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M s § 952.12 INDIAN RIVER COUNTY CODE sions of section 952.12(5) Driveway width Number of and rum. Drive In Windows or Bays Queue Distance (f) Loading and unloading activities must in 3 10 vehicles/200 ft. no way hinder vehicular ingress or egress - 4 13 vehicles/260 ft. (g) All driveways shall maintain adequate 5 16 vehicles/320 ft. sight distance, as provided in this code. 6 19 vehicles/380 ft. (h) Ingress lanes: These standards may be reduced by the com- munity development director upon showing 1. Ingress left -turn lane requirements: A of good cause. twelve -foot wide left -turn lane with ap- propriate storage and transition shall (c) Commercial, sites having fifty thousand be provided at each driveway where the (50,000) square feet of. gross floor area or peak hour inbound left -turn volume is more shall provide for an exclusive access thirty (30) vehicles or more. drive at the primary entrance of the devel- 2. Ingress right -turn lanes: For any opment and all points of ingress and egress project, a twelve -foot wide right -turn located on a collector or arterial roadway, lane with appropriate storage and tran- not including service entrances. Said sition shall be provided at each drive(s) shall be used for providing access driveway where the adjacent roadway to all parking aisles and shall not contain average daily traffic exceeds ten thou - parking spaces; also, parking space(s) shall sand (10,000) vehicles per day, per - not directly access onto such exclusive ac- mitted roadway speeds exceed thirty - cess drive(s). five (35) miles per hour, and driveway (d) Provisions for circulation between adjacent volume exceeds one thousand (1,000) parcels on arterial roads shall be provided vehicles per day with at least forty (40) through coordinated or joint parking sys- right -turn movements during peak pe- tems, or other methods as approved by the riods. For any project, a right -turn lane public works director. as described in this subparagraph shall be provided at each driveway where (e) Driveway entrances must be designated to right -turn ingress volumes exceed accommodate all vehicle types having occa- seventy-five (75) vehicles per peak hour. sion to enter the site. The following table presents vehicle *types with their respective - - (2) Number and spacing of driveways. minimum inside and outside turning radii: (a) One driveway shall be permitted for in - Egress Ingress gress and egress purposes to any project. Type (feet) (feet) (b) The approving body may either increase or Passenger car, van, 25 25 reduce the following separation distances pickup based upon a recommendation by the public Single unit truck 35 42 works director after an analysis of street Bus 45 42 frontage trip generation, or other factors, Tractor -trailer (40 45 40 as deemed appropriate: feet) (c) A joint access driveway shall be considered Tractor -trailer (50 45 45 as adequate access. for any two (2) adjacent feet) parcels and shall be encouraged. For a Tractor -trailer (60 45 45 project where more than one driveway is feet) - requested, the applicant shall submit a Driveway entrances off collector and arte- traffic report justifying the need, describing rial routes shall conform with the provi- the internal circulation and parking system, Supp. No. s 952/26 80 July 12, 1994 Boa ' 92 PACE 854