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<br />~ <br /> <br />, <br />~~ <br />- " <br />- c <br /> <br />n' <br />" , <br />c " <br />o . <br />n, <br />. " <br />L . <br />" <br />o 0 <br /> <br />~~ <br />i; <br /> <br />o <br />. <br /> <br />o <br />c <br /> <br />, 0 <br />o , <br />u <br />o <br />C <br />L <br />o <br />o <br /> <br />o 0 <br />, L <br />>- 0 <br />o <br />o 0 <br />X, <br /> <br />" , <br />.- n <br />L <br />, 0 <br />U <br />, 0 <br />o E <br />o " <br />" <br />U <br />o C <br />L - , <br />o <br /> <br /> <br /><) <br /> <br /> <br />o <br /> <br /> <br />Center line of <br />foundation <br /> <br /> <br />d <br /> <br />* <br />R15-1 <br />Assembly <br /> <br />10' ~/ 60' <br /> <br />'11'10-1 <br /> <br />Two Lone, Two-Way <br /> <br /><? <br /> <br /> <br /><I inch broken wh i te <br /> <br />,j <br /> <br /><? <br /> <br />-'I inch sol id yel low <br /> <br />o <br /> <br />:;~ <br /> <br />/ <br /> <br />B inch sol id wnite <br /> <br />o <br /> <br />~~ <br />I I I [J , , <br />I , L b a H <br />~--~1 / ) d k >I< ), <br />10' ~/ 60' Centerl ine of ~I\ <br />\'t;? foundat i on <br />'11'10-1 <br /> <br />* <br />R15-1 <br />Assembly <br /> <br />c <br /> <br />Undivided Multi lone Roadway <br /> <br /><) <br /> <br /> <br />* <br />R15-1 <br />Assembly <br /> <br />-'I inch broken yel low <br /> <br />4 inch sol id yellow <br /> <br />50' MIN. <br /> <br /> <br /> <br />c <br /> <br />~~ ~II~ <br /> <br />~ -11- <br /> <br />~~ <br />I, /' J d <br /> <br />~/ 60' Center I in: of <br />\'t;? f oundat , on <br /> <br />'11'10-1 <br /> <br />Two-Way Left Turn Lone <br /> <br />nWL TU <br /> <br />a <br /> <br />12 feet minirTUTl, 15 feet usual. <br />if active warnino devices ore <br />present. Distance '0" should be <br />measured fran the center 1 i ne of <br />. R15-1 o5serrbly to the center- <br />line of ne<;Jrest trock. <br /> <br />b <br /> <br />Stop I ines shOuld be opproxifOOte- <br />Iy B feet in odyooce of octive <br />war-nino devices lType A, E or Fl. <br />Stop I ine should be opprolCimately <br />15 feet from near roil if ooly <br />POssive devices tRtS-I, plus <br />R1S-2 when oppl icoblel are <br />present. <br /> <br />c <br /> <br />15 feet desirable mininun. <br />R15-1 should be placed between <br />stop tine and roils w'ith <br />adequate distooce provided for <br />.O~ . <br /> <br />* <br />d <br /> <br />Approach Desirable <br />Speedlmph) Placement (feet) <br /> <br />20 145 <br />25 220 <br />30 295 <br />35 310 <br />40 445 <br />45 520 <br />50 595 <br />55 610 <br />60 145 <br />65 820 <br />10 900 <br /> <br />* Local conditions may reQUire <br />alternate placement locations. <br /> <br /> <br />9'/2 " <br /> <br />3'/4 " <br />2W2" <br /> <br />3'/4 " <br /> <br />. 1/'2 <br /> <br />i<--- 1 2Y'2 " <br /> <br />~ I <br />I <br />~ <br /> <br />16" <br /> <br /> <br />~~ <br /> <br />I~I <br />36" <br /> <br />f <br />78" <br />~ <br /> <br />78" 2~' <br /> <br />~ 2~" J <br />I . I <br /> <br />6" <br /> <br /> <br />e- <br /> <br />10'/4 " <br /> <br />ESTIMATED QUANTITIES <br /> <br />16' <br /> <br />{for Contractor (nfonrotion DRY) <br />24 INCH WHITE TRANSVERSE MARKINGS AND STOP LINES <br /> <br />No. of Approach Looes <br />flnclude TWlTlI <br /> <br />LANE "10TH (FTl <br />11 12 13 14 <br />33 36 39 42 <br />66 12 78 84 <br />99108117 126 <br />132 144 156 168 <br /> <br />4 INCH SOLID YELLOW NO PASSING LINE. "d" - "c" . 10 <br />For: Two Lane, TWO-lIay, Single Lone ApprOQCh per Direction <br /> <br />8 INCH SOLID WHITE lANE LINE. "d" - "a" . 70 <br /> <br />For: Two-Way or One-Way Traffic, 2 or Uore Approach Lones <br />in Sane Direotioo lOo NOl Include TWUll <br /> <br />GENERAL NOTES <br /> <br />I. The pavement marKinos on on approach to 0 rai (rood orOde <br />crossing sholl consist of: <br />o. The RR Xing Syrrtlol, <br />b. Three transverse 24" I ines, and <br />c. Lone lines: 0 sol id no passinO I ine for ho-way <br />traffic approaches, or sol id lone lines <br />for I!l.Jltilane approaches. <br />2. For biddino PlJl'"poses, the RR Xino synt>ol wi I! be measured and <br />paid for os for each lone in prace. The transverse marKings <br />and lone lines will be measured and paid for by the lineal <br />foot. <br />3. Center! ines sholl be yellow, other marKinos shal t be white. <br />4. Approach lanes less than 8 foot width Sholl NOT have markings. <br />5. Markinos should NOT be plo~d where less thoo 110 feet of <br />approach roadway is ovoi lable for placement. <br />6. RR Xing synt:lols should be placed approximately in the center of <br />the approach lone. <br />1. All transverse markinos, includino stop I ines, sholl be placed <br />at riQht angles to the center I ine and ocross 011 approoch <br />looes. <br />8. Existing non-standard morkings sholl be relOOved to the fullest <br />extent possible so os not to leove 0 discernabIe markino, by <br />ony method approved by the engineer. OVERPAINTING WILL NOT BE <br />ALLOWED. <br />9. Additional markings and plocement detai Is lOOy De found in <br />the TldUTCO, Appendix H. <br />10. The Engineer may require additional 1000gitudinal morkinos if <br />the distance between the stop I ines is Qreoter than 60 feet. <br />Markirn;JS ore not required ocross or between the roi Is unless <br />specified elsewhere in the plans. <br /> <br />* <br />R15-1 <br />Assembly <br /> <br />May consist of one or more of the followino: <br /> <br />R15-1 <br />R15-2 <br />Type A <br />Type E <br />Type F <br /> <br />Crossbuck SiQn <br />Multiple Track Sion <br />Mast Flashers <br />Conti levers <br />Gates <br /> <br />~ STANlARO PUlIS <br />I TEXAS DEPARTll:NT or TRAIISPORUTlON <br />Traffic OperatIons DMs/on <br /> <br />RAILROAD CROSSING <br />PAVEMENT MARKING <br />TYPICAL DETAILS <br />RCPM-96 <br /> <br />@rxOOT Auoust 1990 <br /> <br />""'lR/WTjIl.. Ior.-ON <br /> <br />IZ.90 2-9(, <br />5-91 <br />~-9Z <br />8-95 <br /> <br />tr.t.'f" I 0(,;;;; <br /> <br />STP 2001(S~ 7) FRS <br /> <br />LAMAR I090112910631GRAHAM <br />2< <br /> <br />ill <br />