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Home My WebLink AboutOrdinance - 2006-O0038 - Amending Chapter 24: Design, Layout/Plans Of Sidewalks, Curbs, Driveways, Ramps - 03/23/2006II First Reading j March 23. 2006 Itea lilo. 6.9 Second Reading April 13, 2006 ltea Bo. 5.3 II ORDINANCE NO. 2006~038 AN ORDINANCE AMENDING CHAPTER 24 OF THE CODE OF ORDINANCES OF THE CITY OF LUBBOCK, TEXAS, WITH REGARD TO DESIGN, LAYOUT AND PLANS OF SIDEWALKS, CURBS, DRNEWAYS, CURB RAMPS, STREET CURBS AND GUTTERS PROVIDING A MISDEMEANOR PENALTY; PROVIDING A SAVINGS CLAUSE; AND PROVIDING FOR PUBLICATION. WHEREAS, the City Council of the City of Lubbock deems it to be in the best interest of the health, safety and welfare of the citizens of the City of Lubbock to make the changes hereinafter stated with regard to design standards for sidewalks, curbs, driveways, curb ramps, street curbs and gutters; BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: SECTION 1. THAT Section 24-86 of the Code of Ordinances, City of Lubbock, Texas, is hereby amended to read as follows: Sec. 24-86. Design; layout; plans. The design, layout and plans for construction, reconstruction, alteration or replacement of all sidewalks, curbs, driveways (either private or commercial), curb ramps, street curbs, and gutters shall confirm to and be constructed according to the design, layout, plans and details shown and provided by the "Standard Details for Construction of Sidewalks, Driveways, Curbs, and Gutters," dated March 8, 2006, and including Plates No. 24-86 (A); 24-86 (B); 24-86 (C); 24-86 (D); 24-86 (E); 24-86 (F); 24-86 (G); 24-86 (H); 24-86 (I); 24-86 (J); 24-86 (K), which plates are hereby adopted. Copies of said plates are attached hereto and incorporated herein by reference as though set out completely in detail herein. References in this article to the City's standard plans and specifications or to specific Plates shall mean the version dated March 8, 2006. Copies of said plates shall be kept in the offices of the Building Official and the City Engineer. SECTION 2. THAT violation of any provision of this Ordinance shall be deemed a Class C Misdemeanor punishable as provided by Section 1-4 of the Code of Ordinances of the City of Lubbock, Texas. SECTION 3. THAT should any paragraph, section, sentence, phrase, clause or word of this Ordinance be declared unconstitutional or invalid for any reason, the remainder of this Ordinance shall not be affected thereby. SECTION 4. THAT the City Secretary is hereby authorized and directed to cause publication of the descriptive caption of this Ordinance as an alternative method of publication as provided by law. AND IT IS SO ORDERED. ATTEST: I Fi~ity-~ APPROVED AS TO FORM: mVccdocs/Sidewalk Ordinance Amend 02.24.06 \ DRIVEWAY STANDARDS PLAT£ NO. 24-86<A> Revised 3-08-06 MW Ordinance No. 2006-oOOJS L:=r-+-IR--T Property IR R I l w l_ ~ I I Property Line Island. 