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<br />Resolution No. PC-96-52 <br />Page 14 <br /> <br />51. The applicant shall submit a refundable cash bond for hazard and erosion control prior to <br />issuance of an Engineering or Building Department permit. The amount of this bond will <br />be determined by the City Engineer. <br /> <br />52. Water and sanitary sewer mains shall be public and will be maintained by the City of Pleas- <br />anton. Streets and storm drains within the project shall be private and shall be maintained <br />by the homeowners association. <br /> <br />53. Individual water and sanitary sewer laterals shall be provided to each building, with a two- <br />way cleanout on each sanitary sewer lateral located at the back of the P.S.E. <br /> <br />54. An overland storm drain release to the Arroyo Del Valle shall be provided at the western- <br />most catch basin unless otherwise required by the City Engineer. <br /> <br />55. Buildings' foundations located adjacent to utility lines shall be designed so that the struc- <br />ture's weight does not bear-down on the underground pipes, unless otherwise required by <br />the City Engineer and the Building Official. <br /> <br />56. Existing utilities stubbed to the site shall be abandoned to the satisfaction of the City <br />Engineer. <br /> <br />57. The paving sections for the on-site private street, parking, and driveway areas shall be de- <br />signed on the basis of an R-Value test and a traffic index to carry the anticipated traffic <br />loads. This design shall be subject to the approval of the Director of Building Inspection. <br />The minimum paving section shall be two inches (2") of asphalt concrete (A.C.) on a six <br />inch (6") asphalt base (A.B.). The minimum A.C. pavement slope shall be one percent <br />(I %). For pavement slopes of less than one percent (I %), the surface runoff shall be car- <br />ried in a concrete gutter to an acceptable point of discharge. The minimum slope for con- <br />crete gutter shall be 0.5%. <br /> <br />58. The developer shall submit a final grading and drainage plan prepared by a licensed civil <br />engineer depicting all final grades and on-site drainage control measures, including <br />concrete-lined V -ditches, to protect all cut and fill slopes from surface water overflow. <br />This plan shall be subject to the review and approval of the City Engineer and the Director <br />of Building Inspection prior to the issuance of any building permits. <br />59. The developer shall grant an easement to the City over those parcels needed for public serv- <br />ice easements (P.S.E.) and which are approved by the City Engineer or other easements <br />which may be designated by the City Engineer. <br /> <br />60. Electric power distribution, gas distribution, communication service, Cable television, and <br />any required alarm systems shall be installed underground in a joint utility trench unless <br />otherwise specifically approved by the City Engineer or Director of Building Inspection for <br />on-site. <br />