ZONING ORDINANCE - Stark County, North Dakota

5) The development plan shall be drawn at a scale of one inch representing four
hundred (400) feet.
6) The Planning and Zoning Commission may require other information as a
part of the development plan.
7.5.4 Review Process for Preliminary Plats
1) The Planning and Zoning Commission shall review the preliminary plat and
may request additional information before it takes action.
2) The conditional approval of a preliminary plat shall clearly state the nature
and extent of the conditions which shall be met before a final plat is
submitted for review and approval. Conditional approval of a preliminary
plat by the Planning and Zoning Commission is not an acceptance of a
subdivision plat, but is an expression of approval of a general plat as a guide
to preparation of a subdivision for final plat review and approval.
3) The Planning and Zoning Commission may require the subdivider to submit
a revised preliminary plat before the subdivider proceeds with the preparation
of the final plat.
4) Approval of the preliminary plat shall be effective for a period of two (2)
years within which a final plat shall be prepared. If the final plat is not
submitted within this time period, the County Commission may require the
subdivider to resubmit the preliminary plat for review and approval, unless
the developer had provided a detailed timetable for the preparation of the
final plat(s).
7.6 Data Omitted on Minor Subdivision Plats
The following may be omitted from any preliminary plat for a minor subdivision:
1) Topographic contours at a two foot interval or a maximum interval of five feet if the
latter is acceptable to the reviewing authority.
2) Location and extent of problem soil types and results of all percolation tests, if
required.
3) Location of easements and other areas to be dedicated for public purposes.
4) Layout of public and private utility service lines and easements to include sewer and
water, gas, electric, telephone, and communication lines.
5) Stream and drainage structures, sedimentation basins, altered drainage profiles and
culvert or bridge specifications.
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