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City of San Leandro 2824 Halcyon Drive Residential Project 6 northeastern court that both connect to the public street connecting Elderberry Way to Muscari Street. The project would result in a density of 7.5 dwelling units per acre on the project site. On the southeast corner of the project site would be a 4,877 square foot privately-owned open space area for residents’ passive use, identified in the site plans as Parcel A. On the northern end of Parcel A would be a communal mailbox station for the project’s occupants. The proposed site plan is shown in Figure 3. Table 2 shows a summary of Plans 1, 2, and 3 and the Farmhouse and Craftsman design variations. Table 2 Residential Dwelling Summary Plan Proposed Number to be Built Height Lot Coverage Plan 1 1A Farmhouse 2 27’-0” 36% 1B Craftsman 2 24’-6” 35-39% Plan 2 2A Farmhouse 4 28’-8” 29-33% 2B Craftsman 3 25’-10” 31-35% Plan 3 3A Farmhouse 3 28’-4” 36-38% 3B Craftsman 4 25’-5” 32-39% Total 18 Site Access, Parking, and Circulation Vehicular access to the site would be provided via one new public street through the project site. The new public street would run through the project site and connect two existing streets, Muscari Street to the northwest and Elderberry Way to the southeast of the site. Two courts, one located at the southwestern corner and the other located at the northeastern corner of the project site, would feed into the new public street connecting it to Muscari Street and Elderberry Way as shown in Figure 3. The project would include a total of 82 parking spaces on site. Of the 82 spaces on site, there would be 36 garage spaces, 36 driveway spaces, and 10 on-site street parking spaces. Pedestrian access would be available via sidewalks that would be constructed along both sides of the one new public street connecting Muscari Street and Elderberry Way. Drainage The project would increase the amount of impervious surfaces on the project site with pavement and roof area for a total of 75,760 square feet. Impervious surfaces would cover approximately 72 percent of the project site. There would be approximately 353 percent more impervious surface on the site than currently exists. The project drainage system and site grading would largely direct stormwater runoff through bioretention areas towards Parcel A at the southeastern edge of the proposed project site as shown in Figure 3.