50 sq.ft. min. area if used. Dimension IR \: __ rn -- IR I f w _L vi sib i 1 i ty Tr l ongle ~::'"':.:~~---.,! I,' N -~ , I , I I I I ~~~~~====='~25~'======~ 1--------c ---------1 Reference Residential Commercial Industrial r:~~~:!!~!!l~~~~~iiiiiiiiiii~~~~ ~~~~~~~~~1~~~~~~~~=~ ~~~~~~~~!~~~~~~~~~ ~~~~~~~~~!![~~~~~~~~~~ ~~~~~~=~~~~~~~~~~~~~~~~~- jdifliOlJatJ3~Ql!!$ _____________ ---------~------------------~:-~--------________ )_~:-~--------___________ ?_Q~~-------· ~~~~~=~~~~~~~~=~~~=== :::::::::~:::::::::: :::::::i~;::::::::: =======~~=~=::::::::: =========~~~~====::::::: I 50' min. l (50' min. l -----se-fwE;en--or:iv~wCiys _____ --------:s------------------3;-------------------3-r---------------------;();---------· ~i~-iffijm--An~iE; ______________________ [) __________ -----4-s-<ia~:-----------4~-d-eg:---------------3-o-<ieg-:------· *May be "0" feet if shared drive is proposed. R i s { i A c R=25 I ~ _J ~ <I 1-15= a: w w 0 ~ -OV'I a: ~ w z . -"" _J 8 I .. ; .•. ;I :;~/~~'1 I' I I I I .. . I, ... ~. 'J .·~·· ·.t~:·:~ ... 'J; •.•. I' I ... : ~ ·~ .. I= l::t I • I I In·'.~·~ ~n·~:;·~~··~· I ..... I ' '· : /1 // /~ "' // "~ '), / v '. // '>"' '), // (., 4' PROPERTY LINE SIDEWALK ,. ,/ /' / ,' ,/ <v // <:;,'v / "'-~ / ()~ / "y-,/ ..... ~ 1 0 I ., , .., "' · .. · .. ·.· ~·. · ... ;.:·.: ~ .... .... ""· ... // ~ ,' / \ . // "'~ / / ~' / ... --/, <' / 'v ,' ,. ,/ ~> / '?" //..::.." _,, / (-. ,/ ~) / /,/" DIFFERENCE BETWEEN 15' CUT OFF vs 15' RADIUS 8'ANO 10' PARKWAY W/4' PROPERTY LINE SIDEWALK . .. ; .~· ~ ·•· ..... .,· ~·. · .. · ... :. : ~ ... · .... • T · ... ... .; ··: ;. ·•· ...... . . .· ... .. .. , ........ .. · .. : ~ · .. . . .. 3'MIN. .; .:.· ~ ......... ..... ·. ·, ... : .. .. · .. · .... .. ... ALLEY RETURN <TYPICAL> -----... s: .. ... ,.,. .. .,..---·:.;:.!.•: iC---1 · ..... ::: c ...... . . .. • .. !t· .• .. : !.... . ..... ·\_ . , . . . . . . . ::-. ·.·1or:~: ·.·~ t.... -----.. . ,.. . . .. . · .,.~".' 13' Ml N. .•:.:·~ ~· • DRIVEWAY APPROACH {TYPICAL) ~ ~·.·: ~·. .. -... 4' SIDEWALK ALONG PROPERTY LINE PLATE NO. 24-86<8> Revised 3-08-06 MW . ,. ~ ~ . ·r(:.:.; .... B IHO SCALE I FOUR FOOT SIDEWALK CONSTRUCTION DETAILS NOTE: Maintain constani gutter flowline. NOTE: All expansion joints to De ),., thick. SECTION A-A A . .. ~ ~.": .... . ·.':~.~ . ! .•.• .... FIR£ HYOA,tllf, POWER POL£• ETC. ~ST HA'It £XP4HSIOH JOI NT BLOCK-OUT WWEN ENClOSED IN CONCRETE. NOTE: See other plates for curb romp detoi Is. Expansion '"'"·1!.,.,. ......... • •• • 4 ,, Contraction mork i nos ''z way 1 ~ throuQh slab at 4' intervals~ 1 P'" I I 1----~4-=.