002-131 - Contract Plans_BID.pdf

REV. REVISION DESCRIPTIONDATE SHEET. NO.

CHECKED BY:

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

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FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT TYP-1

CUT BITUMINOUS CONCRETE PAVEMENT / CRACK AND JOINT SEALING SAWCUT

2" HMA S0.5 TRAFFIC LEVEL 2 - WEARING COURSE (PLACED IN ONE LIFT)

4" HMA S0.5 TRAFFIC LEVEL 2 - BINDER COURSE (PLACED IN TWO EQUAL LIFTS)

12" PROCESSED AGGREGATE BASE (PLACED IN TWO EQUAL LIFTS)

8" GRANULAR FILL (PLACED IN TWO EQUAL LIFTS)

5" CONCRETE SIDEWALK

6" x 18" GRANITE STONE CURB OR RESET GRANITE CURB (6" REVEAL OR MATCH EXISTING)

FORMATION OF SUBGRADE

NON-TRACKING ASPHALT TACK COAT

LEGEND

CROADWAY L

WIDTH VARIES

(SEE PLANS)

SIDEWALK

2'2'

TYPICAL CURB INSTALLATION

(SEE PLANS FOR LOCATION)

EXISTING

GROUND

EXISTING

GROUND

EXISTING

TRAVEL LANE

EXISTING

TRAVEL LANE

WIDTH VARIES

(SEE PLANS)

SIDEWALK

(NOT TO SCALE)

TYPICAL SECTION

1. ALL AGGREGATED ITEMS USED IN THE FULL DEPTH CONSTRUCTION OF

BITUMINOUS CONCRETE PAVEMENTS ALONG THE PROPOSED CURB LINE AND

OTHER AREAS SHOWN IN THE PLANS, SHALL BE PAID FOR UNDER ITEM NO.

0406128.30A - BITUMINOUS CONCRETE PATCHING - PAVEMENT RECONSTRUCTION.

2. UPON COMPLETION OF ALL PAVEMENT RECONSTRUCTION AND PRIOR TO

PLACING FINAL PAVEMENT MARKINGS, THE CONTRACTOR SHALL SEAL ALL

BITUMINOUS PAVEMENT SAWCUTTING WITHIN THE PROJECT AREA IN

ACCORDANCE WITH ITEM NO. 0406194A - JOINT AND CRACK SEALING OF

BITUMINOUS CONCRETE PAVEMENT.

3. PROPOSED OR RESET GRANITE CURBING SHALL BE PLACED TO MATCH THE

REVEAL OF ADJACENT EXISTING CURBING.

NOTES

DESIGNED BY:

DeCARLO & DOLL, INC.

89 COLONY STREET

MERIDEN, CT 06451

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

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FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

SCALE 1"=20'

20 400

SCALE IN FEET

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT INX-1

MAIN STREET (RTE 115)

WEST MAIN STREET

K

IN

G S

T O

N D

R

IV

E

EAST MAIN STREET

RAILROAD STATION

ANSONIA

CITY HALL

MUNICIPAL

PARKING

PLN-1

PLN-2

1. ALL PROPOSED SIDEWALK RAMPS SHALL BE PLACED IN CONFORMANCE WITH CURRENT ADA STANDARDS.

2. CONTRACTOR SHALL REMOVE EXISTING CONCRETE SIDEWALK IN CONFLICT WITH THE PROPOSED WORK TO THE NEAREST SIDEWALK JOINT. THE WORK MAY BE EXTENDED TO CUT CONCRETE SIDEWALK BEYOND THE LIMITS SHOWN WHERE EXISTING JOINTS ARE DETERIORATED. THE PROPOSED SIDEWALK SHALL MATCH ADJACENT GRADES. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS THAT WILL EXTEND THE LIMITS OF WORK OR IMPACT ADA COMPLIANCE MUST BE BROUGHT TO THE ENGINEERS

ATTENTION IMMEDIATELY, PRIOR TO PREPPING THE BASE AND FORMING THE SIDEWALK.

3. CONTRACTOR SHALL REMOVE ALL EXISTING GRANITE CURBING IN CONFLICT WITH THE PROPOSED WORK.

RECOVERED GRANITE CURBING SEGMENTS DEEMED SUITABLE FOR REUSE BY THE ENGINEER MAY BE RESET WITHIN THE PROJECT LIMITS IN ACCORDANCE WITH THE PLANS. RECOVERED GRANITE CURBING SEGMENTS TO BE RESET SHALL BE IN LENGTHS GREATER THAN FOUR FEET, EXCEPT WHERE NECESSARY FOR CLOSURES, WHERE NO PIECE SHALL BE LESS THAN THREE FEET IN LENGTH. ALL OTHER REMOVED

GRANITE CURBING SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR.

