Project_Plans.pdf

TOWN OF MANCHESTER

P U B L I C W O R K S D E P A R T M E N T

E N G I N E E R I N G D I V I S I O N

2026 SIDEWALK SPOT REPAIR PROGRAM

MARCH 2026

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DESIGN STANDARD :

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TOWN OF MANCHESTER PUBLIC IMPROVEMENT

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STANDARDS, EFFECTIVE DATE JANUARY 19, 2004,

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PLAN: 1" = 20'

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OTHER SCALES AS NOTED

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ALL ELEVATIONS ON THIS PROJECT BASED ON

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NORTH AMERICAN VERTICAL DATUM OF 1988.

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DATUMS :

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STANDARD SPECIFICATIONS :

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SEE CONTRACT DOCUMENTS

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DESIGN SCALES :

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AS AMENDED

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LIST OF DRAWINGS

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SHEET NO.

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DESCRIPTION

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COVER SHEET

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CTDOT SIDEWALK RAMP DETAILS

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TOWN OF MANCHESTER STANDARD DETAILS

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HORIZONTAL CONTROL BASED ON TOWN OF

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MANCHESTER CONTROL NETWORK AS ESTABLISHED

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IN 1998 UTILIZING NAD83 VALUES AS PUBLISHED

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BY CTDOT.

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CTDOT SIDEWALK TRAFFIC FOUNDATION DETAILS

CONCRETE SIDEWALK AND CURB MONOLITHIC

N O T T O S C A L E

RADIUS GRANITE STONE CURB

N O T T O S C A L E

GRANITE STONE CURB

N O T T O S C A L E

PERMANENT PAVEMENT REPAIR

N O T T O S C A L E

CAST IN PLACE CONCRETE CURB

N O T T O S C A L E

BITUMINOUS CONCRETE DRIVEWAY APRON

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BITUMINOUS CONCRETE LIP CURB

N O T T O S C A L E

SILT SACK

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RESTORATION OF LAWN AREAS

N O T T O S C A L E

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

2026035

2026035-PLANS.DWG

MISCELLANEOUS

DETAILS

VARIOUS LOCATIONS

MANCHESTER, CT

2026 SIDEWALK

SPOT REPAIR PROGRAM

CONCRETE SIDEWALK

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CONCRETE DRIVEWAY APRON (NO SHELF)

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CONCRETE DRIVEWAY APRON (WITH SHELF)

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6" REINFORCED CONCRETE SIDEWALK

(ACROSS DRIVEWAYS)

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AutoCAD SHX Text 5"' PROCESSED AGGREGATE BASE (BROKEN ANGULAR STONE) INCLUDED IN CONTRACT UNIT PRICE BID FOR "CONCRETE SIDEWALK AND CURB MONOLITHIC" OF THE TYPE SPECIFIED.

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4' OR 5' TYPICAL

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8"MIN.

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CLASS "F" CONCRETE(4000 P.S.I.)

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SLOPE - 1/4"/FT

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SAW CUT EXISTING PAVEMENT

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1" RADIUS

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1/4" GROOVE

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CURB SECTION

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TOOLED JOINT DEPTH 3/8"(TYP.)

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12" TYP.

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1/4" GROOVE

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5/8" STEEL DOWELS

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CONTROL JOINT EVERY 15 FT.

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%%UPLAN%%U

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1/2" ASPHALTIC

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EXPANSION JOINT

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MATERIAL EVERY 30'

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(INCLUDED IN ITEM "BITUMINOUS CONCRETE ROADWAY")

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CURB AND SIDEWALK

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AutoCAD SHX Text CLASS "C" CONCRETE INCLUDED IN CONTRACT UNIT PRICE BID FOR "RADIUS GRANITE CURB" OR "RESET GRANITE CURB" OF THE TYPE SPECIFIED.

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STONE CURB

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RADIUS GRANITE

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BREAKER BETWEEN

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APPROVED BOND

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GRANITE STONE

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APPROVED BOND

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BREAKER BETWEEN

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CURB AND SIDEWALK

AutoCAD SHX Text PROCESSED AGGREGATE BASE (BROKEN ANGULAR STONE) INCLUDED IN CONTRACT UNIT PRICE BID FOR "GRANITE STONE CURB" OR "RESET GRANITE STONE CURB".

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%%UNOTES%%U

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1. MIN. LENGTH 4'-0"

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2. FINISH-SAWN TOP & SPLIT FACE

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JOINTED.

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CURB

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2' PAVEMENT PATCH PAID UNDER "BITUMINOUS CONCRETE PAVEMENT REPAIR" ITEM

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2' PAVEMENT PATCH PAID UNDER "BITUMINOUS CONCRETE ROADWAY" ITEM

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SET GRANITE CURB IN MIN. 6" OF CONCRETE AT JOINTS ONLY

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EXISTING PAVEMENT

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EXISTING BASE MATERIAL

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1 1/2" HMA S0.5 SURFACE COURSE

AutoCAD SHX Text 3" HMA S1.0 BASE COURSE (LOCAL) 4 1/2" HMA S1.0 BASE COURSE (COLLECTOR) 6" HMA S1.0 BASE COURSE (ARTERIAL)

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12" PROCESSED AGGREGATE BASE

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SAWCUT AND JOINT SEAL

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CURB OR DRIVEWAY APRON

AutoCAD SHX Text NOTE: 1) SAWCUTTING, EXCAVATION, PROCESSED AGGREGATE BASE, SAWCUTTING, EXCAVATION, PROCESSED AGGREGATE BASE, BITUMINOUS CONCRETE AND JOINT SEAL ARE ALL INCLUDED IN IN THE ITEM "PERMANENT PAVEMENT REPAIR (TYPE)". 2) SEE SPECIFICATION FOR SURFACE COURSE AND BASE COURSE SEE SPECIFICATION FOR SURFACE COURSE AND BASE COURSE DIMENSIONS FOR EACH ROADWAY TYPE.

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MATCH EXISTING CROSS SLOPE

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12" PROCESSED AGGREGATE BASE

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SAW CUT AND JOINT SEAL

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#3 REINFORCING BARS(TYP.)

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PAVEMENT REPAIR PAID AS "BITUMINOUS CONCRETE PAVEMENT REPAIR (TYPE)"

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STREETLINE

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EXISTING CURB

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CONCRETE SIDEWALK

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EXISTING DRIVEWAY

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-GRASS SHELF-

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SAWCUT AND JOINT SEAL

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1"/FT. MAX.

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2" BIT. CONC. CLASS 2 SURFACE COURSE

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2" BIT. CONC. CLASS 2 BASE COURSE

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6" PROCESSED AGGREGATE BASE

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EXISTING ROADWAY

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SAWCUT AND JOINT SEAL

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PLAN

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SECTION A-A

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3' CURB TRANSITION

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PAVEMENT REPAIR PAID UNDER ITEM: "BITUMINOUS CONCRETE PAVEMENT REPAIR *(TYPE)"

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MAINTAIN GUTTER FLOW LINE

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12"/FT. MAX.

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6" THICK CONCRETE SIDEWALK WITH WELDED WIRE MESH (SEE DETAIL)

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6" CLASS "F" CONCRETE

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5" PROCESSED AGGREGATE BASE (MIN.)

