ORD 1962 - Laserfiche WebLink

maintained by the individual property owners. The pump locations shall be shown on the individual homes' grading/utility plans submitted with the building permit plans to the satisfaction of the Chief Building and Safety Official. g. Install a pressure reducing station at the tie-in to the Bonde II reservoir. Additionally, a connection for a temporary emergency booster pump shall be installed on the "B" Zone side ahead of the new pressure reducing station unless otherwise approved by the City Engineer. h. An access road shall be provided to the detention ponds and the storm drain outfalls from the public streets. The developer's geotechnical engineer shall work with the Planning Director and the City Engineer to determine the width, slope, and composition of the roads in the context of the approved mitigation monitoring plans. i. Unless otherwise approved by the City Engineer, a drainpipe shall be located within the tank access road, Court 4, and "A" Street for the purpose of draining the "B" Zone reservoir. This pipe shall be independent of the storm drain system for the lots and streets and shall discharge into a detention pond as approved by the City Engineer. The design shall ensure that discharge from the "B" Zone Reservoir -either overflow or planned flushing -will not impact the natural drainage courses. j. The typical section showing the lot drainage shall be revised as follow: • The storm drain pipe shall be located in the centerline of the street to provide required clearance between the water line(s) and the sanitary sewer line. • There shall be a manhole or curb inlet structure at the connection of the lot drainage lateral and the storm drain pipe within the street unless otherwise approved by the City Engineer. k. The typical street section for the extension from Hearst Drive and cul-de-sac shall be revised as follows: • The Public Service Easement (PSE) shall be 8-feet in width measured from the property line (back-of-curb where no sidewalk is to be constructed; back of sidewalk where there is to be a sidewalk). Unless otherwise approved by the City Engineer, the first 5-feet of the easement shall be graded at 2 percent towards the street. • The planter strip shall be a minimum width of 6 feet measured from the face-of-curb to the edge-of-sidewalk. If the planter strip is to be used as a bioswale, the width of the planter may have to be widened as directed by the City Engineer. The project developer's engineer shall submit preliminary calculations for the bioswale to the City Engineer for review and approval. Page 17 of 39