secor DESIGN STANDARDSOFFICE

955 PARK STREET

ROOM405

CQUMBIA. SC 29201

STANDARD DRAWING

SECTION

720-000

REFERENCES

NAlIOOI.IIOClJ(KTS

SCOOTOOCilO~ fEll DIIII & 11O-20S-OO._-t1

PRECONSTRUCT ION

SUPPORT ENGINEER

SIGUTIJE

mIIr 2l.1011 1lA1[

'U.I"'C_,,,,(I[l'M,..far-_,..,...

DESIGN STANDARDSOfF rCE

955 PARK STREET

ROOW'05

C[LUWBIA. SC 2920'

STANDARD DRAWING

CURB &. GUTTER

(CONCRETE)

720-105-01

I' fii' •~1, :~.. ••. :.] ~y 'r-.-

0 SUM ACE COURSE /

- ~AB & r'JTER :.

BASE COURSEj:. CLl~s -2 1c~tRHt

L,:,: :.

2' 0'_

••,r--

AT WArL~OxtS FOR - j --6 CURIIUlTIR' SHOIN'=.-:~S!!:: :-2: CUR H T R

-~,: • Flil _ ':0' ~ilIl U f =

NOTESI

~~~lnu~.CUA8 ANDCUTTERWITHVERTICALFACEUlt.ESS

2. USE"INnu. tlASS 2500 t(JllCR[TE.

~iRE~s]~~I~rl~1 rE£~'8AIr:A}~~~~TINC .... 1Nt.IHE TRAVEL LANE.

4. USE 10' I1IINSITION HRE ClJt8 IS LESS THAll' FEET FACII WAUI.INE TRA¥El lAItE.

&,sJ~~LF~T&~ ~T~~mucT TRAllSITIOOIN THE

5. DEVELIJI GUTTERSUI'E m. HIGH SID[ CF SlFERELEYATI~ AS SIIMt (II STAM)MD DRA.INC 150-205-00. EXCEPT '* DOEECURl & GUTTER.

l.;AVf..r~~~x:~".'S ASREQUIREDIII STAII)AAO

e. HN MAIL80XES ARE PRESENT. USE Af'PR(JJRIATE CtR8 TYPE.

INSTAll .'LBoxn BE"I,., CURlDRSIDE'AlK ASStKMI or.Sf...,.,., DllAlING201-!050.Q0.

tilT BE COIiPLETELIST Cf" PAY ITO'S):aN All) GllTI Uo;., VERTICAl.f'ACE---;_FaNI GUT 12'-<1', VERTICAL'ACE---<.'CURl GUT 12'-6-1 VERTCALFAC[----tf=- ~ R n::2:: ~~If.;AlF~'r==~~m = GUTftR '1'-<1" SLOPING'ACE ----<.FGUT R C '-6'" SlIP NGFACE-----iF CUT R I '-0"1 Sl.(JI1NGFACE---IF

QN AND GUTTER 11' -6"I OCEE ----u~ = 8llm: g::t:l 1m =::tf tIN ANDCUTTER0'--0") OOEE ---L.F

!!II

~ u

'" t ' S" •

~8,r--

~rdt~ ~TE ttIt8 "·x 15"1 FIJI ClllCRErt MEOIAll li=~=~:1m:: DYE.... y

$LIIFACE tWItS[ lASE CClJRSE

---5Y ---5Y

EFF[CIIIlunll't011£ Jill. lOll

CRETE 0

y~

CAT Si.~~~t~~~~PLOT OR

-----1+',..

SECTION A

1'-6" ..

NOTES:

1. SEE SHEET720-105-01 FOR NOlES.

2. USE J'" aJR8S AND GUTlER ONtY BETWEENDUAL PEDEStRIANRAMPS AT AN INTERSECTIONWHENNO DRAINAGESlRUClURE IS REQUIREDAND J" CURB IS SHOWN ON lHE PEDESlRIAN RAMP STANDARD.

3. USE lRANSmON CURBS AT END Of CURB AND GUTtER SECllONS ""D \'MERE DROPPEDCURBSARE

REQUIRED.

STD. CURB

I n.-., DETAIL 6

REFERENCES

SCALE:1.5 - 1'-0·

J" HIGH VERTICAl

FACE CURB

(WIDPOINT or lRANSlll0N)

.. 1'-0" FOR •• "-6" CURB at GUTTER

• "-6" FOR •• 2'-0· CURB.t GUTTER(SHO~)

• 2'-0" FOR•• 2'-6" CURB&: GUnER

• 2'-6" FOR •• J'-0· CURBok GUTTER

SCALE:3/4" :c 1'-0· J' lRANSlTION

CURB

SURfACE COURSE

NATIONAL DOCUMENTS

SCOOT DOCUMENTS

RElAlID DRAWINGS &: kEYWORDS

1MIS ORANNG IS CIIILY VAlID FOR COOSlRUCTION 'MiEN SEALED

ANO SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN ll-IE STAlE Of SOUlH CAROlINA.

CHEO< WWW.5alOT.ORG FOR

LAl£ST UPOAlE.

6 --- --- --- 5 --- --- - J --- -- 2 --- --- --- I --- --- - 0 a/2012 oso NEW DRAWING

# DATE aiK OESCRtPTlON

SOUTH CARWfA IlfPARTU[HT (J" TRAl6PtRTAllCII

OEgGN STANDARDSOFFtCE 955 PARK SlREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

CURB & GUTTER

(CONCRETE)

TRANSITION CURBS

AND ,3" CURB AND

GUTTER

4:

. .'. .. .<l. '.. 4 ., .

2'-0" ...

SECTION ASCALE:1.5" - 1 -0

3" HtGH SLOPING

FACE CURB

(WID"OINTOF "'''''Sll101<)

• 1'-0· fOR .. ,'-e· CURB acGUTlER

• "-8- FOR •• 2'-0· CURB" GUTTER (~)

• 2'-0- FOR •• 2'-6" CURB & CUTlER

• 2'-6- FOR •• J'-0" CURB& GUnER

., ..... ·t DETAIL 7SCALE, J/." - l' o·

10' TRANSITION

CURB

720-105-02 EFFECHI..ET1IHCOAlI JAH.,2OlJ

NAllONAL DOCUMENTS

SCOOT DOCUMENTS

RELATED ORA'MNOS " KEYHOROS

150-205-00 720-105-0' 720-905-02 lHIS ORA'MNO IS ONlY v.u> FOR CONSlRUCllaI IIIIEII SEAUD

NIl SIGNED BY A PROFESSIONAL ENGINEER REGlSlEREO .. THE STAl[ OF SOOTH CAR<lI.lNA.

CHECK WWW.SCOOT.ORG FOR

LAl[5T UPDAtE.

~w.~.-r SIGNATURE

(j''27·lt

DATE

S --- --- --- 3 --- --- --- 2 --- -- --- I --- --- --- 0 --- - - ---

OAl[ CHK DESCRIpnON

SCDGY

SWlHCARa.1NAD£PMftOl(f IRNr.i'tltlAIKII

DESIGN STANDARDS OfFlCE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

CURB & GUTTER

(CONCRETE ISLANDS)

720-105-03 EfF[ClM l.E1'1WGDAlE .wlIAlty, lOIJ rR

6.'.-"1~./ VARIABLE I"I"·'l

• 1 1 /~---OPllONAL COlD JOINT~ I L R6k~ r..' '0 O· ~ ~~

SURfACECOURSE .I. J

NEW SURFACE COURSE

BINDER COURs[

NOl[S,

1. lOiEN DESIGN SPEED IS '5 MPH OR GREAl[R. USE (2) II" IlIA11El[R SlITI. DOWELS 'MTH 1Q.1i· EW8EOUENT tlTO PAVEMENT AT 10 FOOT INTERVAlS. SlEEl ooms ARE NOT REQUIRED 'MiEN DESIGNSPEED ts LESS THAN 45 MPH•

2. TO INSURE PROP£R DRAINAGE. GRADE GR~O SURF'ACETOWARDSTREETWITH A SLOPE

OF 2<>, (H,V).

J. SEE SHEET 120-105-01 FOR ADDITIONAl. NOT£S.

BASE COURSE t,o~'

.....------5E£ NOT£NO.,-------11

9'

STot.NOARO9" XIS

CURB. SEE STANDARD

DR...WlNG 120-105-01.

PR[IJI S RESURACING

ORIGINAl SURFACE COURSE~---+--------------------~----~~~~--~~

BAS[ COURSE

DETAIL 10

SCDaJINOTES

NA nOHAl DOCUMENTS

SCOOT DOCUMENTS

RELATED DRA'MNGS &: KEYWORDS

THIS DRAWING IS ONLY VAUD FOR

CONSTRUCTIONWHENSEALED

AND SIGNED BY A PROfESSIONAL ENGINEERREGISTEREDIN mE STATE Of SOUTH CAROUNA.

CHECK WNW.SCDOT.ORGFOR

LATEST UPDATE.

NEW DRAWING

DESCRIPTION

a 1/2016 050

DATE CHK

SCaaT 5OUHtCARilINADfPA1HItlENIIlIRAN5PIlITm:1f

DESIGN STANDARDS orncr

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

SIDEWALK ADJACENT

TO CURB

720-150-00 ffiECTi\{ LfTTlNG DATE

DETAIL 4ISOMETRICVEIW

--- ---------------__j

NOTES:

1 SEE DRAWING720-105-01 FOR STANDARDCURB AND CUrrER DETAILS.

2 SEE DRAWING 720-901-0J FOR sruao,s AND CONSTRUCTION TOLERANCE.

J PLACE TRANSVERSE EXPANSION JOINTS (FUll DEPTH ACROSS THE ENllRE SIDEWALK WIDTH) YMEN NEAR

TURNS IN THE SIDEWALK, AND IN LONG CONllNUOUS RUNS OF SIDEWALK AS DIRECTED IN THE