4. THE WORK AND MATERIALS REQUIRED TO FACILITATE THE REMOVAL AND RECONSTRUCTION OF THE BITUMINOUS CONCRETE PAVEMENT STRUCTURE ADJACENT TO THE PROPOSED GRANITE CURBING AND OTHER DESIGNATED AREAS SHALL BE PAID AS ITEM #0406128.30A - BITUMINOUS CONCRETE PATCHING

- PAVEMENT RECONSTRUCTION.

5. EXISTING SHEET ALUMINUM SIGNS WITHIN THE PROJECT LIMITS TO REMAIN UNLESS OTHERWISE NOTED.

6. RELOCATE ALL STREET NAME SIGNS WITHIN THE PROJECT LIMITS AS NECESSARY. THIS RELOCATION IS

PAYABLE UNDER ITEM NO. 1206023A: REMOVAL AND RELOCATION OF EXISTING SIGNS.

7. FINAL SIGN LOCATIONS TO BE VERIFIED IN THE FIELD BY THE ENGINEER.

8. SIGNS SHALL NOT BE PLACED WITHIN 10 FEET OF ANY UTILITY POLE.

9. INSTALL POST-MOUNTED SIGNS IN ACCORDANCE WITH CTDOT STANDARD SHEETS (TR_1208_01, TR_1208_02), UNLESS OTHERWISE NOTED.

10. INSTALL PAVEMENT MARKINGS IN ACCORDANCE WITH CTDOT STANDARD SHEETS (TR_1210_04, TR_1210_08, TR_1210_09).

11. EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED OR COVERED, INCLUDING THOSE PAVEMENT MARKINGS OUTSIDE OF THE TRAVEL WAY OR BEYOND THE LIMITS OF CONSTRUCTION.

12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SECTION 1.08 - PROSECUTION AND PROGRESS AND ITEM NO. 0971001A - MAINTENANCE AND PROTECTION OF TRAFFIC.

13. CONTACT “CALL BEFORE YOU DIG” AT 811 PRIOR TO THE INSTALLATION OF ANY NEW OR TEMPORARY

SIGNPOSTS.

14. EXISTING SIGNS IN CONFLICT WITH TEMPORARY SIGNS SHALL BE COVERED, REMOVED, OR REVISED TO

MEET FIELD CONDITIONS.

15. ANY EXISTING SIGNING DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE CITY.

16. IF FEASIBLE, ALL CONSTRUCTION/DETOUR SIGNS SHALL BE INSTALLED ON BREAKAWAY POSTS PER

CTDOT STANDARD SHEETS TR-1208_01, TR-1208_02, AND TR-1220_02.

17. THE LOCATIONS OF CONSTRUCTION/DETOUR SIGNS AND OTHER TRAFFIC CONTROL DEVICES, INCLUDING, BUT NOT LIMITED TO, TRAFFIC DRUMS AND CONSTRUCTION BARRICADES, SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE ADJUSTED BY THE CONTRACTOR TO MEET FIELD CONDITIONS.

18. ALL CONSTRUCTION/DETOUR SIGNS SHALL BE PAID FOR UNDER ITEM NO. 1220027A - CONSTRUCTION

SIGNS.

19. SERIES 16-S (SIGN NO. 80-1619) SHALL BE INSTALLED IN ADVANCE OF ALL SIDEWALK CLOSURES.

GENERAL NOTES

SCALE 1"=40'

40 800

SCALE IN FEET

INDEX PLAN AND

GENERAL NOTES 3

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

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FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

SCALE 1"=20'

20 400

SCALE IN FEET

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT

MATCH LINE "B-B" SEE PLN-2

PLN-1

CONCRETE SIDEWALK

(MATCH EXISTING)

CONCRETE DRIVEWAY RAMP

CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

MAINTAIN EXISTING

GRANITE STONE CURBING

4" TOPSOIL AND TURF ESTABLISHMENT

CONCRETE SIDEWALK RAMP (TYPE 14)

CONCRETE SIDEWALK RAMP (TYPE 5)

CONCRETE SIDEWALK

RAMP (TYPE 14)

2'

2' WIDE BITUMINOUS CONCRETE PATCHING (TYP.)

(SEE TYPICAL SECTION DETAIL)

CONCRETE SIDEWALK

CONCRETE SIDEWALK

MAINTAIN EXISTING

GRANITE STONE CURBING

END GRANITE STONE CURBING

(MATCH EXISTING)

CUT BITUMINOUS CONCRETE PAVEMENT

(TYP.)

MAINTAIN EXISTING

GRANITE STONE CURBING

GRANITE STONE

CURBING

BEGIN GRANITE STONE CURBING

(MATCH EXISTING)

REMOVE CONCRETE SIDEWALK AND CURBING

PLACE 4" TOPSOIL AND TURF ESTABLISHMENT

5.5'

CONCRETE SIDEWALK

RAMP (TYPE 18)

CUT BITUMINOUS CONCRETE PAVEMENT

7.0'

CONCRETE

SIDEWALK

BITUMINOUS CONCRETE DRIVEWAY

(GRADE TO ADJACENT CATCH BASIN)

CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

GENERAL PLAN

REMOVE AND RESET EXISTING

GRANITE STONE CURBING (TYP.)