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1 " LIP12" LIP

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PAVEMENT REPAIR PAID UNDER ITEM: "PERMANENT PAVEMENT REPAIR"

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SAWCUT AND JOINT SEAL

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PAVEMENT

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MAJOR RAINFALL.

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FEET OF SEDIMENT. INSPECT EVERY 2 TO 3 WEEKS OR AFTER EVERY

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SILTSACKS SHALL BE EMPTIED WHEN THEY HAVE COLLECTED 1 TO 1.5

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ACF OR EQUIVALENT

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MANUFACTURED BY

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HI-FLOW SILTSACK

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REMOVAL & SUPPORT

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#8 REBAR FOR BAG

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MIM 3'

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RESTRAINT

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EXPANSION

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EXISTING GROUND

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SUBGRADE

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4" TOPSOIL

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FERTILIZER AND SEED

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HORIZONTAL: NAD83 VERTICAL: NAVD88

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DATUM

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NO SCALE

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SHEET NUMBER

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SHEET TITLE

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PROJECT TITLE

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PROJECT LOCATION

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RELEASED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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NO.

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DATE

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FILE

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PROJECT NUMBER

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FILENAME

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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

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DRAWING SCALE

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JL

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JL

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FOR BIDDING

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= EROSION CONTROL

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= RAILROAD TRACKS

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= WETLANDS BOUNDARY

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= TRAFFIC SPAN POLE

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= UTILITY POLE WITH LIGHT

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= CONCRETE MONUMENT

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= GRANITE MONUMENT

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BASEMAP LEGEND

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= STOCKADE FENCE

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= CHAIN LINK FENCE

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= IRON ROD

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= CONTROL POINT

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= DRILL HOLE

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= UTILITY POLE

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= IRON PIPE

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= WIRE FENCE

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= RETAINING WALL

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= GUIDE RAIL

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= STONE WALL

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= MAIL BOX

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= BOLLARD

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= CONTROLLER CABINET

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= ELECTRIC BOX

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= TELEPHONE BOX

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= CATV TUBE

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TV

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= DRAINAGE MANHOLE

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= BLOW OFF

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= BUTTERFLY VALVE

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= DOUBLE POST SIGN

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= WATER VALVE

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= SIGN

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BO

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BV

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WV

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= CATCH BASIN

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= HYDRANT

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= CURB STOP

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= CULVERT END

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CS

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= LIGHT POLE

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= CONIFEROUS TREE

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= DECIDUOUS TREE

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= SANITARY MANHOLE

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= GAS GATE

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GG

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= PROPERTY LINE

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*SEE SHEET 1 FOR ADDITIONAL INFORMATION*

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JL

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FULL CONTROL JOINT AT

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EVERY 15 FEET

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PLACED ON 1/2 OF THE DOWEL

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5/8" SMOOTH METAL DOWELS

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DIPPED IN LIQUID ASPHALT AND

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AN APPROVED BOND BREAKER

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%%UEXPANSION JOINT - DETAIL

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EXPANSION JOINT

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MATERIAL

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1/2" ASPHALT

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TOOLED JOINT (DEPTH 3/8")

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%%UNOTES:

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%%USECTION

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%%UPLAN

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4' OR 5'

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1/4"/FT

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12" TYP.

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BID FOR "CONCRETE SIDEWALK"

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CLASS "F" CONCRETE - 5" THICK

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INCLUDED IN THE CONTRACT UNIT PRICE

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5" PROCESSED AGGREGATE BASE

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(ANGULAR BROKEN STONE)

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GRASS SHELF OR CURB

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THIS SHEET)

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1/2" ASPHALT

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MATERIAL W/DOWELS

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EXPANSION JOINT

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EVERY 30'(SEE DETAIL

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12" TYP.

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1. IN MOST CASES, THE WIDTH OF THE NEW SIDEWALK IN MOST CASES, THE WIDTH OF THE NEW SIDEWALK SHALL MATCH THE WIDTH OF THE EXISTING SIDEWALK BEING REPLACED. THE ENGINEER WILL DETERMINE THE WIDTH OF THE NEW WALK FOR EACH STREET. 2. METAL DOWELS SHALL BE INSTALLED AT THE JOINTS METAL DOWELS SHALL BE INSTALLED AT THE JOINTS BETWEEN DAILY CONCRETE POURS. 3. THE CONTRACTOR SHALL EXCAVATE TO THE DEPTHS THE CONTRACTOR SHALL EXCAVATE TO THE DEPTHS REQUIRED TO INSTALL NEW PROCESSED AGGREGATE BASE AS SHOWN REGARDLESS OF WHETHER THERE IS EXISTING BASE MATERIAL UNDER THE EXISTING SIDEWALK.

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SEE NOTE 1

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TYP.

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STREETLINE

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GRANITE OR CONCRETE CURB

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EXISTING DRIVEWAY

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EXISTING ROADWAY

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SAWCUT AND JOINT SEAL

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PLAN

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SECTION A-A

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BITUMINOUS CONCRETE PAVEMENT REPAIR

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1 " LIP12" LIP

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6" OR 8" THICK CONCRETE DRIVEWAY APRON

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6" CLASS "F" CONCRETE (RESIDENTIAL) 8" CLASS "F" CONCRETE (COMMERCIAL)

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8" PROCESSED AGGREGATE BASE

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1 " LIP12" LIP

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BITUMINOUS CONCRETE PAVEMENT REPAIR

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SAWCUT AND JOINT SEAL

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CONCRETE SIDEWALK

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WELDED WIRE MESH (TYP.)

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CONTROL JOINT

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EXPANSION JOINT WITH DOWELS (TYP.)

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TOOLED JOINT (TYP.)

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3" BITUMINOUS CONCRETE CLASS 2

AutoCAD SHX Text NOTES: : 1. PAVEMENT COURSES AND PROCESSED AGGREGATE BASE PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL MATCH EXISTING OR BE INSTALLED AS DIRECTED BY THE ENGINEER. PROCESSED AGGREGATE BASE THICKNESS SHALL BE 12" MINIMUM. 2. TOTAL HEIGHT OF LIP AND APRON TRANSITION SHALL BE 3" TOTAL HEIGHT OF LIP AND APRON TRANSITION SHALL BE 3" MAXIMUM ABOVE THE ROAD GUTTER. WHEN REQUIRED, REPLACE ADJACENT CONCRETE SIDEWALK SLABS AND RESET CURB AT 5% MAXIMUM SLOPE AS DIRECTED BY THE ENGINEER.

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EXISTING PAVEMENT

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TRANSITION ADJACENT CONCRETE SIDEWALK AND CURB WHEN REQUIRED

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APRON TRANSITION

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STREETLINE

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EXISTING CURB

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CONCRETE SIDEWALK

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EXISTING DRIVEWAY

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-GRASS-

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6" OR 8" THICK CONCRETE DRIVEWAY APRON

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BITUMINOUS CONCRETE PAVEMENT REPAIR

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1 " LIP12" LIP

AutoCAD SHX Text NOTES: : 1. PAVEMENT COURSES AND PROCESSED AGGREGATE BASE PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL MATCH EXISTING OR BE INSTALLED AS DIRECTED BY THE ENGINEER. PROCESSED AGGREGATE BASE THICKNESS SHALL BE 12" MINIMUM. 2. TOTAL HEIGHT OF LIP AND APRON TRANSITION SHALL BE 3" TOTAL HEIGHT OF LIP AND APRON TRANSITION SHALL BE 3" MAXIMUM ABOVE THE ROAD GUTTER. WHEN REQUIRED, REPLACE ADJACENT CONCRETE SIDEWALK SLABS AT 5% MAXIMUM SLOPE AS DIRECTED BY THE ENGINEER.

