MOUNTING DETAIL

POST AND MOUNTINGS FOR RURAL MAILBOX

CONCRETE HIGHWAY BOUND

POST AND MULTIPLE MOUNTINGS FOR RURAL MAILBOXES

CONCRETE HEADWALLS FOR PIPE CULVERTS

PRECAST CONCRETE FLARED END SECTION

BRICK/SOLID BLOCK 4'-0" ROUND MANHOLE

BRICK/SOLID BLOCK 5'-0" OR 6'-0" ROUND MANHOLE

BRICK/SOLID BLOCK TYPE "D" ROUND CATCH BASIN

BRICK/SOLID BLOCK TYPE "F" SQUARE CATCH BASIN

BRICK/SOLID BLOCK ROUND CATCH BASIN WITH GUTTER INLET

BRICK/SOLID BLOCK TYPE "R" CATCH BASIN

PRECAST 6'-0" ROUND MANHOLE

RELOCATE UTILITY POLE (BY OTHERS)

R.I.D.O.T. COMMUNICATIONS MANHOLE

RIP-RAP PAD (SEE DETAIL)

NOT IN THIS CONSTRUCTION CONTRACT

IMPERVIOUS DITCH LINER

REMOVE AND RELOCATE SIGN

FILTER FABRIC RIPRAP FLARED END UNDERLAYMENT

4" PLANTABLE SOIL AND SEED

REMOVE AND STOCKPILE TRAFFIC SIGNAL SYSTEM

REMOVE AND STOCKPILE GUARDRAIL

CLEARING AND GRUBBING

WITH GUTTER INLET

EDGING, STRAIGHT, CIRCULAR (ALL TYPES)

CLEAN CATCH BASIN

CLEAN AND FLUSH PIPE

REMOVE, HANDLE, HAUL, TRIM, RESET CURB

RECONSTRUCT TYPE "D" CATCH BASIN, TO CATCH BASIN

CLEAN MANHOLE

12" EPOXY RESIN PAVEMENT MARKINGS - WHITE

4" EPOXY RESIN PAVEMENT MARKINGS - YELLOW

4" EPOXY RESIN PAVEMENT MARKINGS - DOUBLE YELLOW

PERMANENT CHECK DAM

LIMIT OF REGRADING

STONE BAFFLE

REMOVE PAVEMENT MARKINGS

PRECAST MEDIAN BARRIER TRANSITION UNIT

SINGLE-FACED PRECAST MEDIAN BARRIER

BI-DIRECTIONAL CONTROL DEVICE

CONCRETE THRUST BLOCK

4.2.1

4.2.0

3.4.3

3.4.1

3.7.0

3.4.0

3.4.5

1.1.0

1.3.0

2.1.0

2.3.0

3.2.0

3.3.2

3.3.0

DRIP LINE TREE PROTECTION DEVICE

GRANITE TRANSITION CURB (VERTICAL FACE TO SLOPE FACE)

GRANITE SLOPED FACE TRANSITION CURB

GRANITE SLOPED FACE CURB

GRANITE INLET STONE (FOR ROUND CATCH BASIN)

GRANITE INLET STONE (FOR SQUARE CATCH BASIN)

PRECAST 2'-0" RADIUS CORNER

SQUARE FRAME AND GRATE

TREE WELL

HEAVY DUTY SQUARE FRAME AND ROUND COVER

SOLID BLOCK SHALLOW 5'-0" OR 6'-0" SQUARE CATCH BASIN

BRICK/SOLID BLOCK TYPE "F" ROUND CATCH BASIN

BRICK/SOLID BLOCK TYPE "D" SQUARE CATCH BASIN

SQUARE FRAME AND GRATE

SOLID BLOCK SHALLOW TYPE "F" SQUARE CATCH BASIN

SOLID BLOCK FLUSH SQUARE CATCH BASIN

SOLID BLOCK FLUSH ROUND CATCH BASIN

BRICK/SOLID BLOCK DROP INLET

STRUCTURAL DISPOSITION - SEE CS PAGES OF SPECIFICATION

REMOVE AND STOCKPILE HYDRANT

REMOVE AND STOCKPILE FENCE

REMOVE AND STOCKPILE SIGN

REMOVE AND STOCKPILE GRANITE CURB

TREE TRIMMING

RELOCATE MAILBOX (BY OTHERS)

