Laserfiche WebLink
Crossing Shoulder Pavement ( Except Arco Occupied By Cracslnq Surfocfng Moferhal h <br /> ( a ) To Shoulder Line For Outside Shoulders Less Than IT Wide. F Railroad - f Pwemenl <br /> ( b ) To H' Maxlmrm width For Outside Shoulders 8' Or Wider - - o - - -- <br /> ! Regardless Of Approach Shoulder Pavement Wfdlh 1. TI <br /> ( c ) 4' For Median Shoulders. i'M. <br /> C Shoulder Pavement In Lieu Crwslnq Malerto/s SMuldrr Pwemenl In Lhu <br /> Railroad Signal, Gate Of Curb ( Continuous tier I Width Varies ) Of Curb And Sidewalk <br /> Beveled E07e If 14 Shape ) � or Signal And Gate Utility Strip ) I f COn Over Ulllfly Sirup 1 <br /> Shoulder <br /> Line * _ I — I Varfes ( 2' Yln. l 3' Curb II I 3' curb 7ransfl7on <br /> ..L Trons)77on F <br /> Shdifder Pavement lH' Mir. l Varies ( 8' uin._7 <br /> _ See 'Crmslnq Shoulder - - <br /> n I Pwement' Above Concrete Curb I _ <br /> MtA v - Concrete Curb And Gutter <br /> Varies, See Ilex No. NH82 Culler _ _ — <br /> Edge Of Pavement- PPr Utility Strip _ .l _ VShwlder <br /> — Ulflity Strip <br /> sv Shoulder Pwemenl -� Sidewalk <br /> Where /he exfsfinp shoulder 4+',r / �5) Min- Sivshol. 2' SelbockWith Or7wlux <br /> der Pwemenl <br /> Is substoriabrd for the faclifty roy4a✓ Gate Or' SignalfAnd Cafe ^qtype, the shoulder width <br />is to L41 - menl When eyonLbe widened to oaomoodole es Note. For location <br />of railroad Not ExfeM Beyond <br /> . <br /> classing shoulder pavement. signals, gates or signals - <br /> ond gates see Index No. _: Beveled Edge ( 1r 4 Slope ) <br /> AN 5 17882 HALF PLAN <br /> F Pavement a Flexible Pweenl <br /> _ — _m— CURBED ROADWAYS <br /> HALF PLO <br /> ROADWAYS WiTH FLUSH SHOULDERS <br /> f Trak <br /> i Rail. f V/ f 'Rail <br /> r� <br /> VallesRR Crossing Varies Yories_ 30' I I I 30' <br /> ( I' To 4.5' 1 ! Full Depth A-phall/Rubber Shown ) ! I' To 4.5' ) <br /> Cop Or Ekiansion Material i Friction Course 2 I I I — 2 <br /> Crede <br /> ! When Required 8 Crossing Type ) -� I I I --{ <br /> Friction Course r•.I <br /> \ — - -- '�- Overbuild Lever <br /> Overbuild7 —Exist. Rdwy. Pvt. <br /> Exisf. Rdwy. Pau . rosstle _ I - <br /> - - - - - <br /> - - _ - v <br /> Type S Asphalt Ballast �Bollgsv- , Type 5 AsDho/l L500 Lb/SY1 T __. Level <br /> � ) ` Grade - � Cross/fe � <br /> ( 500 Lh/ <br /> ----- _ -- Filler Fabric ( Optional <br /> Filler Fabric ( Optional with RR Company ) To prevent low clearance vehicles from becoming caught on the <br /> frocks, the crasshg <br /> With RR Company ) SECTION VIEW srnrace should be of the some plane as the lop of the rolls for a distance <br /> of 2 reel <br /> outside the calls. The surface of the highway should alto not he rare than 3 Inches <br /> TYPICAL FLEXIBLE PAVEMENT REPLACEMENT AT PANEL RR CROSSINGS higher or lower than the top of the nearest roll of a point <br />30 feel from tall unless nock <br /> supere/evallon makes a different leve/ opprolor fele. Vertical curves shauhd be used to <br /> traverse from the highway grade to a level plane at the elevation of the calls Rolls Not <br /> are superelevafed, or a roadway approodr sections that Is fel level, will necessihake a site <br /> spenfffc analysis for roll clearances. <br /> CROSSING SURFACES <br /> Type Definition VERTICAL ROADWAY ALIGNMENT THROUGH A RAILROAD CROSSING <br /> C Coxrete <br /> R R 6be General Nofes <br /> RA Rubber/Asphalt <br /> 1. The Railroad Company will lumish and install 0/1 frock bed ( ballast ). Crossfles. roils, crossing surface panels ON accessory <br /> STOP ZONE FORMFrom <br /> components. Alf pavement marerfpl, Including that through the crossing, will be fumished and Installed by the Department or <br /> Its Contractor, unless negotiated otherwise, <br /> Deslg1 5 Bed <br /> ( mph ) 2, When a railroad grade crossla7 Is located within the limits of a highway construction project, o transition pavement <br /> 45 Or Leu will be maintained at the approaches of the crossing to reduce vehicular impacts to the crossing• The transition <br /> 50 - 55pavement will be m Intofned os appropriate to protect the crossing from low clearancevehiclesand vehicular Impacts <br /> until fhe constncfipn project is completed and the final highway surface is constructed. <br /> 60 • 65 500TO 3. The Central Rall Office will 041001111 o list of currently used Railroad Crossing Products and will periodloolty <br /> distribute the <br /> Molest current list to the District Offices as the list is updated. STATE of FLORIDA DEPARTMENT <br /> OF TRANSPORTATION <br /> f. Type R Crossings are NOT to be used for mulftple track 4, The Railroad Company shall su gsil engineering drawings for the proposed crosslrg <br /> surface type to the Conslruclfen Project <br /> crossings within zones for an exlsft g or scheduled Engineer mrd/or the District Rail Office for Mncurs-twe along with the List of Railroad <br /> Crossing Products. The approved <br /> Future vehicular stop. Zone lengths are charted above. engineering drawings of the trussing surface type shall De mode a Port of the Installation <br /> agreement. RAILROAD CROSSINGS <br /> 2. Single track Type R CrOSSIMS within fhe Zones On fhe S. Sidewalks shall be constructed through the crossing between approach sidewafks <br /> or the crossing. Sidewalks shall be <br /> clack may be used unless engineering or safety considerations constructed with opproprfafe moferfal to allow unobstructed travel through the erossinq <br /> in accordance with ADA repilremenrs, <br /> N .m•• o .r.• Approved By <br /> dlclofa olherwlse- <br /> 6. All aspholl shall be Installed 1n accordance with Index No. 514 and Sec/fon 300 01 the 5lanrdard Spedlfcaflons. o. <br />..lem•a rr ua rr alar A n r NO. .1 owr.1 <br /> ora. er s.;D Ir/or rrglee _snott NO. - •a . <br /> en•a. r 4 - ac/c ma: O/ IOl l 560 <br />