City of Gerald, MO
Franklin County
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Table of Contents
Table of Contents
[R.O. 1996 § 510.010; Ord. No. 361, 1-26-1993; Ord. No. 561 §1, 1-13-2005]
General Statement. Words used in the present tense shall include the future; the singular number shall include the plural and the plural the singular; the word "building" shall include the word "structure"; the word "shall" is mandatory; the word "may" is permissive.
Definitions. For the purpose of these regulations, the terms used herein are defined as follows:
A public way which affords only a secondary means of access to property abutting thereon, or which is less than twenty (20) feet wide.
The entire area within the boundary lines of the proposed subdivision, including the area to be dedicated for street and alley right-of-way and public use.
The entire area within the boundary lines of the proposed subdivision, less the area to be dedicated for street and alley right-of-way and public use.
Any street, highway, river, pond, canal, railroad, levee, embankment or screening by a fence or hedge.
A definite point of known elevation and location and of more or less permanent character.
A line on a plat between which line and the street right-of-way no portion of the building may be erected, excluding landings, open balconies and roof overhangs.
A short, minor local street, having only one (1) end open for vehicular traffic and the other permanently terminated by a turnaround for vehicles.
A street having only one (1) end open for vehicular traffic.
The arrangement of land for easements, lots and right-of-way; including materials, improvement, alignment, grade, and width of these elements.
That person, firm or corporation by whom a tract will be divided and improved pursuant to the requirements of this Chapter.
A grant by a property owner to the public, a corporation, or a person of the use of land for a specific purpose.
A professional engineer registered in the State of Missouri.
An area with an average slope of twenty percent (20%) or more, and a cross slope from twenty percent (20%) to forty percent (40%).
A street in which the cross slope of the existing ground exceeds fifteen percent (15%) and the center line slope exceeds fifteen percent (15%).
The engineering plans showing types of materials and construction details for the improvements, excluding dwelling units, to be installed during development of the subdivision or mobile home park, prepared by a professional engineer.
Streets, sidewalks, pedestrianways, curbs, guttering, water mains, gas mains, electric utilities, storm sewers, sanitary sewers, sewage treatment facilities, monuments, landscaping, street lights, and other similar items.
A land surveyor registered in the State of Missouri.
A parcel of land occupied or intended for occupancy by a use permitted in Chapter 405, including one (1) main building together with its accessory buildings, the open spaces and parking spaces required by the Zoning Code, and having its principal frontage upon a street or upon an officially approved place.
A lot abutting upon two (2) or more streets at their intersection.
A lot having a frontage on two (2) non-intersecting streets as distinguished from a corner lot.
For the purpose of this regulation is the boundary line between a lot and the street right-of-way on which the lot fronts.
A Mobile Home Park District is any parcel of land consisting of three (3) or more acres upon which two (2) or more mobile homes, occupied for dwelling or sleeping purposes are located, regardless of whether or not a charge is made for such accommodation. A "mobile home space" means the area within a Mobile Home District designed for the accommodation of one (1) mobile home.
An all-weather, dust free, hard surface of asphalt, concrete or the like for travel or parking.
An easement or right-of-way dedicated to public use to facilitate pedestrian access to adjacent streets, roadways, and properties.
Any individual, firm, association, partnership or corporation.
Any tract or division of land which qualifies as either a major or minor subdivision and requires the construction of streets or improvements per Table A[1], set out in Section 510.020(B).
The graded portion of a street, upon which the base course, surface course, shoulders and median are constructed.
A term denoting a tract of land which is used primarily for the purpose of vehicular movement and includes all of the facilities and improvements within the right-of-way. This tract of land must be or have been a legally established public road as prescribed by law.
The portion of a street or road, including shoulder, intended for vehicular usage. (See "Street.")
The line parallel to the front, side, or rear lot line establishing the minimum space to be provided as the front, side, or rear yard.
The rate of deviation of the ground surface from the horizontal surface, as expressed in percentages.
A public or private thoroughfare which affords the principal means of access to abutting property.
A street which carries or is proposed to carry intermediate volumes of traffic from roads or highways to minor streets, and which may or may not be continuous and serves minor population centers not feasibly served by the arterial routes.
A street designed or utilized primarily for high vehicular speeds or for heavy volumes of traffic on a continuous route, with intersections at grade, and which may have direct access to abutting properties, and on which geometric design and traffic control measures are used to expedite the safe movement of through traffic.