RELOCATE LAMP POST

FURNISH AND INSTALL NEW WATER CURB STOP BOX

FURNISH AND INSTALL NEW WATER GATE VALVE BOX

4" LOAM AND SEED

REMOVE AND DISPOSE TRAFFIC SIGNAL SYSTEM

REMOVE AND DISPOSE FRAME AND GRATE

ADJUST FRAME AND GRATE TO GRADE

ADJUST FRAME AND COVER TO GRADE

ADJUST HANDHOLE TO GRADE

NO.

TYPE

MATERIAL

TYPE

(NAME)

AREA SUBJECT TO STORM FLOW

100-YEAR FLOOD PLAIN

ASSF

RAILROAD TRACKS

CUT AND MATCH

RIP-RAP

CUT SLOPE

FILL SLOPE

AREA GRADED TO DRAIN

ROCK CUT

WETLAND PERIMETER

EDGE OF WETLAND125

TOP OF SLOPE

ROADWAY

TOE OF SLOPE

ELEV.

ROCK SHELF

ROCK CUT

ROADWAY

BORINGS

FENCE

WOOD OR BRUSH LINE

TREES

RIVER OR STREAM

WETLAND AREA

BUILDING

FOUNDATION

BUILDING TO BE REMOVED

EXISTING

EXIST. S.H.L. PLAT NO. XX

EXIST. S.F.L. PLAT NO. XX

PWW

CITY NAME

TOWN NAME

R.I.H.B.

ELEV.

S.B.

(SIZE)T

(SIZE)E

WG OR GG

HYD

1+00

(SIZE)D

(SIZE)SD

(SIZE)S

STATE HIGHWAY LINE

STATE FREEWAY LINE

PROPERTY LINE

CITY OR TOWN LINE

PAVED WATERWAY

CONTOUR LINE

OPEN DITCH

R.I. HIGHWAY BOUND

STONE BOUND

RETAINING WALL

FIELD STONE WALL

NEW S.H.L. PLAT NO. XX

WATER MAIN

GAS MAIN

TELEPHONE DUCT

ELECTRIC DUCT

FLARED END SECTION

HEADWALL

WATER OR GAS GATE

CATCH BASIN

MANHOLE

HYDRANT

BASELINE OR CENTERLINE

ABANDONED UTILITY

PLUG AND CAP PIPE

N(SIZE)W

N(SIZE)G

N-#(SIZE)T

N-#(SIZE)E

(Length Size)

BERM

CURB

SIGN

EDGE OF PAVEMENT

GUARDRAIL

MAILBOX

UTILITY POLE

POLE GUY

LUMINARE

SUBDRAIN

STORMDRAIN

SANITARY SEWER

NEW

NO.

GUY

N(SIZE)SD

UNDERDRAIN

BRICK/SOLID BLOCK ROUND MANHOLE OR(DIA.)

CATCH BASIN GREATER THAN 12'-0"