(SEE NOTE 3 ON SHEET INX-1)

CONCRETE SIDEWALK

(MATCH EXISTING)

GRANITE STONE CURBING

CONCRETE SIDEWALK

CONVERT CATCH BASIN TO

TYPE 'C' CATCH BASIN

MAINTAIN EXISTING

CONCRETE CURBING

CONCRETE SIDEWALK RAMP (TYPE 16)

4" WHITE EPOXY RESIN PAVEMENT MARKINGS (TYP.)

(18'x9' PARKING STALL)

EPOXY RESIN PAVEMENT MARKINGS

- CROSSWALK (TYP.)

4" TOPSOIL AND TURF

ESTABLISHMENT

MAIN STREET (RTE 115)

WEST MAIN STREET

K

IN

G S

TO

N D

R

IV

E

MAIN STREET (RTE 115)

CUT BITUMINOUS CONCRETE

PAVEMENT (TYP.)

12" WHITE EPOXY RESIN

PAVEMENT MARKING (STOP BAR)

4" YELLOW EPOXY RESIN

PAVEMENT MARKING (DYCL)

12" WHITE EPOXY RESIN

PAVEMENT MARKING (STOP BAR)

CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

RESET EXISTING SIGNS

(TYP.)

17.5' A

A

5.0'

SECTION A-A

EXISTING PAVEMENT

7% MAX.1½"

EXISTING PAVEMENT

7% MAX. 1½"2% MAX.

5' CONCRETE DRIVEWAY RAMPBIT. CONCRETE DRIVEWAY

(LENGTH VARIES)

BIT. CONCRETE DRIVEWAY

(LENGTH VARIES)

NOT TO SCALE

MATCH EXISTING ADJACENT

SIDEWALK ELEVATION

SEE SECTION A-A DETAIL (THIS SHEET)

TOWN SIGNAL

#002-218

(NOT IN CONTRACT)

PROTECT EXISTING TREE

PROTECT EXISTING TREE

PROTECT EXISTING

TREE

RESET EXISTING SIGNS

(TYP.)

EPOXY RESIN PAVEMENT MARKINGS - CROSSWALK (TYP.)

REMOVE EXISTING

ACCESSIBLE PARKING SIGNS

4" YELLOW EPOXY RESIN

PAVEMENT MARKING (DYCL)

D A N

IEL J. H

A

YES

D R

IV

E

RESET EXISTING SIGNS (TYP.)

GRANITE STONE CURBING

RESET EXISTING SIGNS

(TYP.)

BITUMINOUS CONCRETE PATCHING - PAVEMENT RECONSTRUCTION (TYP.)

12" WHITE EPOXY RESIN

PAVEMENT MARKING (STOP BAR)

GRANULAR FILL

STREET LINE (TYP.)

D E F

D

D

C

RIGHT TO CONSTRUCT DRIVEWAY REQUIRED.

RIGHT TO CONSTRUCT SIDEWALK REQUIRED.

C

D

E

F

RIGHT TO GRADE REQUIRED.

RIGHT TO INSTALL TURF ESTABLISHMENT REQUIRED.

SCHEDULE OF RIGHTS AND EASEMENTS

REMOVE CONCRETE SIDEWALK AND CURBING

PLACE 4" TOPSOIL AND TURF ESTABLISHMENT

CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

8"

SEDIMENT CONTROL SYSTEM AT CATCH BASIN

(TYP.)

SEDIMENT CONTROL SYSTEM

AT CATCH BASIN (TYP.)

SEDIMENT CONTROL SYSTEM

AT CATCH BASIN (TYP.)

D

SEDIMENT CONTROL SYSTEM

AT CATCH BASIN (TYP.)

BITUMINOUS CONCRETE DRIVEWAY

REMOVE EXISTING ACCESSIBLE

PARKING SIGN

SIGN LEGEND:

SIGN NUMBERS 31-0662(L) AND 31-0648.

ACCESSIBLE PARKING SIGN WITH

ACCESSIBLE VAN PLAQUE.

H

H

REMOVAL OF PAVEMENT MARKINGS

- PARKING SYMBOL AND HATCHING

EPOXY RESIN PAVEMENT MARKINGS

- ACCESSIBLE PARKING SYMBOL

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

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An so ni a

C M

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IN

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FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

SCALE 1"=20'

20 400

SCALE IN FEET

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT

MATCH LINE "B-B" SEE PLN-1

PLN-2

CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

CUT BITUMINOUS CONCRETE PAVEMENT

GRANITE STONE CURBING

2'CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

CONCRETE SIDEWALK RAMP (TYPE 9)

CUT BITUMINOUS CONCRETE PAVEMENT

CUT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)

GRANITE STONE CURBING

GENERAL PLAN

2' WIDE BITUMINOUS CONCRETE PATCHING (TYP.)

