specs.pdf

REFERENCES

NATIONAL DOCUMENTS

SCDOT DOCUMENTS

RELATED DRAWINGS & KEYWORDS

150-205-00 720-105-01 720-905-02

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LA TEST UPDATE.

DATE

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

CURB & GUTTER

(CONCRETE ISLANDS)

720-105-03

EFFECTIVE LETTING DATE JANUARY, 2013

6"

- II>

RS"

1--s u

RF

A

C

E c ou

R

SE

----1

BASE COURSE

g"

6"

3"

VARIABLE

OPTIONAL COLD JOINT

• <J <l.j

<J

SURFACE COURSE

BASE COURSE

SEE NOTE NO. 1

DETAIL

SCALE: 3/4" = 1'-0"

CONCRETE ISLAND SURF ACE APPLIED

VARIABLE

CONCRETE

<J

3"

<J .j

6"

RS"

10Jf l g"

LI

STANDARD g" X 15"

CURB. SEE STANDARD

DRAWING 720-105-01.

SURFACE COURSE

BASE COURSE

COMPACT FULL CONFORMING TO STANDARD SUBSECTION

205.4.6 SPECIFICATION.

DETAIL

SCALE: 3/ 4" = 1 '-0"

CONCRETE ISLAND WITH 9" X 15"

CONCRETE CURB

VARIABLE

NEW CONCRETE MEDIAN ISLAND

.j <J

BASE COURSE

DETAIL

SCALE: 3/4" = 1'-0"

4 <J

LI

CONCRETE ISLAND RESURFACING

L\

<J

NEW SURFACE COURSE

BINDER COURSE

PREVIOUS RESURFACING

ORIGINAL SURF ACE COURSE

NOTES:

1. WHEN DESIGN SPEED IS 45 MPH OR GREATER, USE (2) ½" DIAMETER STEEL DOWELS WITH

10½" EMBEDMENT INTO PAVEMENT AT 10 FOOT INTERVALS. STEEL DOWELS ARE NOT

REQUIRED WHEN DESIGN SPEED IS LESS THAN 45 MPH.

2. TO INSURE PROPER DRAINAGE, GRADE GROUND SURFACE TOWARD STREET WITH A SLOPE

OF 20: 1 (H: V).

3. SEE SHEET 720-105-01 FOR ADDITIONAL NOTES.

Joseph McBreairty Highlight

CONCRETE ISLAND/ MEDIAN PAVEMENT MARKER PLACEMENT

DISTANCE BETWEEN RAISED PAVEMENT MARKERS

ISLAND APPROACH & TRAILING

LENGTH INTERMEDIATE END

.. 40 -· 40 45 25 20 50 25 25 55 25 30 60 25 35 65 25 40 70 25 20 75 25 25 80 25 30 85 25 35 90 25 40 95 25 20 100 25 25 105 25 30 110 25 35 115 25 40 120 25 20 125 25 25 130 25 30 135 25 35 140 25 40 145 25 20 150 25 25

•• CONCRETE ISLAND NOT SUPPLEMENTED WITH INTERMEDIATE

RAISED PAVEMENT MARKERS

• CONCRETE ISLAND SUPPLEMENTED WITH ONLY ONE PAIR OF

INTERMEDIATE RAISED PAVEMENT MARKERS

NOTES:

1) EACH END OF A CONCRETE ISLAND SHALL BE SUPPLEMENTED WITH

RAISED PAVEMENT MARKERS.

2) RAISED PAVEMENT MARKERS SUPPLEMENTAL TO CONCRETE ISLANDS

WILL BE INSTALLED AS SHOWN. VARIABLE SPACINGS SHALL NOT

BE APPLIED TO AN APPROACH END OF AN ISLAND.

THIS DRAWING IS NOT TO SCALE

t,•·' --."•;j - PAINTED SURFACE

I

I

I

I

APPROACH

Bl-DIRECTIONAL MARKER� 2-_j_Q

BI-DIRECTIONA� MARK.ER

♦ - YELLOW Bl-DIRECTIONAL MARKER .,_ D I RfFf1t�I� OF / -� �'-'--�--"-'�2"

Bl-DIRECTIONAL MARKER7

TRAIL ING

Bl-DIRECTIONAL MARKER

·•w�2:__

D D

I -1 D

/3 -_ sf-QIREcflQNAe MARKER

L _ D/3 _-·.

