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Crossing Shoulder Povewent ( Except area O=Vltd BY CRMII a SarfcaAff YotWki )l <br /> fa ) To Shoulder Line For Outside Shoulders Less Than CWide. f RaiE povesmt <br /> to ) To a• Yaxla Width Far Outside Shoulders IT Or Wider -(Regardless Of App DO Shoulder Peveslent WkfhL ¢ <br /> - <br /> (c ) f£ar Median Shoulders. Ito <br /> _ <br /> 6 / 'I <br /> r4/,t Po <br /> Shoulder veeN enf Lleu Cruse Ya1arNLr Shoulder AoveaN en/ UnitAb)Iraac SigiW.Gita Of CM6 I codiaaes' Over ( <br />Width Varies ) Of Orb And Sidevolt <br /> Beveled Edge (Is 4 Slope ) �or Signal And Cote Utility Strip J I ( ConlTnwte Over Utility strip ) . <br /> Shoulder LIne*- _ I — t Varies frYfa l >• Cwb �1 1 s care Trwition . <br /> . Slioolder Poventent� t <br /> See Trga)tko Vs/es frisloP es YJ <br /> Paremad Abow Concre/e Cave ' <br /> And pater _ eShwidw <br /> Cmcrete LWe NN R)Rer <br /> Edge Of Povesm Voles• Sea pdex N0. DBB2 Utilly Str1P - 1 - — (Hilt y Strip <br /> O 9suldIf Pcvrsanf SldettaB <br /> Where the existingshoulder y i / , rSetbod lds PavementIs .fbfMlatdad far the fadlly 'frd <br /> 4q Dote Or Sipa/ ltd Gsle - - ean! When CYasdng <br /> be wwidened aassmdofe me- Awduar width is k ` / Q W Ed nd BeyaNcrossing ed to ac / AWes <br />For /erotAvt of railroad pevesent. s)pak• Ades or sig alshand gates see Index No. II t t Skpe ) <br /> nese HALF PLAN <br /> E Pavesedt_ - - - ad�a - Fkxlhie Pevenwtt CURBED ROADWAYS . <br /> HALF PLAN I _ <br /> ROADWAYS WITH FLUSH SHOULDERS <br /> E Tract <br /> Vsles RR Crossing Varies Vanes <br /> ( r To 4.5' ) ( Full Depth AViez/f/Ru66er Shown ) ( r To 19! 3 t <br /> a <br /> Friction Course Cqp Or Exponsian Yolerkl r t t r <br /> ! When R IrN CrgseT T / Friction CauseLaw <br /> Overbuild } - =Oirilftr <br /> _ _ _ _Exist. Rdry. Paul. CrosstleType SAsea/tlSW Lb✓SYl <br /> _ _ Lentade _ _ _Type S Asp/aff Balkaf(5W 1615)") � GrfaMk (Optional <br /> Filter Faork IOptional With RR Constay) To prevent kw-cleaaxe vehicles fres becoming rain an Me DoP the Prossbp <br /> With RR CoepoW ) SECTION VIEW surtoaly ahadd be of the sane plate as the lop or the rally for a dkilonce of <br />a feet <br /> outside Me rolls. The mrface of Me Ai hwW should on not be sars Mm 3 lntlss <br /> TYPICAL FLEXIBLE PAVEMENT REPLACEMENT AT PANEL RR CROSSINGS blow d lower tion Me fop of the nearest roll of a point 30 feet <br />from roil unless /rout <br /> apera/eratkn echos a OHfermt level oyprmarbda, Vertkd curves should be used k <br /> haver. halo the highway ¢We k a level piste at Me eleatlan of Me MRS. Rolle hoof <br /> are superekyatad• s t raadsay approach eadl6m ftf k mt level, wlg neeessiW* delta <br /> CWSSIRG SURFACES I <br /> specific arlaWs for rale elauuate. <br /> Tyne Defkltlan VERTICAL ROADWAY ALIGNMENT THROUGH A RAILROAD CROSSING <br /> C Cmsete <br /> R Kilmer . <br /> RA ty6W/,,Wfat General Notes <br /> . 1. The Ralboad CoepaW will furnish and bMtdl all frod bed ( ballast ), waselles• rafts, arming mrfotY Pon dols and Maesrory <br /> STOP ZOXE MR RUBBER CROSS1hG aog000dul& All popeyed eaferld, baMdbg that through Me sassing• will be fahished and loslalled by the Dape7sent s <br /> Dask/mn Spend Zone Ltaglh He Confrador• Indoor negotiated otherwise. <br /> fphl (Dislance Frac Stop ) 2 When a railroad grade sassing Is stoefed WHAID Bac Mails of a Aiphtvay PC Motion -pro/ed, 0 lnatalHar Peveeant <br /> - <br /> e5 Or Lass Paw will be ealntolrad of ee approach" of the sawAtg to to*" vohfatkr Itgada to the sassing. The trawlian <br /> 50 - 55 3W pweeanl will be eaklaNed or appoprkfe to !waled Me savhp from kw announce vehklea ad venkukar impacts <br /> W - 65 500, Draft the mnsfnaflan profed Is oaplated and the filahighnq "face is actutnded. <br /> 70 e0O' 3. The Cmhol W1 Wide will aolnlain O 11sf d ouvrwy Mhb <br /> used aad CrarrAg Products and will Periodically drstrrbale Me <br /> Nol"I arrant list to Hoe OLdraf Offkrs na the not If Ipdafed• , STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION <br /> 1. Type R Cravings ar NOT to be used for whip/e /rack d, The Railroad CoapsW shelf Reboil ergNeeri g &r Ago far the "and sussing surface type <br /> in the Construction Pro/ed <br /> ni <br /> Dressings within nes fs an exlsting W sc astled EnIth eer a+d/s the District Rail Ofrke for conaWrenae GOV with the List Of RGihaad Crmalno <br /> Prodiats. The anprwN <br /> fuhhtre vehicular stop. Zine lergfhf are do rfed above. engfmaring drawings OF the arming Solace type shall be made G W Of Ha JMWIWIm aVOe t. <br /> RAILROAD CROSSINGS <br /> 2 Single trod Type R Crossings within the zones an the 5- Sidewalks shill be conshmted throughthe sassing beWm approsdt sh/emwAkf of Me crasfbg- <br /> Sidewalks shall be <br /> thart say be used unless enpineerhg s softy uanslderotions mnsMded with appropriate apforkl to allow waslnded travel f/aagh the a kV In aobdonce with <br /> ADA raWiresmta. <br /> d/dola dAewise. Mute a.ae NPmwa ez <br /> G All aC+hall shall be Nsfalled N Dollar with Index Mo. Ste and Station 300 d the Studsd Speo flmHans- eeda"d <br />or ns a v/a <br /> Ono e1 >m IIAT tvlMe SeoBe, eA�og,"Mr. 111101 eee �7~ <br /> Marked " aW.b vim a 1 oft 560 - <br /> I - <br />