(SEE TYPICAL SECTION DETAIL)

CONCRETE SIDEWALK RAMP (TYPE 9)

CONCRETE SIDEWALK

CONCRETE SIDEWALK

EAST MAIN STREET

K

IN

G S

TO

N D

R

IV

E

RESET EXISTING SIGNS

(TYP.)

RESET EXISTING SIGNS

(TYP.)

4" YELLOW EPOXY RESIN

PAVEMENT MARKING (DYCL)

12" WHITE EPOXY RESIN

PAVEMENT MARKING (STOP BAR)

EPOXY RESIN PAVEMENT MARKINGS - CROSSWALK (TYP.)

REMOVAL OF PAVEMENT MARKINGS - CROSSWALK

STREET LINE (TYP.)

RIGHT TO CONSTRUCT DRIVEWAY REQUIRED.

RIGHT TO CONSTRUCT SIDEWALK REQUIRED.

C

D

E

F

RIGHT TO GRADE REQUIRED.

RIGHT TO INSTALL TURF ESTABLISHMENT REQUIRED.

SCHEDULE OF RIGHTS AND EASEMENTS

E

SEDIMENT CONTROL SYSTEM

AT CATCH BASIN (TYP.)

D

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

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P- M

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dw g

FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-1

MISCELLANEOUS DETAILS

VARIES

SIDE SLOPES

(SEE BELOW)

CONCRETE WASHOUT AREA

NOT TO SCALE

(SEE NOTE 2)

GENERAL NOTES:

SEE NOTE 2

DEPTH VARIES

SEE NOTE 2

HAY BALES OR COMPACTED EARTH BERM

(SEE NOTE 3)

PLAN

1. CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE

PLACEMENT ON SITE. THE CONCRETE WASHOUT AREA SHALL BE ENTIRELY

SELF-CONTAINED.

2. THE CONTRACTOR SHALL SUBMIT THE DESIGN, LOCATION AND SIZING OF

THE CONCRETE WASHOUT AREA(S) WITH THE PROJECT'S EROSION AND

SEDIMENTATION CONTROL PLAN AND SHALL BE APPROVED BY THE ENGINEER.

LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM

ANY STREAM, WETLAND, STORM DRAINS, OR OTHER SENSITIVE RESOURCE.

THE FLOOD CONTINGENCY PLAN MUST ADDRESS THE CONCRETE WASHOUT IF

THE WASHOUT IS TO BE LOCATED WITHIN THE FLOODPLAIN.

SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID

AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING, BUT

NOT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR.

3. SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER

CONTROL MEASURES, AS APPROVED BY THE ENGINEER, SHOULD BE USED

AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA FOR CONTAINMENT.

4. SIGNS SHOULD BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE

CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE

THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE

TRUCKS AND PUMP RIGS. WASHOUT AREA(S) SHOULD BE FLAGGED WITH

SAFETY FENCING OR OTHER APPROVED METHOD.

5. WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR

STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY AND CHECKED FOR

LEAKS, TEARS, OR OVERFLOWS. (AS REQUIRED BY THE CONSTRUCTION SITE

ENVIRONMENTAL INSPECTION REPORT) WASHOUT AREA(S) SHOULD BE

CHECKED AFTER HEAVY RAINS.

6. HARDENED CONCRETE WASTE SHOULD BE REMOVED AND DISPOSED OF

WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S

DEPTH. THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS

APPROVED BY THE ENGINEER. ALL CONCRETE WASTE SHALL BE DISPOSED OF

IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS, REGULATIONS, AND

GUIDELINES.

7. PAYMENT FOR THIS ITEM IS TO BE INCLUDED UNDER THE GENERAL COST

OF THE WORK FOR THE PROJECT, INCLUDING SITE RESTORATION.

HAY BALES OR

COMPACTED EARTH BERM

(SEE NOTE 3)

SAND BAGS TO SECURE

SHEETING (OR METHOD

AS DIRECTED BY ENGINEER)

SIDE SLOPES TO BE

2H:1V OR 3H:1V (NOMINAL)

10 MIL POLYETHYLENE SHEETING

EXISTING GROUND

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

C M

AQ

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D ow nt ow n\ D es ig n\

2-

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P- M

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dw g

FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-2

MISCELLANEOUS DETAILS

ELEVATION

FLOW

SECTION A SECTION B

A

ELEVATION

SEDIMENTATION CONTROL SYSTEM

SEDIMENTATION CONTROL SYSTEM

ENTRENCH HAY BALES

TO A DEPTH OF 4"

WOOD STAKE MIN DIMENSIONS

1.5" x 1.5" x 42"

FASTEN GEOTEXTILE FABRIC FENCE

TO THE WOOD STAKE JOINTS ONLY

AT SUPPORT POSTS WITH MIN. 6"

OVERLAP, SECURELY SEALED

EXCAVATE TRENCH 6" MIN. X 6" MIN.