- h

WIii

Bl-DIRECTIONAL MARKER

1/

40'

...__,__ ...._____ " I

-A--:;-.:-c:--�:; •. ;:,.:-2¥ :•-•>••·''. •• .,.0� /� 8-J_ D1R frf2��li

OF,_. /

b , CONCRETE ISLAND/ MEDIAN PAINTING

PAINT BEVELED EDGES WITH

6" YELLOW STRIPE

PAII\JT EDGES WITH

p:::����:�::!� .• :-[:;:.-:,1 m:••••�:�::�:T::::::E

PAINT FLAT ENDS ro RADIUS POINTS I 'cuRB I 'EARTH �1LLE0 oR' I cuRB

I

SOLID CONCRETE

REFERENCES

SIGNING AND MARKING

ENGINEER

)D·6-/o

DATE

# DATE

SC

SOUTH CAROL ll'JA OEPARTME.llf OF TRAN�PORTAT{ON

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PAVEMENT MARKING TYPICAL

CONCRETE ISLAND / MEDIAN

PAINTING

AND

RAISED PAVEMENT

MARKER PLACEMENT

630-215-00

EFFECTIVE LETTING DATE JANUARY 2011

REFERENCES

NATIONAL DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER, 2005

MUTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

RELATED DRAWINGS & KEYWORDS

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LATEST UPDATE.

6 --- --- ---

5 --- --- ---

4 --- --- ---

3 --- --- ---

2 --- --- ---

1 11/14 DSO MODIFIED DEFINITIONS

0 1/13 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SClbl

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMPS

GENERAL NOTES

DEFINITIONS

720-901-03

EFFECTIVE LETTING DA 1£ I FEBRUARY, 2015

99 oo DEFINITIONS

CHANNELIZING ISLAND - RAISED CONCRETE OR PLANTED ISLAND USED TO SEPARATE THROUGH TRAVEL LANES AT AN INTERSECTION FROM THE UNSIGNALIZED CHANNELIZED RIGHT TURN.

C!J.Ra - STANDARD 6" HIGH CONCRETE ELEMENT THAT SEPARATES SIDEWALK FROM GUTTER.

CURB RADIUS - CIRCULAR PATH OF A CURB AROUND A CORNER. CURB RADIUS IS MEASURED FROM THE FACE OF CURB TO THE CENTER OF THE CIRCLE CONSTRUCTED.

CURB RAMP - SEE "PEDESTRIAN RAMP",

CURB RETURN - A PORTION OF CURB WIRAPPED ADJACENT TO A RAMP OR LANDING TO ACCOUNT FOR GRADE DIFFERENCES. CONSTRUCT CURB RETURNS ADJACENT TO GRASS OR PLANTED AREAS.

AL TERNA TE TO FLARE.

DETECTABLE WARNING - A SURFACE FEATURE OF TRUNCATED DOME MATERIAL BUILT IN OR APPLIED TO THE WALKING SURFACE TO ADVISE OF AN UPCOMING CHANGE FROM PEDESTRIAN TO VEHICULAR WAY.

DRIVEWAY APPROACH - A PORTION OF SIDEWALK THAT PROVIDES VEHICLE ACCESS ONTO ADJACENT PROPERTY. DRIVEWAY APPROACH MUST CONTAIN AT LEAST A 3' WIDE DRIVEWAY PEDESTRIAN PATH.

NOTE THAT PORTIONS OF THE DRIVEWAY APPROACH OUTSIDE OF THE DRIVEWAY PEDESTRIAN PATH MAY BE CONSTRUCTED AS NEEDED TO FIT SITE CONDITlONS AND TO ACCOMMODATE THE VEHICLE TYPE USING THE DRIVEWAY, AND THEREFORE, MAY NOT CONFORM TO RULES FOR PEDESTRIAN ACCESSIBILITY.

DRIVEWAY PEDESTRIAN PATH - THE PORTION OF A DRIVEWAY APPROACH THAT PROVIDES A PEDESTRIAN ACCESS ROUTE.