A minor street parallel and adjacent to major streets, roads or highways, providing access to abutting properties.
A street used primarily for access to abutting properties, providing for minimum speeds and traffic volumes and the street is either a dead-end, or if continuous, short and serves areas of low population.
A street used primarily for access to six (6) or less abutting residential lots only, providing for minimum speeds and traffic volumes and the street is dead-end with a cul-de-sac and with no on-street parking at any time.
Anything constructed or erected, the use of which requires more or less permanent location on the ground or attached to something having a permanent location on the ground, including, but without limiting the general inclusiveness of the foregoing, advertising signs, billboards, backstops for tennis courts and pergolas.
Any person, firm, partnership, association, corporation, estate, or other group or combination acting as a unit, dividing or proposing to divide land in a manner that constitutes a subdivision or mobile home park as herein defined. The term "subdivider" shall include any agent of any subdivider.
The division of a parcel of land into two (2) or more lots, or other divisions of land; it includes resubdivision and, when appropriate to the content, relates to the process of subdividing or to the land or territory subdivided.
An area or parcel of land which the developers intend to subdivide and improve, or to cause to be subdivided and improved, pursuant to the requirements of this Chapter.
That portion of a street used for the movement of vehicles, exclusive of shoulders and auxiliary lanes.
An open space at grade between a building and the adjoining lot lines, unoccupied and unobstructed by any portion of a structure from the ground upward, except as otherwise provided herein. In measuring a yard for the purpose of determining the width of a side yard, the depth of a front yard or the depth of the rear yard, the minimum horizontal distance between the lot line and the main building shall be used.
A yard extending across the front of a lot and being the minimum horizontal distance between the street or place line and the main building or any projections thereof other than the projections of the usual uncovered steps, uncovered balconies, or uncovered porch. On corner lots, the front yard shall be considered as being parallel to the street upon which the lot has its least dimension.
A yard extending across the rear of a lot and being the required minimum horizontal distance between the rear lot line and the rear of the main building or any projections thereof other than the projections of uncovered steps, unenclosed balconies, or unenclosed porches. On all lots, the rear yard shall be in the rear of the front yard.
A yard between the main building and the side line of the lot, and extending from the required front yard to the required rear yard, and being the minimum horizontal distance between a side lot line and the side of the main building or any projections thereof.
Editor’s Note: Table A is included as an attachment to this Chapter.
[R.O. 1996 § 510.020; Ord. No. 361, 1-26-1993; Ord. No. 548 §1, 6-10-2004; Ord. No. 560 §1, 11-11-2004; Ord. No. 561 §§2 — 3, 1-13-2005; Ord. No. 2009-04 §1, 4-9-2009; Ord. No. 714 §2, 9-13-2012]
No street or subdivision plat shall be approved unless it conforms to the following minimum standards of design.
Relation To Adjoining Streets. The arrangement of rights-of-way in a subdivision shall provide for the continuation of the existing streets or rights-of-way in adjoining areas, unless the Board of Aldermen deems such continuation undesirable for reasons of topography or design. Where streets, subdivision streets or rights-of-way are continuations or extensions of existing street or right-of-way, the width thereof shall be at the same or greater width than the existing street or right-of-way, except that in no case shall the street or right-of-way in the subdivision be of less width than hereinafter provided in Table A[1], set out in Section 510.020(B).
Editor’s Note: Table A is included as an attachment to this Chapter.
Projection Of Streets. Where, in the opinion of the Board of Aldermen, it is desirable to provide future street access to adjoining areas, the streets and rights-of-way in the subdivision shall be extended by the provision of a right-of-way for street purposes from the end of the pavement to the property line of the subdivision. If deemed necessary by the Board of Aldermen any such dead-end street shall be provided with a temporary turnaround or "Y" intersection. The street arrangements shall not be such as to cause hardship to owners adjoining property in platting their own land and providing convenient access to it. However, nothing herein shall be construed to require that private streets in one (1) subdivision shall provide access to adjacent lands.
Classification Of Streets And Widths Of Right-Of-Way.
All streets shall be classified as either collector, minor, or marginal access (service) in accordance with their use and function, the standards of public safety, and topographic conditions. The classification of each street designated on a plat shall be reviewed by the Board of Aldermen and revised as necessary to conform with the standards or these regulations.
Streets and roads shall have the following rights-of-way and pavement widths:
Street Rights-Of-Way.
