APPEINDIX "C"

STANDARD CONST,RUCTION REQUIREMENTS ANO DETAILS FOR STREETS. SIDEWALKS , DRIVEWAYS. EROSION CONTROL, AND STORM DRAllNAGE SYSTEMS

C-1

D Z. J'. Ml N S\.O'C

2.2.' PAVE Ml t-i-r ~AC.IC. C.vRe "TO 8Ack c,!JR.B

L. ,, TYPICAL SECTION - COURT5 · DEADl::ND

0'6 - ·o· 12. . " .. 11.' & • L 4• o" 1,, 4•0• L ~· 6"l I( " 4

'/.,'It ~ta&. ~LO~"• 'rr= ,,_ ~"'· 1/.~/Foor Y1t •/ ro o.'1

,~,..lt.1 ~C.Cf't

. 2.S L PA'IE Mr. NT ! ~AC.k.. c. vRa TO ~Ck. c. VRB

i ,

5"0' RICJUT OF W)..Y J -rYP\CAL 5E<:.TION - CUL- DE· SACS - OEADENO

·fC L4'o·J.4'0\ 12'" ~ f 12.'b" zr.,...1~'(~1~'11N. 1 ., \

lf:!!!:!p= r"/t!!!· _'14/Foor t 'A/rooT

( S1o"wA1..1< l.S' PAV'aM!.HT

Li f).AC'li.. C..Ui::t 6 TO BA'k (,VA.& ,, 7' L

1 So' RICiHT OJ:" WAY

TYPIC.hL- SEC.Tl ON - LOCAL STREETS NOTE: SLOPES OUTSIDE OF STREE:T PAVEMENT ARE MINIMUM

STANDARD EXCEPT FO~ AREAS IN1R.At1JSITION FROM UPWARD TO DOWNWARD SLOPES ALONQ 5AME 5JOE OF eTREcTS.

C-2

14' <t.. I

2.8' PAVE ME l"fT

B.Ac:K CV~ To t)ACI< CURB

---~-5_o'Rl6HT O!_ WA.Y ~

T'(PICAL 5E'CTION - .SU8C.OLL-£C-TOR -'TllE.£TS

15. '.5'

30 I PAVEMI:.~T ~AO< cv~e TO 6 ACJ<. CURS

'1

,-YPI CAL SECTI OH -.; C01LL,ECTO R S TflE:ET5 NOT£: SLOPl! OUTSIDCOF sriuo PA.VE.MEMS ~! M1Nl...-1 UM S TAN~ f)(Cf.P T FOR. AP.£1\S '~ T~Sl'f•OH fRDM urw~ TD f)O.\'ff~ .SlJ)Pl(S ~ S•&l& OF ~TRl.ET'S

1'YPICAL SHOULDER.. AND DITC.lt DtTAtl-OPr10..i ro curt& A.ND Gl>HER. - Al.L STitEE 15 F=~O~l '{A~O OE.PTlf - 50' Mll'4 . LOT w1ot'4 - 100· ,...,,,.., ,

C- 3

t'

Res1DENT•AL- DRJVEWAY APRoN DETAILS

$1C>lWA~ ALO>J6 STJlflU.s lilUllA.I\ T(D PCR sa:.1 •0N 7 l f" .

!!itO&WALK W•fHIN OfllJVJ;WAY jlttA:)Vrt:t.Co '"' AU. t.ul..S '

• ~XPANSle ... ---~ flk.ovH::i~ TOOL.~'O ~C>GE .( S ~HOwN . JOlflJT

Ct.

OR AS REGULATED PER SECTION 1 .4

I •

'Yw

,.," ..... 11·""6-I 'l.~I'(-;;,,.,... ~·/rr.l Tl ,.,.,._SID" I I -

R/..._, <t: ;,, •/_ I I I I l/n ,., .. _ 'l.jle, ,...,.

ti'n ""'& 41- '/.'-•;e.. --- t.• · -1 v ....... T ,.~·~ ..... r ,_ . -l ... ,.4.1/S M5 NT ?.SID~ w ... uc.

A PR.ON ~RADE. w'""ERE LOTS ORAtN AW/JH f'Rol"f1 ~1RE£1' MOTE.: ~I'(~ OUTSJl>C Of: S'T#le§T 1¥\VQ"llNT.9 AAE.J-1114 I MUM...U.A"'lPNW. V<ClPT . ,..01~ "A~ JN _TMNSITIOM '11.lJM !Jt'.W.l\\ll TODan'NWl1RD..:3I:.OttS .ON.~£.:l1D~LlJIULT3~ .