DIRECTION OF FLOW

BACKFILL AND COMPACT OVER THE

GEOTEXTILE FABRIC FENCE WITH

SUITABLE SOIL

EXCAVATE TRENCH

6" MIN. X 6" MIN.

AND BACKFILL COMPACT

WITH SUITABLE SOIL

FOR SLOPES STEEPER THAN 2:1

USE A 5' POST SPACING OR AS

DIRECTED BY THE ENGINEER

12" MIN.

6"

30" MIN.

INSTALL THE WING WHEN THE FENCE IS MORE THAN

4' FROM THE TOE OF SLOPE AND THE FENCE LINE

GRADIENT IS 5% OR MORE

EXISTING OR

PROPOSED GRADE

PLACE HAY BALES SO

BINDINGS ON BALES

DO NOT TOUCH

THE GROUND

TWO WOODEN STAKES

PER HAY BALE

ENTRENCH BALES

TO A DEPTH OF 4" 18" MIN.

FILL VOIDS WITH LOOSE HAY

ADD A WING AS DIRECTED WOOD STAKE

MIN. DIMENSIONS

1.5" x 1.5" x 42"

10' MAX.

GEOTEXTILE FABRIC FENCE

BURY BOTTOM OF GEOTEXTLE FENCE

6" BELOW FINISHED GRADE

EXISTING OR

PROPOSED GRADE

DO NOT DISTURB GROUND

ON BACKSIDE OF THE BALE

BINDING WIRE OR TWINE

HAY BALE

WOOD STAKE MIN DIMENSIONS

1.5" x 1.5" x 36" MIN.

BACKFILL AND COMPACT

EXCAVATED FILL ALONG

THE HAYBALE

DIRECTION OF FLOW

DRIPLINE

POSTS (6'-0")

TIE BOARDS

TO TRUNK

THROUGH TOP EDGE

APPROVED EQUIVALENT

MODEL # UX4050 OR

HEAVY GAUGE STEEL

TENSION ROPE WOVEN

TRUNK ARMORING

"SAFETY BARRICADE" FENCING

TREE PROTECTION DETAIL

B

FLOW

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

C M

AQ

T

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D ow nt ow n\ D es ig n\

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dw g

FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-3

MISCELLANEOUS DETAILS

PLAN

INLET SEDIMENT CONTROL DEVICE

AT TYPE "C" OR "C-L" CATCH BASIN

SECTION

LIFT STRAPS

DUMPING STRAPS

SILT SACK

CATCH BASIN GRATE

FIBER ROLL AROUND

TYPE "C" OR "C-L" CATCH BASIN TOP

CURB DEFLECTOR

NOTE: THIS ITEM WILL BE MEASURED BY EACH SEDIMENT

CONTROL SYSTEM AT CATCH BASIN

NOTE: THIS ITEM WILL BE MEASURED BY EACH SEDIMENT

CONTROL SYSTEM AT CATCH BASIN

SAND BAG

SAND BAGS

CATCH BASIN

9" FIBER ROLL

SAW CUT EDGE, TACK COAT,

AND SEAL JOINT AFTER PAVING (TYP.)4" HMA S0.5 TRAFFIC LEVEL 2

(PLACED IN TWO EQUAL LIFTS)

EXISTING BITUMINOUS

CONCRETE PAVEMENT

TRENCH WIDTH

GREATER THAN 12"

12" 12"

SAW CUT EDGE, TACK COAT,

AND SEAL JOINT AFTER PAVING (TYP.)

EXISTING BITUMINOUS

CONCRETE PAVEMENT

TRENCH WIDTH (TW)

TRENCH WIDTH (TW)

PERMANENT PAVEMENT FOR

TRENCH THROUGH BITUMINOUS CONCRETE

TEMPORARY PAVEMENT FOR

TRENCH THROUGH BITUMINOUS CONCRETE

(TRENCH WIDTH GREATER THAN 12")

PROCESSED AGGREGATE BASE

MATERIAL COMPACTED IN 4" LIFTS

PROCESSED AGGREGATE BASE

MATERIAL COMPACTED IN 4" LIFTS

20" (30" IN ROCK CUT)

MATCH EXISTING PAVEMENT

THICKNESS USING HMA S0.5

TRAFFIC LEVEL 2 IN

MULTIPLE 2" - 3" LIFTS

FINAL LIFT SHALL BE 2"

MINIMUM COMPACTED

PAVEMENT THICKNESS

SHALL BE 6"

20" (30" IN ROCK CUT)

TRENCH WIDTH

GREATER THAN 12"

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

C M

AQ

T

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D ow nt ow n\ D es ig n\

2-

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FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-4

