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Where a public water supply main is reasonably accessible, in the judgment of the Planning Commission, the subdivision shall be provided with a complete loop type water distribution system adequate to serve the area being platted, including a connection for each lot and fire hydrants spaced in accordance with the requirements of the National Board of Fire Underwriters. Where public water supply is not available within a reasonable distance, the average size of the lots shall be not less than 20,000 square feet. The entire water system shall be designed to meet the approval of the Engineer. (Ord. 1973-10. Passed 1-8-74.)
Where a public sanitary sewer main is reasonably accessible, in the opinion of the Planning Commission, the subdivision shall be provided with a complete sanitary sewer system, connected with such public sewer main, including a lateral connection for each lot. Where a public sanitary sewer main is not reasonably accessible, the subdivision shall be provided with a community sewage treatment plant or disposal facilities of a type meeting the approval of the Engineer and County Board of Health.
(Ord. 1973-10. Passed 1-8-74.)
Construction plans for the following improvements shall be furnished in accordance with the Construction and Material Specifications of the Village in effect at the time the improvements are made and shall receive approval of the Engineer before improvements are installed, and before approval of the final plat:
(a) Centerline profile of each proposed street showing tentative grades.
(b) Cross-section of each proposed street, showing width and type of pavement, location and width of sidewalks, location and size of utility mains.
(c) Plans and profiles of proposed sanitary sewer and storm water sewers showing grades and sizes, or method of sewage or storm water disposal in lieu of sewers.
(d) A plan of the proposed water distribution system, showing pipe sizes and the location of valves and fire hydrants.
(e) A drainage plan showing all existing and proposed storm sewers, manholes, catch basins, watercourses, culverts and other underground structures within the tract and immediately adjacent thereto, with pipe sizes and grades, and waterway openings indicated thereon. The grading plan shall show the method to be used for adequate disposal of all storm water, including drainage outlets, and such other data as may be required by the Engineer.
(Ord. 1973-10. Passed 1-8-74.)
Prior to starting any of the work covered by the above plans, after approval thereof, arrangements shall have been made to provide for inspection of the work sufficient, in the opinion of the Engineer, to insure compliance with the plans and specifications as approved.
(Ord. 1973-10. Passed 1-8-74.)
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