EXISTING COMPUANT RAMP - A RAMP THAT MEETS THE GEOMETRY REQUIREMENTS FOR NEW RAMP CONSTRUCTION. DRY BONDED DETECTABLE WARNINGS MAY BE APPLIED TO EXISTING COMPLIANT RAMP

WHERE NEEDED TO PROVIDE DELINEATION BETWEEN PEDESTRIAN PATH AND VEHICULAR PATH.

FLARE - A VARIABLE TRANSITION SLOPE (NOT TO EXCEED 10H:1V) THAT ACCOUNTS FOR GRADE DIFFERENCES BETWEEN A RAMP AND ADJACENT SURFACES. ALTERNATE TO CURB RETURNS.

(illilEB_ - A CONCRETE EDGE TREATMENT ON THE SIDE OF A ROADWAY TO CONVEY WATER.

HANDRAIL - A HORIZONTAL OR SLOPING RAIL INTENDED FOR GRASPING BY THE HAND FOR GUIDANCE AND SUPPORT.

!.Af:!illlli,. - MINIMUM 4' X 4' AREA AT THE TOP OR BOTTOM OF A RAMP. CONSTRUCT ALL LANDINGS SUCH THAT EITHER CROSS SLOPE OR RUNNING SLOPE IS AT 100:1 NOMINAL (NOT TO EXCEED 50H:1V).

MEDIAN - THE AREA BETWEEN TWO ROADWAYS OF A DIVIDED HIGHWAY MEASURED FROM EDGE OF TRAVELED WAY TO EDGE OF TRAVELED WAY. THE MEDIAN EXCLUDES TURN LANES. THE MEDIAN WIDTH MIGHT BE DIFFERENT BETWEEN INTERSECTIONS, INTERCHANGES, AND AT OPPOSITE APPROACHES OF THE SAME INTERSECTION.

PARALLEL RAMP - A RAMP THAT EXTENDS IN THE SAME DIRECTION AS THE FLOW OF PEDESTRIAN TRAVEL ALONG THE LENGTH OF SIDEWALK.

PEDESTRIAN - A PERSON ON FOOT, IN A WHEELCHAIR, ON SKA TES, OR ON A SKA TEBO ARD.

PEDESTRIAN ACCESS ROUTE - A CONTINUOUS AND UNOBSTRUCTED WALKWAY WITHIN A PEDESTRIAN CIRCULATION PATH THAT PROVIDES ACCESSIBILITY

PEDESTRIAN BYPASS - PORTION OF SIDEWALK AVAILABLE FOR NAVIGATION AROUND A PERPENDICULAR RAMP. CONSTRUCT PEDESTRIAN BYPASS AT LEAST 5' WIDE.

PEDESTRIAN CIRCULATION PATH - A PREPARED EXTERIOR OR INTERIOR WAY OF PASSAGE PROVIDED FOR PEDESTRIAN TRAVEL.

PEDESTRIAN GUARD - A BOUNDARY STRUCTURE OF SPECIFIED GEOMETIRY AND STRENGTH THAT IS LOCATED BETWEEN THE PEDESTRIAN ACCESS ROUTE AND A FIXED HAZARD SUCH AS A DROP OFF.

PEDESTRIAN PASS THROUGH - PATH WITHIN A RAISED MEDIAN THAT IS AT GRADE WITH ADJACENT ROADWAY. CONSTRUCT PEDESTRIAN PASS THROUGH AT LEAST 5' WIDE.

PEDESTRIAN RAMP - A COLLECTIVE TERM USED BY SCOOT TO INCLUDE CURB RAMPS AND BLENDED TRANSITIONS AS DEFINED BY THE U,s ACCESS BOARD, AND IS INCLUSIVE OF ALL LANDINGS PADS, AND PUSH BUTTON ACCESS PADS. PREFERRED 5' (MINIMUM 4') WIDE TRANSITION FROM AN UPPER LANDING TO A LOWER LANDING. CONSTRUCT RAMPS WITH A NOMINAL 13H: 1V RUNNING SLOPE (NO STEEPER THAN 12H:1V) AND A 100H:1V CROSS SLOPE (NO STEEPER THAN 50H:1Y) UNLESS SITE CONDITIONS INDICATE THE USE OF A 15' LONG RAMP. ON STEEP GRADE SECTIONS THE "UPHILL" RAMP SHOULD BE LENGTHENED TO MAINTAIN A 12H·1Y OR FLATTER RUNNING SLOPE, THE RAMP SLOPE MAY EXCEED 12H:1Y ONLY If THE REQUIRED RAMP LENGTH IS 15' OR LONGER CONSTRUCT "DOWNHILL" RAMPS USING

