A.
Certified survey map requirements. A certified survey map (CSM) shall
be required for all newly created parcels of land where the act of
division will create up to and including four new lots, parcels or
tracts from the parent parcel. A CSM shall also be required for all
public dedications. No land included in any street, highway or railroad
right-of-way shall be included in computing lot area.
B.
Specifications. A CSM shall comply with the requirements of § 236.34,
Wis. Stats., and shall include the following information:
(1)
Every CSM shall show prominently near the top of the first page the
quarter-quarter section, government lot or private claim; section,
Village and range; name of Village and county or, if part of a recorded
subdivision or certified survey map, the name of the recorded subdivision
or CSM volume and number, Village and county.
(2)
If land to be dedicated to the public is included within the CSM,
then a certificate of acceptance by the Village Board, signed by the
Clerk-Treasurer and the Village President, shall appear on the face
of the CSM. The area of such dedication in square feet or acres shall
be shown within the dedication.
(3)
A certificate of approval by the Village shall appear on the face
of the CSM.
(4)
A North arrow, scale, legend and symbols, bearing and distance of
each line, lot numbers and area in square feet and acres, and existing
and proposed easements.
(5)
A statement shall appear on the face of the CSM that it is part of
or all of a tax parcel number and the property owners of record.
(6)
All existing structures.
(7)
The location, right-of-way width and name of all existing and proposed
highways, streets, alleys or other public ways.
(8)
Location of section quarter, sixteenth, government or private claim
lines that are within 50 feet of the exterior boundary of the CSM.
(9)
Location and names of any subdivision, CSM, existing property lines
and owners of record of abutting unplatted lands contained in or within
50 feet of the exterior boundary of the CSM.
(10)
Locations of any corporate limit lines within 50 feet of the
exterior boundary of the CSM.
(11)
All existing driveways and access points. If the CSM abuts a
controlled-access highway and no driveway exists, a statement to that
effect shall appear on the CSM. Driveway width and radii shall be
shown.
(12)
If the CSM abuts any highway where noise control standards have
been developed, a statement that the Division of Highways hereby informs
the developer that lots near a highway may experience a noise level
above those listed in Ch. Trans 405, Wis. Adm. Code. Consideration
shall be given to providing noise abatement measures sufficient to
protect these lots.
(13)
All stream and other water bodies located within the shoreland
jurisdiction of the CSM boundary shall be shown. A building setback
line and distance shall also be shown.
(14)
All wetland areas within the CSM that are regulated through Chapter 21, Shoreland-Wetland Zoning, of this Code shall be shown. All areas that have been designated floodplain shall also be shown and labeled. The source of the floodplain determination shall be stated on the CSM.
(15)
Any proposed lake or stream improvement or relocation and proposed
filing, grading, lagooning and dredging within the boundaries of the
CSM.
(16)
All drainage easements and a statement of restrictions and maintenance
obligations.
A preliminary plat shall be required for all subdivisions and
shall be based upon a survey by a professional land surveyor and the
plat prepared on reproducible material at a scale of not more than
one inch to 100 feet and shall show correctly on its face the following
information:
A.
Title under which the proposed subdivision is to be recorded.
B.
Legal description and general location of proposed subdivision and
relative location to a nearby municipality.
C.
Date, scale and North arrow.
D.
Names and addresses of the owners, subdivider and land surveyor preparing
the plat.
E.
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 the area is proposed for immediate development.
F.
Length and bearing of the exterior boundaries of the proposed subdivision
referenced to a corner established in the U.S. Public Land Survey
and the total acreage encompassed thereby.
G.
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
five feet where the slope of the ground surface is 10% or more. Elevations
shall be marked on such contours based on mean sea level datum.
H.
Water elevations of adjoining lakes and streams at the date of the
survey, approximate high and low water elevation, and FEMA's one-hundred-year-floodplain
elevation, all referred to the same datum used for the contours.
I.
Location, right-of-way width and name of all existing and proposed
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.
J.
Locations and names of any subdivisions, parks, schools and cemeteries
and owners of record of abutting unplatted lands within 300 feet of
the exterior boundary of the plat.
K.
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 the datum used for the contours.
L.
Location, size and invert elevation of any existing sanitary or storm
sewers, culverts and drainpipes; the location of manholes, catch basins,
hydrants, and power and telephone poles; and location and size of
any existing water and gas mains within the exterior boundaries of
the plat or immediately adjacent thereto. If no sewer or water mains
are located on or immediately adjacent to the tract, the nearest such
sewers or water which might be extended to serve the tract shall be
indicated by their direction and distance from the tract, size, and
invert elevations.
