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<br />Rear Yard <br />· Units 1 -7 (Block 1): 40 feet for structure and 29 feet for deck/patio. <br />· Unit 8 (Block 1): 50 feet for structure and 44 for deck/patio. <br />· Unit 9 (Block 1): 94 feet fro structure and 84 feet for deck/patio. <br />· Units 10, 11 and 12 (Block 1); 55 feet for structure and 45 feet for deck/patio. <br />· Unit 13 (Block 1): 80 feet for structure and 71 feet for deck/patio <br />· Unit 14 (Block 1) 50 feet for structure and 43 feet for deck/patio. <br />· Units 15 18 (Block 1): 35 feet for structure and 24 feet for deck/patio. <br /> <br />Side Yard <br />· 26 foot minimum separation between 2 unit structures. <br /> <br />4.7 Masterpiece Homes will subdivide the property into a Community In Common (CIC) <br />plat. The preliminary plat indicates 24 townhome lots to be created out of the 6.9 acre <br />(300,564 square foot) site. These lots are 46 feet wide by 102 feet, totaling 112,608 <br />square feet or 37% of the development. The lots will be owned under the structure and <br />extending 5 to 17 feet from the structure. <br /> <br />4.8 The development proposes a minimum house footprint indicated is roughly 1,860 square <br />feet in size, excluding the attached three stall garage, estimated to be 560 to 600 square <br />feet and the development will dedicate 58,730 square feet (20%) of street right-of-way; <br />have 129,226 square feet (53%) of common area owned by association; 53,568 square <br />feet (22%) individual property owner open area; resulting in approximately 31 % <br />impervious coverage for the development. <br /> <br />4.9 The Roseville City Code requires new two-family attached units to have a minimum <br />structure setback distance between buildings of 20 feet. The proposed PUD has a <br />minimum structure separation of 26 feet. Some driveway accesses will be shared to <br />reduce impervious surface coverage. <br /> <br />4.10 Traffic generation (Source: Institute of Traffic Engineers - Traffic Generation Manual) is <br />estimated to be from 7 to 11 vehicles per housing unit or a total of 168 to 264 trips which <br />will enter or leave the cul-de-sacs to County Road B during a given 24 hour day. The <br />peak PM hour should range from 8 to 12 vehicle trips. This includes vehicles such as the <br />mail truck and garbage pick-up. County Road B with 2,550 ADT (2000) trips per day in <br />this location is not at capacity for an "A" Minor Arterial street and can easily absorb the <br />added trips (a "trip" is defined as one vehicle entering or leaving a lot). It is estimated <br />that County Road B will have 4,950 ADT by 2020 if the connection to 280 is not <br />eliminated. <br /> <br />4.11 Utility services - City water, sanitary sewer, and storm sewer have the required capacity <br />in this area to serve the proposed Stonecrest development. <br /> <br />4.12 The attached proposal illustrates the proposed street with cul-de-sac, house pads with <br />structure footprint and driveways, and the common area. <br /> <br />PF3357 RCA PUD Concept 081902 Page 3 <br />