THE MINIMUM LENGTH SHOWN,

PERPENDICULAR RAMP - A RAMP THAT EXTENDS 90 DEGREES FROM THE FLOW OF PEDESTIRIAN TIRAVEL ALONG THE LENGTH OF SIDEWALK.

1:.B.OWAQ. - REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY NOVEMBER 2005

PROWAAC - PUBLIC RIGHTS-OF-WAY ACCESS ADVISORY COMMITTEE

RAILROAD CONSTRUCTION ZONE - PORTION OF ROADWAY AND SIDEWALK THAT ARE CONSTRUCTED BY RAILROAD CONTRACTORS. USE MATERIALS AND METHODS SPECIFIED BY THE PROPERTY OWNER.

RAILROAD FLANGE WAY FILLER - PREFABRICATED PRODUCT USED TO MINIMIZE PHYSICAL GAPS AROUND RAILS. ANY RAILIROAD FLANGE WAY FILLER USED MUST ALSO BE APPROVED BY THE OWNER OF THE

RAILROAD REGARDLESS OF THE PROPERTY OWNER AT THE CROSSING.

RAILROAD SIDEWALK CONNECTION ZONE - SIDEWALK INTERFACE BETWEEN TYPICAL SIDEWALK OR RAMP AND THE RAILROAD CONSTRUCTION ZONE. THIS INTERFACE IS GENERALLY CONSTRUCTED AFTER WORK IN THE RAILROAD CONSTRUCTION ZONE IS COMPLETE. USE MATERIALS AND METHODS SPECIFIED BY THE PROPERTY OWNER.

RAMP PARTITION - A PORTION OF CURB BEHIND THE SIDEWALK THAT SEPARATES LANDING FROM ADJACENT PROPERTY. CONSTRUCT RAMP PARTITION AT ALL LOCATIONS WHERE ROADWAY DRAINAGE COULD DISCHARGE ONTO ADJACENT PROPERTY. CONSTRUCT RAMP PARTITION IF NEEDED TO RETAIN EXISTING GROUND ELEVATION ON ADJACENT PROPERTY.

REFUGE ISLAND - A RAISED CONCRETE MEDIAN OR RAISED PLANTED MEDIAN THAT IS AT LEAST 6'-0" WIDE. RAISED MEDIAN ISLANDS MUST BE PRESENT ON BOTH SIDES OF THE PEDESTRIAN PATH TO BE

CONSIDERED A REFUGE.

RETROFIT RAMP - RECONSTRUCTION OF A PORTION OF EXISTING SIDEWALK TO PROVIDE MOST ACCESSIBLE PATH PRACTICAL WITHOUT IMPACTING ADJACENT PROPERTY. WHERE PRACTICAL; RECONSTRUCT

RETROFIT RAMP SLOPES TO MEET CURRENT CONSTRUCTION STANDARDS.

ROUNDABOUT - A CIRCULAR INTERSECTION WITH YIELD CONTROL ENTRY, WHICH PERMITS A VEHICLE ON THE CIRCULATORY ROADWAY TO PROCEED, AND WITH DEFLECTION OF THE APPROACHING VEHICLE

COUNTER-CLOCKWISE AROUND A CENTER ISLAND.

RUNNING SLOPE - THE GRADE THAT IS PARALLEL TO THE DIRECTION OF TRAVEL, EXPRESSED AS A RATIO OF RISE TO RUN OR AS A PERCENT.

