(a) A plan and profile of streets shall be submitted for review by the Municipal Engineer with the final plat.
(b) The plan and profile shall be drawn in permanent ink on mylar or equivalent on a maximum sheet size of twenty-four (24) by thirty-six (36) inches. The following maximum scales shall apply:
(1) Horizontal scale: One (1) inch equals one hundred (100) feet.
(2) Vertical scale: One (1) inch equals ten (10) feet.
(c) The plan shall contain the width of the right of way; the profile of the existing terrain; the centerline grade; typical cross section; estimated quantities; the size of all drainage structures except driveway and culverts and the area draining into each structure and the direction of flow. If the drainage outlet is not located within the subdivision, it shall be shown on the plat.
(d) The profile elevations shall be shown from a United States Geological Survey bench mark.
(e) The cross section shall show the existing ground and proposed grades taken at a minimum of one hundred (100) foot stations, and shall show the elevations of side ditch drainage. The cross section shall cover an area fifteen (15) feet outside the limits of the proposed right of way.
(f) The typical cross section shall show such other information as required by the Municipal Engineer.
(g) Sanitary sewer plans and profiles, where applicable shall show the locations, grades, sizes, elevations and materials of required facilities.
(h) Storm sewer plans and profiles, where applicable, shall show the locations, grades, sizes, cross sections, elevations and materials of required facilities. Inlets or catch basins shall not be located within the corner radius or within six (6) feet of either end of the radius. All grates for inlets or catch basins shall be bicycle safe.
(i) Water main plans and profiles, where applicable, shall show the locations, sizes, elevations and materials of required facilities.
(j) Additional special plans or information shall be included as required.
(Ord. 21-95. Passed 8-2-95.)