MISCELLANEOUS DETAILS

PLAN

LONGITUDINAL JOINT

40, 45, OR 50 MPH

35 MPH OR LESS

GREATER THAN 50 MPH

PLAN

PLAN

STORM

CTDOT

MILLED SURFACE MILLED SURFACE

MILLED SURFACE

LONGITUDINAL JOINT

BOND BREAKER

DIRECTION OF TRAVEL

BOND BREAKER BOND BREAKER BOND BREAKER

X

TRAVELWAY, RAMP

OR CROSS STREET

BITUMINOUS CONCRETE TAPERS AT A MINIMUM 12:1 TAPER IN ALL DIRECTIONS MAY BE SUBSITUTED

ROUND STRUCTURES WITH A VERTICAL FACE BETWEEN 1 INCH TO 2.5 INCHES MAY BE TRANSITIONED

GREATER THAN 1 INCH

LEADING AND TRAILING

LEADING AND TRAILING

LEADING AND TRAILING

POSTED SPEED LIMIT

X

X

X

X X

X FOR ALL DIRECTIONS EXCEPT THE LEADING AND TRAILING THE MINIMUM TAPER SHALL BE 12:1.X

TEMPORARY TRANSITIONS AT

ROADWAY STRUCTURES

LONGITUDINAL JOINT TRANSITION AT RECTANGULAR STRUCTURES TRANSITION AT ROUND STRUCTURES

ROUND STRUCTURES WITH A VERTICAL FACE GREATER THAN 2.5 INCHES SHALL RECIEVE A MINIMUM

TAPER OF 12:1 IN ALL DIRECTIONS.

TRAVEL WAY, RAMP

OR CROSS STREET

ALL RECTANGULAR STRUCTURES SHALL RECIEVE A MINIMUM TAPER OF 12:1 IN ALL DIRECTIONS.

WITH A HARD RUBBER TAPERED PROTECTION RING AS APPROVED.

FOR THE PROTECTION RINGS AS APPROVED.

TRAVEL WAY

HOT MIX ASPHALT (HMA)

1'

1"-3" MAX. SAW CUT BITUMINOUS CONCRETE

PAVEMENT OR AS DIRECTED

SAW CUT BITUMINOUS

CONCRETE PAVEMENT

OR AS DIRECTED

SECTION A SECTION B SECTION C

CTDOT

STORM

BA

C

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

C M

AQ

T

O D

D ow nt ow n\ D es ig n\

2-

1_

TY

P- M

D S.

dw g

FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-5

MISCELLANEOUS DETAILS

5% OR LESS

ROADWAY CROSS SLOPE

EDGE OF ROAD

SIDEWALK RAMP 8.33% MAX.

GREATER THAN 5%

ROADWAY CROSS SLOPE

SIDEWALK RAMP 8.33% MAX.

MAX.

1.5%

SIDEWALK RAMP GRADE AT

ROADWAY CROSS SLOPE OF 5% OR LESS

GUTTER COUNTER SLOPE

SIDEWALK RAMP GRADE AT

ROADWAY CROSS SLOPE OF GREATER THAN 5%

GUTTER COUNTER SLOPE

RAMP SLOPE

7.1% TYP.

8.33% MAX.

SLOPED CURBING INCLUDED

WITH RAMP (TYP.)

RAMP LENGTH

RAMP SLOPE

7.1% TYP.

8.33% MAX.

(48" MIN.)

CURBING

ROADWAY

24"

LIP HEIGHT

0" - 1/4" MAX.

LIP HEIGHT

0" - 1/4" MAX.

10%

MAX.

DEPRESSED CURB INCLUDED

WITH SIDEWALK RAMP

ROADWAY PROFILE SLOPE

MATCH ROADWAY PROFILE SLOPE

4" 7"

EDGE OF ROAD

GENERAL NOTES:

1.5% TYP.

2.0% MAX.

2% MAX.

8" GRANULAR FILL

5" CONCRETE

RAMP WARPING DETAIL

1. TRANSITION SIDEWALK RAMP TO MATCH

ROADWAY PROFILE AS GRADUALLY AS POSSIBLE.

DO NOT EXCEED 3 % PER FOOT CROSS SLOPE

RATE OF CHANGE WHEN TRANSITIONING TO

ROADWAY PROFILE.

2. COMPLETE TRANSITION TO THE ROADWAY PROFILE

BEHIND THE DETECTABLE WARNING SURFACE.

ONE OR BOTH ENDS OF THE

BOTTOM GRADE BREAK

ARE GREATER THAN 5' FROM

THE BACK OF THE CURB

GRADE BREAK

CURBING

GRADE BREAK

CURBING

BOTH ENDS OF THE BOTTOM

GRADE BREAK ARE 5' OR LESS

FROM THE BACK OF THE CURB

48" MIN.

48" MIN.

48" MIN.