STANDARD SPECIFICATIONS.

-4 PLACE EXPANSION JOINTS BET'4£EN THE SIDEWALl< EDGE AND THE BACK OF CURB WHEN ALONG A RADIUS

LESS THAN 100'.

5 PLACE EXPANSION JOINTS BETWEEN THE SIDEWALK EDGE AND ANY ADJACENT S1RUCTIJRE

(RETAiNING WALLS, BUILDINGS. ETC.)

6 PLACE CON1RACTION JOINTS AT REGUlAR INTERVALS BETWEEN EXPANSION JOINTS NOT TO EXCEED STANDARD SPEClF1CATlON SPACING.

7 MEASURE SIDEWALK IN SQUARE YARDS BY THE ACmAl PLACED AREA OF CQNCRElE UP TO 1HE ADJACENT PAY lTEU UMITS (CURBS, PEDESTRIAN RAMPS, DRIVEWAYS, ETC.).

5'-O~

TOP OF

SIDEWALK

SLOPING

FACE CURB

AND GUTTER TOP OF

PAVEMENT

0' R TYP1 -0

'0" ~,' I-

CONTR~

~ CONCRETE CUJOINT

AND GUTTER

DETAIL 3

CONCRETE

SIDEWALK

RS

TOP OF

PAVEMENT

DETAIL

112M _ 1'_OM

SIDE ELEVATIONS

DETAIL 3ISot.lETRIC VEIW

1. SEE DRA'MNG 720-105-01 FOR STANDARD CURB AND GUTTER DETAILS.

2. SEE DRAMNG 720-901-03 FOR SYWBOLS AND CONSTRUCTION TOLERANCE.

3. PLACE TRANSVERSE EXPANSION JOINTS (FULL DEPni ACROSS THE ENTIRE SIDEWALK WlDni)

\\ttEN NEAR lURNS IN niE SIDEWALK, AND IN LONG CONllNUOUS RUNS OF SIDEWAll< AS DIRECTED IN niE STANDARD SPECIFICATIONS.

4. PLACE EXPANSION JOINTS BETY£EN THE SIDEWALK EDGE AND ANY ADJACENT SlRUClURE (RETAINING WALLS, BUILDINGS, ETC.)

5. PlACE CONTRACTION JOINTS AT REGULAR INTERVALS BETWEEN EXPANSION JOINTS NOT TO EXCEED STANDARD SPECIFICAllON SPACING.

S. MEASURE SIDEWALK IN SQUARE YARDS BY THE ACruAL PLACED AREA OF CONCRETE UP TO THE ADJACENT

PAY ITEM UMITS (CURBS, PEDESTRIAN RAMPS, DRIVEWAYS, ETC.).

TOP OF

PAVEMENT

10' O~ T'r'P- LCONTHACnON JOINT

V

, '0 '0 t---

"' ., '" '" W 1 W '" '" '" ~. '" ,. . , '" w .. i- "' ~'. '" w '" I " "I. '" I W

L__

CONTRACTION ~"""""'_CONCRET

JOINT CURB AN

CONCRETE

SIDEWALK

GUTTER

DETAIL 4

REFERENCES

NATIONAL DOCUMENTS

SCOOT DOCUMENTS

RELATED DRAWINGS &: KEYWORDS

THIS DRAWING IS ONLY VAUO FOR

CONSTRUCTION WHEN SEAlED

AND SIGNED BY A PROFESSIONAL

ENGINEERREGISTEREDIN THE

STATE Of SOUTH CAROUNA.

CHECK WWW.SCDOT.ORG FOR

LATEST UPDATE.

1/16 DSO NEW DRAWING

DATE CHK DESCRIPTlON

SDllIK CAROliNA DEPARTMENT or fRAHSPORT~noN

DESIGN STANDARDSOFFICE

955 PARK STREET

ROOM 405

COLUMBIA, SC 29201

STANDARD DRAWING

SIDEWALK WIfH GRASS

STRIP ADJACENT TO

CURB

720-155-00 ------------ -.~ ..--- ..~----- __EEffE~C]lliVEd!l£11l~NGODgA1E!IT'='~'"~,,~,,~'2'20~"

NATlONAL DOCUMENTS

SCOOT DOCUMENTS

RELATED DRAWINGS & KEYWORDS

THIS DRAWING IS ONLY VALID FOR

CONSl'RUCnON WHENSEALED

AND SIGNED BY A PROFESSIONAL

ENGINEERREGISTEREDIN THE

STATE Of SOUTH CAROLINA.

CHECK WWW.SCDOT.ORGFOR

LA TEST UPDATE.

1/16 DSO NEW DRAWING

DESCRIPTIONDATE CHK

SCDaT S()UmCAROlINAO[PARJI.![H10rfRANSPORWION

DESIGN STANDARDS OFFICE

955 PARK STREET

ROOM 405

COlUt-ABIA, SC 29201

STANDARD DRAWING

SIDEWALK WITH GRASS

STRIP ADJACENT TO

OGEE OR VALLEY

GUfTER

720-160-00 EFITCllVE L£TT1NGDAll:

DETAIL

SCALE:1/2~ = 1'-0"

SIDE ELEVA1l0N

DETAIL 4ISOMETRIC VEIW

tlQ]ES;_

1. SEE DRA'MNG 720-105-01 FOR STANDARD CURB AND GUTTER DETAILS.

2. SEE DRA'MNG 720-901-03 FOR SYMBOLS AND CONSTRUCTION TOLERANCE.

3. PLACE TRANSVERSEEXPANSIONJOINTS(FULL DEPTHACROSSTHE ENTIRESIDEWALKWIDTH)

WHENNEAR TURNSIN THE SIDEWALK,AND IN LONGCONTINUOUSRUNS OF SIDEWALKAS

DIRECTEDIN THE STANDARDSPECIFICATIONS.

4. PLACE EXPANSIONJOINTSBETWEENmE SIDEWALKEDGEAND ANY ADJACENTSTRUCTURE(RETAININGWALLS,BUILDINGS, ETC.)

5. PLACECONTRACTlONJOINTSAT REGULARINTERVALSBET'M:ENEXPANSIONJOINTSNOT TO EXCEEDSTANDARD SPECIFJCATlONSPACING.

6, MEASURESIDEWALKIN SQUAREYARDSBY mE AClUAL PLACEDAREA OF CONCRETEUP TO -mE ADJACENT

PAY ITEM UMITS (CURBS, PEDESTRIANRAMPS, DRIVEWAYS,ETC.).

10'-0" TYP-.--.~--.

f COI"TRACTIOI~JOINrr- I r-: ,A.SFI-IAL1 VAL-LE) GUTI[P ,,_ow ll~Jt_

DETAIL 3

TOP OF

PAVEMENT

TYPE NO.

SECTION THRU CONCRETE

AREA= 1.62 SO. FT.

t.tAX. CAPACITY= ~. 0 SO. FT. TYPE NO. 5

SECTION THRU CONCRETE

AREA= 2.77 SO. FT.

t.tAX. CAPACITY= •• O SO. FT.

•.::O:---_-r ~._.-<l~._

TYPE NO. 2

SECTION THRU CONCRETE

AREA= 1 .67 SO. FT.

MAX. CAPACITY= 5.0 SO. FT.

SECTION THRU CONCRETE

AREA- 3.4 SO. FT.

t.tAX. CAPACITY=5.0 SO. FT.

,'-;,- 6' -0-

TYPE NO. 3

SECT ION THRU CONCRETE

AREA= 2.4J SO. FT.

MAX. CAPACITY=9.0 SO. FT.

TYPE NO. 7

SECTION THRU CONCRETE

AREA='.06 SO. FT.

t.tAX. CAPACITY= 6.0 SO. FT.

INTERVALS

TYPE NO. 4

SECTION THRU CONCRETE

AREA=4.Jl SO. FT.

t.tAX. CAPACI TY= 16. 0 SO. FT.

PROFILE SECTIONAL VIEW

OF JOINT FOR CONCRETE GUTTER

GUTTER LENGTH VARtABlE

NOTES:

JOIN~~ETbL~~S)~.PRTHLI~l·TAIN~S'lfAL(iLU~~ERplAl{J'A£'tSEkOyN<10

FEET. WEEP HOLES TO BE: PLACED WHERE DIRECTED BY

THE RESIDENT CONSTRUCTIOO ENGINEER.

2. THE PAY ITEN SHALL BE:

CONCRETE GUTTER-TYPE l.F.

UI ...ET EZ

TH S DRAWl

SIDE VIEW

SHOWNt.tETHOO OF CONSTRUCTING

INLET END ~ OUTLET END OF CONC.GUTTER 720-205-00

EffECTlVElUTllI:Om MAllOOI

REFERENCES

1111001.IiOlJOOS

1W1!01III1J11I:S&IElIIIJS 4Ill-11J511O

PRECONSTRUCTION

SUPPORT ENGINEER

IIUICIIl.!iIIII IlIfE

_'" [_IIUo.'II".", IW1I1_'AlIaN

DESIGN STANDARDSOFFICE

955 PARt( STREET

ROOM .05

COLUIIlIA. SC 29201

STANDARD DRAWING

CURB &. GUTTER

CONCRETE DITCH

PAVING &. FLUMES

IlATIIJW_OOQJI(MJS NOTES:

1 • WHERE CONeRE

ADJACENT TO THE

DRAWING NO. 720

BE toEASUREO ANDggm~iJcrla:: ij,-UC

L"GUT

HE

AS

EL

RUCTED

HOIIN'"

GUTTER SHALL

CURB AND

rOR THE

TURN ANGLE I t. 1 AND LOCATE THESE POINTS USING THE FOLLOWING FORMULAS:

AB = Be = R • rAN( 1'2 6, )

DE = OF = R'. COT( 1'2 A )

BD = W 1 SINI e,. 1

BG = OF + W • COT! t. 1

SURFACING AREA ABC - R2• TANI", A - I TT_A1/3601

SURFACING AREA DEF = IR'I2 _COT['"A - TT*i180- e,. 1/3601

SURFACING AREA BDFG = "2 W_IBG + OF 1

2. FOR INTERSECTIONS AT OR NEAR 90·, USE 30 FT.

