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<br />Page 43 <br /> <br />d, Locations and profiles of adjacent utilities, <br />e. Typical channel section and lining details, <br /> <br />*13. Storm sewers shall be indicated and the following information <br />shown: <br /> <br />a, Profile grade line of pipes with water surface profile and <br />hydraulic grade line. <br />b. Invert elevations at each manhole and inlet and grades <br />between manholes and inlets, <br />c, Locations and elevations of adjacent and intersecting <br />utilities, <br />d, Flows for both initial and major storms at each design <br />point, <br />e. Easements required. <br /> <br />*14, Outlet Structure Details <br /> <br />*15, All hydraulic structure details in conformance with design, <br /> <br />16, Seal by professional engineer licensed to practice in Colorado, <br /> <br />17, Standard notes, <br /> <br />Required Notes on Drainage Plan, <br /> <br />"No building, structure, or fill will be constructed in the <br />detention areas and no changes or a1 terations affecting the <br />hydraulic characteristics of the detention areas will be made <br />without the approval of the City Engineer," <br /> <br />"On those detention areas not under city control, maintenance <br />and operation of the detention areas will remain the respons- <br />ibility of the property owner, If the property owner fails in <br />this responsibility, the city has the right to enter the proper- <br />ty, maintain the detention areas, and require reimbursement for <br />the costs that are incurred," <br /> <br />C. OTHER <br /> <br />Substantiating documents relating to discussions or agreements with <br />local jurisdictions, utility companies, irrigation companies or <br />local property owners, <br />