GRADE BREAK GREATER THAN 5'

DETECTABLE WARNING SURFACE LOCATION

GRADE BREAK OF 5' OR LESS

DETECTABLE WARNING SURFACE LOCATION

RAMP SLOPE

7.1% TYP.

8.33% MAX.

48" MIN.

RAMP SLOPE

7.1% TYP.

8.33% MAX.

RUNNING SLOPE,

2% MIN., 5% MAX.

RUNNING SLOPE,

2% MIN., 5% MAX.

MATCH RAMP

CROSS SLOPE

SECTION A

A

PERPENDICULAR SIDEWALK RAMP

AND SECTION

TURNING SPACE

1.5% TYP.

2.0% MAX.

TURNING SPACE

TURNING SPACE

1.5% TYP.

2.0% MAX.

TURNING SPACE

1.5% TYP.

2.0% MAX.

48" MIN.

48" MIN.

TURNING SPACE

1.5% TYP.

2.0% MAX. 48" MIN.

DETECTABLE WARNING SURFACE

(SEE NOTE 6)

DETECTABLE WARNING SURFACE

(SEE NOTE 6)

DETECTABLE WARNING SURFACE

48" MIN.10%

MAX.

DETECTABLE WARNING SURFACE

CROSS SLOPE

MATCH RAMP

1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP.

2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED 14 INCH.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEAREST

EXPANSION OR CONTRACTION JOINT.

4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.33 PERCENT MAXIMUM BUT SHALL NOT

REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS AT PEDESTRIAN

STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND RAILROAD CROSSINGS ALONG STREETS

OR HIGHWAYS.

6. DETECTABLE WARNING SURFACES SHALL EXTEND 2 FEET MIN. IN THE DIRECTION OF PEDESTRIAN

TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

7. ALL GUIDESHEET VALUES COMPLY WITH PROWAG DRAFT 2013 GUIDELINES. UPDATED VALUES

WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE ONCE OFFICIALLY THE LAW.

8. CTDOT DESIGN STANDARD USE THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG)

SEE ENGINEERING DIRECTIVE ED-2019-7.

9. CURB RAMPS SHALL BE CONSTRUCTED SO THAT WATER WILL NOT ACCUMLATE WITHIN THE

PEDESTRIAN ACCESS ROUTE.

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

C M

AQ

T

O D

D ow nt ow n\ D es ig n\

2-

1_

TY

P- M

D S.

dw g

FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-6

MISCELLANEOUS DETAILS

BLENDED TRANSITION

WITH TURNING SPACE AT TOP

(TYPE 5)

GENERAL NOTES:

1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO

THE SLOPE OF THE RAMP.

2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED 14" INCH.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL

BE TO THE NEAREST EXPANSION OR CONTRACTION JOINT.

4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.33 PERCENT MAXIMUM

BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS

AT PEDESTRIAN STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND

RAILROAD CROSSINGS ALONG STREETS OR HIGHWAYS.

6. DETECTABLE WARNING SURFACES SHALL EXTEND 2 FEET MIN. IN THE

DIRECTION OF PEDESTRIAN TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

7. ALL GUIDESHEET VALUES COMPLY WITH PROWAG DRAFT 2013 GUIDELINES.

UPDATED VALUES WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE

ONCE OFFICIALLY THE LAW.

8. CTDOT DESIGN STANDARD USE THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY

GUIDELINES (PROWAG) SEE ENGINEERING DIRECTIVE ED-2019-7.

9. CURB RAMPS SHALL BE CONSTRUCTED SO THAT WATER WILL NOT ACCULATE

WITHIN THE PEDESTRIAN ACCESS ROUTE.

CURBING

48" MIN.

SLOPED CURBING INCLUDED

WITH RAMP (TYP.)

LIP HEIGHT

0" - 1/4" MAX.

TURNING SPACE

1.5% TYP.

2.0% MAX.

48" MIN.

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

10%

MAX.

10%

MAX.

TYP. RAMP RUNNING

SLOPE 5.0% MAX

RAMP SLOPE

7.1% TYP.

8.33% MAX.

TURNING

SPACE

1.5% TYP.

2.0% MAX.

60" MIN.

RAMP SLOPE

7.1% TYP.

8.33% MAX.

48" MIN.

CURBING

SLOPED CURBING INCLUDED

WITH RAMP (TYP.)

SLOPED CURBING

INCLUDED WITH

RAMP (TYP.)

NON-WALKING SURFACE

48" MIN.

PARALLEL RAMP WITH

TURNING SPACE CONSTRAINED

ON TWO (2) OR MORE SIDES

(TYPE 9)

48" MIN.

SIDEWALK CURBING (OPTIONAL)

(REVEAL SHALL NOT EXCEED 12")

RAMP SLOPE

7.1% TYP.

8.33% MAX.

TURNING

SPACE

1.5% TYP.

2.0% MAX.

48" MIN.

48" MIN.