Street And Road Type
Right-Of-Way Width
See entrances below
Collector streets
See Table A[2], Section 510.020(B)
Minor streets
See Table A[3], Section 510.020(B)
Marginal access streets (service roads)
24-foott minimum pavement width
Editor’s Note: Table A is included as an attachment to this Chapter.
Editor’s Note: Table A is included as an attachment to this Chapter.
Entrances. Entrances and streets, from City, county or State roads leading into subdivisions, mobile home parks, and commercial/industrial areas, shall be designed and constructed in accordance with the following table and criteria:[4]
Editor’s Note: Table A is included as an attachment to this Chapter.
State Highway Entrances. Lesser widths of right-of-way for entrances across right-of-way of State highways may be approved by the Board of Aldermen provided the minimum pavement width is maintained per Subsection (B)(3)(b)(2) and/or Table A[5].
Editor’s Note: Table A is included as an attachment to this Chapter.
Curves. Curves at entrances to streets, mobile home parks and commercial/industrial areas shall have a radius of not less than forty (40) feet and meet the design standards of the City of Gerald and the Franklin County Highway Department for entrances from County Roads and Missouri Highway Department standards for entrances from State roads.
Permits. All entrances shall be constructed in accordance with design standards of the City, County or State Highway Department having jurisdiction, and upon the issuance of a permit.
Any subdivision platted along an existing street or county road shall provide additional right-of-way, as necessary, to meet the minimum width requirements set forth herein.
When the subdivision is located on only one (1) side of an existing street or county road, one-half (1/2) of the required right-of-way width, measured from the center line of the existing roadway, shall be provided.
When a proposed or existing street or road is located along the boundary line of said land to be subdivided, the entire right-of-way width must be provided as set forth.
Streets and/or roads shall intersect, as nearly as possible, at right angles, with adequate site distances to suit conditions and terrain.
Roadway intersections shall have minimum radii as defined in Table A[6]. When the smallest angle of street intersections are less than sixty degrees (60°), the Board of Aldermen shall require radii of greater length. Whenever necessary to permit the construction of an intersection having a desirable radius without reducing the sidewalk corner to less than normal width, the property line at such street corner shall be rounded or otherwise set back sufficiently to permit such construction the minimum radius shall be ten (10) feet.
Editor’s Note: Table A is included as an attachment to this Chapter.
No lot which abuts on either a collector or minor street shall have a service drive, curb cut or other means of access to a major street within forty (40) feet of the right-of-way of any street which intersects such major street, on the side on which such lot is located.
The City may require a street to be dedicated to public use in order to provide circulation.
Streets and roads shall be constructed to the City of Gerald's standards and specifications.
Curves And Grade Changes In Streets — Horizontal And Vertical.
A tangent of at least one hundred (100) feet long shall be introduced between reversed curves on major and collector streets.
Where there is a deflection angle of more than ten degrees (10°) in the alignment of a street, curve with a radius adequate to insure safe sight distance shall be made. The minimum radii of curves shall be:
Street Type
Minimum Curve Radius
350 feet
250 feet
100 feet
Minor (with cul-de-sac, serving 6 residential lots or less)
40 feet
All changes in grade for major and collector streets shall be connected by a vertical curve of a minimum length equal to twenty (20) times the algebraic difference in the rates of grade. The length of the curve for all other streets shall be ten (10) times the algebraic difference in the rates of grade.
Whenever a street intersects another street, no part of the center line of one (1) street within one hundred (100) feet of the near roadway line of such other street shall have a slope above such intersection in excess of six percent (6%) and the maximum grade of either street within an intersection shall be four percent (4%).
Street Grades And Elevations.
No street grade shall be in excess of twelve percent (12%) except as otherwise approved by the Board of Aldermen. Where grades are steep, streets may be constructed diagonally across contours. (See Hillside Development or Table A[7])
Editor’s Note: Table A is included as an attachment to this Chapter.
All curbing shall be designed so as to provide for the carrying of surface water from the surrounding drainage area, buildings and pavement. For adequate drainage, the minimum street grade shall be not less than one-half of one percent (0.5%).
The Board of Aldermen shall not approve streets which will be subject to frequent inundation or flooding.
Street Jogs. Street jogs with center line offsets of less than one hundred twenty-five (125) feet are prohibited.