C- 4

·-~ =

- ... --

-....:.. -

-----

- .~]§ ... ~y~~ ~-... _-­. --

_., --- -====-~-

.. - -·- ~-,.. -- "' , - .1--

. -·-

~.-_

-- ----.!'.--:..:--

,, __ - --

.-: ;:\'\ j···

~ l>OU::. ;'-(

-~.ppTOL f:l. ~ oi~~

7390 Cat.ch Bmin Curb Inlet !lW'\ ~at\

c•• poun~ .. ;oa. WCJ..'l~

..... ~ .;6{ k.. -· of cr.>cnl::f

7391 catch Bmi1l euw 1n1et --

H :s..-. :,.%,':'

• : :t(ll;tl ::s ~ A.~ro1. -_:(1 ki -.. ~ OC'CU%1{

Mi.;."tpt~ :U::. mir

~· ~~.: !1.!l':Jt"J:- .)(!!.. "­:>: O~E

c-s

(") I

(]\

t /~"I

TYPICAL SECTION- SIDE DITCH ORA ___ _.;..,-----_..;;..;;;;;...;.....;....;.._;:~~~ AV

£1 ,o..,.,,,..,

o,,. Noll" "'6-Y 25' ~~~~--~~~~~~~~~~~__,

15'

z· :1 Drtr-•w•y J!J,-.,J. P•~I

/6-~'1 IU •z •. -__, vr/ '''

IP•l•1 •/ I -I '

_,. I r I ~· Tt1 rA!1i• wilu l W I I

e;,,,,~. W"'~ ,e.,.,,, w;11; o,. Wll1tw1 s.-.,._,,.

'",Di,o• V,,o'.,. /)r/r• IP 'Mi'n . DI..

50 FOOT RIGHT OF WAYS

On• N•ll" Al'/w 30'

2J' 2()'

1 u111i1y ,P•l•-1 r

1t•r.,,, ~/l/,c

C""t. W,.p/_. £:_Po,.nol '"' 1 I?~'/ 1'.t

::O~ ~c,.Dr/,,c 11· Mm. Dt't1 .

60 FOOT RIGHT OF WAYS

couµ,.T ALI E:.R~\E:. 1'·1'<t'E.

LOCP...L-

TUF-~~ AFOUl--JD DE.TAI~? FOR. DE:AOe.>J D -? IRE. eT~

C-7

r~...i ~ou~o AAOU)':J 'TO VM '( ~F~UDUJ6 00 ljt~t.1' ·n.lltu J.P00tJ 0 C"E:'T A.ILh ~L.l '-'e:.PJ:uJ

eMC~T U~lT&,

~-~Vf.t> ~D ~UP.F~e I~ ~OC..~K.e Wll~ .t-.P~U0t1- ;.... DA. ~ U\JL..t..~ OT~~ ~e.D "°( 1\.le.. ft DVJL.lllli{',. C,i _.J..M~ll.,Ll~ DUl.'1

- piulHD'llLfD f\f..f'R~1A.11vE. .

DE.TA, 1L Of lEMPORA.R't' TURklA.ROUtJD FOi' FDTURE: ~1REE-T E.)(.T~~lOJl

C-8

. ' .. t,J

(

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.. • ii!

,/

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I

,,y.

I I

!/ lt-JTeGRAL C.URe> / GOfJGRE:-TE. C.URe> COOCRE::re. PAVeMEJJT ( A~PJ-\~LT PAVE:MEJJT

(

~ }·4· O ~ow~L..S 1a· LONC:l l·.( ¢ l)Cwt L~ 18 ... I.ON~ 111 0 C.

':'"'.'PE. t ~ 'TY1't: 3 re CD1NCJ Ci~ w ~rt rg"' 0 c TtPElf;i<,DAASro~ JOINT w r :,. CAP

;. I

-

! i< P.A.N S10l'\I o~ C.0,-~T~L'C I C•N :t INfS

+ ~ ; . . . .. L .__· - ---·-· .....