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TOOLED JOINT (TYP.)

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PLAN

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EXPANSION JOINT WITH DOWELS (TYP.)

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TRANSITION ADJACENT CONCRETE SIDEWALK WHEN REQUIRED

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EXISTING ROADWAY

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SAWCUT AND JOINT SEAL

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SECTION A-A

AutoCAD SHX Text 6x6 W1.4xW1.4 WELDED WIRE MESH

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6" CLASS "F" CONCRETE (RESIDENTIAL) 8" CLASS "F" CONCRETE (COMMERCIAL)

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8" PROCESSED AGGREGATE BASE

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1 " LIP12" LIP

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BITUMINOUS CONCRETE PAVEMENT REPAIR

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SAWCUT AND JOINT SEAL

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3" BITUMINOUS CONCRETE CLASS 2

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EXISTING PAVEMENT

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APRON TRANSITION

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-GRASS-

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CONTROL JOINT

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WELDED WIRE MESH (TYP.)

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STREETLINE

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EXISTING CURB

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CONCRETE SIDEWALK

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-GRASS-

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EXISTING ROADWAY

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PLAN

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SECTION A-A

AutoCAD SHX Text NOTES: 1. A CONCRETE DRIVEWAY APRON THAT EXTENDS A CONCRETE DRIVEWAY APRON THAT EXTENDS FROM THE BACK OF SIDEWALK TO THE ROAD GUTTER SHALL BE INSTALLED WHERE SHELF WIDTH IS LESS THAN 3 FT. SEE APPROPRIATE DETAIL. 2. SEE RESPECTIVE DETAILS FOR CONCRETE SIDEWALK SEE RESPECTIVE DETAILS FOR CONCRETE SIDEWALK AND CURB. 3. ALL DRIVEWAY RECONSTRUCTION INCLUDING ALL DRIVEWAY RECONSTRUCTION INCLUDING SAWCUT AND JOINT SEAL SHALL BE PAID FOR AS "BITUMINOUS CONCRETE DRIVEWAY".

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14"/FT MAX.

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6" REINFORCED CONCRETE SIDEWALK

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6" CLASS "F" CONCRETE

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1 " LIP12" LIP

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SAWCUT AND JOINT SEAL

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BITUMINOUS CONCRETE DRIVEWAY APRON (SEE DETAIL)

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EXISTING DRIVEWAY

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3" BITUMINOUS CONCRETE CLASS 2

AutoCAD SHX Text 6x6 W1.4xW1.4 WELDED WIRE MESH

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6" PROCESSED AGGREGATE BASE

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WELDED WIRE MESH (TYP.)

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1"/FT MAX.

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BITUMINOUS CONCRETE DRIVEWAY APRON (SEE DETAIL)

EXPANSION JOINT WITH DOWELS (TYP.)

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

2026035

2026035-PLANS.DWG

MISCELLANEOUS

DETAILS

VARIOUS LOCATIONS

MANCHESTER, CT

2026 SIDEWALK

SPOT REPAIR PROGRAM

RESET CATCH BASIN TOP

N O T T O S C A L E

TYPE "C" CATCH BASIN TOP (3-SIDED)

N O T T O S C A L E

TYPE "C" CATCH BASIN TOP

(FOR CONCRETE CURB)

N O T T O S C A L E

TYPE "C" CATCH BASIN TOP

(FOR BITUMINOUS CONCRETE LIP CURB)

N O T T O S C A L E

TYPE "C" DOUBLE GRATE TYPE I CATCH BASIN TOP

(FOR CONCRETE CURB AND BITUMINOUS CONCRETE LIP CURB)

N O T T O S C A L E

TYPE "C" DOUBLE GRATE TYPE II CATCH BASIN TOP

(FOR BITUMINOUS CONCRETE LIP CURB, CONCRETE CURB AND GRANITE CURB)

N O T T O S C A L E

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HORIZONTAL: NAD83 VERTICAL: NAVD88

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DATUM

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NO SCALE

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SHEET NUMBER

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SHEET TITLE

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PROJECT TITLE

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PROJECT LOCATION

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RELEASED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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NO.

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DATE

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FILE

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PROJECT NUMBER

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FILENAME

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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

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DRAWING SCALE

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JL

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JL

AutoCAD SHX Text 3/17/26

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FOR BIDDING

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AutoCAD SHX Text C

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= EROSION CONTROL

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= RAILROAD TRACKS

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= WETLANDS BOUNDARY

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= TRAFFIC SPAN POLE

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= UTILITY POLE WITH LIGHT

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= CONCRETE MONUMENT

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= GRANITE MONUMENT

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BASEMAP LEGEND

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= STOCKADE FENCE

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= CHAIN LINK FENCE

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= IRON ROD

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= CONTROL POINT

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= DRILL HOLE

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= UTILITY POLE

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= IRON PIPE

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= WIRE FENCE

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= RETAINING WALL

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= GUIDE RAIL

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= STONE WALL

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= MAIL BOX

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= BOLLARD

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= CONTROLLER CABINET

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= ELECTRIC BOX

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= TELEPHONE BOX

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= CATV TUBE

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TV

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= DRAINAGE MANHOLE

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= BLOW OFF

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= BUTTERFLY VALVE

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= DOUBLE POST SIGN

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= WATER VALVE

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= SIGN

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BO

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BV

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WV

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= CATCH BASIN

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= HYDRANT

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= CURB STOP

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= CULVERT END

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CS

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= LIGHT POLE

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= CONIFEROUS TREE

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= DECIDUOUS TREE

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= SANITARY MANHOLE

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= GAS GATE

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GG

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= PROPERTY LINE

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*SEE SHEET 1 FOR ADDITIONAL INFORMATION*

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JL

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%%USIDE

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6'-0" GRANITE CURB INLET

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%%UFRONT

AutoCAD SHX Text TYPE "C" CB TOP (SHOWN), TYPE "C" CB DOUBLE GRATE TYPE I TOP, TYPE "C" CB DOUBLE GRATE TYPE II TOP AND ALL TYPE "C-L" CATCH BASIN TOPS

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EXISTING CATCH BASIN

AutoCAD SHX Text NOTES: : 1. WHEN CONCRETE BLOCKS ARE USED, MAXIMUM CORBEL IS 2" PER WHEN CONCRETE BLOCKS ARE USED, MAXIMUM CORBEL IS 2" PER COURSE OF BLOCK. 2. WALLS SHALL BE CONCRETE BLOCK OR PRECAST CONCRETE SECTIONS. WALLS SHALL BE CONCRETE BLOCK OR PRECAST CONCRETE SECTIONS. 3. WALL THICKNESS TO BE 12" WHEN TOTAL HEIGHT OF STRUCTURE WALL THICKNESS TO BE 12" WHEN TOTAL HEIGHT OF STRUCTURE EXCEEDS 10' FROM TOP OF FRAME TO BOTTOM OF BASE. 4. THIS DETAIL SHOWN RESETTING A NEW TYPE "C" CATCH BASIN TOP THIS DETAIL SHOWN RESETTING A NEW TYPE "C" CATCH BASIN TOP WITH GRANITE CURB INLET; HOWEVER, IT SHALL BE USED FOR ALL CATCH BASIN TYPES SPECIFIED ON THE PLANS.

