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Village of Johnson Creek, WI
Jefferson County
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Table of Contents
Table of Contents
A. 
A preliminary plat shall be required for all subdivisions and shall be based upon a survey by a registered land surveyor (RLS) and the plat prepared on tracing cloth, reproducible drafting film, or paper of good quality at a preferred sheet size of 22 inches by 30 inches and a map scale of not more than 100 feet to the inch and shall show correctly on its face the following information:
(1) 
Title or name under which the proposed subdivision is to be recorded. Such title shall not be the same as or similar to a previously approved and recorded plat, unless it is an addition to a previously recorded plat and is so stated on the plat.
(2) 
Property location of the proposed subdivision by government lot, quarter section, section, township, range, county and state.
(3) 
General location sketch showing the location of the subdivision within the United States Public Lands Survey section.
(4) 
Date, graphic scale and North arrow.
(5) 
Names and addresses of the owner, subdivider and land surveyor preparing the plat.
B. 
The entire area contiguous to the proposed plat owned or controlled by the subdivider shall be included on the preliminary plat even though only a portion of said area is proposed for immediate development. The Village of Johnson Creek Plan Commission may waive this requirement where it is unnecessary to fulfill the purposes and intent of this chapter and severe hardship would result from strict application thereof.
All preliminary plats shall show the following:
A. 
Exact 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.
B. 
Locations of all existing property boundary lines, structures and the first floor elevations thereof, drives, visible and known wells, streams and watercourses, all wetlands, rock outcrops, wooded areas, railroad tracks and other similar significant natural and man-made features within the tract being subdivided or immediately adjacent thereto, within a distance of 200 feet.
C. 
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, within a distance of 200 feet.
D. 
Location and names of any adjacent subdivisions, parks and cemeteries and owners of record of abutting unplatted lands.
E. 
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, based on the National Geodetic Vertical Datum of 1929.
F. 
Location, size and invert elevation of any existing sanitary or storm sewers, culverts and drainpipes, the location of manholes, catch basins, hydrants, and electric and communication facilities, whether overhead or underground, and the location and size of any existing water and gas mains within the exterior boundaries of the plat or immediately adjacent thereto, based on the National Geodetic Vertical Datum of 1929. If no sewers or water mains are located on or immediately adjacent to the tract, the nearest such sewers or water mains which might be extended to serve the tract shall be indicated by their direction and distance from the tract, size, and invert elevations.
G. 
Corporate limits lines.
H. 
Existing zoning on and adjacent to the proposed subdivision.
I. 
Existing contours to National Map Accuracy Standards at vertical intervals of not more than two feet. Elevations shall be marked on such contours based on the National Geodetic Vertical Datum of 1929. At least two permanent bench marks shall be located in the immediate vicinity of the plat; the location of the bench marks shall be indicated on the plat, together with their elevations referenced to the National Geodetic Vertical Datum of 1929, and the monumentation of the bench marks clearly and completely described.
J. 
High water elevation of all ponds, streams, lakes, flowages, and wetlands, within the exterior boundaries of the plat or located within 100 feet therefrom, referenced to the National Geodetic Vertical Datum of 1929.
K. 
Water elevations of all streams, ponds, lakes, flowages, and wetlands within the exterior boundaries of the plat and located within 100 feet therefrom at the date of the survey, referenced to the National Geodetic Vertical Datum of 1929.
L. 
Floodplain limits of the one-hundred-year recurrence interval flood as determined by the federal flood insurance study or other technical document, or, where such data is not available, the elevation shall be determined by a registered professional engineer and the sealed documents shall be approved by the Village Engineer; 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 elevation shall be determined by a registered professional engineer and the sealed documents shall be approved by the Village Engineer, within the exterior boundaries of the plat or located within 100 feet therefrom.
M. 
Location and results of soil boring tests, if required by the Village of Johnson Creek, within the exterior boundaries of the plat 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 depth of bedrock and groundwater from the natural undisturbed surface. To accomplish this purpose, a minimum of one test per three acres shall be made initially. The Village Engineer may require that additional tests be provided. The results of such tests shall be submitted along with the preliminary plat.
N. 
Location of soil percolation tests where required by the Wisconsin Department of Commerce Administrative Code, taken at the location and depth in which the soil absorption waste disposal systems are 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. The results of such tests shall be submitted along with the preliminary plat.
O. 
Location, width and names of all proposed streets and public rights-of-way, such as alleys and easements.
P. 
Approximate dimensions of all lots together with proposed lot and block numbers.
Q. 
Location and approximate dimensions of any sites to be reserved or dedicated for schools, parks, environmental corridors, drainageways, or other public use or open space, or which are to be used for group housing, shopping centers, church sites, or other private uses not requiring lotting.
R. 
Approximate radii of all curves.
S. 
Any proposed riparian lake and stream access with a small drawing clearly indicating the location of the proposed subdivision in relation to the access.