M.
Locations of all existing property boundary lines, structures, driveways,
streams and watercourses, flowing wells and springs, marshes, rock
outcrops, wooded areas, railroad tracks and other similar significant
features within the tract being subdivided or immediately adjacent
thereto.
N.
Dimensions of all lots, together with proposed lot and block numbers.
O.
Location and dimensions 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 nonpublic uses not requiring lotting.
P.
Radii of all curves.
Q.
Existing zoning and proposed use on and adjacent to the proposed
subdivision.
R.
Corporate limit lines.
S.
Any proposed 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 proposed
filling, grading, lagooning and dredging within the exterior boundaries
of the plat and the notice of application for Wisconsin Department
of Natural Resources approval, when applicable.
U.
Seasonally wet areas.
V.
Sanitary sewer service area boundary, when applicable.
A.
Street plans and profiles. The subdivider shall 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 by the Village.
All elevations, plans and profiles shall meet the approval of the
Village.
B.
Preliminary layout of public improvements. The subdivider shall provide
engineering reports and preliminary plans for the construction of
any public improvements required by this chapter, specifically addressing
sewer and water service feasibility (size, location and grade) and
sidewalk or trail layout and connections.
C.
Testing. The Village may require borings and soundings to be made
in designated areas to ascertain subsurface soil, rock and water conditions,
including depth to bedrock and depth to the groundwater table. Where
the subdivision will not be served by public sanitary sewer, the provisions
of Ch. SPS 385 and/or 383, Wis. Adm. Code, shall be complied with,
and the appropriate data shall be submitted with the preliminary plat.
The Village may retain experts to review all information. The review
shall be done at the expense of the subdivider, and the results shall
be submitted to the Village along with the preliminary plat.
D.
Covenants. The Village shall require submission of a draft of protective
covenants whereby the subdivider intends to restrict land use in the
proposed division or subdivision. No changes shall be made to the
covenants without Village Board approval.
E.
Homeowners' or property owners' associations. If the subdivider proposes
or is required to have common property or common elements owned or
maintained by an organization of property owners, the subdivider shall
submit a draft of the legal instruments and rules for the proposed
association.
F.
Affidavit. 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 s/he has fully complied
with the provisions of this chapter.
G.
Drainage and stormwater management plans. A drainage and stormwater
management plan shall be submitted with the preliminary plat and certified
survey map. The plans shall comply with all drainage and stormwater
management requirements in Village of Sherwood ordinances.
H.
Erosion and sedimentation control plans. An erosion and sedimentation
control plan shall be submitted with the preliminary plat and certified
survey map. The plan shall comply with all erosion and sedimentation
control requirements in Village of Sherwood ordinances.
A.
Final plat requirements. A final plat prepared by a professional
land surveyor shall be required for all subdivisions. It shall comply
with and show correctly on its face, in addition to the information
required by § 236.20, Wis. Stats., the following:
(1)
Exact street width along the line of any obliquely intersecting street.
(2)
Setbacks or building lines.
(3)
All lands reserved for future public acquisition or reserved for
the common use of property owners within the plat. If common property
is located within the plat, then provisions for its use and maintenance
must also be provided with the plat. Instruments for creating a homeowners'
or property owners' association shall be provided.
(4)
Special restrictions required by any approving or objecting agency
relating to access control along public ways or to the provisions
of planting strips.
(5)
The following certificates must be on all final plats:
(a)
Surveyor's certificate.
(b)
Owner's certificate.
(c)
Persons holding an interest in the fee of record or by being
in possession.
(d)
The mortgagee of record if land is mortgaged.
(e)
Village, to include the President and Clerk-Treasurer; extraterritorial
jurisdiction, to also include the Town Chair, Clerk and Treasurer
and County Zoning Administrator and Treasurer.
(f)
Clerk-Treasurer's transmittal certificate, when the plat is
submitted as a print under § 236.12(2), Wis. Stats.
B.
Deed restrictions. Any deed restrictions attached to the subdivision
shall be filed with or placed on the face of the final plat. Placing
the Register of Deeds recording information on the face of the plat
is acceptable.
C.
Surveying and monumenting. All final plats shall meet all of the
surveying and monumenting requirements of § 236.15, Wis.
Stats.
D.
State plane coordinate system. Where the plat is located within a
quarter-section, the corners of which have been relocated, monumented
and coordinated, the plat shall be tied directly to two 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.
