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EXHIBIT "A" PLANNING COMMISSION RESOLUTION N0. 2413 JANUARY 11, 1984 12, That the developer process a minor subdivision application in order to remove or revise existing parcel property lines. 13. That the developer revise the laning on Johnson Drive to provide for one through lane in each direction and a left-turn lane into the site. (See attached cross- section A) 14. That the developer construct right-turn lanes into the site at each driveway entrance. (See attached cross- section B) 15. That the developer construct a combined bikeway and pedway across the entire frontage of the development to the satisfaction of the City Engineer. This may be combined with the proposed jogging train. 16. That the developer submit a site development plan in accordance with the Survey Ordinance (Article 3, Chapter 3, Title II), and that this plan be approved by the City Engineer prior to the issuance of a building permit. 17, That the site development plan include all required information to design and construct site, grading, paving, drainage and utilities. Specific items to be indicated on the site development plan necessary to construct storm, sewer and water systems are: a. Type of pipes to be used (storm, sewer, water); b. Length of pieps in linear feet (storm, sewer, water); c. Slopes of pipes (storm and sewer); d. Invert elevations at each inlet or junction structure (storm and sewer); e, Horizontal control necessary to set relationships between buildings, parking, curb and gutter and storm, sewer and water; f. Show top of pipe and bottom of pipe elevations where pipes cross under or over one another; g. Differentiate between public and private systems. h. Landscape areas, parking stalls, driveway aisles, buildings, curbs and gutters shall have horizontal control dimensioning indicated on site development plan. 18. That the paving sections for the on-site parking and drive areas 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 City Engineer. The minimum paving section shall be 2" A.C, on 6" of A.B, The minimum A.C. pavement slope shall be 1B. For pavement slopes of less than 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 Q.58.