~

INTEGRAL.. CURB COl'-JGf\E.Te CURe> CONCRE.TC. PAVEMENT A~PAAL.T PAVE:MCNT

Note: Transverse expansion, contraction , and construction joints shall conform to these regulations

C-9

si • '}L ~·

OA?t.J ce.Jrea.. (--'lL DI!. ~C.

C-10

JOINT DETAILS

TYPE 1-Expansion Joint

Fill WIT'4 JOINT U-.LE~ !)(~ 1 .7.l

,.,. •• $MOQTH ()OWn. te• LONG ~ 1a· oc.

TYPE 3-Transver~e Construction Joint

(ptan"4td-colncldie witl'I con•raction joint)

T

t

!l~L ~ITlll JO t;T HALER Iii~ 1 .7.Z

'tt" R[8A~ 18"l()h G 5.0· 0 C. MHO l~f!Utl

'Nt•H M£TAL C4A1ltS , ( OE FOf:l~E.0

TYPE 5-Longitudinal ~} Sawed Joint

TYPE 2-Transverse Contraction Joint (Hwtd ot groo\'td jolftt)

£t>GUI JOIH.T ---. r . • J..

Ovn JOtnT f011,.,,0 l.'t' ".l.,_. IUUUHAO ~· LOt.lu 18'0 t;..

I OVORMlD MllS \ TYPE 4-Transverse

Construction Joint {emetgency-

not coinelOt with con•racuon ~lnl)

T . "/ .. .l

r F l'-L W ITM JQI N t I SEALtA PE ~ 2 .1. 2

( lf'4' COUPLER

~·,· THREAD~ REW wmc CWPL.l.R. s·-o·c c.

TYPE 6 L .• d' 1 l 0£~0Qt4[0 6.t-~) - ong1 u ma Construction Joint (11Y••ded rebar)

'It' ;i E.e.Ar::t '.'{ .il•G s-o· c~ Oil J\HD 9-

1Nlt> OWE. StDE ON ~AHGU IDC'ClQJll( f.l ~·-~l

TYPE 7-Longitudinal construction Joint AIL (drlhd) ·:·· ~·~ II.;.~ 10 ·I

C-11

MANHOLE DETAIL IN CONCRETE PAVEMENT

9/-t" ~ Smooth b 1811 /°"J

20" O.C. Ground

One C.O!"f'\tr s motdi tr"Qnsv

Or', ct j?nti

l Troos.f~St CY lct9 ulfrio!)

C-12

i => l: ... =i:'

I ~ • C) , . . ......

TYPICAL VJATf..R. MA.H.1 MJD Fl RE:: t-\""(O~~~l"T

1'-?SEMe,LY LOCATlOtJ fOR A.LL ~:iTRt::.f.T5

E ::. ~ i t: b .... -

,,,.

/"";'\ • AJ.ae.~1~ ~f. • ""'°""" r·AKt tJ<· f · at.11 \!I o~ ~rfl.0-veo E.Qu~

©- 1-l"{DRti.llT AO~PlCA.· WILL ~ ~C'Lll? )( '::M/l"!.l. C..l.OW rA" 1 ~ F · l!Jt~ 0A. fJ.N'PC..IS.O ~

C- 13

"1f~f;f oow.e. MA" M U-,&.nWt1E:U QQiC..1iQ

~" f"I! &Lt4>11JUC. liiiE==~I

,..1 "f --...:...t"---_... st.At!> TOP ~NHOLf:

r·· .,

C-14

"'~lT COME W.'f M \l'tiCO V.'Jifl".f O· ~t"1'f0

~v 1111. e•'"""'e"-.

tttv:"-T Stt""""°i' CJ.I "~"IL! (Jll K"'-'f.C..

~~c,..,_ .... ~R.)l.CL.. .....-CT'I 0~ 4 ' (}_' __

SECTION

•oJ\l"">T 1111""""". T"O O>lll.AO£... W•T~ c,ot.J c_-. e., T Iii. .-.ic;.t<,. loo'IA~ 0 i..JA. V D1r_

~ =-.iT c,ot.J t;... ll.•loJ ~ ~

~ .. " ~ • ..

C-15

~"tA.Cti:. OIAMEi!".. ~ .lS N'..U •f.wfst "'Dt'.. b. ID ·. It • "~"' L..,t..9.6 !. ._ l'JLi~ .\.6,'N!A~ U._,I!. 1t..1 ~TALK

-- (..U., i - ,~ . P\.>.l. e. GO t:..IUILT o.- Ptl£U.(r &o'T"a""'

.,'I

-4-1~~~---1"::.1 ~ ;~ Q~

'!f ~Sf

~~

• • ~

C- 16

C-17

C-18

• • •

-_.:.,.-'..,,

C-19

• • •

'

4 I

C- 20

•

• • •

·'"! ... I n~

I ·-· I\ r

..

