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• The private front, side, and rear yard landscape and irrigation designs for the lots covered by this approval shall conform to Exhibit "E-2", "Oak Grove Open Space & Common Area Design Guidelines" dated March, 2007 prepared by Berger, Detmer, Ennis Architects and M. D. Fotheringham, Landscape Architects, Inc. d. The building and landscape design review procedures for Lots 1 through 51 shall conform to the procedures defined in Exhibit "E-1 ", "Oak Grove Residence Lot Design Guidelines" dated March, 2007 prepared by Berger, Detmer, Ennis Architects and M. D. Fotheringham, Landscape Architects, Inc. e. All lots shall be designed and graded with balanced cut and fill in order to prevent the off-haul of graded material beyond the limits of this development. The Planning Director and the City Engineer may, based upon a comprehensive grading plan, permit a private lot developer to export/import graded material to/from another lot in the development. If no opportunity is present, the lot developer may be allowed to import/export material beyond the limits of this development with the approval of a modification of the PUD development plan including an environmental determination. Engineering Requirements X39. The sanitary sewer gravity main and the sanitary force main and pump stations serving Lots 30 through 32 are private and shall be maintained by the individual property owners or the Homeowners Association, as determined in the CC&R's. 3-40. Lots 10, 26, and 51 require individual, sanitary-sewer ejector pumps and force mains. The ejector pumps and force mains for these lots shall be provided by the individual lot owners, are private, and shall be maintained by the individual property owners. Other lots may be required to provide such infrastructure and shall be determined through engineering design and shall be shown on the grading/utility plans of the building permit plans for these lots to the satisfaction of the Chief Building and Safety Official. 3-41. The project developer shall show to the satisfaction of the City Engineer the following changes on the tentative subdivision map and/or the grading/utility plans submitted with the tentative map: a. The sanitary sewer line within the access road to the water reservoir/staging area and restroom shall be eight inches in diameter unless otherwise approved by the City Engineer. b. The sanitary sewer mains and laterals within the street rights-of-way shall be PVC SDR 26 unless otherwise approved by the City Engineer. There shall be a two-way cleanout on the gravity sanitary sewer lateral for each lot, located at the back of the curb. Cit ~ Council October 2, 2007 Page 17 of 41