SU0006226 - Laserfiche WebLink

Home Browse Search

development would provide access from Mountain House Parkway and Grant Line Road. "R" Drive would provide the main access into the development from Mountain House Parkway. It would extend through the non-residential area, crossing De Anza Boulevard, extending through a portion of the residential neighborhoods where it"T's" into"I"Street. "C" Drive would provide the primary access from Grant Line Road.A third collector street, "H"way would extend from "S" Street to"C"Drive. Neighborhood Entries would be developed at the intersections of Grant Line Road and"C" Drive, De Anza Boulevard and "S" Street, and"J" Drive and De Anza Boulevard. Arterial Entries would be developed at the intersections of Grant Line Road and De Anza Boulevard and"R" Drive and Mountain House Parkway. One Community Entry would be developed at the intersection of Grant Line Road and Mountain House Parkway.All roadways and entries would be developed in accordance with Specific Plan III and the Mountain House Community Services District design standards. o Drainage. The storm drain system for the project would consist of gravity-flow pipelines (i.e., storm drains)with lateral pipes to catch basins (drop inlets)installed at intervals along the street gutters. In keeping with the policies of the 1994 Master Plan, the applicant would be required to prepare a post-development Storm Water Master Plan (SWMP)that includes provisions addressing: (1)public education and outreach on stormwater impacts; (2)public involvement/participation; (3)illicit discharge detection and elimination; (4)construction site storm water runoff control; (5)post construction storm water management; and (6) pollution prevention/good housekeeping for municipal operations. The applicant would submit the SWMP to the County when submitting project improvement plans. The County and the MHCSD would review these plans prior to Final Map approval. o Water Supply. Water supply would be provided by the MHCSD from the water treatment plant located on the north side of Byron Road. Pipelines would be extended along DeAnza Boulevard from Neighborhood D as well as from Grant Line Road. [Note: MHCSD is processing an agreement with the San Joaquin Delta Community College District for a site for two 3.7 million gallon treated water storage tanks at the northeast corner of the community college campus proposed in Specific Plan III. One reservoir to serve pressure zone two must be constructed before development of the Machado property can occur. In addition,two booster pump stations must be constructed to provide sufficient flow and pressure to meet peak hour and fire fighting demands. The first is required to serve the project site. The second tank and pump station will be constructed as later phases of the Mountain House Community are developed. The piping system at the storage tank and pump station site will be designed so the pump stations can draw water from either tank, thereby providing flexibility to system operation (West Yost, 2004). Until agreement is reached with the College District, MHCSD will retain all other options for treated water storage tank sites. These options include the alternative site in Alameda County where Grant Line Road crosses the county line, which is owned by Trimark Communities, LLC, and the developer of Specific Plan II. The applicant for the Machado property must pay his fair share of the costs of the Zone 2 tank, pressurization pump station, and distribution pipelines to the Machado site. The applicant would also pay all the costs of developing the project site.] o Wastewater. MHCSD would provide wastewater service. The MHCSD operates a wastewater treatment plant located north of Byron Road. The sanitary sewer lines would extend from the treatment plant, north to the project site along De Anza Boulevard from Neighborhood D on the north side of the proposed development. This sewer line would be a 12-inch-diameter pipe from which the smaller pipelines would connect within the proposed development. The sewer lines would be installed along the streets prior to paving. 9