[R.O. 1992 § 410.045; Ord. No. 16-11557, 8-15-2016, effective 3-1-2017]
A.
Subdivision Construction Plan Content. The subdivision construction plans shall consist of the technical documents upon which consideration of the subdivision improvements shall be based, and construction contracts shall be let by the applicant. These plans shall consist of working drawings and design specifications. Plans for improvements shall be prepared by a registered professional engineer, and the streets, storm sewers, sidewalks, pedestrianways, and sanitary sewers shall be staked by a registered land surveyor. Construction plans shall be prepared on an exhibit not to exceed twenty-four (24) inches by thirty-six (36) inches. Plans shall be drawn at a horizontal scale of no more than one (1) inch equals fifty (50) feet and a vertical scale of one (1) inch equals ten (10) feet. Subdivision construction plans should provide the City with complete design and construction information, which includes all information on the preliminary plat as well as the following:
1.
Title page, which shall include key map showing the relationship of the area to be subdivided to the tract and which shall reflect areas of the tract previously subdivided plus adjacent streets. In addition, the name, address, and telephone number of the developer and engineering firm, as well as a registered professional engineer's seal, should be indicated.
2.
North arrow and graphic scale shall be indicated on each plan sheet.
3.
One (1) or more benchmarks, in or near the subdivision, to which the subdivision is referenced. The identity and elevation shall be based on United States Geological Survey datum.
4.
Profiles showing existing and proposed elevations along center lines of all roads. Where a proposed road intersects an existing road or roads, the elevation along the center line of the existing road or roads within one hundred (100) feet of the intersection, shall be shown; approximate radii of all curves, lengths of tangents and central angles on all streets.
5.
The Planning and Zoning Commission shall require, where steep slopes exist, that cross sections of all proposed streets at 100-foot stations shall be shown at five (5) points as follows: on a line at right angles to the center line of the street, and said elevation points shall be at the center line of the street, each property line, and points twenty-five (25) feet inside each property line.
6.
Plans and profiles showing the locations and typical cross sections of street pavements, including curbs and gutters, sidewalks, drainage easements, servitude, rights-of-way, manholes and catch basins; the locations of street trees, streetlighting standards and street signs; the location, size and invert elevations of existing and proposed sanitary sewers, stormwater drains and fire hydrants, showing connection to any existing or proposed utility systems; and exact location and size of all water, gas or other underground utilities or structures.
7.
Location, size, elevation and other appropriate description of any existing facilities or utilities, including, but not limited to, existing streets, sewers, drains, water mains, easements, water bodies, streams and other pertinent features, such as swamps, railroads, buildings; features noted on the major highway plan or Master Plan; and each tree with a diameter of eight (8) inches or more measured twelve (12) inches above ground level, where practical, at the point of connection to proposed facilities and utilities within the subdivision; the water elevations of adjoining lakes or streams at the date of the survey and the approximate high and low water elevations of such lakes or streams. All elevations shall be referred to as the United States Geological Survey datum plane. If the subdivision borders a lake, river or stream, the distances and bearings of a meander line established not less than twenty (20) feet back from the ordinary high watermark of such waterways.
8.
Topography at the same scale as the sketch plat with a contour interval of two (2) feet, referred to sea level datum. All datum provided shall be latest applicable United States Coast and Geodetic Survey datum and should be so noted on the plat.
9.
An erosion control plan identifying specific control methods to be used during site development. The plan shall also include procedures to be implemented to prevent unacceptable levels of soil, rock, and gravel being deposited on existing public streets and/or property via construction traffic.
10.
The results of any tests made to ascertain subsurface rock and soil conditions and the water table.
11.
Proposed type of treatment or method of sewage disposal to include name of trunk line, lateral or qualified sewage treatment system, where applicable.
12.
Indicate basic soil erosion control plan to be utilized during site development.
13.
Specify landscape plan and buffer yards as necessary.
14.
Provide copies of any proposed private restrictions, including boundaries of each type of use restriction.
15.
Proof of NPDES stormwater permit for developments of five (5) acres or more.
16.
Stormwater computations, plans and specifications, related development in report form sealed by a professional engineer, registered in the State of Missouri.