SIDEWALK - THAT PORTION OF A STREET BETWEEN THE CURB LINE, OR THE LATERAL LINE OF A ROADWAY, AND THE ADJACENT PROPERTY LINE OR ON EASEMENTS OF PRIVATE PROPERTY THAT IS PAVED OR IMPROVED AND INTENDED FOR USE BY PEDESTRIANS. CONSTRUCT SIDEWALK WITH A NOMINAL 100H:1V CROSS SLOPE (NOT TO EXCEED 50H:1V) TOWARDS THE ROADWAY. WHEN CONNECTED TO THE ROADWAY BY CURB AND GUTTER, SIDEWALK SHOULD FOLLOW ROADWAY GRADE UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS.

SPLITTER ISLAND - RAISED CONCRETE OR PLANTED ISLAND AT THE APPROACHES TO ROUNDABOUTS USED TO SEPARATE TRAFFIC ENTERING THE ROUNDABOUT FROM TIRAFFIC EXITING THE ROUNDABOUT.

TAPERED CURB - A PORTION OF CURB THAT TRANSITlON FROM A STANDARD 6" HIGH CURB TO GUTTER ELEVATION.

WALKWAY - THE CONTINUOUS PORTION OF THE PEDESTRIAN ACCESS ROUTE THAT IS CONNECTED TO STREET CROSSINGS BY CURB RAMPS OR BLENDED TIRANSITlONS.

RAMP

SYMBOL

<i---l

TABLE: 720-901A

USAGE

NOMINAL SLOPE MAXIMUM SLOPE

ROAD GRADE ROAD GRADE

(SITE SPECIFIC GRADE) (SITE SPECIFIC GRADE)

CROSS SLOPE

100: 1 (1%)

(OR FLATTER)

RAMP 14:1 (7.1%)

FLARE 11:1 (9.1%)

[ADDITIONAL RETROFIT

USE]

CROSS SLOPE

50: 1 (2%)

(OR FLATTER)

RAMP 12: 1 (8.3%)

(OR FLATTER)

SEE NOTE 4

FLARE 10: 1 (10%)

(OR FLATTER)

[ADDITIONAL RETROFIT

USE]

PARALLEL RAMP

(RAMP & CROSS SLOPE)

LANDING/SIDEWALK

(CROSS SLOPE & ROAD GRADE)

PERPENDICULAR RAMP

(RAMP & ROAD GRADE)

1. RAMP SYMBOLS SHOWN IN TABLE 720-901A INDICATE

THE NOMINAL SLOPE AND MAXIMUM ALLOWABLE SLOPE

FOR PEDESTRIAN RAMP COMPONENTS. DO NOT EXCEED

THE VALUES LISTED FOR MAXIMUM ALLOWABLE SLOPE

UNLESS DIRECTED BY THE ENGINEER.

2. SEE ISOMETRIC VIEW SHOWN ON EACH STANDARD RAMP

DETAIL FOR LOCATIONS OF RAMP SYMBOLS.

3. DIRECTION ARROWS INDICATE VERTICAL ELEVATION

CHANGE FROM A POINT OF HIGH ELEVATION (TAIL) TO

A POINT OF LOW ELEVATION (TIP).

4. FOR CURB RAMPS ONLY, SLOPE CAN BE

EXCEEDED IF CALCULATED CURB RAMP LENGTH

IS > 15'.

PAY LIMITS SURFACE

APPLIED DETECTABLE

WARNING OR DETECTABLE

WARNING MA TERI AL

FACE OF

ISLAND

PAY LIMITS SURFACE

APPLIED DETECTABLE

WARNING OR

DETECTABLE WARNING

MATERIAL

NOTE: FOR 6' REFUGE LOCATE EDGE OF

DETECTABLE WARNING IN LINE WITH FACE

CROSS ALK OF CURB/ISLAND TO PROVIDE REQUIRED

A

EA

'" o•

GAP BETWEE, WARM'8 SCRFACES

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0 0 0

0 0 0

0 0 0 0 0 0 0 0

0 0 0 0

0 0

0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

SEE NOTE NO. 5

WHEN PLANTED MEDIAN

DETAIL

SCALE: 3/8" = 1'-0"

MID BLOCk PEDESTRIAN

REFUGE

SURFACE APPLIED

DETECTABLE

WARNING OR

DETECTABLE

TABLE:

WARNING MATERIAL

QTY, 7209100

[SQ.FT]