SLOPED CURBING INCLUDED

WITH RAMP (TYP.)

CURBING

NON-WALKING SURFACE

48"

MIN.

PARALLEL RAMP

WITH TURNING SPACE

CONSTRAINED ON ONE SIDE

(TYPE 10a)

R=2' MIN.

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

LIP HEIGHT

0" - 1/4" MAX.

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

LIP HEIGHT

0" - 1/4" MAX.

DESIGNED BY:

DeCARLO & DOLL, INC.

DESIGNER/DRAFTER: PROJECT TITLE:

SHEET NO.:

DRAWING NO.:

PROJECT NO.:

ANSONIA

Q :\P ro je ct s\

D D

P ro je ct s\

An so ni a

C M

AQ

T

O D

D ow nt ow n\ D es ig n\

2-

1_

TY

P- M

D S.

dw g

FILENAME:

STATE PROJECT NO. 002-131

TRAIN STATION AREA PEDESTRIAN

ACCESSIBILITY IMPROVEMENTS

DRAWING TITLE:

TOWN:

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

DATE PLOTTED: 4/23/2026

51996

NOT TO SCALE

SIGNATURE/

BLOCK:

D CARLO & DOLL, INC.DD E

M. BAUER

R. NAULT MDS-7

MISCELLANEOUS DETAILS

GENERAL NOTES:

1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO

THE SLOPE OF THE RAMP.

2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED 14" INCH.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL

BE TO THE NEAREST EXPANSION OR CONTRACTION JOINT.

4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.33 PERCENT MAXIMUM

BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS

AT PEDESTRIAN STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND

RAILROAD CROSSINGS ALONG STREETS OR HIGHWAYS.

6. DETECTABLE WARNING SURFACES SHALL EXTEND 2 FEET MIN. IN THE

DIRECTION OF PEDESTRIAN TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

7. ALL GUIDESHEET VALUES COMPLY WITH PROWAG DRAFT 2013 GUIDELINES.

UPDATED VALUES WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE

ONCE OFFICIALLY THE LAW.

8. CTDOT DESIGN STANDARD USE THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY

GUIDELINES (PROWAG) SEE ENGINEERING DIRECTIVE ED-2019-7.

9. CURB RAMPS SHALL BE CONSTRUCTED SO THAT WATER WILL NOT ACCULATE

WITHIN THE PEDESTRIAN ACCESS ROUTE.

SINGLE DIRECTION PERPENDICULAR RAMP

GRADE BREAK TO THE BACK OF CURB

GREATER THAN 5'

(TYPE 14)

RAMP SLOPE

7.1% TYP.

8.33% MAX.

CURBING

CURBING

NON-WALKING SURFACE

SINGLE DIRECTION PERPENDICULAR RAMP

RETURN CURB WITH NON-WALKING SURFACE

(TYPE 16)

TURNING SPACE

1.5% TYP.

2.0% MAX.

48" MIN.

SIDEWALK CURBING (TYP.)

INCLUDED WITH RAMP

RAMP SLOPE

7.1% TYP.

8.33% MAX.

TURNING SPACE

1.5% TYP.

2.0% MAX.

CURBING

SLOPED CURBING INCLUDED

WITH RAMP (TYP.)

48" MIN.

GRADE BREAK TO THE BACK

OF CURB THAT IS GREATER THAN 5'

GRADE BREAK

R=2' MIN. (TYP.)

NON-WALKING SURFACE

R=2' MIN. (TYP.)

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

LIP HEIGHT

0" - 1/4" MAX.

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

LIP HEIGHT

0" - 1/4" MAX.

48" MIN.

48" MIN.

UTILITY POLE

SLOPED CURBING

INCLUDED

WITH RAMP (TYP.)

48" MIN.

PERPENDICULAR RAMP

WITH NON-WALKING SURFACE

(TYPE 18 RIGHT)

R=2' MIN. (TYP.)

10% MAX.

NON-WALKING SURFACE

CURBING

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

LIP HEIGHT

0" - 1/4" MAX.

TURNING SPACE

1.5% TYP.

2.0% MAX.

RAMP SLOPE

7.1% TYP.

8.33% MAX.

48" MIN.

UTILITY POLE

SLOPED CURBING

INCLUDED

WITH RAMP (TYP.)

48" MIN.

PERPENDICULAR RAMP

WITH NON-WALKING SURFACE

(TYPE 18 RIGHT)

R=2' MIN. (TYP.)

10% MAX.

NON-WALKING SURFACE

CURBING

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

LIP HEIGHT

0" - 1/4" MAX.

TURNING SPACE

1.5% TYP.

2.0% MAX.

RAMP SLOPE

7.1% TYP.

8.33% MAX.

DESIGNED BY:

LUCHS CONSULTING ENGINEERS, LLC

89 COLONY STREET

MERIDEN, CT 06451

DESIGNED BY:

DeCARLO & DOLL, INC.