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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 AM <br />2: Collins Avenue & 186th Street 6/8/2015 <br />Varadero 5/27/2015 15158 Existing AM Synchro 9 Report <br />Page 1 <br />Intersection <br />Int Delay, s/veh 0.5 <br /> <br />Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR <br />Vol, veh/h 4 0 9 7 0 16 2 8 1242 14 16 6 1805 14 <br />Conflicting Peds, #/hr 0 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 Free <br />RT Channelized - - None - - None - - - None - - - None <br />Storage Length 0 - 0 - - - - 150 - - - 220 - - <br />Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 - <br />Grade, % - 0 - - 0 - - - 0 - - - 0 - <br />Peak Hour Factor 97 97 97 97 97 97 92 97 97 97 92 97 97 97 <br />Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 4 0 9 7 0 16 2 8 1280 14 17 6 1861 14 <br /> <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 2448 3231 938 2099 3230 647 1378 1875 0 0 962 1295 0 0 <br /> Stage 1 1915 1915 - 1308 1308 - - - - - - - - - <br /> Stage 2 533 1316 - 791 1922 - - - - - - - - - <br />Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 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 2.32 3.12 - - 2.32 3.12 - - <br />Pot Cap-1 Maneuver 33 9 228 55 9 355 270 145 - - 461 281 - - <br /> Stage 1 44 114 - 121 228 - - - - - - - - - <br /> Stage 2 455 226 - 317 113 - - - - - - - - - <br />Platoon blocked, %- - - - <br />Mov Cap-1 Maneuver 31 9 228 53 9 355 160 160 - - 383 383 - - <br />Mov Cap-2 Maneuver 31 9 - 53 9 - - - - - - - - - <br /> Stage 1 44 114 - 121 228 - - - - - - - - - <br /> Stage 2 434 226 - 304 113 - - - - - - - - - <br /> <br />Approach EB WB NB SB <br />HCM Control Delay, s 57.4 38.8 <br />HCM LOS F E <br /> <br />Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR <br />Capacity (veh/h) 160 - - 31 228 130 383 - - <br />HCM Lane V/C Ratio 0.065 - - 0.133 0.041 0.182 0.062 - - <br />HCM Control Delay (s) 29.1 - - 138.2 21.5 38.8 15 - - <br />HCM Lane LOS D - - F C E C - - <br />HCM 95th %tile Q(veh) 0 - - 0 0 1 0 - -
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