BRICK/SOLID BLOCK 5'-0" OR 6'-0" ROUND CATCH BASIN

PRECAST 4'-0" ROUND MANHOLE

PRECAST 5'-0" ROUND MANHOLE

REMOVE AND DISPOSE FLARED END SECTIONDFE

REMOVE AND DISPOSE PAVED WATERWAY

REMOVE AND DISPOSE SIGN

REMOVE AND DISPOSE SIDEWALK

REMOVE AND DISPOSE UTILITY POLE

REMOVE AND DISPOSE RIGID BASE

DWW

DUP

DRB

DS

DSW

REMOVE AND DISPOSE PIPE

REMOVE AND DISPOSE HIGHWAY BOUND

REMOVE AND DISPOSE MEDIAN BARRIER

REMOVE AND DISPOSE GUARDRAIL

REMOVE AND DISPOSE FLEXIBLE PAVEMENT

REMOVE AND DISPOSE HEADWALL

REMOVE AND DISPOSE MANHOLE

REMOVE AND DISPOSE LIGHT AND FOUNDATION

REMOVE AND DISPOSE HANDHOLE

REMOVE AND DISPOSE OBSERVATION WELL

REMOVE AND DISPOSE MEDIAN MARKER

REMOVE AND DISPOSE FIRE HYDRANT

DMM

DFP

DMB

DL

DHH

DMH

DG

DH

DHB

DPB

DOW

DFH

REMOVE AND DISPOSE FENCE

REMOVE AND DISPOSE CONCRETE CURB

REMOVE AND DISPOSE DROP INLET

REMOVE AND DISPOSE CATCH BASIN

REMOVE AND DISPOSE BITUMINOUS CURBDB

DCB

DDI

DC

DF

AE ADJUST ELECTRIC MANHOLE TO GRADE

ADJUST TELEPHONE MANHOLE TO GRADE

ADJUST SANITARY SEWER MANHOLE TO GRADE

ADJUST GAS GATE BOX TO GRADE

ADJUST WATER GATE BOX TO GRADE

AG

AW

AT

AS

ADJUST DRAINAGE MANHOLE TO GRADE

ADJUST CATCH BASIN TO GRADE

ADJUST CURB STOP TO GRADE

ADJUST CATCH BASIN TO MANHOLEABM

AB

AD

AC

CONCRETE CONNECTING COLLAR

(DIA.)

(DIA.)

(DIA.)

4.2.2

GRANITE WHEELCHAIR RAMP TRANSITION CURB

3" CLASS 9.5 HMA

8" GRAVEL BORROW SUBBASE COURSE

BITUMINOUS CONCRETE DRIVEWAY

DFG

DSS

DTD

BPS

CCB

BCD

CFP

CP

CG

CMH

CCP

CPP

FF

IDL

IA

LOD

GET

LS

LOR

12W

P.G.L.

4Y

6WT

6Y

4DY

TT

WCM

6W

TEP

TBBC

TNP

TBT

STS

TB

31.2.1

34.2.1

34.2.5

34.2.2

34.1.0

31.3.0

34.2.0

34.3.2

34.3.1

34.3.4

34.3.3

9.8.0

26.2.0

20.2.0

24.6.1

31.2.0

31.1.0

26.3.0

10.2.0

10.1.0

10.3.0

9.9.0

15.2.0

18.3.0

18.2.0

18.2.2

14.1.0

10.4.0

15.1.0

9.5.0

9.7.0

8.4.0

8.2.0

8.3.0

9.3.0

9.4.0

7.5.0

7.6.0

7.5.1

7.4.1

7.4.0

7.4.2

51.1.1

51.2.0

51.1.0

40.2.1

40.3.0

48.1.0

43.3.0

43.1.0

43.2.0

43.4.1

43.4.0

43.5.0

43.3.1

40.5.0

51.3.0

7.3.4

7.3.8

7.3.5

7.3.7

7.3.6

7.2.0C

7.3.0C

7.3.3

7.3.2

7.2.2

7.2.1

7.3.0S

7.1.6

7.1.4

7.1.5

7.2.0S

7.1.8

7.1.7

7.1.1

7.1.2

7.1.0C

4.3.0

4.4.0

4.5.0

5.4.0

6.1.0

6.1.1

4.5.2

4.5.1

5.3.0

7.1.0S

6.3.1

6.2.1

6.3.0

6.3.4

6.3.3

6.4.0

6.3.2

6.2.0

THRIE BEAM TRANSITION

THRIE BEAM BRIDGE CONNECTION

STEEL BEAM BRIDGE CONNECTION TRAILING END (W/NESTED RAIL)

STEEL BEAM BRIDGE CONNECTION APPROACH END (W/0 NESTED RAIL)

CUT AND PLUG PIPE (ALL TYPES, ALL SIZES)

CUT AND CAP PIPE WITH RESTRAINT (ALL SIZES)

SPECIAL GRADED AGGREGATE

REMOVE AND DISPOSE FRAME AND COVERDFC

AHH

AFC

AFG

6" EPOXY RESIN PAVEMENT MARKINGS - YELLOW

6" EPOXY RESIN PAVEMENT MARKINGS - WHITE

6" PREFORMED PATTERNED MARKING (HIGH PERFORMANCE TAPE)

