AgdaPkt 2013-01-28 - Laserfiche WebLink

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arrac 7.A. - Page 37 40. To reduce the risk of potential water quality issues, pipe dead-ends shall be avoided, and the pipe system shall be looped to the satisfaction of the City Engineer. 41. The onsite storm drainage system shall be designed so as not to detrimentally impact the City's storm drainage system, to the satisfaction of the City Engineer. 42. The applicant shall provide all field survey data related to the project. The data shall be provided in AutoCad drawing files. 43. The applicant shall retain a Civil Engineer to prepare "as-built" or "record" drawings, and the drawings shall be submitted in AutoCad format. 44. Continuous site inspection shall be provided by a Soils Engineer at the Developer's expense during trenching and backfill operations. The Soils Engineer shall take compaction tests, and shall submit test results to the City Engineer for approval. 45. The radii at the curb returns at the street entrances and at all turns shall accommodate the WB-50 truck turning template. 46. The applicant shall prepare a Notice of Intent (and submit a copy to the City) for the proposed grading operation. 47. Prior to Final Map approval, Applicant shall secure all rights to off-site improvements necessary to serve the Project, to the City Engineer's satisfaction. 48. Minor corrections have been redlined on the submitted check prints and should be corrected and resubmitted by the applicant prior to the Final Map. 49. Any further modifications and/or corrections to the Vesting Tentative Maps are subject to the review and approval of the City Engineer. Fire Department 50. Fire Department access roads shall be required when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access, unless an alternative method or means of protection has been approved by the Fire Marshal. ATIY/RE50.2825/PETE'S HARBOR REV:01-24-13 VR Page 10 of 15