Culs-De-Sac. Cul-de-sac streets shall be no longer than one thousand two hundred (1,200) feet, and shall terminate in a circular open space having a radius at the outside of the pavement of at least forty (40) feet and a diameter at the outside of the right-of-way of at least one hundred (100) feet; or by a paved "T" or "Y" shaped paved area having radii of not less than sixty (60) feet. (Refer to Table A[8])
Editor’s Note: Table A is included as an attachment to this Chapter.
Dead-End Streets. All streets, subdivisions, mobile home parks, commercial/industrial areas having single entrance street or dead-end street shall provide a cul-de-sac of not less than forty (40) feet radius for subdivisions, forty (40) feet radius for mobile home parks and sixty (60) feet radius for commercial/industrial areas. Stub streets, planned for future continuation, are not considered to be dead-end streets and must provide a temporary turnaround area if deemed necessary by the Board of Aldermen.
Street Names.
Proposed streets which are continuations of, or in alignment with, existing named streets shall bear the names of such existing streets.
The name of a proposed street which is not in alignment with an existing street shall not duplicate the name of any existing or platted street. (Names of streets within a postal area or adjoining postal area shall not be duplicates.) Names shall be deemed duplicates if the only difference relates to the use of a synonym for the term, street.
All names of streets proposed by the subdivider shall be approved or disapproved by the Board of Aldermen in accordance with these standards.
Street In Relation To Railroads, Expressways, Freeways And Parkways. When the area adjoins or contains, for a considerable distance, a railroad right-of-way, an expressway, freeway, or a parkway, a street shall be provided approximately parallel to the side of such right-of-way. In determining the distance of such parallel street from the right-of-way, consideration shall be given to the distance required for approach grades to future grade separations.
Slope Easements. Where a cut or fill for a road is outside the normal right-of-way, a slope easement shall be provided of sufficient area to permit the maintenance of the slope.
Reverse Strips. Reverse strips controlling access to streets shall be prohibited.
Street Grading Specifications.
All streets shall be graded to a width required to provide the minimum traveled way per Table A[9] plus any additional width required for drainage ditches and cuts or fills per this Section, unless otherwise approved by reason of special topographical conditions by the Board of Aldermen.
Editor’s Note: Table A is included as an attachment to this Chapter.
Each of the following steps shall be done in sequence:
Before grading is commenced, the entire area of the right-of-way shall be cleared of all tree stumps, roots, brush, and other objectionable materials and of all trees not intended for preservation. The subgrade shall be properly shaped, rolled, and uniformly compacted to conform with the accepted cross-section and grades.
In cuts, all tree stumps, boulders, organic material, soft clay, spongy material, and other objectionable materials shall be removed to a depth of at least two (2) feet below the graded surface. Loose or weathered rock, when encountered, shall be sacrificed to a depth of at least twelve (12) inches below the graded surface. Minimum slopes shall be as follows:
Earth slope, horizontal to vertical for types of terrain:
Height Of Cut Or Fill In Street
Medium Steep
0 — 4
4 — 10
10 — 15
2 1/2:1
1 3/4:1
15 — 20
1 1/2:1
Over 20
1 1/2:1
1 1/2:1
In fills, all tree stumps, boulders, organic material, soft clay, spongy material, and other objectionable materials shall be removed to a depth of at least two (2) feet below the natural ground surface. All such material as well as similar matter from cuts shall be removed from the right-of-way area and disposed of in such manner that it will not become incorporated in fills or hinder proper operation of the drainage system. All suitable material from roadway cuts may be used in the construction of fills, approaches or at other places as needed. The fill shall be spread in layers not to exceed eight (8) inches in loose and compacted with a minimum of six-ton roller or sheeps foot.
The filling of utility trenches and other areas not accessible to a sheeps foot roller shall be mechanically tamped, but where water is used to assist compaction, the water content shall not exceed the optimum of moisture content. (See Table in this Subsection for slope).
Minimum Pavement Widths. The minimum pavement width of a street shall be as set forth in Table A[10].
Editor’s Note: Table A is included as an attachment to this Chapter.
Pavement Specifications For Streets. Street pavements shall be constructed with the specifications for City of Gerald, per Section 510.040. The exception to this would be any new street construction which will be limited to surfacing with one (1) three-inch lay of asphalt or one (1) six-inch lay of concrete only.
Construction And Design Of Curbing And Guttering. The City of Gerald may accept "flush curbing" if such is deemed appropriate to provide proper drainage of stormwater consistent with this Chapter.