BUILD NEW STRUCTURE OVER EXISTING PIPE

SH

SGR

RRP

RUP

SB

RRS

SF

SGA

SGC

SBTE

SBAE

SD-

SS

RLP

RHH

RCM

PS

RCB

PCD

NIC

NWB

NWCB

NFH

RMB

RPM

PROFILE GRADE LINE

2.2.0 STANDARD HEADWALLS FOR MULTIPLE

3'-6" TO 7'-0' PIPE CULVERTS

3.2.1

3.3.3

3.4.2

3.4.4

3.5.0

3.5.1

3.6.0

CONCRETE COLLARS

PRECAST CONCRETE TRANSITION CURB

(VERTICAL FACE TO SPLOPED FACE)

TREE WALL51.4.0

(SIZE)G

(SIZE)W

(Length Size)

1+00

NEW S.F.L. PLAT NO. XX

LIMIT OF CLEARINGLIMIT OF CLEARING

BALED HAY & SILT FENCE

BALED HAY RI STD 9.1.0

SPOT GRADE00 00

(SIZE)

(DIA.)

(SIZE)

PERMANENT EASEMENT LINE NEW P.E.B.

TEMPORARY EASEMENT LINE NEW T.E.B.

DP

REMOVE AND DISPOSE PAVEMENT AND RIGID BASE

FURNISH AND INSTALL NEW WATER GATE VALVE AND BOXNWVB

FURNISH AND INSTALL NEW WATER CURB STOP AND BOXNWSB

(DEPTH)

(NO.)

MB

NO.

SIGN

CB

MH

EXIST. P.E.B.

EXIST. T.E.B.

LP

ELEV

NO. NO.

100 YR. FLOOD BOUNDARY

00.00

RI STD. 9.3.0

TYPICAL GUARDRAIL INSTALLATION AT STRUCTURES 34.1.1

STEEL BEAM GUARDRAIL ENCASED POST FOR 34.1.2

ROADSIDE GUARDRAIL (GENERAL NOTES, INSTALLATION,

POST & OFFSET BLOCK DETAILS)

SHALLOW INSTALLATION

STEEL BEAM GUARDRAIL DEEP POST INSTALLATION 34.1.3

STEEL BEAM GUARDRAIL INSTALLED IN CONCRETE OR HMA SURFACE 34.1.4

STEEL BEAM GUARDRAIL APPROACH END TREATMENT34.3.0

GUARDRAIL CONNECTION TO EXISTING END POST APPROACH 34.3.5 END SECTION

GUARDRAIL CONNECTION TO EXISTING END POST TRAILING 34.3.6 END SECTION

34.3.7 STEEL BEAM GUARDRAIL TRANSITION TO RIGID BARRIER

34.3.8 MASH GUARDRAIL TRANSITION TO EXISTING GUARDRAIL

34.3.9 STEEL BEAM GUARDRAIL LONG SPAN, TL-3

34.5.3 STEEL THRIE BEAM GUARDRAIL SINGLE FACE

34.5.4 STEEL THRIE BEAM GUARDRAIL DOUBLE FACE

34.5.5 STEEL THRIE BEAM GUARDRAIL LONG SPAN

40.1.0 F SHAPE CONCRETE BARRIER DOUBLE FACE

40.2.0 F SHAPE CONCRETE BARRIER SINGLE FACE

40.2.1 F SHAPE CONCRETE BARRIER WITH CONCRETE SEPARATOR

PRECAST MEDIAN BARRIER TRANSITION UNIT40.3.0

PRECAST MEDIAN BARRIER FOR LIGHT STANDARD 40.4.0

BARRIER MOUNTED DELINEATOR 40.5.0

FOR EXISTING TREES

PRECAST TYPE "H" HEAVY-DUTY HANDHOLE18.2.1

PAVEMENT TRANSVERSE DROP-OFFS CUT AND MATCH47.1.1

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

RHODE ISLANDREVISIONS REVISIONS

NO. DATE BY NO. DATE BY

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

W:\ACTIVE PROJECT YEARS\2024\3833OC-2 BRIDGE GROUP 15F – BARRINGTON BRIDGE ROUTE 114 OVER BARRINGTON RIVER\DRAWINGS\CIVIL\SHEET\FINAL PLANS\100% SUBMISSION PLANS\SHEET SET\03 STANDARD NOTES- 1.DWG PER DPM 450.06

STANDARD NOTES - 1

01/28/26

MG

SS

30320262025-CB-033

NOT TO SCALENOT

NNNN

ITEM CODE

SCALE: NOT TO SCALE

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:

b.

