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the westerly line of the PSE and the face of the buildings. The exact location shall be approved by the City Engineer. 53. Each of the buildings water service and the irrigation water service within the project shall be served with a separate water service from the City's water main in the street, including backflow device. The project applicant or developer may install the services from a manifold from a larger lateral crossing the public street. The exaction locations of the water services shall be shown on the improvement plans and to be approved by the City Engineer. 54. The design of the on -site sanitary sewer system shall be modified such that that the size and slope of the sanitary sewer main maintain a minimum velocity of two -feet per second unless otherwise approved by the City Engineer. A sanitary sewer lateral with sampling manhole shall be provided to each building within both phases of the development unless otherwise approved by the City Engineer. 55. Unless otherwise determined by the City Engineer, the sanitary sewer line serving the Phase 1 Major Tenant #1 building and Building Pads #1, #2 and #4 along Bernal Avenue shall tie into the six -inch lateral stubbed to the site on Bernal Avenue; the sanitary sewer main in front of the Phase 1 Building Pad 3 and Shops Building #4 shall be eliminated; and a new sewer main shall be installed between the Phase 1 Building Pad #3 and Major Tenant #2 and shall connect to the sewer main fronting Major Tenant #2. 56. All restaurant/food preparation uses shall install a grease interceptor on the building sewer lateral. This detail shall be shown on all building permits and /or tenant improvement permits to the satisfaction of the City Engineer. 57. The proposed main storm drain line along the westerly side of the development within the Phase 11 portion of the project shall be constructed with the Phase! improvements. 58. A detailed grading and drainage plan prepared by a licensed Civil Engineer including all supporting information and design criteria, storm drain treatment calculations, and hydromodification worksheets, etc., shall be submitted with the Phase 1 improvements. The calculations shall demonstrate to the satisfaction of the City Engineer that there is sufficient capacity within the existing detention pond on the Bernal Property to allow for both hydromodification and storm water treatment for both the future development of Bernal Park and Phase 1 and 11 of this development. Prior to the first plan check, the project applicant or developer's engineer shall submit the storm drain drawings and hydromodification calculations to the City Engineer for review. The hydromodification calculations shall be peer reviewed by the City's consultant, with the peer review costs paid for by the project applicant or developer subject to the peer review procedures established by the City Engineer. 59. Based upon the storm drainage analysis required in Condition No. 55, subject to the review and approval by the City Engineer, the project applicant or developer shall be responsible for making any modification to the existing detention pond for any additional storage including any modifications of the existing outfall to allow sufficient capacity for stormwater treatment and hydromodification. 60. The site plan layout is conceptually acceptable at this time for Phase 1; the project applicant or developer shall provide calculations to show the stormwater treatment 19