-m-·in. thicknees j of sidewalk • -~, IRESIOENTIAL l Curb reiTOve<J. 18USJNESSI Curb ana QUtte~ e~letely r..,_ed ana construct C01'1!8rc i a 1 Dr i vewoy Cutt.,-. Reinfor-eeo outter section to l>e pou.-ed aeporote from O..ivewoy. SECTIONS 8-B ~---- Variable ---------------·~1··-----+-4' 6x6 10/10 wire mesh centered in slob. NOTE: See atner Plates for curb romp details. 4• min. thickness. 3' Min. ~ ct2'1. ----'1~ Max. Slope ck PLATE NO. 24-861C> Revised 3-08-06 MW 4' Min. Minimum finished tnlckneaa a 4·. _I 5• -6• .. in. =1 No~ 3 rebor min •• ploeed in c·• n ter of a 1 ob ond s-p.aced 18 • on-c.enter both woya. SECTION VIEW SIDEWALK SLOPE REQUIREMENTS LONGITUDINAL --1:20 MAX. TRANSVERSE --1:50 MAX. PROPERTY L I Nt._"-T"""---.---........ --====.---.,r VARIES l 10' TYPICAL! NOTE: Concrete paver units snail meet 011 requirements of ASTN c-,36• C-33 ond snail De lola In o two Dy two unlt bosket weave pattern. untesG Ghown otherwiee In the plona~ Concrete oover unlts &hofl nave truncated ~omea on tno tap surface for detectable warning to peoeatrlane. Truncated Gomes muat comply wltn Texas Accesalbillty Stot>ooroe. Oomea snoJt De a~ion•d in ihe direction of pedeatrion trovel. Concrot• pover unrt cotor for the romp a~o11 be o contrasting color tnat provloas a IIQht r•flectlve vooue tnot significantly contrasts wltn tne oojocent surfoee$. The eotor of th• conc~ete paver untfa may De anown elsewnere ;n tne plans. !Adjacent eurfocea Include aloe floreal. Concrete 04ver ~nlfa s~o11 be aaw cut onJy and ony cut unit ahol I not be leaa thon 25 percent of o ful 1 unit. RAMP = 50.8 SO. FT. of CONCRETE FLATWORK CURB ~ GUTTER CONCRETE PAVERS WITH TRUNCATEO OOME SURFACE. !REO IN COLORI. ~-------·· ----~--------··--------~ r.o.c. I 1 Fl~INE~ ~~ FRONT VIEW ST./DRAINAGE ENGINEERING CITY OF LUBBOCK. TEXAS CORNER CURB RAMP IWITH TYPICAL 4' SIDEWALK ALONG PROPERTY LINE> DESIGNED BY: ------DRAWN BY: M,(,W. --------SCALE: NONE PLATE NO. 24-86<0> Revised 3-08-06 MW R=25 I ....:: ([) _, a:: "' => 31: uw 0 -<04./l a:: ~ ou . <¢ <()([) z :::::. ,., 5 I OR 6' CURS BACK I SIDE WALK. 1 0 ' __ .....__ __ --(' ' / // // ~ " // <:::>~ '1, / A. "' / _,, / / /' / / '1, / (;v // ~ ,• // Q;-() . / ' : / "0 / <v / " / ~(j ,/ '."'?-// '\«:-,/-I.. // ,"'-,/ . / " / <¢ '. ,#' "' / "" / ~ ,/· \ ,/ "0 / " / / / / / DIFFERENCE BETWEEN 15' CUT OFF vs 15' RADIUS 8'ANO 10' PARKWAY. .; ... ;. · .. · ....... . ·.·::.:~ .. · .... ·'-··· ... .:; -~: ~-.". ~ ..... -------."';::'~";'·-A-· 3'MIN. · .• :~·:· ALLEY RETURN ITYPICALl ~~· ;._ _____ /-~ -----.. ....... ... ~ .··~!.•: ----. ·,~• .... · ..... · .. ... 3'M)N. DRIVEWAY APPROACH I TYPICAL I 5' OR 6' SIDEWALK ALONG CURB BACK PLATE NO. 24-861El Revise~ 3-08-06 MW FIVE OR SIX FOOT SIDEWALK CONSTRUCTION DETAILS ' -r-:-:-::---+--t--r--""""l.