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1. SAWCUT AND REMOVE EXISTING BITUMINOUS SAWCUT AND REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT AND BASE MATERIAL UP TO THE TOP OF THE STRUCTURE. 2. REMOVE EXISTING CATCH BASIN TOP. REMOVE EXISTING CATCH BASIN TOP. 3. RECONSTRUCT STRUCTURE WALLS TO A 3' DEPTH RECONSTRUCT STRUCTURE WALLS TO A 3' DEPTH UNLESS OTHERWISE DIRECTED BY THE TOWN. 4. PROVIDE AT LEAST ONE ROW OF CONCRETE PROVIDE AT LEAST ONE ROW OF CONCRETE BRICKS/BLOCKS OR PRECAST CONCRETE RISER (1 1/2" MIN. THICKNESS) TO ADJUST THE NEW CB TOP TO MATCH THE NEW PAVEMENT SURFACE. 5. NEW PAVEMENT COURSES AND PROCESSED NEW PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL MATCH EXISTING OR BE INSTALLED AS DIRECTED BY THE TOWN. PROCESSED AGGREGATE BASE THICKNESS SHALL BE 12" MINIMUM.

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%%UGENERAL DESCRIPTION OF WORK:

AutoCAD SHX Text 10 5/8"

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STEEL PLATE

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AutoCAD SHX Text 4'-8 3/4"

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%%UPLAN

AutoCAD SHX Text 1'-7 5/8"

AutoCAD SHX Text 3'-3/4"

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1/2" X 10 5/8" STEEL PLATE

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%%USIDE

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#4 BARS

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AutoCAD SHX Text 11 1/2"

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%%UFRONT

AutoCAD SHX Text 4'-8 3/4"

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#4 BARS

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NOTE: : CATCH BASIN STRUCTURE TO BE AS DETAILED IN TYPE "C" CATCH BASIN.

AutoCAD SHX Text 2'-8 "34"

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AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 12"

AutoCAD SHX Text 2'-2 "38"

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TOP OF FRAME ELEVATION APPLIES HERE

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#4 REBAR

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%%USIDE

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#4 BARS

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4'-0'' LONG

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AutoCAD SHX Text 2''

AutoCAD SHX Text R= ''12''

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TOP OF GRATE

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AutoCAD SHX Text 10''

AutoCAD SHX Text R= ''14''

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PITCH '' PER FT.14'' PER FT.

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ROADWAY CROSS SLOPE

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CURB LINE

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AutoCAD SHX Text 1 ''12''

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AutoCAD SHX Text 20 "316"

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AutoCAD SHX Text 10 "316"

AutoCAD SHX Text 8"

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12" TYP.

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9½"AT GUTTER

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%%UINLET DETAIL

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STEEL FRAME AND GRATE (SEE DETAIL)

AutoCAD SHX Text 3'-10 "38"

AutoCAD SHX Text 4'-8 "34"

AutoCAD SHX Text NOTES: : 1. CONCRETE TOP SHALL BE CAST TO MATCH ADJACENT CONCRETE CURB. CONCRETE TOP SHALL BE CAST TO MATCH ADJACENT CONCRETE CURB. 2. CATCH BASIN TOP DIMENSIONS PROVIDED ARE APPROXIMATE. ACTUAL CATCH BASIN TOP DIMENSIONS PROVIDED ARE APPROXIMATE. ACTUAL DIMENSIONS ARE SUBJECT TO APPROVAL BY THE TOWN.

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AutoCAD SHX Text 12"

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TOP OF FRAME ELEVATION APPLIES HERE

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CURB LINE

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PITCH 1/4"/FT

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ROADWAY CROSS SLOPE

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TOP OF GRATE

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AutoCAD SHX Text 16"

AutoCAD SHX Text 4 "12"

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%%UINLET DETAIL

AutoCAD SHX Text NOTES: : 1. CONCRETE TOP SHALL BE CAST TO MATCH CONCRETE TOP SHALL BE CAST TO MATCH ADJACENT BITUMINOUS CONCRETE LIP CURB. 2. CATCH BASIN TOP DIMENSIONS PROVIDED ARE CATCH BASIN TOP DIMENSIONS PROVIDED ARE APPROXIMATE. ACTUAL DIMENSIONS ARE SUBJECT TO APPROVAL BY THE TOWN.

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9 "AT GUTTER12"AT GUTTER

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STEEL FRAME AND GRATE (SEE DETAIL)

AutoCAD SHX Text 20 "316"

AutoCAD SHX Text 1"

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AutoCAD SHX Text 10 "316"

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#4 BARS

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4'-0'' LONG

AutoCAD SHX Text 12"

AutoCAD SHX Text 2'-2 "38"

AutoCAD SHX Text 8"

AutoCAD SHX Text 3'-10 "38"

AutoCAD SHX Text 2'-8 "34"

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#4 REBAR

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12" TYP.

AutoCAD SHX Text 4'-8 "34"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 ''12''

AutoCAD SHX Text 45°

AutoCAD SHX Text 5''

AutoCAD SHX Text 4''

AutoCAD SHX Text 1''

AutoCAD SHX Text 2''

AutoCAD SHX Text 42°

AutoCAD SHX Text 4 ''12''

AutoCAD SHX Text 10''

AutoCAD SHX Text 1''

AutoCAD SHX Text R=2''

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ROADWAY CROSS SLOPE TOP OF GRATE

AutoCAD SHX Text R= ''14''

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PITCH ''/FT.14''/FT.

AutoCAD SHX Text 18''

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CURB LINE

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#3 STIRRUPS 9" O.C.

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(TYP.)

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INLET FOR 6'' BITUMINIOUS CONCRETE LIP CURBING

AutoCAD SHX Text R= ''14''

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INLET FOR 6'' CONCRETE CURBING

AutoCAD SHX Text 10''

AutoCAD SHX Text 1''

AutoCAD SHX Text 2 ''12''

AutoCAD SHX Text R= ''12''

AutoCAD SHX Text 2''

AutoCAD SHX Text 4''

AutoCAD SHX Text 2 ''12''

AutoCAD SHX Text 5''

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PITCH ''/FT.14''/FT.

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CURB LINE

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#4 BARS

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(TYP.)

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18'' TYPE I

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#3 STIRRUPS

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9'' O.C. (TYP.)

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16'' TYPE II

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#4 BARS (TYP.)

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ROADWAY CROSS SLOPE

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TOP OF GRATE

AutoCAD SHX Text 1' -8 ''38''

AutoCAD SHX Text S4x9.5

AutoCAD SHX Text 1'-3 ''12''

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(TYP.)