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 AND 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.

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

RHODE ISLANDREVISIONS REVISIONS

NO. DATE BY NO. DATE BY

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

W:\ACTIVE PROJECT YEARS\2024\3833OC-2 BRIDGE GROUP 15F – BARRINGTON BRIDGE ROUTE 114 OVER BARRINGTON RIVER\DRAWINGS\CIVIL\SHEET\FINAL PLANS\100% SUBMISSION PLANS\SHEET SET\04 STANDARD NOTES- 2.DWG PER DPM 450.06

STANDARD NOTES - 2

01/28/26

MG

30420262025-CB-033

ITEM CODE

SCALE: NOT TO SCALE

STRUCTURAL NOTES FOR HIGHWAY SIGNS,

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.

BACK PLATES SHALL BE INSTALLED ON ALL TRAFFIC SIGNAL HEADS.

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.

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.

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.

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.

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.

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.

ALL FOUNDATIONS MUST HAVE CONES OR BARRELS BOLTED TO FOUNDATION BASES

UNTIL ACTUAL POLE IS INSTALLED.

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.

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.

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

UNLESS OTHERWISE DIMENSIONED ON PLANS.

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

TRAFFIC SIGNAL CONTROLLERS AND CABINETS SHALL BE PROGRAMMED AND WIRED SO

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

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.

1.

TRAFFIC SIGNAL NOTES:

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

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.

ALL SIGN MOUNTINGS FOR TEMPORARY AND CONSTRUCTION SIGNS SHALL BE

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

EDITION.

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.

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.

POLICE OFFICERS AND FLAGPERSONS SHALL BE UTILIZED AS OUTLINED IN

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

BRIDGE CONSTRUCTION.

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.

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.

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."

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.

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.

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:

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.

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.

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

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

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.

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.

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

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

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

AS A BED.

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

ADJACENT TO SIDEWALKS AND/OR PEDESTRIAN ACCESS AREAS.

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.

11.

3.

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

RHODE ISLANDREVISIONS REVISIONS

NO. DATE BY NO. DATE BY

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

W:\ACTIVE PROJECT YEARS\2024\3833OC-2 BRIDGE GROUP 15F – BARRINGTON BRIDGE ROUTE 114 OVER BARRINGTON RIVER\DRAWINGS\CIVIL\SHEET\FINAL PLANS\100% SUBMISSION PLANS\SHEET SET\05 JOB SPECIFIC PLAN SYMBOLS, LEGENDS AND NOTES.DWG PER DPM 450.06

JOB SPECIFIC SYMBOLS, LEGEND AND NOTES

01/28/26

MG

30520262025-CB-033

ITEM CODE

EXISTING CONDITIONS:

1. EXISTING CONDITIONS PROVIDED IN THESE DRAWINGS IS BASED ON THE ORIGINAL RECORD

PLANS, THE 2019, REPAIR PLANS, THE 2021 UNDERWATER INSPECTION REPORT, AND A

LIMITED UNDERWATER VISUAL INSPECTION PERFORMED IN 2024.

2. THE CONTRACTOR IS NOTIFIED OF THE STRONG CURRENTS, TIDAL VARIATION AND LIMITED

VISIBILITY UNDERWATER.

3. SOME EXPOSED PORTIONS OF TREMIE A MAY HAVE BROKEN OFF AND THE REMAINING

SHAPE IS IRREGULAR AND MAY BE SUSCEPTIBLE TO BEING DAMAGED DURING THE WORK.

4. TREMIE A AT PIER 5 AND 6 IS COVERED BY GROUT BAGS FROM THE TOP SURFACE TO

THE CHANNEL BOTTOM.

5. SPAN 4 (BETWEEN PIERS 3 AND 4) IS MARKED WITH USCG NAVIGATIONAL AIDS. THE

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE BARRINGTON HARBORMASTER

FOR TEMPORARY DELINEATION OF THE NAVIGABLE WATERWAY.