~~~ ON FACE OF CURB. UNLESS OTHERWISE SHOWN ON

~ONc~~~T~Vglwl~~BI~Ar~s~~u~~l~~SE~lfO~~A:':~~END.

720-g05~1 Foo CURB RANP DETAIL.

•• ALL STREET INTERSECTIONS TO BE STAKED OFF

BEFORE CONSTRUCTION.

NOTE TO RESIDENT ENGINEER:

SCIlIITIXllIOTI

IllIT£D 1lI11111G1& ![YIDIII nlHIIHII, 12HIHII

PRECONSTRUCT ION

SUPPORT ENGINEER

IF SIDEWALK EXISTS. THE ORIVEWAY OPENING SHOULD

NOT EXTEND ACROSS THE LI NE OF SIDEWALK ON EITHER

STREET. FOR SIDEWALK DETAILS SEE STANDARD DRAWING

NUMBERS 720-~05-O0. 720-~10-01. 720-0410-02. AND

720-g05-01.

WIDTH FACE Of CURB

TO FACE OF CURB

_J.21II

'::: I

I~ I ,~ r

II:;, ,,

WIDTH Of SURFACING

011[

- - - - - - 1;; - - - -:--:='-:!E'"""' _ _:C:::IlIICRE~!'CTC!.E~C!!"'~.~&c.:GU~TTE~R!!.........j tcIlIfIIC_IMDlI'lIIInIOIl .. _U" ...

DESI GN STANDARDSOFF ICE

g55 PARK STREET

ROOM405

COLUweTA. SC 29201

STANDARD DRAWING

CURB &. GUTTER

AT INTERSECTIONS

720-305-00 EFF[CTI'I{ lETTIlCDI

DETAIL ~

DfICP CtIIII DRIYEI.Y 11TH SIDEWAlK AO.IACENT TO CURl

DRIVEWAY

'I-

'I- C" 'I-'I- 'I-

~ 'I- 'I-

~OTES:

1. PROVIDE lDOtTlDNAL CONTRACTIONJOHHS WITHIN DRIVE'AY WIDTq AS SPECIF,ED '''I SCOOT STANDARDSPECIFICATiONS. SECTIOhl 720.

2. DRIVEWAYS ro BE COfrtSTRuCTED WHERE DESIGNATED BY THE RESIDENTCONSTRUCTION ENGINEER.

J. CONCHETE CURB THROUGH DRIVEWAY TO BE t.l[ASURfO AND PAID FOR AS CURB &.

GUTTER (VEN WHEN CURB IS DROPPED.

~tHE~l~L&!f~W~~K~A~~ I~DB5R~er~r~~~~ro ~E5~:l2~~XMAiR~~CE~~O~aTEDALLOrl-'EAWIS(.

5. SIDEWALK SHAlL BE BUILT IN ACCORDANCEWIHI THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGttTS--(JF-WAY INOVEt-eFR 23. 20051.

6. METAL KEYWAY STYLE JOINTS NA.Y BE INSTALLED BETWEEN JR!VEWAY APPROACH

AND SIDEWALK TO ACHIEVE LINE AND GRADE. KEEP il£TAL JOINT NAT~AIAl FLUSHWITH OR DElOW ELEVATION CF CONCRETE.

7. Fm CURB OR INTEMAL CURB DETA[LS SEE STANDARD ORAWINC NO.720-105-00 .

8. THE PAY ITEMS SHALL BE:

7205000 CONCRETE DRIVEWAY 16-UNIFC.nU sr ggl~g gg:g~f+~~'ffl~.fL~Ui!~eN 1F~;;;)::::::~~

2'- 6- 1'""'==1-----t"'"''''.

SECTION r::\ii......Eii'i.~..;;;.~"i'i,'---1~

SECTION ~o;sc~",".i:.. ;,·,,,,,i-' --...,~

Ml!1J. !J!J!

DAlE

BACK OF SIDEWALK

CONTRACTION JOINT

BACK OF ,

CONCRETE SIOEWALK 5- WAXUI.HotVERTICAL

DROP ALONG SIDEWALK

GUTTER FLOW llHE

DATI

" t. ~

~" f, l r ~.. +

+ I y

~4" EXPANSION JOINT I\-\-

NOTES:

1. PROVIDE ADDITIONAL CONTRACTION In:NTS W,THj!\ DRIVEwAY WIDTH AS SPECIFIED TN SCOOT STANOARO SPECIFICAilONS. SECTION 720.

2. DRIYEWAYS TO BE CONSTRUCTED WHEREDESIGNATL) BY THE ~ESIOOH

CONSTRUCTION ENGINEER.

J. CONCRETE CURB THROUGHORI V[WAY TO BE Io£ASURED ANO PA I 0 FOR AS CURB a.

CUTTER EYEN WH[N CURB IS DROPPED.

~. SIDEWAlKS ARE TO BE CONSTRUCTED ON A 50: 1 MAX. CROSS SLOPE. THE SIDE

SLOPES OF THE RAMP ARE NOT TO EXCEED 12:1 AT A.NYLOCATION WHEREPEDESTRIAN

TRAFF rc CROSSES THE RA

5. SIDEWALK SHALL BE BUILT IN ACCORDANCEWITH THE REVISED DRAFT GUIOEl:NES

FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY (NOVEMBER 23. 20051. FOR INTEGRAL

CURB SEE STANDARD ORAWING NO. 720-105-00.

~ ~M~~~Y'~YJ~T~~EJ~I~PA~Y GR~Dl~ST:a~DJi!~S~,2~I~'~~I !rp~~~~ WITH OR BELOW ELEVATION Of CONCRETE.

1. FOR INTEGRAl. ClMS SEE STAND"'RD DR.... ING NO. 120-105-00.

a. THE n"'RED SLOPE IN TH£ SIDE .... LK Of EITHER SIDE or THE DRIVEW...y .....y REDUIRE IIIJDIFlCATJON DUE TO ELEV",TION DIFFERENCES BETWEEN ~~EE~~8T~ r~,~IDE."'LK. THE SLOPE SHAlL BE NO

,. PAY ITEWS:

1205000 CONCRETE DRIVE .... Y {6"l.INlfORMI 5y

J~g~~g~~~H~~V~wt_~UI~~~\Fo~MI::::::~~

GUTTER LINEL_~: .. 1

SECTION ~

sc...[ .. •.. ' ~

VARIABLE 12'- 101,/ IU.K

VARI"'BLE J' MIN

ORIVEWAY

q;

GUTTER now IINE

:4:[ ,J:i.' cc .. 7 iNO~1IA: _Sl_:"~~I~ cur::: ,LINE ~.C7',,""-.