---:----+.:7"::----,-~-'"-~f>!!:.!t -~ ~':'~----·--------------__ .J ' B NOTE: Maintain eon:;tont 9Utter flow• ine. NOTE: All expansion joints to t>e 3,{ thick. Expansion joints spaced 36' mox. along sidewalK run. sidewalK. 1110 SCAl..EI FIRE HlDRANT, POWER POL£, ETC. MJST HAVE EXPANSION JOINf WHEN ENCLOS£0 IN CONCRETE. NOTE: See other plot&$ for ----curb romp details. SECTION A-A Exponslon •0 ·nt Contraction morkinos '·~ woy I l ' ·~ ~ throuQh slob ot 6' interval$. • ~ .,;~~··".:~!· P" I I :-----..14-=.-m-in. thickn&$S 1L-----------·~~~::~r.·~·~··~P~------------------------------------------~j ________ -To~f~s~idewofk. f SECTIONS 8-B <RESIDENTIAL l Curb removeo. 1 14-:---------Vorie$-----------1 ~------------------5' Sidewalk----------------------~ I BUSINESS I r~------------------------------------Vories 1-•--------6' Sidewalk-----------.... 3' Min. :...------1t z~ ---- C~b on<l 9vtte~ completely remove<! on~ construct Comnerc i 01 Or i vewo:t Cutter. RlllnfQrcll<l ovtt.,-se~tion to be paur-e<l &ePOrote from <1r lveway. PLATE NO. 24-861Fl Revised 3-08-06 MW ' 3' mtn. . '..6..'~.:.----------- 6x6 10/10 wire mesh centered in slob. FRONTAL VIEW NOTE: 6" min. thickness on commercial driveway ond sidewalk ot driveway. Inner curb os required. -t' Mill. Mi~imum fini4hed tht ckness • 41*. No. 3 rebo~ min •• ploced in center of slob on~ 3Poce~ 18" on-center both woya. S' -6" Min, SECTION VIEW SIDEWALK SLOPE REQUIREMENTS LONGITUDINAL --1:20 MAX. TRANSVERSE --1:50 MAX. PROPERTY LINE'---------'----~ VARIES I 10' TYPICALI NOTE: Concrete pove~ units aholl m$et oil ~equirements of ASTW C-936. C-~3 on4 ShOll be IOiG In 0 two Dy two unit boa~et weove pottern. un•e~s ahown otherwise in the peons. Concrete povor units snoll hove truncoto~ domoo on the top aurfoce for detectable wornlnQ to peoeatrlona. Truneoteo dom+a muat comply witn Te~os Accessibility Stonoor~*· Oomea sholl be olloneo In the direction of pedestrian travel. Concrete pover unit color for the romp ShOll De o controstlng color thot provides o liQ~t reflect;ve volue thot eiqnificontly contro&ts with the odjoeent surfaces. The color Of the concrete paver units moy be anown e1aewnere In tne pions. IAojocent 3urfoces include ~~~• flore$). Concrete pover units &hoi I be aow cut only ond ony cut unit eholl not be 18$$ tnon 25 percent of o full unit. RAMP= 50.8 SO. FT. Of CONCRETE FLATWORK CURB & GUTTER CONCRETE PAVERS WITH TRUNCATEO DOME SURFACE. IRED IN COLOR>. -----,. -------6' ----~ :~::N£'~1 I~' FRONT VIEW ST./DRAINAGE ENGINEERING CITY OF LUBBOCK. TEXAS CORNER CURB RAMP !WITH TYPICAL S'OR 6' CURB-BACK SIDEWALKI DESIGNED BY: _____ _ DRAWN BY: M.E.W. -------SCALE: NONE PLATE NO. 24-86<G> Revised 3-08-06 MW 1-I 6' 4' Mln.