T. 
Any proposed lake and stream improvement or relocation and notice of application for approval by the Department of Natural Resources, when applicable.
U. 
Any additional information required by the Village Board, Village Engineer or Village of Johnson Creek Plan Commission, including the location of the area on the lot where a structure may be built to afford solar access to the rooftop and south wall.
V. 
Approximate location of all wetlands based on aerial photographs provided by Southeastern Wisconsin Regional Planning Commission.
The Village of Johnson Creek Plan Commission, upon the recommendation of the Village Engineer, may require that the subdivider provide street plans and profiles showing existing ground surface and 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.
The Village of Johnson Creek Plan Commission, upon the recommendation of the Village Engineer, may require that 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. The Village of Johnson Creek does not guarantee, warrant, or represent that those soils tested and shown to be unsuited for specific uses are the only unsuited soils within the Village of Johnson Creek and thereby asserts that there is no liability on the part of the Village Board, its agencies, or employees for sanitation problems or structural damages that may occur as a result of reliance upon, and conformance with, this chapter. Where the subdivision will not be served by public sanitary sewer service, the provisions of the Wisconsin Department of Commerce Administrative Code, shall be complied with and the appropriate data submitted with the preliminary plat.
The Village Board shall require the subdivider to provide soil erosion and sedimentation control plans and specifications prepared by a registered professional engineer. Such plans shall follow the guidelines and standards set forth in the United States Conservation Service Technical Guide and shall be in accordance with standards set forth in this chapter. In addition:
A. 
Tree cutting and shrubbery clearing shall be so conducted as to prevent erosion and sedimentation and preserve and improve scenic qualities.
B. 
Paths and trails shall not exceed 10 feet in width and shall be so designed and constructed as to result in the least removal and disruption of trees and shrubs and the minimum impairment of natural beauty.
C. 
Earth movements, such as grading, topsoil removal, mineral extraction, watercourse changing, road cutting, waterway construction or enlargement, removal of streams or lake bed materials, excavation, channel clearing, ditching, drain tile laying, dredging, and lagooning, shall be so conducted as to prevent erosion and sedimentation and to least disturb the natural fauna, flora, watercourse, water regimen, and topography.
D. 
Preservation of existing topography. To preserve natural features and existing topography, and prevent unnecessary soil erosion, no site grading activities shall be permitted in areas containing natural features, as that term is used and defined in the Zoning Code, that have been designated for protection. Site grading activities within a subdivision plat outside of areas containing protected natural features shall not result in a change in grade exceeding 10 feet of elevation or grade that existed prior to commencement of any site grading activities. The Village Board, regardless of recommendation of the Plan Commission, may grant an exception to this limitation, but prior to the granting of any such exception, the subdivider shall submit to the Plan Commission and Village Board for review cross sections and plans depicting the horizontal and vertical extents of the exception requested, together with any additional information which may be required by either the Plan Commission or Village Board. The decision as to whether to grant such an exception shall be within the sole discretion of the Village Board.
[Added 4-24-2006 by Ord. No. 10-06]
A. 
The Village of Johnson Creek Plan Commission may require submission of a draft of protective covenants, where a covenant is proposed, whereby the subdivider intends to regulate land use in the proposed subdivision and otherwise protect the proposed development. The covenants shall be subject to the review and the approval of the Village Attorney as to legality and form. The Village of Johnson Creek shall not be responsible for enforcing private covenants.
B. 
The Village of Johnson Creek Plan Commission may require submission of a draft of protective covenants whereby the subdivider intends to regulate building sites to protect solar access by the use of offsets, setback and height restrictions which are more restrictive than the regulations of the zoning district where located.
C. 
Diversity of building appearances. To ensure all single-family residential subdivisions provide a diversity of building appearances, the subdivider shall provide the Village with a written plan designed to obtain this objective. The plan may include requirements for diversity of floor plans, diversity of the exterior appearance or elevation of residences, diversity of color or material requirements, or other and similar restrictions that will result in a diversity of building appearance and design. The Village Board, regardless of recommendation of the Plan Commission, shall approve the final diversity plan, and the subdivider may be required to include restrictions in the subdivision covenants to insure compliance with the plan. The Village may also require the subdivider to comply with the final plan as a part of the subdivider’s obligations set forth in the development agreement required under the terms of this chapter.
[Added 4-24-2006 by Ord. No. 10-06]
Easements shall be shown on the preliminary plat and shall be limited to utility easements, drainage easements, conservation easements, access easements, scenic easements, mineral easements, or air rights easements. Easements shall not be used for the conveyance of street rights-of-way, pedestrian rights-of-way, park or school lands, or other public lands requiring dedication.
The surveyor preparing the preliminary plat shall certify on the face of the plat that it is a correct representation of all existing land divisions and features and that he has fully complied with the provisions of this chapter.