'2

~~~U~ CD

VARIABlE 12'- 103'4- "AX

VARIAOLE 12'- 10',..' WAX

5' -0" WIN. VARIABLE 0 6"

{sc,"~:'".i:r:~:!;f:tC~iiTI~<U::~~.IN[ SECTION ~"SC!;;...7[i-"~"",,,r--~~

~I,n

SIDEWALK

CCWCRET£S/OEII'AlK (","'lINIFt:lRM1 b C"aYCRET£ OR/W"AY I Zrs : LWIFOfIII , • -.._..-'7'!- .~2

SEE NOTE i I

DR IVEWA ~:jAPPROACH

-I

~~:;:;C:U;R;B;:&~r;G;U~T~T;E~R~~;-~-~;~~~;~~-~J~-~~~;~~~~=-j/l;~~,-~_~_~_~_~_~_~_~_~_~~_~_~_~_~_~_~_~_~_i_~~~~~~~~~~;:~~::::::~~:~c~~

],{ EXP...NSION JOINT 6'-0" WIN. ""-3" MIN. ",'-)" WIN. 6'-0· WIN.

6' MININUM ONLY IF CURB LINE IS ON 0% GRADE.

MAXIYJW CROSS SLOPE Of 50:1 UNlESS NOTED.

"O!j;E7TA~IL';-r-__ r:;\.

5<......... ' 0 DRIY£WAY P'l.AN

BASEL IHE B

~( ...EXPANSION JOINT .II' -J" MIN. WIDTH OF DRIVEWAY }'4~EX?A"'SION JOINT

5' MIN1WM ONLY IF' CURB LINE IS ON 01. CRADE. THIS fiGURE WILL VARY WITH GRADE AND SHOULD BE DETERMINED BY SLOPE OF ROAQWAY

,-,~~.c.- .I11lO.1OO9

~~ DR'VEW ..0

WITH GRASS I"lOT Of GREATE"THANT'-4~l,.,...... lit..,... 1

:r DRIVEWAY :r :r 0

:r :r ~ :r

SIDEWALK

~'!F!tt~}~/fAlK

DRIVEWAYIAPPRDACH~~il~ .

I

BACk OF ,," CONCRETE5 IDEW"lK

BASELINE 8

"4" EXPANSION JOINT

BASELINE C

WIDTH a= DRIVEWAY

G' MINIMuU ONLY IF CURB LINE IS ON 01. GRADE. THIS FICURE WILL VARY WITH CRADE ANO SHOULD BE DETERIAINEO BY SLOPE OF ROADWAY.

CONTRACTION JOINTS AT A NAXtMt.JNOf IS' ON CENTER.

;C~E~~~' 0

DRIVEWAY ELEVATION

NOT[S:

1. PROVIDE ADOJTUJNAl. CeJHRACTIOH JOINTS WITHIN DRIVEWAY WIDTH AS SPECIFIED IN secor STANlARO SPECIFICATIONS SECTION 720.

~iJ.Is~tk'TMs[~gl~E~~TRUCTEO MfERE DESIGNATED BY THE RESIDENT

3. CONCRETE CURB THRU DRIVE .... Y TO ItE MEASURED ANO PAID FOR AS CURB a.

GUTTER [VEN WHEN CURe IS DROPPED•

... SIDEWALKS ARE TO fiE CONSTRUCTED ON A 50:1 MAX. CROSS SUPE. THE SlOE SLOPES CF THE RAW ARE NOT TO [XCEED 12: 1 AT ANY lOCATION WHERE PEDESTRIAN

TAAFF I C CROSSES THE RAW.

5. SIDEWALK SHAlL lIE aUILT IN ACCOROANCEWITH THE REVISED DRAFT GUIDELINES FDR lCCESSllll.E PUBLIC RIGHTS-(7-WAY (NOVEMBER 23. 20051.

5. FOR INTEGRAl CURB SEE SUNDARD DRAWING720-105-00.

7. THE SIDEWALK. IF PRESENT. WAYBE REOUIRED TO HAVE e- CONCRETEmfrk~~H~m=lm~c*r,~m~r:Al~~~.~u~a§t~~Tlt»t

S. METALKEYWAYSTYLE JOINTS WAY!E INSTALLED BETWEENDRIVEWAYAPPROACH

07ttS6R£1~~T~L~~n~ &lN~a:~E~~~E. KEEP NETAL JOINT MATERIAL FLUSH

VARIABLE 12'- 10',/ WINnlJ"

VARIABLE 12'- 10" .... MAX

GRASS

12:1 WAX GUTTER LINE

~ ... EXPANSION JOINT SECTION ~~SC"''''~E~''-l.·?'f,,''''·---~ GUTTER LINE

BASELINE 0

1111£

REVISED DRAF'T GUIDEUNES FOR

ACCESSIBLE PUBLIC

RIGHTS-Of-WAY NOVEMBER, 2005

REFERENCES

NATIONAL DOCUMENTS

"'UTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSITION PLAN

QPL 61

RELATED DRA'MNGS &: KEYWORDS

625-J05-00

11-IIS DRAWING IS ONL,( VALID FOR

CONSTRUCllON WHEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE Of SOUTH CAROUNA.

CHECK WWW.SroOT.ORG FOR

LATEST UPOA TE.

6 --- 5 ---

2 ---

11/14 OSO CHANGE UNOERUNEO

8/12 OSO NEW DRAWINC

DATE CHK DESCRIPllON

Sl)JTH C"l~QJH'"OCPAlHI.L'H(f IRfol6'OR'JAnOO

DESIGN STANDARDS OFFICE

955 PARK STREET

ROO... 405

COLUI.ABIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMPS

GENERAL NOTES

DEFINITIONS

720-901-01 EffEClM: l£T1lNGO~TE FtflffUARY. 201!.

1.01 CONSTRUCT PEDESTRIAN RA ...PS CONFORMING TO THESE STANDARD DRAWINGS. SUBMIT RAMP DESIGN DRAWINGS TO THE

ENGINEER FOR REVIEW WHEN NON STANDARD RAMPS ARE USED.

1.02 USE MATERIALS AND WORKMANSHIP IN ACCORDANCE 'MTH THE SCOOT STANDARD SPEClFlCAllONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION), SCOOT OUAUFIED PROOUCT UST 61 ANO DETECTABLE WARNING MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

1.03 PR0\t1DE A SKip-RESISTANT BROOM DNiSH ON CONCRETE 'MTHIN JHE DEstGNATED PEQFSTRIAN ACCESS ROOTF CONSTRUCT DESIGNATED PEDESTRIAN ACCESS ROUTES LOCAl£D ON ASPHAlT PAVEMENTS AS U'¥El AS PRACTICAL ANO REMOVE LOOSE OR UNCOMPACTED ASPHALT THROUGH THE ENllRE ACCESS ROUTE

1.04 COORDINATE THE RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO THAT DETECTABlE: WARNINGS FOR RAMPS AND REfUGE ISlANDS ARE ENllRELY 'MTHIN PEDESTRIAN CROSSWALK MARKINGS,

1.05 SEE STANDARD DRAWING 626-."505-00 FOR CROSSWALK MARKING STYLES.

1.06 CONSTRUCT SIDEWALK, PARALLEL RAMP, AND LANDING CROSS SlOPES AT 100H:1V [NO SlEEPER mAN 5(Ji:1V] TOWARD TI-lE ROADWAY. CONSTRUCT CROSS SlOPE or PERPENDICULAR RAMPS TO MATCH ROADWAY GRADE.

1.07 CONSTRUCT RUNNING SLOPE OF NEW CURB RAMPS AT A 12H: 1V OR 8.33X OR flATTER WHEN MEASURED ALONG THE DIRECTION Of PEDESTRIAN TRAVEL UP THE RAMP AND RELAllV£ TO A LEVEL GRADE UNLESS FIElD CONOIllONS REOUIRE

A RAMP GREATER THAN 15' LONG.

1.0S USE AT LEAST 1S" CURB RADIUS AT ALL EDGES Of NEW CONCRETE ISlANDS AND AT LEAST 6" CURB RADIUS AT AlL CURB RETURNS, DO NOT SAW CUT EDGES THROUGH ISLANDS OR AT RAt.APS FOR NEW CONSTRUCTION.

1.09 00 NOT CONSTRUCT STANDARD RAMP PARTITIONS OR CURB RETURNS TALlER THAN 12". IN LOCAllONS YttlERE GRADE SEPARAllON BEnYEEN SIDEWALK AND ADJACENT PROPERTY EXCEEDS 12", SLOPE ADJACENT GRADE AS DIRECTED BY THE ENGINEER OR PROPERTY OWNER (2:1 OR FLATTER). 'MiERE REGRADING Of ADJACENT PROPERTY IS NOT PRACTICAL. PROVIDE A RETAINING WALl AS SHO'M'ol IN THE PlANS. SPECIAl PROVISIONS, OR AS DIRECTED BY

THE ENGINEER.

1.10 REMOVE AND DISPOSE Of ALL WASTE AND EXCESS MATERIM. FROM COMPLETED RAMP.

