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1 c('oer) _ .~) J ,j { ;' .,~ . g. An accurate soil report of the proposed subdivision indicating soil condi tions, properties, permeability and slope, acceptable to the City. h. Utilities on or adjacent to the property, including location, size and invert elevation of public sanitary and storm sewers; location and size of water mains; location of gas mains, high pressure lines, fire hydrants, electric and telephone lines, and street lights. The direction and distance to, and size of, such facilities shall be indicated, showing invert elevation of sanitary and storm sewers, including catch basins, manholes and hydrants. SUch data may be that available from City plans, and the source thereof so noted, unless such utilities are located on the subject property. In all instances, they shall be field checked as far as practicable. 3. SUbdivision Design Features. a. Layout of proposed streets showing the right-of-way widths, centerline gradients, typical cross sections, and proposed names of streets. The name of any street heretofore used in the City or its environs shall not be used unless the proposed street is a logical extension of an already named street, in which event the same name shall be used. Street names shall conform to the master street name and numbering system as adopted. b. Location and width of proposed alleys and pedestrian ways. c. Lot sizes, layout, numbers and preliminary dimensions of lots and blocks. . d. Minimum front and side street building setback lines. e. When side lot lines are not parallel, the width of the lot at the building setback line. The setback distance may be increased until the minimum width can be attained on the setback line, at the discretion of the City. In no case can this adjusted setback distance be less than the required minimum. Such lots with adjusted setback distances should be noted on the preliminary plat. f. Areas other than streets, alleys, pedestrian ways and utility easements, intended to be dedicated or reserved for public use, including the size of such area or areas in acres. . g. Location, size and approximate gradient of proposed public sewer lines and water mains. If public sewer and water are not available, the engineer shall provide site evaluation data required by Minnesota Pollution Control Agency Individual Sewage Treatment Standards (WPC 40) to determine the suitability of the site for individual sewage treatment systems. Such data, consistent with WPC 40, may include but is not limited to, depth to the highest known or calculated ground water table or bedrock; soil conditions, properties and permeability; slope; existence of lowlands; local surface depressions and rock outcrops; legal setback requirements; soil borings and percolation tests. Reference shall be made to "Soil Survey: Sherburne County, Minnesota," U.S. Department of Agriculture, Soil Conservation Service, and any other available sources. The data required shall be determined by the City, in its discretion. 4. Other Information. Allor any part of the following information shall be 10.