' 3 0

1 -. z (0 -:::;

CURB FOR PLANTED MEDIAN

OR RAISED CONCRETE ISLAND

(9" X 15" SHOWN)

720-955-40

VARIES

PLANTED MEDIAN

(SEE NOTE NO. 5)

QTY, 7201000 [LF)

9" X 15" CURB

VARIES, SEE

LIMITS

DETAIL

ISOMETRIC VIEW

CONSTRUCT ISLAND NOSE

SHAPE AND LOCATION AT

INTERSECTION IN ACCORDANCE

WITH DESIGN REQUIREMENTS

FROM HIGHWAY DESIGN MANUAL

OR PLANS. ---------

2'-0"

MINIMUM

4'-0"

NOTES:

1. SEE STANDARD DRAWINGS 720-901-XX FOR GENERAL NOTES.

2. SEE STANDARD DRAWINGS 720-91X-XX FOR INSTALLATION PROCEDURES FOR SURFACE

APPLIED DETECTABLE WARNING OR DETECTABLE WARNING MATERIALS.

3. SEE STANDARD DRAWINGS 720-929-XX FOR VARIANTS TO THIS STANDARD.

4. IN LOCATIONS WHERE RAISED ISLAND DOES NOT EXTEND THROUGH BOTH SIDES OF

CROSSWALK, DO NOT INSTALL DETECTABLE WARNING SURFACES OR DETECTABLE WARNING

MATERIALS AT MEDIAN, AND PROVIDE CONTINUOUS CROSSWALK MARKINGS ACROSS ROADWAY

WITH.

5. MEASURE AND PAY FOR PEDESTRIAN RAMP CONSTRUCTION, IN SQUARE YARDS, AT ALL

CROSSINGS THROUGH PLANTED MEDIANS AS SHOWN ON THIS DRAWING. PEDESTRIAN RAMP

CONSTRUCTION PAY ITEM WILL INCLUDE ALL MATERIALS AND WORK TO CONSTRUCT MEDIAN

CURB RETURNS AND AT GRADE PASS THROUGH USING EITHER A 4" THICK SLAB OF CLASS

2500 CONCRETE WITH WET INSET DETECTABLE WARNINGS OR HOT MIX ASPHALT WITH SURFACE

APPLIED DETECTABLE WARNINGS.

PAY LIMITS SURFACE

APPLIED DETECTABLE

WARNING OR DETECTABLE

WARNING MATERIAL

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 O O O O 0

0 0 0 0

SEE NOTE NO. 5

WHEN PLANTED MEDIAN

NOTE: FOR 6' REFUGE LOCATE EDGE OF

DETECTABLE WARNING IN LINE WITH FACE

OF CURB/ISLAND TO PROVIDE REQUIRED

2'-0" GAP BETWEEN WARNING SURFACES.

CURB FOR PLANTED MEDIAN

OR RAISED CONCRETE ISLAND

(9" X 15" SHOWN)

' 3 0

1 -- z (0 -

MINIMUM

FACE OF ISLAND

PAY LIMITS SURFACE

,__ ___ INTERSECTING EDGE OF PERPENDICULAR TRAVEL

DETAIL

SCALE: 3/8" = 1'-0"

INTERSECTION PEDESTRIAN

REFUGE

APPLIED DETECTABLE

WARNING OR DETECTABLE

WARNING MA TERI AL

REFERENCES

NATIONAL DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACCESSIBLE PUBLIC

RIGHTS-OF-WAY NOVEMBER, 2005

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

SCOOT ARMS MANUAL

HIGHWAY DESIGN MANUAL

RELATED DRAWINGS & KEYWORDS

THIS DRAWING IS ONLY VALID FOR

CONSTRUCTION WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF SOUTH CAROLINA.

CHECK WWW.SCDOT.ORG FOR

LATEST UPDATE.

12/14 DSO MODIFIED NOTES &

TABLE

0 1/13 DSO NEW DRAWING

# DATE CHK DESCRIPTION

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN REFUGE

RAISED CONCRETE

ISLAND

720-955-40

EFFECTIVE LETTING DA TE FEBRUARY, 2015

Joseph McBreairty Highlight

630-215-00