96-027 Ordinance - Laserfiche WebLink

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, .? ? ? . . ?.. .. ? ._ _ minimized. The pavement thickness and type shall be adequate for the traffic entering the site with respect to load bearing capacity and maintenance such that the condition of the pavement minimizes interference of vehicles entering the site from the public street. (b) A deposit shall be posted with the City by the applicant for the review of the preliminary plan for all driveways roads and paved areas provided for in subsection (a) hereof. Such deposit shall be made by the applicant prior to any review by the Engineering Department, and the required deposit shall be two hundred fifty dollars ($250.00) per acre of lot size for additions to buildings or for alterations in the site layout of paved areas. Preliminary plan review activities shall include review of preliminary site layout plans, grading plans and traffic engineering reports or studies. The cost of review shall be calculated on the basis of sixty dollars ($60.00) for each hour spent by the City Engineer or Assistant City Engineer in such review. If the deposit is more than the actual cost, the remainder shall be refunded when the project is completed, if the project is rejected by the City or withdrawn by the developer. If the cost of the preliminary review is greater than the deposit, the deficient amount shall be paid to the City by the developer before construction is permitted. 905.99 PENALTY Whoever violates or fails to comply with any provision of this Chapter is guilty of a minor misdemeanor. A separate offense shall be deemed committed each day during or on which a violation or noncompliance occurs or continues." BE AND THE SAME IS HEREBY AMENDED, AND AS AMENDED SHALL READ AS FOLLOWS: "905.01 CONDOMINIUM COMPLEXES. All driveways and service roads located on private property within condominium complexes and which are either owned in common are prospectively to be owned in common by condominium owners shall be constructed with a minimum of seven inches in thickness of reinforced concrete pavement meeting the following specifications: Class C concrete; pour with four-inch slump; use membrane sealer for curing; two-inch leveling course and fully compacted sub-base; steel reinforcing mesh with fifty-eight pound steel per 100 square feet; concrete strength to exceed 4,000 p.s.i. after twenty-eight days. 905.02 APARTMENT HOUSES, COMMERCIAL BUILDINGS, ETC. All driveways, service roads, parking areas and unloading areas located on private property serving apartment houses, retail buildings, office buildings, service buildings, industrial buildings, and all buildings other than single or two-family buildings shall be constructed according to plans approved by the City Engineer. The grading shall be such that surface drainage onto the public right of way from the development is minimized. The pavement thickness and type shall be adequate for the traffic entering the site with