RES 92217 - Laserfiche WebLink

26. 27. 28. 29. 30. 31. The applicant shall construct a new sewer pump station in the approximate location shown on the plans. The station shall be of sufficient size to handle this development, that portion of the adjacent 9 lot subdivision on the east side of Foothill Road which is intended to be pumped, and ail other future development aiong Foothill Road as determined by the City Engineer. The station shall be equipped with a standby diesel generator. The applicant shail install a gravity sewer line on Foothill Road from "A" Street northerly to the existing gravity sewer main and install individuai sewer laterals to the 9 lots on the east side of Foothill Road. The applicant shail be responsible for the construction of a force main from this new sewage pump station to the existing manhole located on Foothill Road at the northerly end of the development. Unless otherwise approved by the City Engineer ail storm drain pipes in the open space areas shail be revised to concrete lined V-ditches. These ditches shall tie into the street drainage system. All inlets that are not adjacent to a dedicated street shall be privately maintained by the individual homeowners or by the Landscape and Lighting District. All storm drain field inlets shall incorporate a permanent desilting basin and shail comply with the City's urban runoff (non-point discharge) ordinance. Unless otherwise approved by the City Engineer, all public storm drain lines shail be within the street right-of-way. All other lines shail be private and maintained by the individual homeowners or through the Landscape and Lighting District. The storm drainage from each lot shall be directed to the street or an approved storm drain system in accordance with Sections 2907(b)(5) and 7012(d) of the 1988 Uniform Building Code unless otherwise approved by the Building Official and City Engineer. In general, Lots 20 - 29 shail be drained to an on-site catch basin and piped to the nearest public storm drain pipe. All other lots shail have a storm drain laterai stubbed onto the property from the public storm drain system. The westerly property line of Lot 25 shail be adjusted easterly, or the access road to the existing house moved westerly, such that the existing dirt road (proposed for access to the storm drain inlet in Lot 26) road fails outside of Lot 25 and entirely in Lot 38 (Currin lot). The owners of Lots 25 and 26 shail be granted an access easement over this road. Similarly, the cul-de-sac bulb of "F" Street may be modified slightly to encroach further into Lot 26, subject to the approvai of the Planning Director and City Engineer. The proposed graded ditches aiong the property lines shail be adjusted to follow the natural contour such that most of the runoff from the lots is channeled towards the street and into the public storm drain system. There shail be a disclosure to the owner of the downhill lot that some of the natural runoff from the uphill lot must be B-5