] 11 IN IOCA]ONS WHERE ARCHlJECllJRAI TREATMENTS <iMPRINTED ASPHA! T ARCHlJECDIRAl PAVERS SJAMPfQ CQNCRETE ETC) ARE !NCllJPFQ IN lHE PI ANS DO NOT PI ACE mE ARPiITECDIRAI TREAlNENTS Vr1lH!N mE PEDESTRIAN RAMP OR I ANDING HOWEVER PYED OR STAINED CONCRETE MAY BE USED IN mEg AREAS If IN[)!CArrQ IN THE PLANS OR SPECIAL~

1 12 WERE PRACTICAl LOCAJE ARCHlJECWRAL IRfATMENTS At ONG ruE BruNDAR), Of THE prnEsm'AN ACCESS ROUTE RAmER mAN DIREcn v WlJHIH THE PEDESffilAN ACCESS ROUIE

5.00 REfUGE ISLANQSIBASlEO MEPIANS

5.01 IN REFUGE ISLANDS, PROVIDE A MINIMUM OF 2' -OY SEPARAllON BETWEEN DETECTABLE WARNINGS ON EITHER SlOE

OF THE REFUGE TO DELINEATE WHERE ISLAND BEGINS AND ENOS.

5.02 USE DETECTABLE WARNINGS IN RAISED ISLANDS 6' -0" 'MOE OR WIDER IN GENERAL DIRECTION Of PEDESTRIAN TRAVEL

THROUGH THE RAMP.

S.OJ USE ISLAND STRAIGHT CROSSING ADJACENT TO lNIERSECllONS THROUGH ANY ISlAND LESS THAN 12' 'MDE.

5.04 'MiEN A MID-BLOCK CROSSING IS REQUIRED, CONSIDER lotIO-BLOCK STAGGERED CROSSING (720-055-41) 10 ENCOURAGE EYE CONTACT BETWEEN THE PEDESTRIAN AND THE ONCOMING TRAfnc. ALWAYS ANGlE THE STAGGER SO THE

PEDESTRIAN TRAVELS THROUGH THE REFUCE FACING THE ONCOMING TRAFFIC.

1500 DRAINAGE

15.01 'IottERE PRACTICAl, LOCATE DRAINAGE STRUCTURES OUTSIDE AND UPHILL OF DESIGNATED PEDESTRIAN ACCESS BotlJFS

15..02 'MiEN DRAINAGE SlRUClURE MUST BE LOCATED INSIDE OF A PEDESTRIAN ACCESS ROlf" USE ONLY ADA COMPUANT DRAINAGE STRUCTURES. USE ADA RAlED ORAlE AND COVERS 'MiEN INSIDE PEDESTR1AN ACCESS ROUTES INCLUDING SIDEWALKS, RAMPS, lANDINGS. CROSSWAlKS, ANO ISLANDS. SEE STANDARD DRAWINGS FOR CATCH BASINS (719-0XX-XX), DROP INLETS (119-1XX-XX), AND TRENCH DRAINS (719-2XX-XX) FOR AVAIlABLE OPllONS.

15.03 DO NOT ELIMINATE DRAINAGE STRUCTURE WITHOUT THE CONSENT Of' THE HYORAUUC ENGtNEER.

15.04 PRO\o1DE RAMP PARTITIONS AS NEEDED TO CONTAIN ROADWAY DRAINAGE OR IF NEEDED TO MAINTAIN GRADING ON ADJACENT PROPERTY. \\HEN RAMP PARllllON IS USED, GRADE ADJACENT SOIL Yt1THIN 1a- Of mE TOP Of mE RAMP PARTI1lON ANO FLAT fOR AT LEAST l' BD-fIND THE RAMP PARll110N

20 ao DETECTABLE WARNINGS

20,01 fOR STANDARD INSTALLATIONS, USE AT LEAST A 2' -0· X 5' -oY PfITCJAB! f WARNING AT AlL INTERfACES BETWEEN PEDESTRIAN ACCESS BOUJE OR REFUGE ISLAND AND ADJACENT TRAFFIC. ALWAYS SUPPLY ENOUGH D.E.lECIAW.E.

WARNING MATFRIAI TO COlIER LANOING OR REFUGE BOUNDARY AS SPECIFIED IN THESE STANDARD DRAWINGS. RETROfIT RAMPS THAT DO NOT HAVE SUFFICIENT R~ TO ACCOMMODATE STANDARD RAMPS MAY USE SMALLER DEIECl.AHll.

~ If SPEClnEQ IN niE PLANS OR SPECIAL PRO'v1S1ONS.

20.02 UNLESS SPECInED OTHER'MSE IN THE PlANS OR SPEctAL PROVIStONS, INSTALL SAFETY YELLOW FEDERAL NUMBER 335."50 DETECTABLE WARNtNGS. SEE QUALIFIED PROOUCT UST 61 FOR AVAILABLE COLORS AND USE ONLY COLORS THAT PROVIDE CONTRAST BETWEEN THE ADJACENT t.AATERlALS.

20.03 FOLLOW DOECIA8!E WARNING MANUFACTURER'S INSTAllATION PROCEDURES AND USE ONLY MATERIALS (PRIMER, GROUT, ADHESIVES, ETC.) AND METHOOS (CONTACT PREPARAllON, PLACEMENT, fiELD CUTS, ETC.), THAT ARE SPEaFlED BY THE

DETECTABLE WARNING MANUFACTURER AS COMPATIBLE WITH THE SELECTED WARNING PROOUCT.

20.04 SELECT DETECTABLE WARNING PRODUCT BASED ON THE FOLLOWING CONDITIONS;

o.WET INSET WITH FASTENERS OR REPLACEABLE b,WEl INSET WITHOUT FASTENERS c,PA'v'[R d.ASPHAlT APPUED

e. DRY BONDED

ANY NEW LOCATION WITH NEW CONCRETE

ANY NEW LOCATION WITH NEW CONCRETE

(».ILY YtttEN SPEOflED tN PLANS OR SPECIAL PROVISIONS

ONLY ON ASPHALT SURFACES

ONLY 'fttIEN NEW CONCRETE WILL NOT BE PLACED IN RAMP

20.05 FOR RADIUS INSTALlATIONS. FIELD CUT QfTECTARI f WARNING ...Al'£RI.Al TO FIT BACK Of CURB RADIUS AS $HOWN OR ORDER CUSTQt.4FABRICAlED PIECES TO MATCH CURB RADIUS. EDGE OF DETECTABLE WARNING MUST BE WITHIN 3" OF BACK OF CURB AT ANY MEASURED LOCAllON FOR CURVED INSTALLATIONS. COVER ENTIRE BACK OF OJRB RAOtUS BOUNDARY TO WITHIN 2 INCHES OF BOlH SIDES OF THE LOWER LANDING. 'MiERE PRACTICAL. ... NUZE THE NUMBER OF' FIElD CUT PIECES IN RADIUS INSTALlAllONS,

20.06 DO NOT INSTAll DETECTABlE WARNINGS IN AT-GRADE MEDIANS OR IN MEDIAN LOCATIONS WHERE A RAISED WEOIAH TER~ATES ON ONE SlOE OF A CROSSWALK. NO REFUGE ISlAND IS AVAILABLE IN THESE CASES, SO PEDESTRIAN CROSSWAlK SIGNAL SHOULD BE TIMED TO AllOW THE PEDESTRIAN TO CROSS TO THE NEXT AVAlLABl£ REFUGE LOCATION.

20.07 PlACE All STYLE DrJfCTARI f WARNING MATfRlAIS FLUSH 'MTH TOPOF SIDEWALK (FlUSH +/_ 1/S").

20.08 LOCATE ENllRE WARNtNG B&lIND CURB UNE TO "'INI~IZE VEHIClES RIDING OIlER 'WIS ffAWRE LOCATE ONE EDGE CIi PETECIAAI E WARNING YltTHIN 3 INCHES OF lHE rACE Of CURB ON MEDIAN ISlANDS AND 0 TO 2

INCHES BEHIND BACK OF CURB AND CUTTER.

20.09 ~UNCATED ()()ME PATTERN IN LINE WITH DIRECTION PEDESTRIAN TRAVEL ACROSS THE D.E.lECIAW.E.

20.10 GROOVE A 'M" X J4" JamT IN THE CONCRETE PAD DlRECn.V AROUND THE PERIMETER OF THE D.E.lECIAW.E.

WARNING MATERIAl fOR AI L WET INSf! AND GRDUTfQ PAVER 5D1 FS .

25.00 REJROFlT INSTAl I AllONS

25.01 'MiEN RETROFITTING PEDESTRIAN RAMPS ON SIDEWALKS, RETROFIT EXlSllNG CONCRETE ISLANDS AT THE SAME

TIME.

25.02 FOR RETROFIT RAWPS, RECARDLESS OF EXlSllNG SIDEWALK 'MOTH; CONSTRUCT fULL SIZE RAMPS AS SHOYm IN THESE STANDARD DRAWINGS, UNLEss RIGHT ()" WAY WAITS DO NOT ACCOMMODATE STANDARD RAMPS OR SHOWN OTHERWISE IN THE PLANS OR SPECIAL PROIJIStONS.

25,03 USE DRY BONDED SURfACE AeellID PfTfCTABI f WARNINGS ONLY IN LOCATIONS VlHERE EXISTING GEOMETRY CONFORMS TO REQUIREMENTS FOR A RETROFIT RAMP AND NO NEW CONCRETE 'Mll BE PLACED IN 1HE RAIAP OR LANDtlG, PROW)[ A copy Of THE LATEST VERSION Of THE MANUfACTURER'S INSTAU.ATION INSJRUCllONS TO THE RESIOENT ENGINEER BEfORE INSTALLATION OF SURfACE "'Pet lEO QfTECTABI E WARNINGS

