A. 
General. 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 Mylar or paper of good quality 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 propose subdivision is to be recorded. Such title shall not be the same or similar to a previously approved and recorded plat, unless it is in addition to a previously recorded plat and is so stated on the plat.
(2) 
Location of the proposed subdivision by government lot, quarter section, township, range, county and state.
(3) 
Date, scale and North point.
(4) 
Names and addresses of the owner, subdivider and land surveyor preparing the plat.
(5) 
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 Village Board, upon the Plan Commission's recommendation, may waive this requirement where it is unnecessary to fulfill the purposes and intent of chapter and undue hardship would result from strict application thereof.
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 United States Public Land Survey and the total acreage encompassed thereby.
(2) 
Location of all existing property boundary lines, structures, drives, streams and watercourses, marshes, rock outcrops, wooded areas, railroad tracks and other significant features within the tract being subdivided or immediately adjacent thereto.
(3) 
Location, right-of-way width and names of all existing 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 immediate adjacent thereto.
(4) 
Location and names of any adjacent subdivisions, parks and cemeteries and owners of record of abutting unplatted lands.
(5) 
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.
(6) 
Location, size and invert elevation of any existing sanitary or storm sewers, culverts and drain pipes, the location of manholes, catch basins, hydrants, electric and communication facilities, whether overhead or underground 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 sanitary or storm 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 the direction and distance from the tract, size and invert elevations.
(7) 
Corporate limit lines within the exterior boundaries of the plat or immediately adjacent thereto.
(8) 
Existing zoning on and adjacent to the proposed subdivision.
(9) 
Contours within the exterior boundaries of the plat and extending to the center line of adjacent public streets to National Map Accuracy Standards upon Mean Sea Level Datum at vertical intervals of not more than two feet. At least two permanent bench marks shall be located in the immediate vicinity of the plat; the location of the bench marks shall be indicated on the plat, together with their elevations referenced to Mean Sea Level Datum and the monumentation of the bench marks clearly and completely described. Where, in the judgment of the Village Engineer, undue hardship would result because of the remoteness of the parcel from a mean sea level reference elevation, another datum may be used.
(10) 
High-water elevation of all ponds, streams, lakes, flowages and wetlands within the exterior boundaries of the plat or located within 100 feet therefrom.
(11) 
Water elevation of all ponds, streams, lakes, flowages and wetlands within the exterior boundaries of the plat or located within 100 feet therefrom at the date of the survey.
(12) 
Floodland and shoreland boundaries and 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, two feet above the elevation of the maximum flood of record within the exterior boundaries of the plat or within 100 feet therefrom.
(13) 
Soil type and their boundaries, as shown on the operational soil survey maps prepared by the United States Department of Natural Resources Conservation Service.
(14) 
Location and result of soil boring test within the exterior boundaries of the plat conducted in accordance with Ch. SPS 385 of the Wisconsin Administrative Code and delineation of areas with three-foot and six-foot groundwater and bedrock levels where the subdivision will not be served by public sanitary sewer service. 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 preliminary plat.
(15) 
Location and results of percolation test within the exterior boundaries of the plat conducted in accordance with Ch. SPS 385 of the Wisconsin Administrative Code where the subdivision will not be served by public sanitary sewer service. 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 preliminary plat.
(16) 
Location, width and name of all proposed streets and public rights-of-way such as alleys and easements.
(17) 
Approximate dimensions of all lots together with proposed lot and block numbers. The area in square feet of each lot shall be provided.
(18) 
Location and approximate dimensions of any sites to be reserved or dedicated for parks, playgrounds, drainage ways or other public use or which are to be used for group housing, shopping centers, church sites or other nonpublic uses not requiring lotting.
(19) 
Approximate radii of all curves.
(20) 
Any proposed lake and stream access with a small drawing clearly indicating the location of the proposed subdivision in relation to access.
(21) 
Any proposed lake and stream improvement or relocation, and notice of application for approval by the Department of Natural Resources, when applicable.
[Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II)]
(22) 
Where the Plan Commission, Village Board or Village Engineer finds that it requires additional information relative to a particular problem presented by a proposed development in order to review the preliminary plat, it shall have the authority to request in writing such information from the subdivider.
C. 
Additional information. The Plan Commission and/or Village Board may require a proposed subdivision layout of all or part of the contiguously owned land even though division is not planned at the time.
A. 
General. A final plat prepared by a professional land surveyor shall be required for all subdivisions. It shall comply in all respects with the requirements of § 236.20, Wis. Stats., and this chapter.
B. 
Additional information. The final plat shall show correctly on its face, in addition to the information required by § 236.20, Wis. Stats., the following:
(1) 
Exact length and bearing of the center line of all streets.
(2) 
Exact street width along the line of an obliquely intersection street.
(3) 
Exact location and description of streetlighting and lighting utility easements.
(4) 
Railroad rights-of-way within and abutting the plat.
