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, Wis. Stats.
A.
The plat shall show correctly on its face, in addition
to the information required by § 236.20, Wis. Stats.:
(1)
Exact length and bearing of the center line of all
streets.
(2)
Exact street width along the line of any obliquely
intersecting street.
(3)
Railroad rights-of-way within and abutting the plat.
(4)
Setbacks or building lines required by the Village
of Johnson Creek Plan Commission in accordance with the guidelines
set forth in this chapter.
(5)
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,
provisions and plans for its use and maintenance shall be submitted
with the plat. A note shall be placed on the face of the plat noting
ownership and maintenance of all common use areas and that deed restrictions
are on file at the Jefferson County Register of Deeds.
(6)
Special restrictions required by the Village of Johnson
Creek Plan Commission and any other approving or objecting agency
relating to access control along public ways, the provision of planting
strips, solar access restrictions, preservation of wetlands, more
restrictive yard requirements, or special restrictions for environmentally
significant lands.
(7)
Location, area, depth, and type of the soil absorption
waste disposal system for each building site, if applicable.
(8)
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.
(9)
Delineation of all wetlands and shoreland/wetlands
based on a field staking by the United States Army Corps of Engineers,
the Wisconsin Department of Natural Resources, or other agency or
firm certified to make such delineation by the federal government
or the Wisconsin Department of Natural Resources.
(10)
Location of soil boring tests. 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 test per three
acres shall be made initially. The results of such tests shall be
submitted along with the certified survey map.
(11)
Location of soil percolation tests where required
by the Wisconsin Department of Commerce Administrative Code, taken
at the location and depth in which 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 certified survey map.
B.
Easements shall be shown on the final 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.[1]
C.
A note on the face of the plat noting ownership and
maintenance obligations of all drainage swales, easements, retention
and detention ponds or other facilities shall be required.
D.
Where the Village Board, Plan Commission, or Village
Engineer finds that it or he requires additional information relative
to a particular problem presented by a proposed development to review
the final plat, it or he shall have the authority to request in writing
such information from the subdivider.
The Village Engineer shall examine all final
plats within the Village of Johnson Creek and may make, or cause to
be made by a registered land surveyor under the direction of the Village
Engineer, such field checks as the Village Engineer may deem necessary
or desirable for the accuracy and closure of survey, the proper kind
and location of monuments and legibility and completeness of the drawing.
A.
The maximum error of closure before adjustment of
the survey of the exterior boundaries of the subdivision shall not
exceed that which is permitted by state statute.
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.
C.
Where the plat is located within a United States Public
Land Survey quarter section, the corners of which have been relocated,
monumented and coordinated by the Village of Johnson Creek, Jefferson
County, the tie required by § 236.20(3)(b), Wis. Stats.,
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, and the street, block and lot dimensions shall comply
with the requirements of § 236.15, Wis. Stats.
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, Wis. Stats.
Where the plat is located within a United States
Public Land Survey quarter section the corners of which have been
relocated, monumented and placed on the Wisconsin State Plane Coordinate
System by the Southeastern Wisconsin Regional Planning Commission,
Jefferson County or the Village of Johnson Creek, the plat shall be
tied directly to two or more 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 type of monument and Wisconsin State Plane Coordinates of the
monument marking the relocated section or quarter corners 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. 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 and as adjusted
to the Village of Johnson Creek's control survey.
All final plats shall provide all the certificates
required by § 236.21, Wis. Stats., and, in addition, the
surveyor shall certify that he has fully complied with all the provisions
of this chapter.
The final plat shall be recorded with the Jefferson County Register of Deeds only after the certificates of the Village Board and of the surveyor and those certificates required by § 236.21, Wis. Stats., are placed on the face of the plat. The plat shall be recorded by the Village of Johnson Creek Clerk-Treasurer within 30 days of its approval by the Village Board, provided that the recording fees have been tendered as required by § 245-27 of this chapter.
The subdivider shall provide a duplicate reproducible
copy of the plat on dimensionally stable polyester film to the Village
of Johnson Creek along with 10 folded blue-line copies and one copy
in DXF format on a three-and-one-half-inch diskette.