Utility And Drainage Facilities.
General Requirements. When it is necessary to install utilities in street right-of-way, the following requirements shall apply.
After grading is completed and before pavement base is applied, all of the in street underground work shall be completely installed and approved throughout the length of the street and across the flat section.
When the utility mains are outside the pavement areas, the subdivider may be permitted to omit installation of service connections, provided that at such time as such service connections are needed, they may be jacked across the street without breaking or weakening the existing pavement.
Where rock is known to exist beneath the pavement area and at such depth as to interfere with the jacking of service connections, the Board of Aldermen shall require the completed installation of service connections before any base is applied.
In cases where underground utilities are to be provided within the right-of-way of streets they should not be installed under the paved portions thereof, unless deemed necessary by appropriate authority.
The improvement plans for an adequate drainage system, including all necessary open ditches, pipes, culverts, intersectional drains, drop, inlets, bridges and other accessory structures and improvements shall be provided for the proper drainage of all surface water. Cross drains shall be provided to accommodate all natural water flow, and shall be of sufficient length to permit full width roadways and the required slopes. The size for openings to be provided shall be determined by the Rational Method or accepted engineering practice, but in no case shall the pipe be less than twelve (12) inches in diameter. The design of the storm drainage system shall be based on a ten-year design frequency. Where any natural watercourse is to be disturbed or blocked, adequate provisions shall be made to handle the water. Cross drains shall be built on straight line and grade and shall be laid on a firm base, but not on rock. Pipes shall be laid with their spigot ends pointing in the direction of the flow and with their ends fitted and matched to provide tight joints and a smooth uniform invert. They shall be placed at a sufficient depth below the roadbed to avoid dangerous pressure of impact, and in no case shall the top of the pipe be less than one (1) foot below the roadbed. Adequate drains shall be provided and runoff water shall not be permitted to flow over sidewalks and shall not be disposed of on adjacent properties. Precautions shall be taken to care for runoff water from roof surfaces.
Utility Connections. Service connections between stormwater drainage systems and sewage disposal systems shall not be permitted.
Street Name Signs. Metal or other durable material street name signs shall be installed at all intersections.
All proposed subdivisions shall have easements adequate for the installation and maintenance of utility facilities.
Stormwater easements and drainage right-of-way may be required if necessary for proper drainage within and through a subdivision.
Where a cut or fill for a street extends beyond the limits of the right-of-way, the developer shall provide a slope easement of sufficient area and limits to permit the construction and maintenance of the slope.
Hillside Development.
Lesser widths of right-of-way, pavements and accessory elements may be approved by the Board of Aldermen upon its determination that the cross slope will not permit compliance with provisions of this Chapter.
In subdivisions or portions thereof having lots of a minimum area of one (1) acre, the following should apply:
Street grades for minor residential streets may be increased to twenty-five percent (25%) provided that roll back curbs are installed.
Right-of-way width may be reduced to thirty (30) feet with a minimum pavement width of eighteen (18) feet, if roll back curbs are installed on at least one (1) side of the street.
Right-of-way width for a single lane street may be reduced to twenty (20) feet, with a pavement width of twelve (12) feet, if roll back curbs are installed.
Integral curbs may be permitted.
Pavements and curbs shall be constructed in accordance with the requirements contained herein.
Cuts And Fill Areas.
Cuts, excavation, grading and filling, where same materially changes the site and its relationship to the surrounding property, shall not be permitted except where adequate engineering facilities are constructed to prevent slides and erosion.
Where a cut or fill area is outside the normal right-of-way of the street, an easement shall be provided of sufficient width and area to permit the required side slopes, drainage channels, warping, and rounding of cross-section to be constructed and maintained.
[R.O. 1996 § 510.030; Ord. No. 361, 1-26-1993]
510a Standard Driveway Plan.tif
[R.O. 1996 § 510.040; Ord. No. 361, 1-26-1993; Ord. No. 714 §1, 9-13-2012]
510b Typical Street Cross Sections.tif
[R.O. 1996 § 510.050; Ord. No. 361, 1-26-1993; Ord. No. 714 §1, 9-13-2012]
510c Typical Roll Curb.tif
[R.O. 1996 § 510.060; Ord. No. 361, 1-26-1993]
510d Profile of Driveway.tif
[R.O. 1996 § 510.070; Ord. No. 714 §1, 7-13-2012]
510e Flush Curb.tif