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City of Burlington, WI
Racine County
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Table of Contents
Table of Contents
No construction or installation of improvements shall commence in a proposed subdivision until the preliminary plat or certified survey map has been approved and the City Engineer has given written authorization. Inspection fees shall be required as specified in Article X of this chapter.
No building, zoning, or sanitary permits shall be issued for erection of a structure on any lot not of record until all the requirements of this chapter have been met.
The following plans and accompanying construction specifications may be required by the City Engineer before authorization of construction or installation of improvements:
A. 
Street plans and profiles showing existing and proposed grades, elevations and cross sections of required improvements.
B. 
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 National Geodetic Vertical Datum of 1929 (mean sea level).
C. 
Sanitary sewer plans and profiles showing the locations, grades, sizes, elevations and materials of required facilities, when located within the existing or proposed sanitary sewer service area.
D. 
Storm sewer plans and profiles showing the locations, grades, sizes, cross sections, elevations and materials of required facilities.
E. 
Water main plans and profiles showing the locations, sizes, elevations and materials of required facilities, when located within the existing or proposed sanitary sewer service area.
F. 
Erosion and sedimentation control plans showing those structures required to retard the rate of runoff water and those grading and excavating practices that will prevent erosion and sedimentation, the time span that soil will be exposed, and plans to protect existing vegetation (fences, tree wells, etc.) shall be prepared, and such plans shall generally follow the Conservation Practice Standards set forth in the National Handbook of Conservation Practices (NHCP), prepared by the United States Department of Agriculture, Natural Resources Conservation Service, and as said standards are set forth in the Wisconsin Field Office Technical Guide, as amended.[1]
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II).
G. 
Planting plans showing the locations, age, caliber, and species of any required grasses, vines, shrubs, and trees.
H. 
Additional special plans or information as required.
The subdivider shall cause all grading, excavations, open cuts, side slopes, and other land surface disturbances to be so mulched, seeded, sodded, or otherwise protected that erosion, siltation, sedimentation, and washing are prevented, in accordance with the plans and specifications approved by the City Engineer. In addition:
A. 
Sod shall be laid in strips at those intervals necessary to prevent erosion and at right angles to the direction of drainage.
B. 
Temporary vegetation and mulching shall be used to protect critical areas, and permanent vegetation shall be installed as soon as practical.
C. 
Construction at any given time shall be confined to the smallest practical area and for the shortest practical period of time.
D. 
Sediment basins shall be installed and maintained at all drainageways to trap, remove, and prevent sediment and debris from being washed outside the area being developed.
The subdivider shall make every effort to protect and retain all existing trees, shrubbery, vines, and grasses not actually lying in public roadways, drainageways, building foundation sites, private driveways, soil absorption waste disposal areas, paths, and trails. Such trees are to be protected and preserved during construction in accordance with sound conservation practices, including the preservation of trees by well islands or retaining walls whenever abutting grades are altered.
The subdivider, prior to commencing any work within the subdivision, shall make arrangements with the City Engineer to provide for adequate inspection. The City Engineer shall inspect and approve all completed work prior to approval of the final plat or release of the sureties.
Financial sureties furnished to the City by subdividers to ensure performance of obligations and guarantees under the terms of this chapter shall only be in a form which the City deems secure and may include certified checks, corporate bonds, irrevocable letters of credit in a form approved by the City, or performance bonds. The initial amount of the surety shall not be less than the full amount of the obligation being ensured, nor for less a period than the work is scheduled to be completed; however, the City shall allow reductions in the amount of the surety in proportion to the amounts of the obligations as they are fulfilled. In a dispute over the amount of a surety, the estimate prepared by the City Engineer shall be given the greater weight.