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57. The applicants' engineer/surveyor shall prepare all plots and descriptions' for the <br /> City to abandon portions of the City street right of way and/or Public Service <br /> Easements. Said plots and descriptions' shall be submitted to the City before a <br /> grading permit is issued for the site. <br /> 58. The sidewalks at the entrance street of Gibraltar Drive or Hacienda Drive shall be <br /> redesigned such that the ramp for the handicapped intersects the midpoint of the <br /> curb return, unless otherwise approved by the City Engineer. <br /> 59. The trail along the project's northerly boundary shall be offered to the City of <br /> Pleasanton before a grading permit is issued for the site unless otherwise <br /> approved by the City Engineer. The fee title for the trail shall be dedicated either <br /> on a subdivision map or be recorded by separate instrument. <br /> 60. The design of the on-site sanitary sewer system shall be modified such that that <br /> size and slope of the private sanitary sewer main maintain a minimum velocity of <br /> 2 feet per second unless otherwise approved by the City Engineer. The sanitary <br /> sewer mains connecting to the City main sewer shall have a sampling manhole <br /> unless otherwise approved by the City Engineer. <br /> 61. The applicant shall enter into a private maintenance agreement with the adjacent <br /> property owner that conveys stormwater through this site or the storm drain <br /> system for the adjacent property shall be keep separate from this development. If <br /> an agreement is necessary it shall be reviewed and approved by the City <br /> Attorney's office before an on-site permit is issued for the site. Said agreement <br /> shall be recorded before the project is finaled. <br /> 62. A detailed grading and drainage plan, prepared by a licensed Civil Engineer, <br /> including all supporting information and design criteria, storm drain treatment <br /> calculations, and hydromodification worksheets, etc., shall be submitted with the <br /> Phase I improvements. The calculations shall demonstrate to the satisfaction of <br /> the City Engineer that there is sufficient capacity within the proposed detention <br /> system to allow for both hydromodification and storm water treatment for this <br /> development. With the first plan check, the applicant's engineer shall submit the <br /> hydromodification calculations and storm drain drawings to the City. <br /> 63. The applicant shall provide calculations demonstrating that the stormwater <br /> treatment facilities are in conformance with the California Regional Water Quality <br /> Control Board, San Francisco Region, Municipal Regional Stormwater NPDES <br /> Permit, Order R2-2009-0074, NPDES Permit No. CAS612008, October 14, 2009. <br /> Said treatment facilities shall include the provisions for trash removal device(s) <br /> within the storm drain system. <br /> 64. The fire protection water main shall be private beyond the backflow prevention <br /> devise. There shall be a fire (water) sprinkler line connection to Gibraltar Drive or <br /> PUD-81-30-86D and P11-0856 Hacienda TOD Site 2, BRE <br /> Conditions of Approval 9 of 33 Mixed-Use Development <br />