6. POLICE COVE PARK SHALL NOT BE USED FOR STAGING OPERATIONS.

7. THE CONTRACTOR IS NOTIFIED THAT THE BARRINGTON RIVER SOUTH OF THE BRIDGE IS

HEAVILY OCCUPIED BY MOORED VESSELS DURING THE PEAK SEASON. THE CONTRACTOR IS

RESPONSIBLE FOR COORDINATING WITH THE THE BARRINGTON HARBORMASTER TO ENSURE

BARGES, EQUIPMENT, ETC. CAN BE TRANSPORTED TO THE SITE WITHOUT NEED TO

RELOCATE MOORINGS.

JOB SPECIFIC GENERAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ENVIRONMENTAL APPROVALS

(WHEN ISSUED) FROM THE RI DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (RIDEM),

THE US ARMY CORPS OF ENGINEERS (ACOE), AND THE COASTAL RESOURCES

MANAGEMENT COUNCIL (CRMC). THESE PERMITS SHALL BE INCLUDED AS PART OF THE

CONTRACTOR DOCUMENTS.

2. THE CONTRACTOR IS NOTIFIED OF THE ENVIRONMENTAL SENSITIVITY OF THE BARRINGTON

RIVER.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ENVIRONMENTAL

CONTROLS AS REQUIRED BY FEDERAL, STATE AND LOCAL REGULATIONS AND PERMITS.

ANY MATERIAL THAT FALLS INTO THE WATER AS A RESULT OF THE CONTRACTOR'S

OPERATIONS SHALL BE REMOVED IMMEDIATELY.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WATERWAY AGAINST SPILLS AND

EVAPORATION WHILE REFUELING, LUBRICATING, RESTORING EQUIPMENT. ALL FUEL, OIL,

AND LUBRICANTS SHALL BE HANDLED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS.

5. THE CONTRACTOR SHALL COORDINATE ALL MOVEMENT AND STAGING OF BARGES WITH

THE UNITED STATES COAST GUARD (USCG), RIDOT, AND THE TOWN OF BARRINGTON

HARBORMASTER.

SCALE: NOT TO SCALE

SURVEY NOTES:

1. THESE PLANS WERE DEVELOPED ON AERIAL ORTHOIMAGERY FROM ARCGIS MAPS. ACCURACY

OF INFORMATION IS WITHIN ONE-HALF FOOT.

JOB SPECIFIC PLAN SYMBOLS

EXISTING CATCH BASIN

CB

JOB SPECIFIC LEGEND

REMOVE AND DISPOSER & D

TOTAL LIMIT OF DISTURBANCE

EXISTING OVERHEAD WIRESEOW

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

VOIDS IN TREMIE A

VOIDS IN TREMIE B

STEEL PIPE/TIMBER DEBRIS

CONCRETE

COLLAPSED AREA OF TREMIE

HURRICANE EVACUATION ROUTE

1. ON BARRINGTON BRIDGE, VEHICLES TRAVELING EAST CAN TURN LEFT ONTO NEW MEADOW

ROAD AND CONTINUE ALONG IT TOWARD MASSACHUSETTS. ALTERNATIVELY, VEHICLES CAN

TURN LEFT ONTO SOWAMS ROAD AND CONNECT TO EITHER BARNEYVILLE ROAD OR NEW

MEADOW ROAD TO MASSACHUSETTS.

2. VEHICLES TRAVELING WEST ON THE BRIDGE CAN TURN RIGHT TO CONTINUE ON COUNTY

ROAD, THEN TURN LEFT ONTO MAPLE AVENUE, FOLLOWED BY A RIGHT TURN TO CONNECT

TO MIDDLE HIGHWAY AND PROCEED TOWARDS PROVIDENCE COUNTY. VEHICLES CAN ALSO

STAY ON COUNTY ROAD AND EITHER TURN RIGHT ONTO LINCOLN AVENUE TO CONNECT TO

MIDDLE HIGHWAY OR TAKE A RIGHT ONTO FEDERAL ROAD TO CONNECT TO MIDDLE

HIGHWAY.