-.-r----r.· ·I IN GENERAL NOTES MAINTAIN GUTTER FLOWL IN£. BITUMINOUS l~· EXPANSION JOINT I FULL DEPTH l L OCA TEO AS SHOWN. CURB TO RAM? DOWN IN 6' ON 80TH SlOES. CONCRETE PAVERS WITH TRUNCATED DOME SURFACE. IRED IN COLORl. PLACED OVER t• SAND CUSHION (MAX. l RAMPS SHALL BE CENTERED IN C.4 O. RADIUS TO THE MAXIMUM EXTENT PRACTICABLE. RADIUS ·"''I". • ::.·:?·. ··:• ... :'q.~ ~ .... . .. . ' . ··:t.q . <9·~; ~. . :;,·~·. ··:• ... STRAIGHT C.& G. Cloas A Coner&te-No. 3 rebo~ min •• p1ocec1 In cente~ of &lob ond apoced 1t• on-c•nt•~ botn woys. ·" ,. ~ ·. 41 •. ., • :~: .. · .<~~ ~" ·. . :~ ·.·~ · . ··:t ... ai<lea Concrete p.ovars t-~uncated do.me &' IRed in coto.rJ. over t • a.ond eu.s 8 INox. 1 .o~~r a&' ' L :.:;:?·. ··:t.~ SAME NOTES APPLY AS RADIUS PLAN VIEW AT LEFT. Concrete pover wl th t~uncoted doma surface. tnlcl(ness Soncl cushion !Nox. I llln. tnicknese Cor.cr""ete pover-uni ta anoll ,..., ol 1 r•aui renwnfa of ASTW C-936. C-33 oncl ano1 1 be laid in o two by two unit boske~ weove pettern. unlesa •hown otherwiae ;n the pions. SECTION B-B Coner e ,.. oove r un r t a sno 1 t nove t r·unco t e<ll Clotna s on tne top *urfoce for detectoote wornin9 to pedeatrianaa Truncoteo oomes must comply wltn Toxos Acceoolbl 1 lty Stonooro$. Oomea ono11 be oligneo In tne cli~ection of peoeatrlon travel. Concrete paver unit colo~ f~ tne romp enol I be o contrasting color tnot p~ovlclea o light reflective votue tnat $lOnlfieontly controa+• with the odjocent aurfocea. The coJor of the concrete pav•r unlta moy b. snovn elaewhere in the plana. IAdjocent surfaces Include alcle flo~•••· Concrete oove~ untts snail be sow cut only and ony cut unit Sholl not be leaa than 25 percent of o full unit. AI 1 slopes o~e moximum allowable. Tne least possible slope tnot will still o~o;n prooe~ly ahoulo be ueeo. Romp 1engtn ~ o~ooe of ooo~ooch $10ewol~& moy be ocljuatecl oa Ol~ecteo by tne Engineer. Woximum OIIOWOble cr~s slope on oldewolk ond ~omo ~u~focea I& 2'· All conc~ete ou~foces ono11 receive o light b~oom finleh unless noted otherwiae ;~ t~e plana. Ramo textu~ee muat ~onaist of truncoted dom. eurfoeea. rexturea are requireG to be oetectobla underfoot. Surfaces thot would at low water to oeeumulote ore pronibiteG. Addltionol informotion on curb romp location. deaion. light reflective vo1ue ond textu~• may be found in tne currant edition of tna T•xo$ Acees8ibiJity Stondo~~$ «TASJ prepareo ond adminia~ered by ~na Ta•oa Oepo~tment of Llcensl~g ond ReQulotion ITDlRI. ~· Mlna Wlnimum finished tnlckneGa =:~ ~·. No. '~ebo~ min •• ploeed in center of slob onG spocecl 18" on-center both woys. 5'-6 .. Min. _) =l 81tuminoua $~· E•ponafon jOint oa requtred b•~ln~ Qurb. SECTION A-A TYPICAL HANDICAP RAMP PLAN NO SCALE PLATE NO. 24-86<H> Revised J-08-06 MW 1:1:: SECTION A-A ~---------------------••••u {~24• or 30" c.