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AutoCAD SHX Text 12''

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AutoCAD SHX Text 2''

AutoCAD SHX Text 1'-6 ''78''

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(TYP.)

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12'' DROP

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(MIN.)

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58'' DIA. HOLES

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FOR 2 - #4 BARS

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5'-2'' LONG (TYP.)

AutoCAD SHX Text S4 x 9.5 x 4'-6'' LONG

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(TYP.)

AutoCAD SHX Text 5 ''58''

AutoCAD SHX Text 7 ''12''

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CROSS SECTION

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FRONT

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2 #4 BARS 4'-10'' LONG

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VARIES

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12' DROP (MIN.)

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(TYP.)

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VARIES

AutoCAD SHX Text 9 ''58''

AutoCAD SHX Text 10''

AutoCAD SHX Text 3'-10''

AutoCAD SHX Text 1' -8 ''38''

AutoCAD SHX Text 2'-9''

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TOP OF FRAME ELEVATION APPLIES HERE

AutoCAD SHX Text 5'-8''

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STEEL FRAME AND GRATE (SEE DETAIL)

AutoCAD SHX Text 5'-4''

AutoCAD SHX Text NOTE: : 1. CATCH BASIN TOP DIMENSIONS PROVIDED ARE CATCH BASIN TOP DIMENSIONS PROVIDED ARE APPROXIMATE. ACTUAL DIMENSIONS ARE SUBJECT TO APPROVAL BY THE TOWN.

AutoCAD SHX Text 2 ''12''

AutoCAD SHX Text 45°

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AutoCAD SHX Text 4 ''12''

AutoCAD SHX Text 10''

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AutoCAD SHX Text R=2''

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ROADWAY CROSS SLOPE

AutoCAD SHX Text R= ''14''

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TOP OF GRATE

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PITCH ''/FT.14''/FT.

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18'' TYPE I

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CURB LINE

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#3 STIRRUPS

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9'' O.C. (TYP.)

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16'' TYPE II

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INLET WITH 6'' BITUMINOUS CONCRETE LIP CURBING

AutoCAD SHX Text R= ''14''

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INLET WITH 6" CONCRETE CURBING OR 6" GRANITE CURBING

AutoCAD SHX Text 10''

AutoCAD SHX Text 1''

AutoCAD SHX Text 2 ''12''

AutoCAD SHX Text R= ''12''

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AutoCAD SHX Text 4''

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PITCH ''/FT.14''/FT.

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CURB LINE

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#4 BARS

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(TYP.)

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18'' TYPE I

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#3 STIRRUPS

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9'' O.C. (TYP.)

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16'' TYPE II

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#4 BARS (TYP.)

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ROADWAY CROSS SLOPE

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TOP OF GRATE

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SEE DETAIL ''A''

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58'' DIA. HOLES

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FOR 2 - #4 BARS

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7'-4'' LONG (TYP.)

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12'' DROP (MIN.)

AutoCAD SHX Text 5 ''1116''

AutoCAD SHX Text 13 ''12''

AutoCAD SHX Text 10 ''316''

AutoCAD SHX Text 20 ''316''

AutoCAD SHX Text 3'-1 ''34''

AutoCAD SHX Text 12''

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text 5'-10''

AutoCAD SHX Text S4 x 9.5 x 3'-6'' LONG

AutoCAD SHX Text 2''

AutoCAD SHX Text 7 ''12''

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TYP.

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SIDE

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FRONT

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VARIES

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CURB INLET SEE DETAIL

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VARIES

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2 - #4 BARS EACH SIDE

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3'-10'' LONG

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 12''

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DETAIL ''A''

AutoCAD SHX Text S4x9.5

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AutoCAD SHX Text 2L 3 '' x 2 '' x ''12'' x 2 '' x ''12'' x ''12''

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TOP OF FRAME ELEVATION APPLIES HERE

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STEEL FRAME AND GRATE (SEE DETAIL)

AutoCAD SHX Text NOTE: : 1. CATCH BASIN TOP DIMENSIONS PROVIDED ARE CATCH BASIN TOP DIMENSIONS PROVIDED ARE APPROXIMATE. ACTUAL DIMENSIONS ARE SUBJECT TO APPROVAL BY THE TOWN.

AutoCAD SHX Text

TYP.

(TYP.)

SPACE

TURNING

RAMP LENGTH

ROADWAY

WITH NONWALK AREA

TYPE 3 SIDEWALK SEPARATED FROM ROADWAY

TYPE 1 SIDEWALK ABUTS ROADWAY

WITH NONWALK AREA

TYPE 4 SIDEWALK SEPARATED FROM ROADWAY

TYPE 2 SIDEWALK ABUTS ROADWAY

CURBING

CONCRETE SIDEWALK

RAISED MEDIAN

CURBING

CURBING

RAILROAD CROSSING RAMPS

PEDESTRIAN REFUGE ISLAND(S)

TYPE 28 RAILROAD CROSSING WITH GATE

TYPE 27 RAILROAD CROSSING WITHOUT GATE

(NO CURBING)

EDGE OF ROAD

SINGLE DIRECTION PERPENDICULAR RAMP(S)

SLOPED CURBING INCLUDED WITH RAMP (TYP.)

CURBING

SLOPED CURBING INCLUDED WITH RAMP (TYP.)

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

NON-WALKING SURFACE

(REVEAL SHALL NOT EXCEED 12")

SIDEWALK CURBING (OPTIONAL)

PARALLEL RAMP(S)

PERPENDICULAR RAMP(S)

TYPE 13 TURNING SPACE WITH NON-WALKABLE SURFACE

TYPE 12 60" X 60" TURNING SPACE WITH NON-WALKABLE SURFACE

TYPE 11 60" X 60" TURNING SPACE WITH NON-WALKABLE SURFACE

TYPE 8 SINGLE RAMP TO TURNING SPACE CONSTRAINED ON ONE SIDE

BASIC RAMP ATTRIBUTES

- GRADE BREAK DETAILS

- GUTTER COUNTER SLOPE DETAILS

- RAMP WARPING DETAIL

- WHEELCHAIR CROSS-SLOPE CRITERIA

- SECTION VIEW OF TYPICAL RAMP

- PLAN VIEW OF RAMP COMPONENTS

TYPE 5 SIDEWALK ABUTS ROADWAY

RAMP RAMP

TURNING SPACE

NON-WALKING SURFACE

NON-WALKING SURFACE CURBING

SURFACE

NON-WALKING

CURBING

CURBING

(REVEAL NOT TO EXCEED 12")

SIDEWALK CURBING (OPTIONAL)

PERPENDICULAR RAMP(S)

SIDEWALK RAMP(S)

RESTRICTED PEDESTRIAN CROSSING

TYPE 19 COMBINATION SIDEWALK RAMPS

TYPE 18 EXAMPLE OF RAMP FLARE/CURB APPLICATIONS

OR MORE SIDES

TYPE 10b SINGLE RAMP CONSTRAINED ON TWO (2)

CONSTRAINED ON ONE SIDE

TYPE 10a SINGLE RAMP WITH TURNING SPACE

TYPE 9 TWO RAMP(S) APPROACH TO TURNING SPACE

TYPE 21 TWO RAMP(S) TO TURNING SPACE

TYPE 20 SINGLE RAMP FROM TURNING SPACE

RAMP (TYP.)