3. SOURCE: https://riema.ri.gov/planning-mitigation/evacuation - BARRINGTON

4. TITLE: RHODE ISLAND HURRICANE EVACUATION STUDY HURRICANE EVACUATION MAPPING

JUNE 2013 BARRINGTON

1. WORK MUST BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

INCLUDING THE SPECIFICATIONS, SPECIAL PROVISIONS, DRAWINGS AND THE

ASSOCIATED REFERENCES. KEEP AT LEAST ONE COPY OF THE CONTRACT DOCUMENTS

ON SITE FOR THE DURATION OF WORK.

2. ADHERE TO ALL OF THE 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).

IN-WATER WORK SHALL COMPLY WITH THE PERMITS.

3. EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS RELATING TO THE WORK ARE BASED

ON ARCHIVE PLANS AND INFORMATION OBTAINED DURING AN UNDERWATER INSPECTION

CONDUCTED ON SEPTEMBER 24, 2024 AND ARE APPROXIMATE VERIFY AS NEEDED TO

COMPLETE THE WORK.

4. SELECTED DRAWINGS FROM THE ARCHIVE PLANS ARE PROVIDED AS REFERENCE,

HOWEVER, THE CONTRACTOR IS ENCOURAGED TO REVIEW THE ARCHIVE PLAN SET.

5. DETERMINE CONSTRUCTION PROCEDURES AND SEQUENCE TO ENSURE SAFE

CONSTRUCTION. PROVIDE TEMPORARY SHORING, BRACING, GUYS OR TIEDOWNS. SUCH

MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR, SHALL BE COMPLETELY

REMOVED AFTER THE COMPLETION OF THE PROJECT, AND SHALL BE CONSIDERED

INCIDENTAL TO THE WORK. SEE THE MATERIALS REQUIREMENTS FOR THE PERMANENT

FORMWORK AND APPURTENANCES INCORPORATED INTO THE WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE DONE TO ADJACENT STRUCTURES AND

VESSELS OR INJURIES TO THE PUBLIC AND RIDOT'S REPRESENTATIVES AS A RESULT

OF PERFORMING THE WORK. DAMAGE MUST BE REPAIRED WITH NO ADDITIONAL COST TO

THE STATE.

7. PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE

AND MUNICIPAL REGULATIONS AND PERMITS. THE CONTRACTORS'S ATTENTION IS

DRAWN MUST BE REPAIRED WITH NO ADDITIONAL COST TO THE STATE.

8. FOLLOW APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS, INCLUDING THE

FEDERAL DEPARTMENT OF LABOR, SAFETY, HEALTH ACT, U.S. ARMY CORPS OF

ENGINEERS, STATE/LOCAL WETLAND CONTROL, AND PERMITS.

9. STORAGE, FUELING AND LUBRICATION OF EQUIPMENT AND MOTOR VEHICLES MUST BE

CONDUCTED IN A MANNER THAT AFFORDS THE MAXIMUM PROTECTION AGAINST SPILL AND

EVAPORATION. FUEL, LUBRICANTS AND OIL MUST BE MANAGED AND STORED IN

ACCORDANCE WITH ALL FEDERAL, STATE, REGIONAL, AND LOCAL LAWS AND REGULATIONS.

EQUIPMENT OPERATION, ACTIVITIES, OR PROCESSES PERFORMED BY THE CONTRACTOR

MUST BE IN ACCORDANCE WITH ALL FEDERAL AND STATE AIR EMISSION AND

PERFORMANCE LAWS AND STANDARDS.

10. CONTRACTOR IS ADVISED THERE MAY BE UNDETECTED CONSTRUCTION DEBRIS OR OTHER

DEBRIS WITHIN AND AROUND THE WORK AREA.

11. THE PUBLIC BOAT RAMP TO THE NORTHWEST OF THE PROJECT IS OWNED AND

OPERATED BY THE TOWN OF BARRINGTON. OBTAIN WRITTEN APPROVAL FOR

CONTRACTOR USE FROM THE TOWN AND SUBMIT TO THE ENGINEER A MINIMUM OF ONE

WEEK BEFORE STARTING THE WORK.