25.04 FOR RETROfiT RAMPS, IF NEW CONCRETE IS PLACED IN THE RAMP, USE ONLY \\£T INSET OR PAllER srnr

DETECTABLE WARNING SYSTE~S.

25.05 FOR ISlAND RETROFITS, SAW CUT EDGES ARE ACCEPTABLE ON AT GRADE PASS :ruB.D!.lGI::I.IF RAtJPS ARE CONSTRUCTED TO DIRECT PEDESTRIANS TO lHE top Of ruE RAISfD lSI AND PRO'v1O( SIDE FlARE EDGES ON THE RAMP TO MlNtulZE TRIP HAZARD. DO NOT USE SAW CUT OR \>£RTlCAL £OGES ON RETROfiT RAI.tPS IN

SIDEWALK.

25.06 PlACE FACTORV EDGES OF lHE DRV BONDED SURFACE ApPIlm DETECMa! f WARNING TRANSVERSE TO THE DIRECTION OF PEDESTRIAN lRAIlEL ACROSS THE DETECTABLE WARNING FIELD CUT EDGES MAY ONLY BE PLACED AGAINST CURBS. RAUP EDGES, AND ADJACENT OEIFCTAAI f WARNINGS SEM. PERIMETER AND ALL EDGES OF DRY BONDED SURfACE APPwrn QETECTABLE WARNINGS

3Q 00 NEA$llRENfNT

30,01 FOR CURB RAMPS, MEASUREPEDESTRIANRAMP CONS'TRUC'11ON1.2.QIQIlQ. .. SQUARE YAROS BASED ON THE ACTUAL AREA or RAIIPS. TAPERED ANO DROPP£ll CURBS. RAIIP PARtitiONS. CURB RETURNS. FI.ARES. NOD CUTlERS SHOION SHADED IN lHESE STANDARDDRAVINGS.

3D.01A MEASURt QEJECTAat WARNING yAlQIAb 72Q4DOO ON NEW pEDf$lRIAH RAMPS IN SOOARE' m:r IAgo ON »it ACIlIN INSTAllEO AREACf' THE QflECTAAIf WARNING "SEQ

30.02 FOR LOCAlIONS IN RAISED IoI£DIANS IM£RE AT-GRADE PA5S-lHROUCH IS CONS1RUCTED.~ CONCIIE1E _ noeooo. IN SQUARE YARDs. BY IH£...M£A INSIOE TI£ PERIMElER or tHE RAISED M£DIAN IF TI£ PAss- THRCUCH WAS

NOT PRESENT.

30.03 FOR L0CA11ONS IN ~AlSED MEDIANS AND ~ ElCISTlHGRAllPS VIHERE_Y lItE APPUCAtI~ or .......". .!mJE!)

QfJ£CINI E wNttWQ IS REQUIRED. MEASURE SURFACE APPUED DElECTHItE WARNNG 7208100 IN SQUARE F£ET lASED ON THE ACTUAL APPLIED AR£A OF' DElECTABLE WARNING.

30.04 FOR l.llCAlIONS IIHEIIE ElCISlINC SlDEWAIJ( IS 10 BE RDICMD. IIEASURE REMOVAL NOD OISPOSAL or DlS1INC PA-.ENENT 202JOOO. IN SQUARE YARDS. BY lIIt..A8t6.or SIOEWAlJ(. CURB. NOD cum:R IIEIIO'IED FR<lII lit[ EXIS1ING INFRASlRUCruRE.

1000 P6)WNT

40.01 PAY FOR PEDESTRIAN RAMP CONS1RUCllON 72D1ODO IN SQUARE YMDS AS SHO'fIIN IN lHESE DRAWIGS. F'A'tWENT INC:t.UOESALL MAlERIALS AND l.A8OR 10 C~S11lUCT PEDESmIAN RAMP AS SHOIWI. NO AIlOI11CINALPA'IIIENT tIIU. BE WADE FOR COIM'ON£I<TS USED 10 COIIPlETE '!liE RAMP CONS1RUClION.

40.02 PAY FOR CONCRETEt.EOIAN 720l000 IN SQUAREYAROSAS 5HOVINON STANDARD DRAWINGS720-105-xx. PAYMENT lNa.UDES ALL MATERIALS AND LA80R TO ~STRUCT PEOESmtAN PASS lHROUGH ACROSS MEDIAN Ist..AtI)S.

40,03 PAY FOR SURFACEAPPUED DETECTA8L£ WARfrlNG 7209100 IN SQUAREFEET AS stfOI'Mt IN 1HESE DRAIINGS. ...at INSTAl.UNC SIRfACE "pp"m pnrc!NI E WA8N!NGS ON ASPHALT OR 'MtEN RElROFITlIHC DaSlINC lUMPS. PA'tWENT INa.UDES ALL MATERIALS AND LABOR TO INSTALL It£ SlIBfACE mum purer.... , wtMC AS SHOWN,

40.04 PAY FOR REMOVAL AND DISPOSAL OF EXISTING PA~NT 2023000 IN SQUARE YARDS.

TYPtCAL DIRECTION or

PEDESTRIAN TRAVEL

i!!~ © © © ©i5~ til!' l oJ g

1.6~ TO2.4"

DETAIL

SCALE: 3 - 1-0

DOME SPACING

INSTALL A MINIMUM 2'-O~X 5'-0· DETECTABLE

WARNING..... TERIAL AT THE BOUNDARYBETWEENA

DESIGNATED PEDESTRIAN PATH ANO A 'v£HICULAR PATH.

fOR RETROflT APPUCATtONS AND IN LOCAnONS 'MiERE CONfLICTSMTIi UTkJTIES OR RIGHT-Dr-WAY EXIST, A

4'-0" 'MOE RAWP (2'-0" X .'-0" DETECTABLE WARNING)

UAY BE USED, PRO\1D£O THAT A MINIMUM 5'-0" X 5'-0·

AREA IS PROVIDED AT EACH REFUGE rSlAND.

REFERENCES

NATIOHAl. DOCUMENTS

REVISED DRAFT GUIDELINES FOR

ACa:SSIBlE PUBLIC

RIGHTS-OF-WAY NOV[WSER, 2005

MUTCD 2009

SCOOT DOCUMENTS

SCOOT TRANSIllON PLAN

QPL 61

RElATED DRA'MNGS" KEY'M.'lRDS 625-305-00

1115 DRAMNG IS ~ Y VALJ) FOR

~IIHEJ4SEALED

AND SICNED BY A PRa:£SSIONAl ENCIHEER REGlS1EREDIN 11£ STATE OF' SOUni CAROLINA.

Cl£CI( WWW.SCOOT.ORG FOR

LATEST UPDATE.

~1'~VU~j, 12/10/2,') '1, oiTE

.0000000000000.

000000000000000 000000000000000 000000000000000 000000000000000 .0000000000000. '.(.'

11/14 OSO DETNt 2 NOTE, Q-IANGElNlERUNED

0 8/12 OSO N[W ORA-WING, DATE QI( DESCRlP~

SCD8T

SOOTHCARllIHAt(PARfI('H(J IRNt1'IlIIA1K*

DESIGN STANOARDS OFfICE

955 PARK STREET

""""-COLLIWBIA, SC 29201

STANDARD DRAWING

PEDESTRIAN RAMPS

GENERAL NOTES

DEFINITIONS

720-901-02 EFFEClM l.ETIIC Q,t.l£ F[8INART.201~

LOCATE DETECTABLEWARNING",,,TERrAl BEN£EN 0" TO ."

FROW CURB FACES AND O· TO 2" fROU FLARES AND FlAT

AREAS.

09" TO 1.4"

sox MlNIMUU TO

65% MAXIMUM OF

('SE OIA~ETER'I

DETAIL

SCALE: 1 - 1

ELEVAn~

NATIONAL DOCUMENTS

REVISED DRAFT GUlOEUN[S FOR

ACCESSIBLE PUBLIC

RIGHTS-Of - WAY NOIJ£MBtR, 2005

MUTCD 2009

scoot DOCUMENTS SCOOT TRANSITtONPLAN

QPl 61

RELAlED ORAI'ItNGS " KEYWORDS lHIS DRAWIIIG IS ONLY VAUO fOR ca6JRUClJON WHEN SEAlED

AND SIGNED BY A PROF'ESSKI'4Al ENGINEERREGISlERED IN THE STAlE Of SOUlli CAROUNA.

aECK WWW.SCOOT.ORGFOR

LAlEST Ul'DATE.

6 --- 5 ---

2 --- 1 11/14 DSO MOOIflEO OEflNtTlONS

1/13 DSO NEWDRAWING

DATE CHI( DESCRIPllON soomCARO.JNAIlPARMNT(i IRAIf.ro!TATI(JI DESIGNSTANDARDS 0fTtCE

955 PARK STREET

""""-COlUMBIA. SC 29201

STANDARD DRAWING

PEDESTRIAN RAMPS

GENERAL NOTES

DEFINITIONS

720-901-03 mIe1M': IIT'JI«; GAl[ r[8RUARY, 201&

99 po DEflHlJJONS l)IANNEJIZIIIG lSI AHD - RAISED CONCRETE OR PLANTED ISlAND USED TO SEPARATE lHROUGH TRAVEl lANES AT AN IHlERSECllON FRO. lHE UNSIGNAUZED CHAHNEUlED RIGHT 1URN.

CUBII. - STANDARD 6" HIGH CONCRETEEI.£lIEIIT niAT SEPARAlES SIDEWALK fROj GUTTER.

