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CelN_RAW M2to CI►.LI Wall <br />a. The interconnection would funnel commercial traffic via a single <br />street or access point throueh a residential neighborhood and <br />create a commercial traffic cut -through within an existing <br />residential neighborhood. <br />b. The interconnection would not meet Florida roadway/design <br />"Greenbook" standards or would result in an inappropriate mix <br />of vehicles such as mixing semi -trailers and passenger vehicles. <br />C. The interconnection would dead end into an existing water body, <br />environmentally sensitive area, platted subdivision, or built <br />facilities and fail to provide future benefits of connectivity with <br />the adjacent parcel or site. <br />d. The interconnection would serve only low density residential <br />developments of less than two (2) units per acre and would fail to <br />provide future benefits of alternate access at or near a major <br />roadway intersection or alone a median divided major roadway. <br />(e) Driveway entrances must shall be designated to accommodate all vehicle types <br />having occasion to enter the site. The following table presents vehicle types with their respective <br />minimum inside and outside turning radii: <br />Type <br />Egress (feet) <br />Ingress (feet) <br />Passenger car, van, pickup <br />25 <br />25 <br />Single unit truck <br />35 <br />42 <br />Bus <br />45 <br />42 <br />Tractor -trailer (40 feet) <br />45 <br />40 <br />Tractor -trailer (50 feet) <br />45 <br />45 <br />Tractor -trailer (60 feet) <br />45 <br />45 <br />Driveway entrances off collector and arterial routes shall conform with the <br />provisions of section 952.12(5) Driveway width and radii. <br />(f) Loading and unloading activities flatist shall in no way hinder vehicular ingress or <br />egress. <br />(g) All driveways shall maintain adequate sight distance, as provided in this code. <br />(h) Ingress lanes: <br />1. Ingress left -turn lane requirements: A twelve -foot wide left -turn lane with <br />appropriate storage and transition shall be provided at each driveway when <br />the average annual daily traffic (AADT) volume projected at the time of <br />project buildout and peak hour left -turn rates meet the following thresholds: <br />Bold Underline: Additions to Ordinance 25 <br />StfikO threugti Deleted Text from Existing Ordinance <br />C:\Documents and Settings\tlister\Local Settings\Temporary Internet Files\Content.Outlook\QPAZMTU8\2012-019 952 and 910 Traffic.doc <br />