INCLUDED WITH

SLOPED CURBING

TYPE 26 REFUGE ISLAND WITH OFFSET ACCESS

TYPE 25 RIGHT TURN SLIP-LANE REFUGE ISLAND

TYPE 24 REFUGE ISLAND WITH ELEVATED LANDING

TYPE 23 ISLAND LESS THAN 6 FT WIDE

TYPE 22 ISLAND WIDTH 6 FT OR MORE

SPACE

TURNING

TURNING SPACE AT THE TOP

BLENDED RAMP WITH

WARNING SURFACE

DETECTABLE

DETECTABLE WARNING SURFACE

DETECTABLE WARNING SURFACE

DETECTABLE WARNING SURFACE

WARNING SURFACE

DETECTABLE

WARNING SURFACE

DETECTABLE

TYPE 17 RAMP WITH NO RETURN CURBING

TYPE 16 RAMP WITH RETURN CURBING

TYPE 15 TURNING SPACE GRADE BREAK 5 FT OR LESS

TYPE 14 TURNING SPACE GRADE BREAK GREATER THAN 5'

SURFACE

WARNING

DETECTABLE

RAMP RAMP

SPACE

TURNING

RAMP

DETECTABLE WARNING SURFACE

DETECTABLE WARNING SURFACE

CURBING

CURBING

SURFACE

NON-WALKING

SURFACE

NON-WALKING

DETECTABLE WARNING SURFACE

NON-WALKING SURFACE

TURNING SPACE

RAMP

(NO CURBING)

EDGE OF ROAD

SURFACE

NON-WALKING

TURNING SPACE

RAMP

RAMP

RAMP

TURNING SPACE

CURBING

TYP. RAMP RUNNING SLOPE 5.0% MAX.

TURNING SPACECURBING

NON-WALKING SURFACE

SPACE

TURNING

THAN 5' TO BACK OF CURB

BOTH GRADE BREAKS LESS

WARNING SURFACE

DETECTABLE

RAMP

WARNING SURFACE

DETECTABLE

CURBING

RAMP

TO BACK OF CURB

GREATER THAN 5'

EITHER GRADE BREAK

CURBING

NON-WALKING SURFACE

WARNING SURFACE

DETECTABLE

RAMP

RAMP

INCLUDED WITH RAMP (TYP.)

SLOPED CURBING

CROSSWALKCROSSWALK

NON-WALKING SURFACE

CURBING

DETECTABLE WARNING SURFACE

SPACE

MANEUVERING

SPACE

TURNING

RAMP

TYPE 7 NO TURNING SPACE OBSTRUCTION

TYPE 6 TURNING SPACE OBSTRUCTION PRESENT

STREET MANEUVERING SPACE

PERPENDICULAR RAMP(S) WITH

8.33% MAX.

7.1% TYP.

RAMP SLOPE

8.33% MAX.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

SPACE

TURNING

48" MIN.

WARNING SURFACE

DETECTABLE

WARNING SURFACE

DETECTABLE

CURBING

48" MIN.

DRIVEWAY(S)

TYPE 32 UNSIGNALIZED, NO STOP CONTROL OR YIELD DRIVEWAY CROSSING

WITH DETECTABLE WARNING SURFACE

TYPE 31 DRIVEWAY CROSSING SIGNALIZED, STOP CONTROL OR YIELD

WITH NON WALKING SURFACE

TYPE 30 UNSIGNALIZED, NO STOP CONTROL OR YIELD DRIVEWAY CROSSING

WARNING SURFACE AND NON WALKING SURFACE

TYPE 29 DRIVEWAY SIGNALIZED, STOP CONTROLLED OR YIELD WITH DETECTABLE

OF CURB OF 5' OR LESS

WITH GRADE BREAK TO BACK

TWO DIRECTIONAL PERPENDICULAR RAMP(S)

OF CURB GREATER THAN 5'

WITH GRADE BREAK TO BACK

TWO DIRECTIONAL PERPENDICULAR RAMP(S)

SPACE

TURNING

2.0% MAX.

1.5% TYP.

SPACE

TURNING

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

10/30/2024

SIGNATURE BLOCK: DRAWING TITLE:

TOWN(S):

VARIOUSTEST PROJECT

PLOTTED DATE:

C:\Users\KIlpatrickdj\State of Connecticut\DOT Engineering Services - Documents\HWY_STD_GUIDE_DWG\B - Going for signatures\Jan 2025 Stnd & Guide Shts\CTDOT_HIGHWAY_GD Jan 2025 [10-30-24].dgn FILE NAME: kilpatrickdj LASTED SAVED BY:

R E

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DESIGNER/DRAFTER: CHECKED BY:

***INDEX SHEET***

CONCRETE SIDEWALK RAMP(S)

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

CURBING

END CURBING

CURBING

END CURBING

48" MIN.

2.0% MAX.

1.5% TYP.

TURNING SPACE

FLANGEWAY GAP

INCLUDED WITH RAMP

SLOPED CURBING (TYP.)

INCLUDED WITH RAMP

SLOPED CURBING (TYP.)

RAILROAD CROSSING SURFACE (TYP.)

ROADWAY

RAIL

SLOPE

SLOPE

RAIL

AS DIRECTED BY THE ENGINEER

HOT MIX ASPHALT (HMA)

AS DIRECTED BY THE ENGINEER

HOT MIX ASPHALT (HMA)

3' MIN.

2.0% MAX.

1.5% TYP.

2.0% MAX.

1.5% TYP.

2'

CENTERLINE OF TRACK

CENTERLINE OF TRACK

8.33% MAX.

7.1% TYP.

RAMP SLOPE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

12' MIN. TO 15' MAX.

C R

O S S I N

GR

A

IL

R O

A D

(CROSSBUCK) SIGN

AND/OR GRADE CROSSING

FLASHING-LIGHT SIGNALS

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%

GUTTER COUNTER SLOPE

ROADWAY CROSS SLOPE OF 5% OR LESS

SIDEWALK RAMP GRADE AT

GUTTER COUNTER SLOPE

ROADWAY CROSS SLOPE OF GREATER THAN 5%

SIDEWALK RAMP GRADE AT

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

RAMP LENGTH

8.33% MAX.

7.1% TYP.

RAMP SLOPE

(48" MIN.)

CURBING

ROADWAY

24"

0" - 1/4" MAX.

LIP HEIGHT

0" - 1/4" MAX.

LIP HEIGHT

MAX.

10%

WITH SIDEWALK RAMP

DEPRESSED CURB INCLUDED

RO

ADW

AY PRO

FILE SLO

PE

MATCH ROADWAY PROFILE SLOPE

4" 7"

EDGE OF ROAD

GENERAL NOTES:

2.0% MAX.

1.5% TYP.

2% MAX.

8" GRANULAR FILL

5" CONCRETE

RAMP WARPING DETAIL

BEHIND THE DETECTABLE WARNING SURFACE.

2. COMPLETE TRANSITION TO THE ROADWAY PROFILE

ROADWAY PROFILE.

RATE OF CHANGE WHEN TRANSITIONING TO

DO NOT EXCEED 3 % PER FOOT CROSS SLOPE

ROADWAY PROFILE AS GRADUALLY AS POSSIBLE.

