PC-97-97 - Laserfiche WebLink

Resolution No. PC-97-97 Page 9 50. Any access restricting gate to the parking garage shall be equipped with a remote control mechanism to permit emergency activation from the communications console at the Police Department. This shall consist of direct connection hardware, radio control, or other mechanism approved by the Police Department. All access gates shall be identified on the plans submitted for issuance of building permits and the type of remote control mechanism shall be identified. 51. If required by the Police Department, the building( s) shall be equipped with an alarm system, the type to be approved by the Police Department and that this system shall be installed prior to occupancy of the building. Engineering Requirements: 52. The proposed private utilities located in the Public Service Easement (PSE) parallel to Chabot Drive shall be relocated to a position outside the PSE. This change shall be shown on the building permit plan set to the satisfaction of the City Engineer. 53. Backflow devices for the water systems shall be clustered and located by the south entrance driveway. This change shall be shown on the building permit plan set to the satisfaction ofthe City Engineer 54. The paving sections for the on-site parking and drive areas shall be designed on the basis of an R- Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the Director of Building Inspection. The minimum paving section shall be two inches (2") of asphalt concrete (A.e.) on a six inch (6") asphalt base (A.B.). The minimum A.C. pavement slope shall be one percent (1%). For pavement slopes less than one percent (1 %), the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be 0.5%. 55. The developer shall submit a refundable cash bond for hazard and erosion control prior to issuance of an Engineering or Building Department permit. The amount of this bond will be determined by the City Engineer. 56. The developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades and on-site drainage control measures, including concrete-lined V -ditches, to protect all cut and fill slopes from surface water overflow. This plan shall be subject to the review and approval of the City Engineer and/or the Director of Building Inspection prior to the issuance of any building permits. 57. All existing utilities stubbed to the site and not utilized shall be abandoned to the satisfaction of the City Engineer. 58. The design for the line, grade, and structural sections for the streets serving this development shall be subject to final review and approval by the City Engineer.