~,

)I! I I I

~ I

~ I ~

C-21

(/j Q

) I ~ I ,.., N v

)I

N N

•• :0 •• •

Dl~I ~] ~1 ~ '

r' 1 .... ~ ·:' 2 . "' .. .,,

A· -a

C-22

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I

g • " v

l:t - ' - 8

- :

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• .. E

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C- 23

n I

N .p-

~AClll'I• ru•t

1tAJ1.C

ENSION S ANO QUANTITIES ~

jOtUoltllH ----r~-j;;.;..;;:.;:;;,;.;.;:;;."r-..:;:,:..:j!.=..:.::...;~.:.::.r-~-.-~--1 ~ t

. -· .( - · l -::~ --' --··--·' .. _.:. :.1 .... -.. · ·-··" ;;.i _ ... ; .. ..,_. S.Tuiot. J ~., • > =:w .

H ...

•aal(I Cl.I.

S [CT•ON X.X

CONCRETE ELL HEADWALL r-- --r - - --1 r-8-~-+trJ) - ·1

,..,

01 ! I

-Tl iv

~~~ .------J

E\..£V.tTION

"""'~ Irr flo.t ...

HEADWALL 1

NOlES C.rt iAor Pl)e 1rieWt• \hqfllty •••pllC• )flCnf•

!I'll•"''"" orC11Sar , .. l'lforc*"'•11•

Volu"'' do1ptoc•d ir.-111.,..rel ol pipa has lb••" <Ofl'Ouled 1.JS '"' il'l•1d e cli~n~ 10'1 o1 P.F• CD Tiie dll'l'l en1IO'\ af'd/ot th• a..,91, ef l11lw• 1ec ton tHh•• 1 •th• wa •tr. mo y b• •on 1 d on c orutn.t c t1or1

~ "l/olu•~ boH d 0"' , alue' of tB"far •orth. 12• for roclot

sirai.,r• rec~ He.w.• IOI' 4'• oO<f\ ~ 91'<) Ul'IL ¥ LC"-' 8! 111tlS We ~of(IN[)«~

~~yGwf~Of ~Slltil'f ti 1,;q..,•94

KKHl'Ut:•Y r.~- ---"""a.iw er "'°""""'" ON(~ETE HEA.DwAll.LS

,,(~1· ~- "" CAJL'llUtTS ·~ .. _._ ·- - - ..__ IX!!.""'*

iu._.

n I

N Vl

• • • .. .. • • u . 0

• .. .. . • •

Saloly Guard~ Ranhny l8'~u11Eod fix 111leli. and outlets haY1ng verti<.:al drop •&°-0' Of greater M1111n.1m 4r hKJh 4 • max11n.1m c-pemng solid m:irenal ocdackier typo

111• ...

____ } ~ I '

~ •• I •• Cl•••• •. • UI

lOP VIE'W

+ + 1 -t -1-1 ~ .,_-I _,_ ~ ~ ., •• u ......... .

, •• o.c .• ••••• • , ••••••

I • i .. ..... u .. ou ...... . o ..

D

• ---r~ ... . ..... ··~· .... .... . A : f •

a: 1'1111• t.D. • t4°

O: f'Oe l , D. • t• • • • • .. -.. • .. •

..

HEADWALL DETAIL·ro

0 1 t• er t a lt1111e l.D . wal•••••r la 11ee1e1

I e• er I.I e ll11te l.D . ••••••••• h ••••t er I e•

•: .. Mt fll• 11. e •

2

I.e. • II'

se• 'l.D.

Concnte headwall~ wflh sldewallli tu 2·t 111dl pipo and Mmtlor usod as 1111a1s roqt1110 9ndowro gratos. por Appoodl:.c o cl tttosci regulations Capadly cj "'"':-.hall be twu

Pl (::.>} t1m>s ppo d1schaigo d1.amotor al samo P e max1m1m headwater dcipCtt

(') I

N (1'\

ENCLOSURE GRATE FOR INLET HEADWALL 24" DIAMETER PIPE OR LESS

~Btc "J b1~ pallled ~ ~p4..-oicallot1s on fdo UStOlJ H B Fulk.If P<111der Coabng IF5301 or ~LIWIP.tll

