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Zoning Resolution 16-Z-158
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Zoning Resolution 16-Z-158
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Last modified
5/6/2016 11:25:07 AM
Creation date
5/3/2016 2:10:22 PM
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CityClerk-Resolutions
Resolution Type
Zoning Resolution
Resolution Number
16-Z-158
Date (mm/dd/yyyy)
04/21/2016
Description
La Playa Beach Assoc, Varadero Project, 18801 Collins Ave. (Hrg#Z2016-03)
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HCM 2010 TWSC 15158 Existing PM <br />3: Collins Avenue & 188th Block 6/9/2015 <br />Varadero 5/27/2015 15158 Existing PM Synchro 9 Report <br />Page 1 <br />Intersection <br />Int Delay, s/veh 0.2 <br /> <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR <br />Vol, veh/h 1 0 10 0 0 5 0 2244 2 89 1 1825 33 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free <br />RT Channelized - - None - - None - - None - - - None <br />Storage Length - - - - - - - - - - 150 - - <br />Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - <br />Grade, % - 0 - - 0 - - 0 - - - 0 - <br />Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98 <br />Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 1 0 10 0 0 5 0 2290 2 97 1 1862 34 <br /> <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 2991 4367 948 3231 4382 1146 1896 0 0 1678 2292 0 0 <br /> Stage 1 2075 2075 - 2291 2291 - - - - - - - - <br /> Stage 2 916 2292 - 940 2091 - - - - - - - - <br />Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - - <br />Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - <br />Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - <br />Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - - <br />Pot Cap-1 Maneuver 15 2 225 10 2 166 141 - - 183 89 - - <br /> Stage 1 34 94 - 24 73 - - - - - - - - <br /> Stage 2 265 73 - 256 93 - - - - - - - - <br />Platoon blocked, %- - - - <br />Mov Cap-1 Maneuver 15 2 225 10 2 166 141 - - 175 175 - - <br />Mov Cap-2 Maneuver 15 2 - 10 2 - - - - - - - - <br /> Stage 1 34 94 - 24 73 - - - - - - - - <br /> Stage 2 257 73 - 244 93 - - - - - - - - <br /> <br />Approach EB WB NB SB <br />HCM Control Delay, s 46 27.4 <br />HCM LOS E D <br /> <br />Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR <br />Capacity (veh/h) 141 - - 99 166 175 - - <br />HCM Lane V/C Ratio - - - 0.113 0.031 0.559 - - <br />HCM Control Delay (s) 0 - - 46 27.4 48.8 - - <br />HCM Lane LOS A - - E D E - - <br />HCM 95th %tile Q(veh) 0 - - 0 0 3 - -
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