A.
General. A preliminary plat shall be required for all subdivisions
and shall be based upon a survey by a land surveyor registered in
this state. A preliminary plat shall be prepared on paper of good
quality capable of clearly legible reproduction at a scale of not
more than 100 feet to the inch and shall show correctly on its face
the following information:
(1)
Title under which the proposed subdivision is to be recorded.
(2)
Location of proposed subdivision by government lot, quarter-quarter
section, township, range, county, and state and a location map showing
the relationship between the plat and its surrounding area and existing
streets.
(3)
Date, graphic scale and North point.
(4)
Names and addresses of the owner, subdivider, surveyor, engineer,
and the professional land planner involved in the plat preparation.
(5)
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 subdivider may elect to submit a development plan in lieu of a
preliminary plat for that part of the land not to be included in the
final plat if the total contiguous area owned or controlled by the
subdivider is greater than 40 acres.
(6)
The present zoning and any proposed change for the plat and all lands
adjacent thereto.
(7)
Location and elevation of any land situated within a floodplain.
B.
Plat data. All preliminary plats shall show the following:
(1)
Exact 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.
(2)
Contours at vertical intervals of not more than two feet where average
slope is less than 5% or four feet where slope is 5% or greater. Elevations
shall be marked on such contours based upon United States Geological
Survey (USGS) data where available and upon the best available data
in all other cases.
(3)
Water elevation of adjoining lakes and streams at the date of the
survey and approximate high and low water elevations, based upon USGS
data where available and upon the best available data in all other
cases.
(4)
Location, right-of-way width, and names of all existing streets,
alleys, or other public ways, easements, and utility rights-of-way
and all section and quarter-section lines within the exterior boundaries
of the plat or immediately adjacent thereto.
(5)
Location and names of any adjacent subdivisions, parks and cemeteries
and owners of record of abutting unplatted lands.
(6)
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
upon or established by the best available data.
(7)
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 the location
and size of any existing water and gas mains within the exterior boundaries
of the plat or immediately adjacent thereto. 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.
(8)
Locations of all existing property boundary lines, structures, drives,
streams and watercourses, marshes, rock outcrops, wooded areas, and
other similar significant features within the tract being subdivided
or immediately adjacent thereto.
(9)
Location, width, and names of all proposed streets and public rights-of-way
such as alleys and easements.
(10)
Any proposed lake and stream improvement or relocation.
(11)
Location and approximate dimensions of any sites to be reserved
or dedicated for parks, playgrounds, drainageways, or other public
use.
(12)
Corporate limit lines.
(13)
Approximate dimensions of all lots and outlots together with
proposed lot, outlot, and block numbers.
(14)
When requested by the Village, a draft of a protective covenant
whereby the subdivider proposes to regulate land use in the subdivision
and otherwise protect the proposed development.
C.
Street plans and profiles. Where required, the subdivider shall provide
street profiles showing existing ground surface of the proposed center
lines, right-of-way lines, and building setback lines, including extensions
for a reasonable distance beyond the limits of the proposed subdivision.
All elevations shall be based upon USGS data, and profiles shall meet
the approval of the Village Engineer.
D.
Testing. The Village Engineer may require that borings and soundings
be made in specific areas to ascertain subsurface soil, rock, and
water conditions, including depth to bedrock and depth to groundwater
table.
E.
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 he or she has fully
complied with the provisions of this chapter.
The development plan, as provided for in § 600-14, shall be submitted at a scale not more than 200 feet to one inch and shall show:
A.
The final plat of the proposed subdivision shall comply with the requirements of Ch. 236, Wis. Stats., and § 600-15 of this chapter.
B.
Drainageways shall be shown upon the final plat with arrows indicating direction of stormwater drainage flow. The following restriction shall be noted on the plat: "Arrows indicate the direction of stormwater drainage. No substantial grading activities may be undertaken within drainageways, except in accordance with Chapter 289 of the Code of the Village of Belleville."
[Amended by Ord. No. 2004-04-02]
The certified survey map shall comply with the provisions of § 236.34, Wis. Stats., and § 600-16.
[Added by Ord. No. 2004-04-02]
A master site grading and drainage plan consistent with the drainage design standards set forth in Article IV of this chapter shall be required for all subdivisions and certified survey maps. This master site grading and drainage plan shall be prepared at a scale of not more than 100 feet to the inch and shall legibly show correctly on its face the following information:
A.
Arrows indicating the flow direction of stormwater drainage.
B.
Proposed ground elevation at every lot corner.
C.
Proposed top of curb elevation at every lot corner.
D.
A nominal home or building shape on each lot.
E.
Proposed lowest building opening height elevation on each lot shall be of sufficient height to allow flow of water away from the lowest building opening height. [See § 289-6C(2).]
[Amended 6-7-2010 by Ord.
No. 2010-06-09]
F.
If applicable, stormwater structural measures before and after grading,
if different.
G.
If applicable, location of any off-site stormwater structural measures
releasing water onto the site.
H.
Peak discharge rate of stormwater draining from the site to adjacent
properties.
I.
Regional and local flood elevations.
