Title or name under which the proposed subdivision is to be recorded;

Proper location of the proposed subdivision by government lot, quarter-section, section, township, range, county, and state;

General location sketch at 2,000 feet to the inch showing the location of the subdivision within the United States Public Land Survey section;

Date, graphic scale and north point;

Names and addresses of the owners, developer, land surveyor, and any other professional staff involved in preparing the plat;

The entire area contiguous to the proposed plat in which the developer has a legal or equitable interest if such area is less than 100 acres in size, even though only a portion of such area is proposed for immediate development. If the legal or equitable contiguous ownership is 100 acres or more in size, the preliminary plat may include only that area of such land which is proposed to be developed immediately, provided that area has been included in an approved pre-preliminary sketch plan; the land area is at least 65 acres in size; and the remnant unplatted parcel is not less than 40 acres in size. The Village Board may modify these requirements where it is determined unnecessary to fulfill the purposes and intent of this chapter and undue hardship would result from strict application thereof.

Length and bearing of the exterior boundaries of the proposed subdivision referenced to a corner established in the United States Public Land Survey and the total acreage encompassed thereby;

Existing contours at vertical intervals of not more than two feet where the slope of the ground surface is less than 10%, and of not more than four feet where the slope of the ground surface is 10% or more. Elevations shall be marked on such contours based on National Geodetic Datum of 1929 (mean sea level);

Proposed street grade;

Water elevations of adjoining lakes and streams at the date of the survey and approximate high and low water elevations, all referred to mean sea level (1929) datum;

Floodplain limits and the contour line lying a vertical distance of two feet above the elevation of the one-hundred-year recurrence interval flood, or where such data is not available, the limits of and the contour line lying a vertical distance of five feet above the elevation of the maximum flood of record;

Location, right-of-way width and names of all existing streets, alleys or other public ways, easements, railroad and utility rights-of-way and all section and quarter section lines within the exterior boundaries of the plat or immediately adjacent thereto;

Type, width and elevation of any existing street pavements within the exterior boundaries of the plat or immediately adjacent thereto, together with any legally established center line elevations, all to mean sea level (1929) datum;

Location and names of any adjacent subdivisions, parks and cemeteries, and owners of record of abutting unplatted lands;

Location, size and invert elevation of any existing or proposed retention or detention basins, culverts, and drainpipes, the location of manholes, catch basins, hydrants, electric power, and telephone poles, and the location and size of any existing gas mains within the exterior boundaries of the plat or immediately adjacent thereto. If no storm sewer mains are located on or immediately adjacent to the lands being platted, the nearest such mains which might feasibly be extended to serve such lands shall be indicated by their direction and distance from the nearest exterior boundary of the plat and their size, and invert elevations;

Locations of all existing property boundary lines, structures, drives, streams, watercourses, marshes, rock outcrops, wooded areas, railroad tracks and other similar significant natural or man-made features within the tract being subdivided or immediately adjacent thereto;

Location, width and suggested names of all proposed streets and public rights-of-way such as alleys and easements;

Approximate dimensions of all lots, together with proposed lot and block numbers;

Location and approximate dimensions and size of any sites to be reserved or dedicated for parks, playgrounds, drainageways, or other public use or which are to be used for group housing, shopping centers, church sites, or other private uses not requiring division into lots;

Approximate proposed street grades or approximate slope in percent;

Existing zoning on and adjacent to the proposed subdivision;

Any proposed lake and stream access with a small drawing clearly indicating the location of the proposed subdivision in relation to the access;

Any proposed lake and stream improvement or relocation;

Location of soil boring tests, where required by the Wisconsin Administrative Code, made to a depth of six feet, unless bedrock is at a lesser depth. The number of such tests shall be adequate to portray the character of the soil and the depths of bedrock and groundwater from the natural undisturbed surface. To accomplish this purpose, a minimum of one per three acres shall be made initially. Two copies of all test results shall accompany the preliminary plat;

Location of soil monitoring or percolation tests where required by Chapter SPS 385 Wis. Adm. Code taken at the location and depth in which soil absorption waste disposal systems are proposed to be installed. The number of such tests initially made shall not be less than one test per three acres or one test per lot, whichever is greater. Two copies of all test results shall accompany the preliminary plat;

Special restrictions required by the Village Plan Commission such as those relating to points or areas of access control along public ways, provision of planting screen areas, areas of fill or earth moving restrictions, or areas of land clearance restrictions.

Street plans and profiles. Following preliminary plat approval, the plans and profiles of all streets and public ways, as designed and laid out by a registered Village Engineer, shall be submitted to the Village Engineer showing existing ground surface, proposed and established street grades, including extensions for a reasonable distance beyond the limits of the proposed subdivision, when requested. All elevations shall be based upon mean sea level (1929) datum, and plans and profiles shall meet the approval of the Village Engineer.

Testing. As a part of preliminary plat preparation the Village Plan Commission may require the developer to provide that additional borings and soundings be made in specified areas to ascertain subsurface soil, rock, and water conditions, including depth to bedrock and depth to groundwater table. Where the subdivision will not be served by public sanitary sewer service, the provisions of Chapter SPS 385 Wis. Adm. Code shall be complied with; and the appropriate data submitted with the preliminary plat.

Soil and water conservation. The Village Engineer, upon determining from a review of the preliminary plat that the soils, slope, vegetation, and drainage characteristics of the site are such as to require substantial cutting, clearing, grading, stormwater detention/retention and other earthmoving operations in the development of the subdivision or otherwise entail a severe erosion hazard, may require the developer to provide soil erosion and sedimentation control plans and specifications. Such plans shall comply with the Village required standards and shall be in accordance with standards set forth in Chapter 167, Article II, Construction Site Erosion Control, of this Code.

Site grading plans. Site grading plans, including both existing and proposed contours, building grades/elevations and any drainage systems, may be required by the Village Engineer.