& G. L:: , 0• vAROl5 I I I '-----==-" F=··i· VAOI{$~ V .. IES 0'J XlST INC SIDEWALl JlliiC'rrD A A >-I.LI ...1 ...1 <{ MINIMUM RAMP WIDTH TO 0£ 4.0' lENGTH I)F RAil' I MIN. OF 5' -6 •) I MAY VARY DUE TO I :12 MAX. SLOP£. ALLEY '1'·"';..-:'1'·• STREET ~ 1-w w cc 1-(/) lllN• -WlOTH TO 8£ 4 .. 0"' a.. :::!: <( cc h· :~11 :Ill hi 1112 n~ l '~ y STREET NOlEt AI.' AllEY AAOII IMY VARY. NOTtt S£1[ &OOITIC..Al "-ATES fOR ftA .. 0£TAU.S. NO SCAlE TYPICAL LOCATIONS FOR CURB RAMPS fJI$JING Sllit'WALC PLATE NO. 24-86< I J Revised J-08-06 MW TYPICAL 24u CURB AND GUTTER SECTIONS ~6" 1 4 "1 IT ·q> ·. 2" R l: ~ :4 ... ~ · . ..,.. '17'~ ~ L . . ~------3" ~~ 2:.~-~~.-~~~on. "' - • \1) R .~ . ~ · . .0. • ~:~ '-q' . . . • -j_ -. .0. 'I • l T . . . . <l .<1 ~ . . '17'~ . . "' I>" ' • 17 • ~ ~ ...,_------------24"--------------~·1 9" R t : 0 l r gn,u;" .I ! ,<::J • ~ • -b • t 4:<3:~· . • 9. ~ • • <:;] 6" r-· . . Ci. <:;] ·~ . ·10 . ~J_3"-l---3" 9" • .0. • 9" , <l .<1 "' l , M . . t<l l '17'!l $2 t ' 1--------------24"---------------~·1 NOTE: Reinforced Qutter section Type "C" will be constructed with three No. 3 bars running the entire length of the driveway section and the three horizontal bars will be supported with choirs. on a spacing to give accurate placement. !This section used ot driveways only.> TYPE "A" ROLLOVER CURB TYPE "8" NOTE: This section moy be used T for residential applications only. Approval will depend on traffic and drainage considerations. TYPE "C" PLATE NO. 24-861J) Revised 3-08-06 MW ~6" r ce o. I 0 dinan 2006-o0038 .--. . 2"~ <:;) • "q . • t> • . TYPE "A" .. . . ·~ <I • <I <:;) • 0 0 -• 'i7. ~ • • 0 <::] ID l r ~---z--, .. <:;) "'"q. • • A • • N ~ :<I • <::] -f Do~~~:~.~~;~. 0 • . . 'i7 . t> &" • • <::] • . r-. <:;) • ~ • • t> • • ~:<1:'!·. t .I . v. I> ~ '---I 12" 18" TYPE "B" f <;J • ~ • • t> • • ~:<1 '<::]' l------------------~----~-~'i7~:i~~-~·<:Ji·--------------------~'~------~ ~-I ~-ol.>------9 ''"J~;"-----~-<-----------20 $,.,6"------------t• NOT£: Contractor moy use either of the above sections. ~N -TYPE "C" 1 I' 9 11"r6" .I r ~ <::] • "q • ,<:J . "il • • t> • t>, f <>:<l··(\J <J:<I .<::]. . . . . . . v. ~ . v . ~ ·r s" . " > • • <:;) 12" I ,.._ f--3"--r r <:;) • "il • l • t> • • 3" • 3" 4 :<I .<:J . -~ T ~ ... .I . v. 9 0 I. 9 IJ,"H _I 20 5't6" NOTE: Reinforced gutter section wi II be constructed with three No. 3 bars running the entire length of the driveway section and the three horizontal bars will be supported with choirs. on o spacing to give accurate placement. TYPICAL 30" CURB AND GUTTER SECTIONS PLATE NO. 24-86<Kl Revised 3-08-06 MW