~ - CIRCULAR PA'Tl-i or It. CURB AROUND A CORNER. ClJRB RADIUS IS MEASURED FROM lliE FACE OF CURS TO THE CENTER OF THE CIRCLE CONSlRUC1[D.

CU8IlJl6We. - SEE "PfD£SJBIAN RAMP"

QJRI RENBH - A PC:JmOH rE CURB _APPED ADJACENT TO A RAMP OR LANOING TO Accc.un FOR GRADE DFfERENC[s. CONSlRUCT CURB RElURNS ADJACDtT 10 GRASS (It PlANlED AREAS.

AtTERNATE TO FlARE.

DflECTAftI E WABNlNG "SURfACE FEAruRE OF TRUNCAlEI) DOlE MATERIAL BUILT It OR APPI.ED TO n-tE WALKINGSURf,t,CE TO ADVISE OF AN UPCCItIINC 0tANGE f'ROU PEDESTRI~ 10 \efKlJLAR WAY.

~~_ (FAJiIR:'~yw::.~~~S~,«~~~~~~~~S~~ ~~ ~~TC:.J~~:.o:rlO~~Tt=JA~ USING 11£ DRIVEWAY, AND THEREFORE. MAY NOT CONfORII 10 RULES fOR PEDESlRtAN ACCESSlllUTY.

Q8!Y£WAY PfDESlBtAH pAlH - ntE PMTtON OF A ORI'v¬ WAVAPPROAOf 11-IAT PftOWlIfS A P£DES1ftIAN ACCESS ROUlL

ElI1SJJHCCOMpliANT RAMP - A RAMP niAT NEETS 1HE GEOMETRYREQUIREMENTSFOR NEW RAMP COHSTRUCllON. DRY B<»IDED DElECTABLE WMNNaS MAY BE APPlJ[J) TO EXlS11NGCCJWPUANTRAMP WHERE NEEDED TO PRO\IIOE DEUNEATltw 8E1'YIUN PEO[SlRIAN PATH AND \lEHlCULAR PA1H.

ElAI!t. - A VARIABlE TRANsmON SLOPE (NOT 10 EXCEED lOH,lV) niAT ACCOUNTS FOR GRADE DIFnRENCES BETWEEN A RAMP AND ADJACENT SURFACES. AL1IftHATE 10 CURS RElURNS.

GUllEII. - A CONCRETE EDGE TREATMENTON _ SlOE Of A ROADWAY 10 COIMY WATER.

~ _ A HQRIlQNTAb QR st opING RAI. INTENDED EQR GRAspING By lHf: HNfQ f(8 mnoANq t.JI) srporrr ~ - MtNIWUM4' X 4' AA.£.A AT 1)£ TOP OR BOTION CYf A RAMP. CONSlRUCT AU. LANDINGSSUOI ntAT DTHER CROSS SLOP[ OR RUtHNC SLOPE IS AT 100:1 NOUINAL (NOT TO EXa:ED 5OH:1V).

tfiW\,i ~ 1£=1m&~~~~IN~~ ~w~~ ~ =~~~'*tl:E ~~~,CYf lRAVEl.EO WAY. lHE WEDlANEXa.uDES ~N LANES. 1HE MEDIAN'MOtH

PARN! n RAMP - A RAMP THAT EXTENDSIN tHE SAMEDIRECTIONAS THE FLOW OF' PEDESTRIANTRA'tn ALONG lI£ L£NG1H Of SIDEWALK.

eED£SIBIAH.- A PERSONON FOOT,IN A -*ll.DINR. ON SKAlES. (R ON A SKATmOARO.

Pm£$lRIAN ACCESSROUI[ - A CONTINUOUSAND UNOBSlRUCTEDWMJ<WAYYIIlHlH A II£DESlRtAN ctRCUI..ATJON PAlM THAT PftOW)ES ACCESStBLITY

TABLE; 720-901A

R_ USAGE

SYUBOL NOMINAL SLOPE MAXI'-4UM SLOPE

~ ROAD GRADE ROAD GRADE

(SnE SP[CIFlC GRADE) (SITE SPECIFIC GRADE)

Jl, CROSS SLOPE CROSS SlOPE 100:1 (1~) 50" (2%)" (et< fLATTER) (OR fLATTER)

~ RAMP 14:1 (7.1:%) RAMP 12: 1 (8.3%)

(OR fLATTER)

SEE NOTE 4

flARE II" (9.1,,) F'LARE 10: 1 (lOX)

<'-::\ (et< fLATTER) (ADDITIONAL RETROF'IT (ADDlnONAL RETROFIT

USE] USE]

PAAALliL RAMP

(RAtAP '" CROSS SLOPE)

0 LANDINC/SIDEWALK

(CROSS SLOPE &: ROAD GRADE)

l PERPENDICULAR RAMP

(RAMP &: ROAD GRADE)

I. RAMP S'nABOLS SHOWN IN TABLE 720 901A INDICATE THE NOMINAL SlOPE AND MAX....UIrotALLOWABL( SlOPE

FOR PEDESTRIAN RAMP COUPONENTS. DO NOT EXCEED

THE VALUES LISTED fOR UAXlIoIUM ALlOWABLE SLOPE UNLESS DIRECTED BY THE ENClNE(R.

2. S(E ISOMETRIC VIEW SHOWN ON EACH STANDARD RAMP

DETAIL F'OR LOCATIONS OF RAMP SYMBOlS.

3. OIREcnON ARROWS INDICATE VERTICAl ELEVATION CHANCE FROM A POINT CF HIGt ELEVAllON (TAlL) TO A POINT OF' LOW ELEVAnON (TIP).

4. FOR CURB RAMPS ONLY. SlOPE CAN BE EXCEEDED If CALCULATED CURB RANP LENCTH

IS > 15'.

pEQESlRIAN BYPASS PORTIONOF SIDEWAlK AYAI..NJl£. FOR NAVIGATIONAROtJtrI) A PERPENDIOJt..AR RAMP. ~T PEDESlNAN B'tPASS AT l£AST S' WI)[.

PEQES1RfAN ClRcut ADON PATH - A PREPAREDEXTERIOR OR INTERIORWAY OF PASSAGE PftOYI)fJ) FOR PEDESTRtAN 'JRA\¬ LL.

PfBPDIlIWlAB RAMP It. RAMP THAT EX1ENDS 90 DECREES FRau 1tE FLOWOF' PEDESlRIAN 1JtA\£L AlONG 1HE LENGTH OF SIDEWAlK.

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CONSIDERED A REFIJOC

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~ - THAT PORTlON or A STItEET BEl'IIEEN THE CUMI UNE. OR THE LAlDtAl LME OF A ROADWAY.AND TH£ AOJ4CENT PItOPERTY UHE OR ON EASEWENTS tY PRlVAlE PROP£R1Y THAT IS PAVED~~=r®~I~~,{T. ~JJxPE~m~&.t.cs:~w,.,uD~A~~U~S~ ~=~~~fffi~s(~Tsp~a~~~~ TOWARDSTHE ROADWAY.YIHEN CONNECTEDTO 1HE

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~ - THE CONlINUO)S PORnON or THE PEDESlRIAN ACCESS ROUl[ 11-IAT IS CONNEClED TO STMET CROSSINGS BY CURB RAMPS OR BLENDED TRANSITIONS.

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NAl10NAL DOCUMENTS

SCOOT DOCUMENTS

QPl 61

R£lAlm DRA.NCS .. I<£'IWOADS

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CHEO< WWW.SCOOT.CAG FOR

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3. HA\£ ALL MATERIALS NEEDED 10 CONPI.ETE INSTALLAl10N AVAII.ABI.E BEFORE PLAC1IIC CClNCIOETE.

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7. WCR( PANB.S DOWNWARDAS NECESSARY INTO 1HE LOCAlKJrI ~.

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12. a.£AN SURFACE Of LOOSE COHCRE1E AND DEBRIS. tf" PRESENT. REMOVE PROTEClNE COIoERItIG FROM DETECTABLE WARNtHG MATERIAl..

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RJ. TN' P£RIiIE1ER CF lLE .-JH A RUBBER WALLET TO l.OOSEN 1HE BOND Of DETECTABLE__ MATERIAL TO THE CONaIETE.

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lIS. IIEP .... ANY DAMAGED CONaIETE. IF NEEDED, RDIO\£ AREA LAAOE EHOUCH TO INSTALL A NEW REPLACEAIILE DElECTAILE ~c MAlERIAL.

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n. PlAtE NEW DETECTAa.E WMNNG INTO EXISl1NQ SPACE.

RI. INSEJItT Rt"JIl..ACElIOfT ANCHORS AND HAND OOHTEN. GENn.y APPLY PRESSURE 10 SEAT 11£ IN RECESS. F\JU.y lICHTEN IlOl.TS.

