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will enter the swale from the street. Additionally, the street section with the trail shall be modified to show the location of the trail relative to the street section. 55. The streets within the development, including the drive isles leading to the parking along Owens Drive and Willow Road, shall be private and maintained by the owner. As such, the owner shall dedicate to the City an emergency vehicle access easement over these private streets and drive isles. 56. The on-site utilities shall be private and maintained by the owner. As such the Public Service Easement (PSE), Waterline Easement (WE), Sanitary Sewer Easement (SE), and Storm Drain Easement (SD) shall be removed from future plan submittals to the City of Pleasanton. 57. The entrance into the proposed angled parking on Owens Drive shall be adjusted to allow drivers to maneuver into the drive isle more easily as determined by the City Traffic Engineer. Additionally, the exit onto Owens Drive shall be re- configured such that vehicles exiting onto Owens Drive are more perpendicular to the street to allow for better visibility. 58. Unless otherwise approved by the City Engineer, the proposed entrance off Owens Drive shall be increased to 26-feet. 59. Any proposed driveways, street lights, street signs or sidewalks along Owens Drive and Willow Road shall be privately maintained and meet Hacienda guidelines. 60. The applicants' engineer/surveyor shall prepare all plots and descriptions' for the City to abandon portions of the City street right of way and Public Service Easements. Said plots and descriptions' shall be submitted to the City before a grading permit is issued for the site. 61. The sidewalks at the entrance street of Owens Drive and Willow Road shall be redesigned such that the ramp for the handicapped intersects the midpoint of the curb return, unless otherwise approved by the City Engineer. 62. The trail along the project's easterly boundary shall be granted in fee to the City of Pleasanton by separate instrument before the first building permit is issued for the site, unless otherwise approved by the City Engineer. 63. The design of the on-site sanitary sewer system shall be modified such that that size and slope of the private sanitary sewer main maintain a minimum velocity of 2 feet per second unless otherwise approved by the City Engineer. The sanitary sewer mains connecting to the City main sewer shall have a sampling manhole unless otherwise approved by the City Engineer. PUD-85-08-12D and P11-0856 Hacienda TOD Site 1, BRE Conditions of Approval 9 of 35 Mixed-Use Development