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Craving Shoulder Pavement (Except Area Occupied By Crossing Surfcalrg Material !. <br /> EXHIBIT t`Das fat To Shoulder Line For Outside Shoulders Lens Than $' Wide. i Pw <br /> �/ ( b ) To 8' Llaximum Width Fa Outside Shoulders B'Or Wider 4 Roilrcad� em<nl <br /> ( Regardless Approach Shoulder Pavement Width ). <br /> (a ) e' For Median Shoulders. r + 1 0•� ' <br /> •r�rn, Railroad Signal, Cote Shoulder Pavement In Lieu Crossiing Materials Shoulder Pavement In Lieu <br /> Beveled Edge ( I r i Slope 1 a <br /> Signal AM Gale Of Curb fContirxuous Over ( Width Varies 1 0! DUro AM Sidewalk <br /> _ Utility Strip ) I II ( Continuous Over Utl/fly Strip ) <br /> Shoulder Lii — I �T I Varies ( 2' Min. ) .31 Curb II <br /> Transition 3' Curb Transition <br /> Shoulder Pevement— I See Yrosting Shoulder Varies ( B'Min. l Varf s ( ' Min. 1 <br /> r Pwemenf• Aoove <br /> ' At'n Concrete Curb r <br /> �T�S — Varies, See Index No. 17882 {After <br /> Edge Of Pavement e1" � � def — I � — Concrete LWD And � <br /> a Utility Strip _ L _ <br /> "— Utility sir;p <br /> * Where the existing shoulder cop. / 50, m1h: Shoulder Pavement . ; Sidewalk <br /> is substandard fa the Ilia With Or Wlthautrs/gncl. <br /> ty mrd i Gale Or Signal And Gate 2' Sefback Shoulder Pw<menl <br /> type, the shoulder width is f0 6 e <br /> be widened toacaomcodate °jee rrOrr SAou/der Pavement When Crauinp ' <br /> mussingav <br /> shoulder pement. / r/ Notes For location of railrood LIPMaterials <br /> Do Not Extend Beyond _ <br /> Signals, gates or signals <br /> and gates see Index No. Beveled Edge (Is 4 Slope ) <br /> C Pavement — _ �lpC�as Flexible Pavement 77882 HALF PLAN <br /> HALF PLN - — - — CURBED ROADWAYS <br /> ROADWAYS WITH FLUSH SHOULDERS A <br /> r Track <br /> Ir Roil f Rail <br /> Varies RR Crowing Varier Varies � • <br /> (7 To �.5 ) (Full Depth Asphalt/Rucder Shawn ) (f To 4.5' 1 30• I I I <br /> Cap Or Ex n <br /> Friction <br /> Ce se portion Material <br /> • ( When R [red B Crossi T pe ) Friction Course I <br /> . <br /> Overbuild <br /> Rdk*y. Pod. • Crosstfe Exist. RaWy. Pant. � : — GradeEx1sf. Overbuild <br /> Level <br /> Type S Asphalt Softest Naat� Type S Asphalt7500 Lb/Sy ) - - - - - - - - - - - - - - <br /> ( 500 WSy ) ' <br /> � e Level <br /> Fllfer Fabric (Opttaal Filter Fabric (Opliwal � Glade G/astrie <br /> WIIA RR Company ) With RR Company ) <br /> SECTION VIEW To prevent low -clearance vehicles from becoming cought an the Irxks, the crossing <br /> surface should be of the same plane es the fop of the rotifor a distance of 2 feet <br /> outside the roils. The surfwe of the highway should also not be more than J Inches <br /> TYPICAL FLEXIBLE PAVEMENT REPLACEMENT AT PANEL RR CROSSINGS higher a. lower than the top of the newest roil ata point 30 feel <br />f om roll unless Croak <br /> • superelevarion makes o different level appropriate. Vertical Curves should be used to ' <br /> ' fraverse from the highway grode to a level piano of the elevationof the roils. Rails that <br /> CROWING SURFACES are superelevoled, a a roadway approach secllorus that Is not level, will necessitate a site <br /> ' . _ specific analysis for roil cleoronces. - <br /> Type Definition ' <br /> C , Concrete VERTICAL ROADWAY. ALIGNMENT THROUGH A RAILROAD CROSSING <br /> R Rubber <br /> RA Rubber/Asphalt General Notes . <br /> 1. The Railroad Company will furnish and install all /rock bed (Dotes! ), crosst/es, rails, erosstnp surface panels and ocaessory <br /> STOP ZONE FOR RUBBER CROSSING . components. A// pavement material, including that 1NwgA the wasting, will be furnished and installed by the <br /> Department w <br /> U*mign Speed Zone LergM Its Contractor, unless negotiated otherwise. <br /> Stop ) <br /> 15 Or• est fOfslonee From 2. When a ralfrood trade Crossing Is located within the limits of a <br /> C . 250• highway conslutron project, a transition pavement <br /> will be maintofned of the ppprooU,es of the Craving to reduce veh;Culw Impacts to the waving. The transition <br /> so - 55 3pavement will be maintained as appropriate to protect the Crossing from low clearance vehicles and vehicular impacts ' <br /> 60 - 65 y0p• until the construction project is completed and the final highway surfoce is Constructed. ' <br /> Notes: - TO 6DJ' 3. The Central Rail Office will maintain a list of Currently used Railroad Crossing Products and will periodically <br /> distribute the <br /> Current list to The District Offices as the listt$ updated. <br /> /. Type R Crossings we NOT l0 4 used for multiple frost <br /> STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION <br /> crossings within Zones for on existing a scheduled s. The Railroad Company $fall sutm/f engineering drawings for the proposed waving surfoce type <br /> to the Construction Project <br /> future YCAiaUlor stop. Zane lengths we charted above. Engineer and/or the District Bal/ Office fa concurrence along with the List of Rai/rood Crossing <br /> Products. The opproved <br /> 2 Single )rock Type R . 0rossirgs Within the toner on the . - <br /> engineering drawings of the Crass;ng surface type shall be made a port of the Installation agreement. RAILROAD <br /> CROSSINGS <br /> chart m% be . wed unless engineering or safety considerations 5. Sidewalks shall be constructed through the Crossing between approoch sidewalks of Me <br />Crossing. Sidewalks shall be <br /> dictate otherwise, constructed with appropriate material to allow unobstructed travel through the Crossing in oa'ardance with ADA requirements. <br />" <br /> . - ve.e $ Dore . Approved By <br /> 6. Alt asphaN shall be installed In accordance with )Mer Na. 5!e ort Section 300 of Me Standard SDecifications: o.elo+ee <br /> of un to 2210: <br /> A ea . Cue.• <br /> crowd or 6p IS/Or Re.1sies Sheer ,Neer• $door Me. <br /> ch.gbe Of .Avg vim a / 0( / 560 <br />