12. COORDINATE VESSEL OPERATIONS AND MATERIAL STAGING WITH RIDOT, THE TOWN OF

BARRINGTON'S HARBORMASTER, AND THE UNITED STATES COAST GUARD

CONTACT: BRIAN HUNT, CHAIRMAN, BARRINGTON HARBOR COMMISSION AND

HARBORMASTER

PHONE: (401)437-2531

EMAIL: bhunt@barrington.ri.gov

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

RHODE ISLANDREVISIONS REVISIONS

NO. DATE BY NO. DATE BY

DESIGNED BY:

CHECKED BY:

DATE:

SHEET:

OF:

RHODE ISLAND

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

REHABILITATION OF

BARRINGTON BRIDGE (NO. 012301)

W:\ACTIVE PROJECT YEARS\2024\3833OC-2 BRIDGE GROUP 15F – BARRINGTON BRIDGE ROUTE 114 OVER BARRINGTON RIVER\DRAWINGS\CIVIL\SHEET\FINAL PLANS\100% SUBMISSION PLANS\SHEET SET\06 BRIDGE GENERAL NOTES.DWG PER DPM 450.06

BRIDGE GENERAL NOTES

01/28/26

MG

30620262025-CB-033

BRIDGE NOTES

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

· THE AUGUST 2025 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, INCLUDING

THE LATEST INTERIM REVISIONS.

2. DIMENSIONS, STATIONS ELEVATIONS AND ANGLES OF THE EXISTING STRUCTURE HAVE

BEEN OBTAINED FROM PLANS OF THE ORIGINAL CONSTRUCTION AND LIMITED FIELD

MEASUREMENTS. 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 HIS HIS WORK.

3. THE BASE OF LEVELS, TO WHICH THE PLAN ELEVATIONS ARE REFERENCED, ARE BASED

ON THE ORIGINAL (2003) RECORD DRAWINGS. NORTH ARROWS ARE NAD83 GRID NORTH.

4. 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.

5. THE CONTRACTOR SHALL PLACE ALL EQUIPMENT AND MATERIALS AS FAR AWAY AS

POSSIBLE FROM THE EDGE OF THE TRAVEL LANE SO AS NOT CAUSE A SAFETY HAZARD,

IN ACCORDANCE WITH SECTION 106.05 OF THE R.I.D.O.T. STANDARD SPECIFICATIONS,

LATEST EDITION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ROADWAY FREE OF

DEBRIS RESULTING FROM THEIR CONSTRUCTION OPERATIONS. ALL DEBRIS SHALL BE

REMOVED TO THE SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE

STATE.

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

ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION UNTIL ALL REPAIRS ARE COMPLETE.

NOT TO SCALENOT

NNNN

ITEM CODE

DESIGN DATA

1. DESIGN SPECIFICATIONS

· THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, TENTH EDITION, 2024, INCLUDING

ALL INTERIM REVISIONS TO DATE.

· THE RHODE ISLAND LRFD BRIDGE MANUAL, 2007 EDITION INCLUDING ALL REVISIONS

TO DATE.

· ALL OTHER APPLICABLE DESIGN SPECIFICATIONS ARE REFERENCED IN SECTION 1 OF

THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL DATED 2007.

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

GROUT:

AS SPECIFIED IN JOB SPECIFIC SPECIFICATION 817.9901

TYPE II PORTLAND CEMENT, FINE AGGREGATES, ADMIXTURES, FLY ASH, HIGH REACTIVITY

POZZOLAN; F'C=3000 PSI

DOWEL BARS:

#5 LONGITUDINAL BARS TO BE USED

SCALE: NOT TO SCALE

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

EXISTING CONDITIONS

1. WORK MUST BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS INCLUDING

THE SPECIFICATIONS, SPECIAL PROVISIONS, DRAWINGS AND THE ASSOCIATED REFERENCES.

KEEP AT LEAST ONE COPY OF THE CONTRACT DOCUMENTS ON SITE FOR THE DURATION

OF WORK.

CLASS F

MINIMUM CEMENTITIOUS CONTENT, lb/yd³ 400

MAXIMUM CEMENTITIOUS CONTENT, lb/yd³ 700

MAXIMUM W/CM 0.45

ACCEPTANCE CRITERIA

CONSISTENCY RANGE³, ASTM C1611 SPREAD, IN.