1. TRANSITION SIDEWALK RAMP TO MATCH

THE BACK OF THE CURB

ARE GREATER THAN 5' FROM

BOTTOM GRADE BREAK

ONE OR BOTH ENDS OF THE

GRADE BREAK

CURBING

GRADE BREAK

CURBING

FROM THE BACK OF THE CURB

GRADE BREAK ARE 5' OR LESS

BOTH ENDS OF THE BOTTOM

48" MIN.

48" MIN.

48" MIN.

DETECTABLE WARNING SURFACE LOCATION

GRADE BREAK GREATER THAN 5'

DETECTABLE WARNING SURFACE LOCATION

GRADE BREAK OF 5' OR LESS

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2% MIN., 5% MAX.

RUNNING SLOPE,

CROSS SLOPE

MATCH RAMP

2% MIN., 5% MAX.

RUNNING SLOPE,

SECTION A

A

AND SECTION

PERPENDICULAR SIDEWALK RAMP

2.0% MAX.

1.5% TYP.

TURNING SPACE

TURNING SPACE

2.0% MAX.

1.5% TYP.

TURNING SPACE

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

48" MIN.

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

(SEE NOTE 6)

WARNING SURFACEDETECTABLE

(SEE NOTE 6)

WARNING SURFACEDETECTABLE

WARNING SURFACEDETECTABLE

48" MIN.

MAX.

10%

WARNING SURFACEDETECTABLE

MATCH RAMP

CROSS SLOPE

PEDESTRIAN ACCESS ROUTE.

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

SEE ENGINEERING DIRECTIVE ED-2019-7.

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

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

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

TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

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

OR HIGHWAYS.

STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND RAILROAD CROSSINGS ALONG STREETS

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

REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

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

EXPANSION OR CONTRACTION JOINT.

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

INCH."4

2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED

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

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

C:\Users\KIlpatrickdj\State of Connecticut\DOT Engineering Services - Documents\HWY_STD_GUIDE_DWG\B - Going for signatures\Jan 2025 Stnd & Guide Shts\CTDOT_HIGHWAY_GD Jan 2025 [10-30-24].dgn FILE NAME: kilpatrickdj LASTED SAVED BY:

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SHEET 1 OF 11

CONCRETE SIDEWALK RAMPS

TRANSPORTATION

(TYPE 3)

WITH NON-WALKING SURFACE

TO BACK OF CURB OF 5' OR LESS

WITH A GRADE BREAK

TWO DIRECTIONAL PERPENDICULAR RAMP

(TYPE 4)

WITH NON-WALKING SURFACE

TO BACK OF CURB GREATER THAN 5'

WITH A GRADE BREAK

TWO DIRECTIONAL PERPENDICULAR RAMP

(TYPE 2)

WITH GRADE BREAK TO BACK OF CURB GREATER THAN 5'

TWO DIRECTIONAL PERPENDICULAR RAMP

(TYPE 5)

WITH TURNING SPACE AT TOP

BLENDED TRANSITION

(TYPE 1)

WITH A GRADE BREAK TO BACK OF CURB OF 5' OR LESS

TWO DIRECTIONAL PERPENDICULAR RAMP

GENERAL NOTES:

¼

WITHIN THE PEDESTRIAN ACCESS ROUTE.

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

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

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

ONCE OFFICIALLY THE LAW.

UPDATED VALUES WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE

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

DIRECTION OF PEDESTRIAN TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

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

RAILROAD CROSSINGS ALONG STREETS OR HIGHWAYS.

AT PEDESTRIAN STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS

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

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

BE TO THE NEAREST EXPANSION OR CONTRACTION JOINT.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL

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

THE SLOPE OF THE RAMP.

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

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

SURFACE (SEE NOTE 6)

DETECTABLE WARNING 2.0% MAX.

1.5% TYP.

TURNING SPACE

CURBING

SURFACE

NON-WALKING

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

CURBING

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

BACK OF CURB

LESS THAN 5' TO THE

BOTH GRADE BREAKS

CURBING

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

TURNING SPACE

0" - 1/4" MAX.

LIP HEIGHT

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

CURBING

NON-WALKING SURFACE

THE BACK OF CURB

GREATER THAN 5' TO

EITHER GRADE BREAK

SURFACE

NON-WALKING

CURBING

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

CURBING

SURFACE

NON-WALKING

SURFACE

NON-WALKING

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

2.0% MAX.

1.5% TYP.

TURNING SPACE

BACK OF CURB

LESS THAN 5' TO THE

BOTH GRADE BREAKS

SURFACE

NON-WALKING

CURBING

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

TURNING SPACE

THE BACK OF CURB

GREATER THAN 5' TO

EITHER GRADE BREAK

SURFACE

NON-WALKING

CURBING

SURFACE

NON-WALKING

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

CURBING

48" MIN.

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

0" - 1/4" MAX.

LIP HEIGHT

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

MAX.

10%

MAX.

10%

SLOPE 5.0% MAX

TYP. RAMP RUNNING

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

C:\Users\KIlpatrickdj\State of Connecticut\DOT Engineering Services - Documents\HWY_STD_GUIDE_DWG\B - Going for signatures\Jan 2025 Stnd & Guide Shts\CTDOT_HIGHWAY_GD Jan 2025 [10-30-24].dgn FILE NAME: kilpatrickdj LASTED SAVED BY:

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SHEET 2 OF 11

CONCRETE SIDEWALK RAMPS

TRANSPORTATION

1.5% TYP. 48" MIN.

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

TURNING SPACE

48" MIN.

CROSSWALKCROSSWALK

MAX.

10%

MAX.

10%

NON-WALKING SURFACE

CURBING

2.0% MAX.

1.5% TYP.

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

TURNING SPACE

48" MIN.

SPACE

MANEUVERING

48" MIN. x 48" MIN.

CROSSWALKCROSSWALK

0" - 1/4" MAX.

LIP HEIGHT

MAX.

10%

MAX.

10%

CURBING

(TYPE 6)

WITH TURNING SPACE AT TOP

PERPENDICULAR RAMP

BUILDING LIMITS

RESTRICTED STRUCTURE OR

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

SPACE

MANEUVERING

48" MIN. x 48" MIN.

60" MIN.

GENERAL NOTES:

¼

TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

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

OR HIGHWAYS.

STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND RAILROAD CROSSINGS ALONG STREETS

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

REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

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

EXPANSION OR CONTRACTION JOINT.

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

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

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

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

(TYPE 7)

WITH TURNING SPACE AT TOP

PERPENDICULAR RAMP

2.0% MAX.

1.5% TYP. 48" MIN.

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

TURNING SPACE

48" MIN.

CROSSWALKCROSSWALK

MAX.

10%

MAX.

10%

NON-WALKING SURFACE

CURBING

2.0% MAX.

1.5% TYP.

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

TURNING SPACE

48" MIN.

SPACE

MANEUVERING

48" MIN. x 48" MIN.

CROSSWALKCROSSWALK

0" - 1/4" MAX.

LIP HEIGHT

MAX.

10%

MAX.