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4.. IIIflMZE n£ USE (F FIElD aJT PIECES. lH.ESS SPECIFED IN 1HE PlANS OR SPEaAL PllCMSIOH$, INSTAll. AlL FIElD CUT EDGES (N THE (NTtIIOI Of' 1l£ W_ PATlIRN. QJT __ SURFACETO MEET THE ~ GEOIIETRYOf' 1l£ IWIiP -.£ _ 1l£ QJTTIIG Of' DOMES.

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a. E'fENLY PRESS 1l£ ASSDIII.fD _He IIA_AI. JNTO THE COIICI!ElE UNl1L 1l£ TIlE IS FWSHED WITH 1l£ COHCAETE SUAFACE.

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10. Q.EAN 1HE EN11RE SURFACE (F DEBRtS.

11. -'Y IIfICHTS IF NECESSARY TO KEEP WAANlHG IN PlACE DURING CURING

PROCESS .

12. _0'1[ WIlGHTS (F USED) AHa PROltCllVE COVERINGWITHIN 1 WEEK.

REFERENCES

NAl10NAL DOCUMENTS

SCOOT [)(XlJ"ENTS llPl 61

RELAltO DRAWIHGS ... KEYWORI!S

THIS DRAWINGIS ONlY VAUO fOR

CONS11<UCT1ONWHEN SEAUI)

ANO SlGNEOBY A PRIFESSIONAI.

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FOUOW DETECTAIIl£ W_G MATERIAL MANUFACTURER'S INSTALlA110N IIIS1IIUC11ONS AND 1HES£ STANDARD DRAVI1NGS. WHERE CONfliCTS ElOST BETWEEN IHSTALlAllON I'1IOCOIURES, _"DE A CER"llFlCATiON LETTER FORM THE IlAlU"AClUREft STA1IIIO 1HE APPROPRIATE PROaDURE{S) AND .lJSTlACAllON THAT THE PROPOSED PROCEDURE IIU. twPRO\£ LONG TERa.t I'ERf'ORMANCE. NOTE TO ACE:

SleUT A copy Clf 1HE CERTlflCAllON l£TTER TO THE DESIGN STANDARDS OFfICE SO tHAT FU1URE ORA_NOS CAN .....wtZE CONFlICTS.

USE PA'vtltS ONlY tN lOCAl1ONS OUTSIDE OF ~ lRAF'F1c.

CONS1RUCT CONCRETE PAVER TEIoPLATE AS DIRECTED BY THE PAI.£R MANUFAClURE IHlE IlfETiNG !HE _IIUII GEOIoIElRY SHOWlt.

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INSTAlL THE PA'IERS .. A _UII '/2" lHICK BED OF TYPE S MORTAR OR NON SHRN< GR()tJT AS DtRECTED BY THE PA\£R UANlIFACTUR£R.

2.

3.

4.

5.

8.

7.

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~B" MAX. NOlES:

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CONCRETE MEDIAN CURB OR OUTSIDE THE EDGE OF TRA\!£L ON THE

ROADSIDE.

2. FOLLOWDElECTABLE WARNINGSURFACEMANUFACTURER'S INSTAllAllON INSTRUCTIONS AND THESE STANDARD DRAWINGS. 'NHERE

CONFUCTSEXIST BETWEENINSTALLATIONPROCEDURESPROVIDEA

CERllFlCAnON lETTER FROU THE hAANUFACTlJRER STATING ll-lE APPROPRIA1E PROCEDURE(S}AND JUSllFICAnON THAT THE PROPOSED PROCEDUREWLL IMPROVELONG TERM PERfORUANCE. NOTETO RCE:

SUBUIT A copy Of THE CERTIFlCATION LEmR TO THE OESiGN STANOAROS OffICE so THAT FUnJRE ORA'MNGS CAN MINIMIZE

CONFUCTS.

J. AUGN THE DETECTABLEWARNINGACCORD1NGTO STANDARD

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5. USE A SHOT BLASTER OR GRINDERTO REMOVEANY DIRT, CURING

AGENTS.TOPICAL COlOR, OIL. GREASEAND OTHERCONTAMINANTSAT LEAST r BEYONDEDGESOf WARNINGSURFACE. AFTERGRINDING SURFACE.REMO'v'[ OUST OR DEBRIS 'MTH A BROOtdOR BLOIER.

6. APPLY PRIMER(SPECIRED BY DElECTABLE WARNING MANUFAClURER) INSIDE THE MARKEDUNES TO COVERENTIREAREA

BETWEEN UNES.

7. PREPARETHE DETECTABLEWARNINGSURFACE. EXPOSEOR

APPLY BONDINGAGENT.

8. SET THE D£1ECTABlE WARNINGSURFACEIN UNE: WTH THE:

MARKEDOUlUNE.

9. APPLY PRESSURETO THE ENllRE SURFACE OF Tl-IE TILE TO

ACTIVATEBONDINGAGENT.

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REFERENCES

NAnONAL DOCUMENTS

SCOOTDOCUMENTS

QPL61

RELATEDORAWNGS&t KEYWORDS mls ORAMNG IS ONLY VAlID FOR CONSlRUCTlONWHEN SEAlED

AND SIGNEDBY A PROFESSIONAl

ENGINEERREGISTEREDIN THE

STATE OF soun- CAROUNA.

CHECKWWW.SCOOT.ORCFOR

LATEST UPDATE.

2 (23/Z0lb DAfE

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9/2016 DSO NOlES1(1...12, D£T 1,5

8/2012 DSO NEWDRAWING

DATE CHK DESCRIPTION

500111 CNQ.INA DEPARlI.IENT(J'TRAtISPalTATION

DESIGNSTANDARDSomct 955 PARK SlREET

ROOM 405

COLUMBIA.SC 29201

STANDARD DRAWING

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SEE NOTE 4

720-912-01

12. NOTE TO CONTRACTOR AND INSPECTOR:

SHOT BLASTER

OR GRINDER

(5[[ NOTE 5)

USE ONLY ASPHALT APPLIED SYSTEMS LISTED

ON QUALIFIED PRODUCT LIST 61.

DO NOT INSTALL OR PAY FOR ANY OTHER

SYSTEM WHEN INSTALLED ON ASPHALT.

CONTRACTORS WISHING TO USE OTHER

MANUFACTURERS MAY FORM OUT AND POUR

A CONCRETE PAD AND INSTALL WET-INSET

STYLE DETECTABLE WARNINGS. 10. INSTAll ONE JrX2*- CONCRETESCREWANCHORPER SQUARE FOOTOF DETECTABlE WARNINGMINIMUM(4) ANCHORSPER PIECE.

11. APPLY MANUfACTURER'S SPEaFlED SEALANTAROUNDniE PERIMETEROf TIfE TILE AND AROUND ALL JOINTS AND RElO CUT

EDGES.

OUTliNED AREA

FOR DETECTABLE

WARNINGON ASPHALT

DETAIL 2

ASPHALT SURfACE PREPARAnON

BONDINGAGENT

SEE NOTE 7 (PRESSURE

SENSITIVEADHESIVE DETECTABLE

WARNING

REQUIREDPRIMER

BY MANUFACTURER

(SEE NOTE 6) STEEL FASTENER

LOCATION

DETAIL DETAIL DETAIL4

PRIMER

APPUCAnON

DETECTABLE

WARNINGSURFACE

APPUCAnON

CONCRETESCREW

ANCHORS

EmC1l\[ I..£T1'WG DATE SEP2016

NA nONAL DOCUMENTS

SCOOT DOCUMENTS

QPL 61

RELATED DRA'MNGS&: KEYWORDS

THIS DRAWING IS ONLY VAUO FOR

CONSTRUCllON 'M-lEN SEALED

AND SIGNED BY A PROFESSIONAL

ENGINEERREGISTEREDIN THE

STATE OF SOUlH CAROUNA.

CHECK WWW.SCDOT.ORGFOR

LATEST UPDATE.

6 --- - 5 _--.. _-- 3 _- --- 2 --- --- ---t 9/2016 OSO NOTE 10,11. DET 1,2

0 8/2012 OSO NEW DRAWING, DAlE CHK DESCRIPTION

50UTH CARruNA OEPARTt.I[NT(F TRANSP~TA1Ja.j

DESIGNSTANDARDSOFFICE

955 PARK STREET

ROOM 405

COLUM81A, SC 29201

STANDARD DRAWING

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SURFACE DRY BONDED

W/ADHESIVE AND

CONCRETE SCREW

ANCHORS

RETROFIT ONLY

720-919-01

DIRECTIONOF

PEDESTRIAN

TRAVEL

1/8" MAX--r .0000.0000.0000.0000.000 •• 000000a

000000000000000000000000000000000…