A final plat prepared by a registered land surveyor
shall be required for all subdivisions. It shall comply in all respects
with the requirements of § 236.20 of the Wisconsin Statutes.
The plat shall show correctly on its face, in
addition to the information required by § 236.20 of the
Wisconsin Statutes, the following:
A.
Exact length and bearing of the center line of all
streets;
B.
Exact street width along the line of any obliquely
intersecting streets;
C.
Railroad rights-of-way within and abutting the plat;
D.
Setbacks or building lines required by the Village Plan Commission in accordance with the guidelines set forth in § 176-54 of this chapter;
E.
Utility and/or drainage easements;
F.
All lands reserved for future public acquisition or
reserved for the common use of property owners within the plat; and
G.
Special restrictions required by the Village Plan
Commission relating to access control along public ways or to the
provision of planting strips.
The Village Plan Commission may require that
deed restrictions be filed with the final plat and shall be recorded
with the approved 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, the proper kind
and location of monuments and the legibility and completeness of the
drawing. In addition:
A.
Maximum error of closure before adjustment of the
survey of the exterior boundaries 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.
Where the plat is located within a U. S. Public Land
Survey quarter-section, the corners of which have been relocated,
monumented and coordinated by the Village of Saukville, Ozaukee County
or the Southeastern Wisconsin Regional Planning Commission, the tie
required by § 236.20(3)(b) of the Wisconsin Statutes shall
be expressed in terms of grid bearing and distance; and the material
and Wisconsin state plane coordinates of the monument marking the
relocated section or quarter corner to which the plat is tied shall
be indicated on the plat. 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.
D.
The Village Board shall receive the results of the
Village Engineer’s examination prior to approving the final
plat.
All final plats shall meet all the surveying
and monumenting requirements of § 236.15 of the Wisconsin
Statutes.
Where the plat is located within a U. S. Public
Land Survey quarter-section, the corners of which have been relocated,
monumented and coordinated by the Village of Saukville, Ozaukee County
or the Southeastern Wisconsin Regional Planning Commission, the plat
shall be tied directly to one of the section or quarter corners so
relocated, monumented and coordinated. The exact grid bearing and
distance of such tie shall be determined by field measurements, and
the material and Wisconsin state plane coordinates of the monument
marking the relocated section or quarter corner to which the plat
is tied shall be indicated on the plat. All distances and bearings
shall be referenced to the Wisconsin coordinate system, south zone,
and adjusted to the Village’s control survey.
All final plats shall provide all the certificates
required by § 236.21 of the Wisconsin Statutes; and, in
addition, the surveyor shall certify that he has fully complied with
all the provisions of this chapter.
The final plat shall only be recorded with the
county Register of Deeds after the certificates of the Wisconsin Department
of Administration, of the Village Board, of the surveyor, and those
certificates required by § 236.21 of the Wisconsin Statutes
are placed on the face of the plat. The plat shall be recorded by
the Village Administrator within six months of its approval by the
Village Board.
