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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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I • <br /> SIGN MATERIALS <br /> WORK ZONE SIGN SUPPORTS Mesh signs may be used only for Daylight Operations <br /> END ROAD WORK SIGNS as noted in the standards. Type B Lights and Orange <br /> All post mounted Work Zone signs shall be installed on either round Flogs are not «qu;red. <br /> The END ROAD WORK sign ( G20 -2A ) should be erected opproximole/y aluminum or steel channel post os specified in the fable <br /> below. <br /> 500 feet beyond the end of o construction or maintenance project. SUPPORTS FOR MAINTENANCE OF TRAFFIC S/GN5 vinyl <br /> may be used for Day or Ned Operations <br /> unless other distance tolled for ;n the plans. Where other ConstNd;on DEPTH /N not to exceed 12 hours <br /> except as noted in the standards. <br /> or Moinlenance Operations occur within ' mile this sign should SIGN ROUND DEPTH /N STEEL GROUND Type 8 Lights and <br /> Orange Flags are not required, <br /> be omitted and signing coordinated /n oocordonee wish Index No. 600. SIGN SIZE BRACKET ALUMINUM GROUND CHANNEL <br /> ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING. All signs shall be post mounted if operation exceeds <br /> NPS 2.0" x 2' 0' 2.5 !b FIM 3' 0' <br /> 24" z 36' 2 -I 8 12 hours except as noted in the standards. <br /> 48 " x 48 " 248f NPS 3.5' x i" 30 - 4" * * 3' -O' <br /> DIAMOND I -II * * 3' -0" <br /> DETOURS 60" x 48' 3 -I NPS 3.5" x I 3' 4" <br /> NPS 2.0" x <br /> Detours should be signed e/eorfy over fAeU entire length so flat <br /> motorists can easily determine law to return to the original 24' x 30" 2 I NPS •J.0" x g" <br /> roadway, The WI -4R. MOT -2. and MOT -3 warning signs ore to 48• x 48" 2 -II <br /> be used for the advanced warning for a lone sAlfl. A diversion �. x 24' 3 <br /> should be signed as. o lone shift. 600 x 36' 3 - 1 <br /> VARIABLE MESSAGE SIGNS I VMS I * FIM indicates Type F or Type M <br /> The VMS can be used for #n construction/maintenance work zones. * * Requires Iwo 3 Ib/rt steel channel ( F/M ) of 28 -6' center <br /> to center. <br /> ( 1 ) Supplement standard signing Allsign brackets shall be Type I . The total number of brackets shall <br /> ( 2 ) Reinforce static Odvonce warning messages. Type r post <br /> per post. <br /> ign which shall Use IWO <br /> ( 3 ) Provide motorists with updated guidance information• De per post as tabulated. except the "Diamond" sap approved breakaway <br /> bases. <br /> The message should be visible and clad s of o minimum distance or <br /> The 4 !b/f1 steel channel $hall be Installed with app <br /> 900 feet. All messages <br /> should be cycled so that two message Refer to Des#gn Standard 11860. Sheet 3. for round aluminum sign bracket <br /> cycles ore displayed to o driver while approaching the sign from defails. and !1865 Sheet 2 for steel channelbreokoway bases. and <br />notes. <br /> 900 . feef of 55 mph, <br /> VMS should be placed opprox, 500 to 800 feel In advance or the CLEAR ZONE WIDTHS <br /> work zone conflicts or l.5 to 2 miles ;n advance of complex traffic <br /> control Schemes which require new and/or unusual traffic monerners• The term 'clear zone' describes the unoDslrucfed relatively riot <br /> area. <br /> If VMS ore to be used at night, the Intensity of the flashers shall be <br /> tone. The !able below gives clear zone widths ;n work zones for medians <br /> reduced during darkness when lower lnfensit/ es are desiroDle* impacted by construction, extending outward from the edge of the <br /> travel <br /> For oddltlonolInformalion rarer to the FOOT Roadway Pions Preporalion <br /> and roadside conditions below other than for roadside conalsr where roodside <br /> Monual. Volume I . Chapter !0• canals are present, clear zone Ch. are to conform WHA the distances 4 fo <br /> conals as described in Volume I Ch. 4, See. 4.2 and Exhibit 4 -A and 4 - 8 or the Pions <br /> Preparation Manual, <br /> ROADSIDE BARRIERS <br /> When connecting temporary concrete barrier wall to quardroilthe <br /> connection shall be mode In accordance with Index No, 410• <br /> All guardrail end anchorages 10 be included ;n the cost of Temporary JAL <br /> ONE WIDTHS FOR WORK ZONES m <br /> Guardrail. WIDTHS X <br /> NE SPEED Ifeetl <br /> HAZARD PH J STATE Or rLOIIIOA D[IARTY [ YT OI t11AY E1011TATIOM <br /> ABOVE GROUND • TO 30 " GAO D[EIOY <br /> 5 24 rwric co[n[x rY#ao# Wow ray: <br /> Above ground hazards ( see definitions ) are to be considered work areas 18 GENERAL INFORMATION FOR <br /> during working hours and treated with opprapriale work zone traffic -50 <br /> control procedures, During non - working flours, all objects, materials and 40 14 TRAM <br /> CONTROL THROUGH WORK ZONES <br /> equ;pment that constitute on above ground hazard <br /> shie must be stored/placed SPEEDS 4' BEH/ND fACE ".... ..,.. A//. ••4 [T <br /> cuts;de Me travelway and clear zone or De shielded by o bowler or CUTTER OF CURB 00 <br /> 01 <br /> crash cushion. <br /> . . ........ A <br /> For above ground hazards within a work zo during oonslruc e the clear zone l^eQ cod -- -- -- . <br />. DO 4 or a 6� <br /> should be based on the regulatory speed postedQ <br /> 3 <br /> 3 <br />
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