(5) 
All land reserved for future public acquisition or reserved for the common use of property owners within the plat.
(6) 
Special restrictions required by the Village Board relating to access control along public ways or to the provision of planting strips.
(7) 
Setback or building lines required by Village codes and ordinances.
(8) 
Utility and/or drainage easements.
C. 
Deed restrictions. Restrictive covenants and deed restrictions for the proposed subdivision shall be filed with the final plat.
D. 
Property owners association. The legal instruments creating a property owners association for the ownership and/or maintenance of common lands in the subdivision shall be filed with the final plat.
E. 
Survey accuracy.
(1) 
Examination. The Village Board, or, at its direction, the Village Engineer, or its designee shall examine all final plats within the Village of Monticello and may make, or cause to be made by a professional land surveyor under the supervision or direction of the Village Engineer, field checks for the accuracy and closure of the survey, the proper kind and location of monuments, and legibility and completeness of the drawing.
(2) 
Maximum error of closure. 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, four seconds of arc per interior angle. If field measurements exceed this maximum, new field measurements shall be made until 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.
(3) 
Street, block and lot dimensions. 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.
(4) 
Plat location. Where the plat is located within a quarter section, the corners of which have been relocated, monumented and coordinated by the Village, 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. The Village Board shall receive the results of the Village Engineer's examination prior to approving the final plat.
F. 
Surveying and monumenting. All final plats shall meet all the surveying and monumenting requirements of § 236.15, Wis. Stats.
G. 
State plane coordinate system. Where the plat is located within a quarter section, the corners of which have been relocated, monumented and coordinated by the Village, 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.
H. 
Certificates. 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.
I. 
Recording. 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 is offered for record within 12 months after the date of the last approval of the plat and within 36 months after the first approval by the Village Board.
[Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II)]
A. 
General. A certified survey map prepared by a professional land surveyor shall be required for all minor land divisions. It shall comply in all respects with the requirements of § 236.34 of the Wisconsin Statutes.
B. 
Additional information. The Certified Survey Map shall show correctly on its face, in addition to the information required by § 236.34, Wis. Stats., the following:
(1) 
All existing buildings, watercourses, drainage ditches and other features pertinent to proper land division.
(2) 
Setbacks or building lines required by the Village Board and the Village Zoning Code.
(3) 
All lands reserved for future acquisition.
(4) 
Date of the map.
(5) 
Graphic scale.
(6) 
Name and address of the owner, subdivider and surveyor.
(7) 
Square footage of each parcel.
(8) 
Present zoning for the parcels.
(9) 
Utility and/or drainage easements.
(10) 
Existing and proposed 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 Nation Geodetic Vertical Datum of 1929 (mean sea level). This requirement may be waived if the parcel(s) created are fully developed.
(11) 
Entire area contiguous to the proposed certified survey map owned or controlled by the subdivider shall be included on the certified survey map even though only a portion of said area is proposed for immediate development. The Plan Commission may waive this requirement where it is unnecessary to fulfill the purposes and intent of this chapter and severe hardship would result from strict application thereof.
(12) 
Location of soil boring tests, where required by Ch. SPS 385 of the Wisconsin Administrative Code, made to a depth of six feet, unless bedrock is at a lesser depth. The number of such tests shall be adequate to portray the character of the soil and the depths of bedrock and ground water 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 test shall be submitted along with the certified survey map.
(13) 
Location of soil percolation tests, where required by Ch. SPS 385 of the Wisconsin Administrative Code, conducted in accordance with Ch. SPS 385 of the Wisconsin 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.
C. 
State plane coordinate system. Where the map is located within a United States Public Land Survey quarter section, the corners of which have been relocated, monumented and coordinated by the Village, the map 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 coordinate of the monument marking the relocated section or quarter corner to which the map is tied shall be indicated on the map. All distances and bearings shall be referenced to the Wisconsin Coordinate System, South Zone, and adjusted to the Village's control survey.
D. 
Certificates. The surveyor shall certify on the face of the certified survey map that he has fully complied with all the provisions of this chapter. The Village Board, after a recommendation by the reviewing agencies, shall certify its approval on the face of the map.
E. 
Street dedication. Dedication of streets and other public areas shall require, in addition, the owner's certificate and the mortgagee's certificate in substantially the same form as required by § 236.21(2)(a) of the Wisconsin Statutes.
F. 
Recordation. The subdivider shall record the map with the County Register of Deeds within 12 months after the date of the last approval of the map and within 36 months after the date of the first approval of the Village Board and any other approving agencies. Failure to do so shall necessitate a new review and reapproval of the map by the Village Board.
[Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II)]
G. 
Requirements. To the extent reasonably practicable, the certified survey map shall comply with the provisions of this chapter relating to general requirements, design standards and required improvements. Conveyance by metes and bounds shall be prohibited where the lot(s) involved is less than 1 1/2 acres or 300 feet in width.