10%

CURBING

(TYPE 6)

WITH TURNING SPACE AT TOP

PERPENDICULAR RAMP

BUILDING LIMITS

RESTRICTED STRUCTURE OR

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

SPACE

MANEUVERING

48" MIN. x 48" MIN.

60" MIN.

GENERAL NOTES:

¼

PEDESTRIAN ACCESS ROUTE.

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

SEE ENGINEERING DIRECTIVE ED-2019-7.

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

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

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

TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

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

OR HIGHWAYS.

STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND RAILROAD CROSSINGS ALONG STREETS

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

REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

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

EXPANSION OR CONTRACTION JOINT.

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

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

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

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

(TYPE 7)

WITH TURNING SPACE AT TOP

PERPENDICULAR RAMP

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

12/27/2024

C:\Users\KIlpatrickdj\State of Connecticut\DOT Engineering Services - Documents\HWY_STD_GUIDE_DWG\B - Going for signatures\A-Jan 2025 Stnd & Guide Shts\CTDOT_HIGHWAY_GD Jan 2025 [10-30-24].dgn FILE NAME: kilpatrickdj LASTED SAVED BY:

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SHEET 3 OF 11

CONCRETE SIDEWALK RAMPS

TRANSPORTATION

SITUATIONS WHERE USED.

INFEASIBLE. A TECHNICAL INFEASIBILITY FORM IS REQUIRED IN

PHYSICAL CONSTRAINTS MAKE COMPLIANCE TECHNICALLY

ONLY BE PERMITTED IN ALTERATIONS WHERE THE EXISTING

APEX OF THE INTERSECTION SERVING TWO CROSSWALKS SHALL

TYPE 6 & 7 OR A SINGLE CURB RAMP PLACED AT THENOTE:

(TYPE 14)

GREATER THAN 5'

GRADE BREAK TO THE BACK OF CURB

SINGLE DIRECTION PERPENDICULAR RAMP

8.33% MAX.

7.1% TYP.

RAMP SLOPE

CURBING

CURBING

NON-WALKING SURFACE

(TYPE 16)

RETURN CURB WITH NON-WALKING SURFACE

SINGLE DIRECTION PERPENDICULAR RAMP

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

48" MIN.

(TYPE 17)

NO CURB WITH NON-WALKING SURFACE

SINGLE DIRECTION PERPENDICULAR RAMP

INCLUDED WITH RAMP

SIDEWALK CURBING (TYP.)

(NO CURBING)

EDGE OF ROAD

(NO CURBING)

EDGE OF ROAD

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

TURNING SPACE

CURBING

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

48" MIN.

OF CURB THAT IS GREATER THAN 5'

GRADE BREAK TO THE BACK

GRADE BREAK

R=2' MIN. (TYP.)

NON-WALKING SURFACE

NON-WALKING SURFACE

R=2' MIN. (TYP.)

(TYPE 15)

OF CURB THAT IS 5' OR LESS

WITH GRADE BREAK TO THE BACK

SINGLE DIRECTION PERPENDICULAR RAMP

GENERAL NOTES:

¼

ACCUMLATE WITHIN THE PEDESTRIAN ACCESS ROUTE.

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

GUIDELINES (PROWAG) SEE ENGINEERING DIRECTIVE ED-2019-07.

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

ONCE OFFICIALLY THE LAW.

UPDATED VALUES WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE

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

DIRECTION OF PEDESTRIAN TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

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

RAILROAD CROSSINGS ALONG STREETS OR HIGHWAYS.

AT PEDESTRIAN STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS

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

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

BE TO THE NEAREST EXPANSION OR CONTRACTION JOINT.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL

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

THE SLOPE OF THE RAMP.

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

SURFACE (SEE NOTE 6)

WARNING DETECTABLE

0" - 1/4" MAX.

LIP HEIGHT

2.0% MAX.

1.5% TYP.

TURNING SPACE

0" - 1/4" MAX.

LIP HEIGHT

SURFACE (SEE NOTE 6)

WARNING DETECTABLE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

CURBING

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

NON-WALKING SURACE

IS 5' OR LESS

BACK OF CURB THAT

GRADE BREAK TO THE

GRADE BREAK

48" MIN.

SURFACE (SEE NOTE 6)

WARNING DETECTABLE

0" - 1/4" MAX.

LIP HEIGHT

48" MIN.

SURFACE (SEE NOTE 6)

WARNING DETECTABLE

0" - 1/4" MAX.

LIP HEIGHT

8.33% MAX.

7.1% TYP.

RAMP SLOPE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

C:\Users\KIlpatrickdj\State of Connecticut\DOT Engineering Services - Documents\HWY_STD_GUIDE_DWG\B - Going for signatures\Jan 2025 Stnd & Guide Shts\CTDOT_HIGHWAY_GD Jan 2025 [10-30-24].dgn FILE NAME: kilpatrickdj LASTED SAVED BY:

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SHEET 6 OF 11

CONCRETE SIDEWALK RAMPS

TRANSPORTATION

RAMP SLOPE

2.0% MAX.

1.5% TYP.

48" MIN.

UTILITY POLE

WITH RAMP (TYP.)

INCLUDED

SLOPED CURBING

WITH RAMP (TYP.)

INCLUDED

SLOPED CURBING

48" MIN.

RAMP SLOPE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

TURNING SPACE

2.0% MAX.

1.5% TYP.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

CTDOT

STORM

(TYPE 19)

WITH NON-WALKING SURFACE

PERPENDICULAR RAMP

(TYPE 18 LEFT)

WITH NON-WALKING SURFACE

PERPENDICULAR RAMP

(TYPE 18 RIGHT)

WITH NON-WALKING SURFACE

PERPENDICULAR RAMP

R=2' MIN. (TYP.)

R=2' MIN. (TYP.)

R=2' MIN. (TYP.)

R=2' MIN. (TYP.)

CURBING

NON-WALKING SURFACE

WITH RAMP (TYP.)

SIDEWALK CURBING INCLUDED

MANHOLE

NON-WALKING SURFACE

CURBING

10% MAX.

10% MAX.

NON-WALKING SURFACE

CURBING

NON-WALKING SURFACE

SURFACE

NON-WALKING CURBING

SURFACE

NON-WALKING

SURFACE

NON-WALKING

CURBING

CURBING

48" MIN.

48" MIN.

48" MIN.

48" MIN.

60" MIN.60" MIN.

(REVEAL NOT TO EXCEED 12")

SIDEWALK CURBING (OPTIONAL)

GENERAL NOTES:

¼

DIRECTION OF PEDESTRIAN TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

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

RAILROAD CROSSINGS ALONG STREETS OR HIGHWAYS.

AT PEDESTRIAN STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS

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

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

BE TO THE NEAREST EXPANSION OR CONTRACTION JOINT.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL

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

THE SLOPE OF THE RAMP.

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

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

2.0% MAX.

RAMP SLOPE

RAMP SLOPE

2.0% MAX.

1.5% TYP.

UTILITY POLE

WITH RAMP (TYP.)

INCLUDED

SLOPED CURBING

WITH RAMP (TYP.)

INCLUDED

SLOPED CURBING

48" MIN.

RAMP SLOPE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

TURNING SPACE

2.0% MAX.

1.5% TYP.