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M (1) A minimum number of loading spaces or berths shall be provided and maintained as follows: Over 5,000 but not over 24,999 Restaurants & Industrial: 1 25,000 59,999 Industrial & Commercial: 2 60,000 119,999 Industrial & Commercial: 3 120,000 199,999 Industrial & Commercial: 4 Over 200,000 Industrial & Commercial: 5 Note: packing houses shall provide loading spaces as specified.in.section 954.05, also convalescent homes shall provide a loading space as specified in section 954.05. (2) Loading rspaces or berths shall have minimum dimensions of fourteen (14) feet by thirty (30) feet, plus each space or berth shall have an additional two hundred and fifty (250) square feet of loading or maneuvering area immediately contiguous to the space or berth. (3) Any facility required to have loading facilities may be permitted to have a driveway of a width adequate to handle the size of the delivery vehicles. The width of the driveway is to be approved by the public works director or his designee • - • -- (4) Service alleys or driveways shall have minimum width of twenty (20) feet. C. Section 954.10(1), (2), (3), (4), (5), and (6) are hereby amended to read as follows. Off-street parking pavement types. Off-street parking areas shall be constructed of one of the following pavement types: (1) Flexible pavement consisting of a subgrade, base course, and asphalt surface course to be constructed in accordance with the following (a) through (e): (a) :A six -inch -thick homogenous subgrade mixed and stabilized to a Florida bearing value (FBV) of fifty (50) psi minimum and compacted to a minimum of ninety-eight (98) per cent of maximum density (AASHTO T-180). (b) A six -inch -thick limerock or cemented coquina base compacted to a ninety-eight (98) per cent maximum density (AASHTO T-180) or a six -inch - thick soil -cement base having a minimum seven (7) day compressive strength of three hundred (300) psi and compacted to ninety-eight (98) per cent maximum density (using ASSHTO T-280-). (c) A D.O.T.-approved bituminous prime coat of grade RS -70 or RC -250 applied from ten - hundredths to thirty-five hundredths of a gallon per square yard. (d) A compacted one -inch -thick D.O.T. Type II asphaltic concrete surface course. Coding: Words in • • -• • type are deletions from existing law. Words underlined are additions. Building(s) Size in Sq. ft. No. of Spaces/Berths Over 5,000 but not over 24,999 Restaurants & Industrial: 1 25,000 59,999 Industrial & Commercial: 2 60,000 119,999 Industrial & Commercial: 3 120,000 199,999 Industrial & Commercial: 4 Over 200,000 Industrial & Commercial: 5 Note: packing houses shall provide loading spaces as specified.in.section 954.05, also convalescent homes shall provide a loading space as specified in section 954.05. (2) Loading rspaces or berths shall have minimum dimensions of fourteen (14) feet by thirty (30) feet, plus each space or berth shall have an additional two hundred and fifty (250) square feet of loading or maneuvering area immediately contiguous to the space or berth. (3) Any facility required to have loading facilities may be permitted to have a driveway of a width adequate to handle the size of the delivery vehicles. The width of the driveway is to be approved by the public works director or his designee • - • -- (4) Service alleys or driveways shall have minimum width of twenty (20) feet. C. Section 954.10(1), (2), (3), (4), (5), and (6) are hereby amended to read as follows. Off-street parking pavement types. Off-street parking areas shall be constructed of one of the following pavement types: (1) Flexible pavement consisting of a subgrade, base course, and asphalt surface course to be constructed in accordance with the following (a) through (e): (a) :A six -inch -thick homogenous subgrade mixed and stabilized to a Florida bearing value (FBV) of fifty (50) psi minimum and compacted to a minimum of ninety-eight (98) per cent of maximum density (AASHTO T-180). (b) A six -inch -thick limerock or cemented coquina base compacted to a ninety-eight (98) per cent maximum density (AASHTO T-180) or a six -inch - thick soil -cement base having a minimum seven (7) day compressive strength of three hundred (300) psi and compacted to ninety-eight (98) per cent maximum density (using ASSHTO T-280-). (c) A D.O.T.-approved bituminous prime coat of grade RS -70 or RC -250 applied from ten - hundredths to thirty-five hundredths of a gallon per square yard. (d) A compacted one -inch -thick D.O.T. Type II asphaltic concrete surface course. Coding: Words in • • -• • type are deletions from existing law. Words underlined are additions.