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■ Unit 13: 104 feet from north property line & 112 feet from west property line for principal structure, 109 feet from north property line & 112 feet from west property line for deck/patio. � Units 14: 112 feet & 94 feet from west property line for principal structure, 90 feet & 95 feet from west property line for deck/patio. � Unit 15 — 20: 182 feet from the west property line for principal structure; 172 feet from west property line for deck/patio. ' Units 21 and 22: Open space is rear yard. Setbacks are based on periphery property line. Side Yard Units 2 and 3, 4 and 5, 16 and 17, 18 and 19, have a minimum building separation of 20 feet between structures. Unit 6 and 7 have a minimum separation of 20 feet between structures; and Units 8 and 9,10 and 11, 12 and 13 have a minimum separation of 40 feet between structures. 59 Masterpiece Homes will subdivide the property into a Community In Common (CIC) plat. The Stonecrest plat indicates 23 lots (22 townhome lots and one large lot that incorporates all common open space areas) to be created out of the 6.9 acre (300,564 square foot) site. These lots are 46 feet wide by 103 feet deep, totaling 104,236 square feet or 38% of the development. The lots will be owned under the structure and e�tending roughly 5 to 17 feet from the structure. 5.10 The development proposes to dedicate 28,204 square feet (9.4%) of street right-of-way; have a minimum townhome unit footprint of roughly 1,860 square feet; attached three sta11 garages between 560 to 600 square feet or 58,680 total square feet of structure footprint; and driveway area (excluding that in street right-of-way) totaling 28,200 square feet, for a total of 86,880 square feet or 32% impervious coverage; the remaining area, 185,480 square feet (58%) will be either common area owned by an association or individual property owner open area. 5.11 Traffic generation (Source: Institute of Traffic Engineers — Traffic Generation Manual) is estimated to be from 7 to 11 vehicles per housing unit or a total of 154 to 242 trips which will enter or leave the cul-de-sacs to County Road B during a given 24 hour day. The peak PM hour should range from 8 to 12 vehicle trips. This includes vehicles such as the mail truck and garbage pick-up. County Road B with 2,550 ADT (2000) trips per day in this location is not at capacity for an "A" Minor Arterial street and can easily absorb the added trips (a "trip" is defined as one vehicle entering or leaving a lot). It is estimated that County Road B will have 4,950 ADT by 2020 if the connection to 280 is not eliminated. 5.12 Utility services � City water, sanitary sewer, and storm sewer have the required capacity in this area to serve the proposed Stonecrest development. PF3417 — RCA Final Development Plan 093002 Page 4