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8.A. - Page 23 ATTACHMENT 1 required if it necessitates the demolition of existing structures which are within the necessary setback area, and which are not intended to be removed as part of the proposed project. Section 13. Section 2.8.3-C-2 is hereby amended to read as follows: 2. Guidelines a. The Building Base Length Articulations should be created using a pilaster. Building Base Pilasters should have the following characteristics: • The horizontal width of a protruding pilaster or pier should be at least 18 inches wide, but should not exceed 4 feet in width. • The depth of the protruding pilaster should be at least 12 inches �z ^f �ho r�iloc��+r�l�h /coo Ruilrlinn Roco Diloc�� �• • A Plinth treatment, as described above. • A cap treatment, such as a darker color, a visible thickening, a crown mold, or a column capital. Section 14. Section 2.8.3 is hereby amended to add the following subsection (F) after subsection (E): F) General Private Frontage Regulations 1. Standards a. All street-facing or public open space-facing portions of the ground floor fa�ade between Building Base Length Articulation elements shall be known as a Building Base Bay. Each Building Base Bay shall have one designated Private Frontage type. One Building Base Bay may not be divided between two Frontage Types, establishments, or dwelling units. b. A property's permitted Private Frontage Types are determined by Corridor Type as shown within the Fa�ade Composition Regulation Chart. All permitted Frontage Types for a single Corridor Type are allowed either a/one or in combination with any other permitted Frontage Type within a single building or along the property frontage of the specified Corridor Type. All portions of the ground ATTY/RES0.2237/AMENDING BOOK II OF THE DTPP REV:05-10-12 VR Page 15 of 21