4 ea - 112· x 2-114" Flat Cdd Rded Stade. #C1010 pooct-.ed w1a1 tiae:s 1/.t" larger lhitn aoss merIDP.r dlamew

E

All camecbons behveen auss members and 112" x 2-114" Flat SIP.~! to boP. Welded Joots.

All (.'flds tu be gra.111d lo on:sure there are no sharp r.aners a- eclgP.S

RCUld Steel Bar C1018 oonhnuoos 314· daneter b HeadNalls wtlh F of 5' -3" less Cl" 1· <iameter C1010 fix I ffladwal:s with E groa1er a1a0 s· -3·

Fas 4 11:r x 'J-1/·t· x J" and10r tabs lo be wnlded m1o pl8oo Grale lo be moun1'Jd lo UoQ<tt/lll 'Mlh 4 518" x 5· Ol:flo:stm prouf bulls

6" Mmarmn1 spRCJng beh~•m L aot:S nH:trb•~r~

n I

"'> -....!

'"TflN(OL&.f[ Sl.O T Oft SLOTS z"xfiu•

\ 1'0P SLOT l"•4"x••-

'-~~I ----~~~:· -~

·PLAN·

·ELEVATION·

[-

PLAN V£.W OF STRUCTLRE LOCATI~ CotOITIOC

lfO. I - O" SC£W

·NOTES· T,,. WI ... lllOll IN

,., S 11114 ' flit• W.r-0u11er'

•Sin •f '"''

CX'.1ICI TION NO 2 I" to !09 tlrEW

Tiit ,..,.,_ 1~-1 ·~ ,.-,forcftQ t'WI .,... llol .... 40. 1141111 ""'*< ...... ,.,lft4'MI

.}' Ont ~I c w ••t !>. , ..... ltr todt li:5 ..... _

S. <;:wt ... tdlt*' er flD9-llCl6 .

Cap.1atv ntot shall l>o 211fllOS p1po <11r.dl4lrg<l <ltllft101(lt m ~amo m:111mu111 ho:¥1w:itor doplh

OOICIUOfl NO ) GllCAT!11 ~ MAii W

,.. • l

Sll[W '\'>

'}"';. .pr""' .,, """ \ ..... ~ ..

.... , ... Titlil[""'

VIEW

OETAI. SHOWING LOCA~ ~ SLOTS fOA GRATES

.li.l'-1~ AAC hr 3 c;..tN

-A A,.l.C..0 11'.l< • 7re -- 7r_~!:L

I ~ IC.INT UC:t: v

DU'AltlMIHJ Of HIGR'AVS

Sl.Off:D AfoCJ Fl.AF£D IW'lY IN.LT - n11TL£T 8'"''. 24• • ~ - 36'"

ALL SKEWS ).l"°'IU\•U 1• \ 'U ru.; ,_.ll08•~0 ..... ~~~..... ·•'.:.: _ _ .'.2...... . _......._

I -~·I-··- ..

e

C-28

... ~ . ..... ....

CS>ECl"ION A-A

'YO "' u•I 0 lflr .. l-.r ........ ·~•o .. 1• C.&'-\.10 l'O• 0 .. "'- ..... ~ AliO NO Dl IAI'- I~ IPll0.,1010.

' I

~JP RAP APRON ~ND CUTO'f:r WALL

C-29

SILT CHE.CK

A

PLAN

SECTION A-A

C- 30

S\LT TRAP T'<PE A

A A

OlTCH ...... ~-----

PLAN

___ +, ------ -

SECTION A-A

llOTCi SILT Tl't\f' TO DC Cl.£AN!:O h'1!£N IT IS APPROXIM:.'\TEl.Y ~O\ f"Il.L£0 WJTll SCDI!'<C~iT. Slt.T TRAPS TO BE PUC£0 IN SURFACE =>RAIN DITCHES rum SIDE OlTCMtS JUST 8EFOU T'HE WATI:R IRVNOrr) LEAVES THE RIGHT OP WAY, CNTCRS ~WATER COU~SE, ANO AT THt E~ID OF CUT SECTIONS. ANI> lM..~tDIAT"ELY PREC&OIN':> DITCH 1:1Lt1"S, LOCATIOU Of TRAP A~O sue fOTlll:R THAN AS SHOWll) TO DE AS OIRI:CT.£0 BY THE £NGIN££R WHO SHALL REVISE SIDE IF ANO AS MAY BE RE:ourru:o. t>Ht£NSIONS ARE: APPA.OXIMAT.E.

C-31

SlLT TRAP TYPE B

PLAN

PERMANENT CROSS DRAIN PIPE UHO!.R ROAO~~y

TOP OF DIKE TOP Of' SA-01 ..

