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ORDINANCE #1 : Township Plat Ordinance
NOTICE
WATERTOWN TOWNSHIP, CLINTON COUNTY, MICHIGAN
To the residents and property owners of Watertown Township, Clinton County, Michigan, and all other interested persons:
PLEASE TAKE NOTICE that the Township Board of Watertown Township, Clinton County, Michigan, at a regular meeting held April 3, 1965, adopted the following Watertown Township Ordinance No. 1 as governing said Township of Watertown to become effective May 3, 1965:
TOWNSHIP ORDINANCE NO. 1
TOWNSHIP PLAT ORDINANCE
APPROVED: APRIL 3, 1965 EFFECTIVE: May 3, 1965
An Ordinance to regulate the subdivision and platting of lands within the Township of Watertown, to provide minimum standards thereof, to provide penalties for the violation thereof, and to repeal all Ordinances or parts of Ordinances in conflict therewith:
THE TOWNSHIP BOARD OF WATERTOWN TOWNSHIP, CLINTON COUNTY, MICHIGAN, ORDAINS:
1. Name: This Ordinance shall be known and cited as the Watertown Township Plat Ordinance.
2. Regulations:
a. Whenever any land in Watertown Township is desired to be platted into lots and the plat thereof recorded, the proprietor of such plat shall, before making final plans therefor, file a preliminary proposed plat with the Township Board for recommendations and preliminary approval by the Township Board. Such preliminary proposed plat shall contain the name and address of the proprietor, the general location of streets and size of lots and streets within the plat, and the type of street construction and drainage structures to be constructed in the plat and plans for development of adjacent area. Preliminary proposed plat to be accompanied by a topographical map with contour lines shown.
(1) If rectangular in shape, not less than 100 feet in width along the street line and rear line, and 150 feet in depth along the interior side line and along the other side of a corner lot.
(2) If said lot is irregular in shape with straight or angular sides rather than curved sides, it shall be not less than one hundred (100) feet in width at a distance of forty (40) feet from the front lot line or street line and contain not less than fifteen thousand (15,000) square feet of overall area. Except in the case of lots which diminish in width from the street or lot line to rear, the said lots shall bot be less than one hundred (100) feet in width—fifty (50) feet from the street line or lot line, and shall contain not less than fifteen thousand (15,000) square feet overall.
If said lot is of a shape other than heretofore set forth, the minimum front or street line shall be in the discretion of the Township Board, provided it approximates the minimum size for rectangular or irregular lots and contains fifteen thousand (15,000) square feet of overall area.
(3) The results of a standard percolation test should be made at the center of each lot by a registered engineer or a professional engineer. The percolation test shall show a drop of at least six (6) inches per hour. In the event such test shows a drop of less than six (6) inches per hour, the lot size shall be increased 2,000 square feet for each drop of less than six (6) inches per hour. No permit shall be issued unless the fore-going requirements are complied with, and no permit shall be issued regardless of lot size if the percolation test shows a drop of less than one (1) inch per hour.
No plans for proposed subdivision drainage will be accepted by the Clinton County Drain Commissioner unless an adequate outlet is provided.
Drain easements shall be a minimum of thirty (30) feet (fifteen (15) feet either side of centerline) for construction and maintenance of drainage.
All subdivision drains shall be located inside the street boundaries and shall be place on the East and North side of streets. The Drain Commissioner shall be furnished a complete set of plans for the proposed drainage construction. The plans shall include a map of the entire drainage area showing the boundaries and total number of acres inside the boundaries. A plan showing the location of the drain, location of manholes and catchbasins and other pertinent information, including the profile of the drain and percent of grade, hub, grade elevations and out per 100 foot station. Semi-permanent Bench-Marks shall be established at various locations, witnessed and noted.
All construction shall be under the supervision of a competent engineer and shall be so constructed to the accepted engineering standards as to shaping the bottum, tamping, backfilling, etc. Placing of backfill material shall be subject to Clinton County Highway Commission requirements.
All drains shall be designed to carry a runoff of not less than four (4) acres inches per 24 hours from the proposed development and 1 ½ inches per 24 hours from the entire drainage area. No tile smaller than 8 inch diameter shall be used.
The tile drain shall be designed as A.S.T.M. Strength specifications. Tile crossing roadways shall be a strength of C-200 if Vitrified or Tongue and grooved reinforced if Concrete. All tile joints shall be tightly sealed. The drains shall be designed for a depth of which will permit adequate footing and basement drainage for all dwellings. Manholes shall be constructed at all street intersections, entrance of branch drains, angles in drains, change in size of tile, change of grade and located not more than 300 lin. feet apart. Manholes shall be precast, circular cement block or brick construction and plastered inside and out and shall be a minimum inside diameter of 48 inches. Cast iron rings and covers shall be placed on all manholes. Manholes on hard surfaced streets shall be brought up tot he finished grade of the street.
Catchbasins shall be located at all intersections of streets and other locations as required to admit surface runoff. Catchbasins shall be of precast, circular cement block or brick construction or other suitable material equal to M.S.H.D. specifications, and shall be plastered inside and out and have a minimum sump of 1.0 ft.
The platter may enter into an agreement with the Drain Commissioner for the construction of such storm water improvements with in a reasonable time and post a surety bond for the faithful performance of the agreement. In its certificate of approval, if granted, the governing body shall specify that the plat as approved complies with the provisions of Section No. 560/19A, P.A. 1961.
3. PENALTIES FOR VIOLATIONS:
Any person, firm or corporation who violates any of the provisions of this Ordinance shall be deemed guilty of a misdemeanor and shall be punished by a fine of not more than _________, or by imprisonment in the County jail not to exceed __________, or by both fine and imprisonment. In addition to the imposition of the foregoing penalties, the Township may proceed at law or equity with such other additional remedies as the Township Board may deem appropriate, and in accordance with the law and statute provided.
4. VALIDITY:
Should any section, clause or provision of this Ordinance declared by the courts to be invalid, the same shall not affect the validity of the Ordinance as a whole or any part thereof, other than the part so declared to be invalid.
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