A final plat prepared by a registered land surveyor shall be required for all subdivisions and condominiums. It shall comply in all respects with the requirements of Chapter 236 of the Wisconsin Statutes.
The Plat shall show correctly on its face, in addition to the information required by Section 236.20 of the Wisconsin Statutes, the following:
A. 
Length and Bearing of the center line of all streets. The lengths shall be given to the nearest 0.01 foot and bearings to the nearest one second of arc. The arc, chord, and radius lengths and the chord bearings, together with the bearings of the radii at the ends of the arcs and chords, shall be given for all curved streets.
B. 
Street Width along the line of any obliquely intersecting street to the nearest 0.01 foot.
C. 
Active and Abandoned Railway rights-of-way within and abutting the exterior boundaries of the plat.
D. 
Building or Setback Lines required by the Village Plan Commission or other approving or objecting agency which are more restrictive than the regulations of the zoning district in which the plat is located, or which are proposed by the subdivider and are to be included in recorded private covenants.
E. 
Easements for any Public sanitary sewers, water supply mains, stormwater management facilities, drainageways, or access ways.
F. 
All Lands Reserved for future public acquisition or reserved for the common use of property owners within the plat. If property reserved for common use is located within the subdivision or condominium, the information required by § 495-12 shall be submitted with the Final Plat, together with any associated deed or plat restrictions required by the Plan Commission.
G. 
Boundaries of the one-hundred-year recurrence interval floodplain and related regulatory stages as determined by the Federal Emergency Management Agency or the Southeastern Wisconsin Regional Planning Commission. Where such data are not available, the floodplain boundaries and related stages shall be determined by a registered professional engineer retained by the subdivider and the engineer's report providing the required data shall be submitted with the plat for review and approval by the Village Engineer.
H. 
Location and Right-of-Way of existing and proposed bicycle and pedestrian ways and utility rights-of-way.
I. 
Notations or Any Restrictions required by the Village Plan Commission or other approving or objecting agency relative to access control along any public ways within or adjacent to the plat; the provision and use of planting strips; or provisions for the protection of any existing wetlands or other environmentally significant lands within the exterior boundaries of the plat.
The Village may require that deed restrictions be filed with the final plat. When required, such restrictions shall be recorded with the final plat.
The Village Engineer shall examine all final plats within the Village and may make, or cause to be made by a registered land surveyor under the supervision or direction of the Village Engineer, field checks for the accuracy and closure of survey, proper kind and location of monuments, and liability and completeness of the drawing. In addition:
A. 
The Maximum Error of Closure before adjustment of the survey of the exterior boundary of the subdivision shall not exceed, in horizontal distance or position, the ratio of one part in 10,000, nor in azimuth, of four seconds of arc per interior angle. If field measurements exceed this maximum, new field measurements shall be made until a satisfactory closure is obtained. When a satisfactory closure of the field measurements has been obtained, the survey of the exterior boundary shall be adjusted to form a closed geometric figure.
B. 
All Street, Block, and Lot Dimensions shall be computed as closed geometric figures based upon the control provided by the closed exterior boundary survey. If field checks disclose an error for any interior line of the plat greater than the ratio of one part in 5,000, or an error in measured angle greater than one minute of arc for any angle where the shorter side forming the angle is 300 feet or longer, necessary corrections shall be made. Where the shorter side of a measured angle is less than 300 feet in length, the error shall not exceed the value of one minute multiplied by the quotient of 300 divided by the length of the shorter side; however, such error shall not in any case exceed five minutes of arc.
C. 
The Village Board shall receive the results of the Village Engineer's examination prior to approving the final plat. The Village Engineer may, however, in accordance with § 495-13C of this chapter, waive the placing of monuments for a reasonable time, not to exceed one year, on condition that the subdivider provide a letter of credit, certified check, or surety bond equal to the estimated cost of installing the monuments, to ensure the placing of such monuments within the time required by Statute. In that case, the Village Engineer's examination required under this section and any related field checks shall be made after the required monuments have been installed. The letter of credit, certified check, or surety bond concerned shall not be released until the Village Engineer is satisfied with the accuracy of the land surveying concerned.
Where the plat is located within a one-quarter section, the corners of which have been located, monumented, and placed on the State Plane Coordinate System through high order horizontal control surveys conducted to standards established by the Southeastern Wisconsin Regional Planning Commission, the plat shall be tied directly to two adjacent section or quarter-section corners defining a quarter section line so located, monumented, and placed on the State Plane Coordinate System. The grid bearing and distance of each tie shall be determined by field measurements. The Wisconsin State Plane Coordinates, together with a description of the monuments marking the section or quarter-section corners to which the plat is tied shall be shown on the plat. All distances and bearings shall be referenced to the Wisconsin State Plane Coordinate System, South Zone, based upon the North American Datum of 1927, and shall be adjusted to the control survey network established to the standards promulgated by the Southeastern Wisconsin Regional Planning Commission for the area concerned. Where the field measurements differ from the control survey data by more than one part in 10,000, in the alternative to adjusting the field measured distances and bearings of the ties to the control survey network, the surveyor shall show both the measured field distances and bearings and the recorded and published control survey distances and bearings concerned. Under this alternative, the discrepancies shall be brought to the attention of the custodian of the control survey data for the area concerned by the surveyor. All distances shall be recorded to the nearest 0.01 foot and all bearings to the nearest one second of arc. The grid bearing and distance of the tie shall be determined by a closed survey meeting the error of closure herein specified for the survey of the exterior boundaries of the subdivision.
All final plats shall provide all the certificates required by Section 236.21 of the Wisconsin Statutes; and, in addition, the surveyor shall certify that he or she has fully complied with all the provisions of this Ordinance.
A. 
The Final Plat shall be submitted for recording in accordance with § 495-23G of this chapter.
B. 
The County Register of Deeds shall record the plat as provided by Section 236.25 of the Wisconsin Statutes.
C. 
The Subdivider shall file a copy of the final plat with the Village Clerk, as provided by Section 236.27 of the Wisconsin Statutes.