15·~~DI ~--..-.s;;.c:..;.;;;.;:..::.;;ii;;i..___.. ........ ~---~~--....._.,-~~~--

1 T r-lfit' t--1 ~ ltVtl

RIW1~!:~~~T LIN! SE.CT\ON A-A

No·r·~· f\L•· UIMl:N:;10,,.s Of' UJ\!'JN l\NO DIX£ WILt.. !~O'r ru:r.i•JTAI'. CONSTRUC-TION 'l'V -HY.AT l.1Nr:S. 1·11r: f'L/\lN VIEW ABOV& lNUlCATES THE SILT Dl\SIN IS ROUNO. UOnEVER. IT IS OR.l\WlN IN THrs MhNNER FOR JLt.USTMTlON PURl'OS£S mu.'/. TH£ BASIN MAY BE CONSTRUCTED AS LONG AS Tiit:: AnEA A.NO 0£PTH OF' TJIE BASIN IS AT LEAST AS Ll\RC£ AS IHOIC~TED. DIKES MAY BE CONSTRUCTED or EARTH OR BROKEN ROCK. EARTH DIXE ~UST BE CONSTRUCTED WITH A PIPE AS SHOWN, HOWEVER, BROKEN ROCK DIKES MAY NOT NEED A PIPE.

.SOA 508

OI

lS-24 ..

DB

l".i I

2 0 I

00

C-32

TYPICAL DETAILS SEDIMENTATION

FOR BASIN

ELEVATION

SECTION A-A

____ ., __ ... nu, ~ CO•CM Tl TO 'I.OW UNI 01' 19• "'I

t I • VJ- "IJt'IMATIONS [OIJAL &.l' C(O "°"IJOffT&ll. Y

Mn· •r '°"•''°"s INC£0 VUITtU.1..1..T .. Cl.NTU TO ctNTtlt

DETAIL SHOW1NG LOCATION OF PERFORATIO S lN z4• PIPE

C-33

81nd tn,g Wirt or Twine

Ff 1 tered Runoff -

C- 34

Staked •nd Entrenched Str1w B•lt

Co pacted S~f f to Prevent Ptpf n9

Sedf tnt Laden Runoff

-------

------J

atl;J -------

J.,.t1/U

C- 35

CJ I w (j\

Back of walk concentric to back of curb

Expansion jont

Plan - Sjdewalk Ramp at

Intersection

Ramp meets back of curb

Gutter llne

1.

2.

3. 4. 5.

6.

7.

NOTES: Sidewalk ramps shall be constructed of minimum 4000 psi air-entrained concrete. A broom finish or equal non-skid finish Is required. Normal gutter llne shall be maintained through the area of the ramp for dranage. Minimum thickness for ramps. shall be 4-inches. same as sidewalks. No free dranlng granldar flU permitted under ramps. Handicap ramps shall meet the requirements of Americans with Disabilities Act of 1990. Installation along state highways shall be constructed per state highway standards. Wider walks requred for other land uses. (see section 7.3 F)

cross-slope 1 /4 • per foot 14"

4'-0"

ramp slope 1:12 ( 1 "per foot maximum)

4'-0"

(walk cross-slope 1/2" per foot maximum)

No bump permitted _ - " - - r . '· - · ·. - .:,;,J Low point 14" from :::> Seal construction joint

Do not use expansion material

oock of curb

see plan view for placement Section AA 1' O" 6' O" 1' O"

I I I I Top of curb

-· ·· ·:\~ r-,:~f ::,)_: .. f ,;·: :_::;~:::;;/l_~ .... :·~~=- .,x.:::.~:~~; .. ::~r~/::i

Paved gutter/ \ 1'-0" Curb taper No bump permitted Concrete pavement

Section BB detc:ul .:it entrnnce mmp

Typical Installation for Sidewalk Ramps