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2005-394
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2005-394
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Last modified
8/16/2016 1:35:33 PM
Creation date
9/30/2015 9:28:01 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
12/06/2005
Control Number
2005-394
Agenda Item Number
11.I.5
Entity Name
Florida East Coast Raliway, L.L.C.
Subject
Stipulation of Parties Open Highway-Rail Grade Crossing
Area
53rd St. , close 71st. St.(Cemetery Road)
Supplemental fields
SmeadsoftID
5301
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RAILROAD CROSSING AT RELATIVE LOCATION OF CROSSING TRAFFIC <br /> TWO f 21 - LANE ROADWAY RAILROAD CROSSING AT <br /> stop bar PerDeMkvlar MUTI —LANE ROADWAY CONTROL DEVICES <br /> To Eddoae 0I Travel Wq <br /> Or ate Porel <br /> To CiGate When Present I Width May Vary lop A <br />ccording <br /> SBar Perpendicular r Edge � I To lane wish <br /> 21' White Of Travel Way Or 8' From k Gate a Fleshing Signal <br /> With Gales <br /> Parallel To Gale When Present. <br /> Fuhre Gate o 2e' White <br /> p, DO NOT Pavempent <br /> STOPMessage <br /> ON I White <br /> f•-Ytn b * TRACKS 6' I <br /> 6' Obl Yellow e• R8 - 8 8' <br /> Fa Use Near Signalized Stop Line <br /> Fleshing Signal <br /> 6' Obi Yellow Intersections ( If Not With Gate i eo a <br /> 70 <br /> y Edge Of Travel way <br /> Railroad Protection <br /> Davke Is Not To Be Located N Required <br /> Within I2'Of The R/R <br /> u <br /> Center Line. <br /> *� AS <br /> N S ' <br /> Mim .. . . . . . fuhre tale Yin. <br /> Location 4' <br /> Pe' White b <br /> 2e' White NOTES : <br /> 1. When cagnu/Ing pavement ammmage, quantities ob not Include <br /> transverse lines. <br /> 21' White <br /> L Plocement of sign WIO-1 In a residential or business district, where <br /> P4' WhIfe low speeds are prevalent, the WAT-I sign mq be placed o m almuIn disk=& <br /> of p0' from the onmeing. Where street Intersections comer between <br /> the R11? avme <br /> pent aressoge and the /Mmes m additional WID-I sign and <br /> odtittanal pavement message should be used. <br /> 3_ Recommended location far sign FTP-38, 10O'Urbm k 300 ALNUI <br /> 6' DDI Yellow In advance of Me Drowsing. <br /> e. A portion of the pavement morsIngs syoaol should be directly opposite <br /> < ( <br /> the WIG-/ Sign. 101 <br /> p p 5. Reconmended location for FTP-38 A or 8 signs, p00urbon and <br /> _ nu yn ;a $ 300' rurol. See Index 17355 far sigh details. u <br /> * 6. Gate Length Requirements <br /> T, For two -way undivided sections. <br /> F The gale should extend to within roe the center fine. On millions <br /> approaches the maxreun gate length may net reach to within rof the <br /> 21' Whiten center line. For /lose woes, /he distance frau the gate to the center line <br /> WK) - I I shall be a maximum of e'. e� <br /> 21' White <br /> SPEED AA . WIO I For one -way or divided sectlons+ <br /> mm N Fr The gate shall be of sufficient length such that Me distance from the <br /> gate tip to the Inside edge of pavement 7s a naxlmm of e'. <br /> 60 550 <br /> 55 450 <br /> STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION <br /> 50 375 <br /> 45 300 RAILROAD GRADE CROSSING <br /> 35 m TRAFFIC CONTROL DEVICES <br /> .TO Approved <br /> ML <br /> rA Y/N. oe.�e.•e Ar moor —! . � Q� <br /> o.... er •chime. ee«I xe .a.. xo <br />
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