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City of St. James, MO
Phelps County
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Table of Contents
Table of Contents
[CC 1985 § 25-58; Ord. No. 277, A3 § 1, 11-7-1966; Ord. No. 659, 8-7-2000]
Whenever the area is divided into lots containing one (1) or more acres and there are indications that such lots will eventually be re-subdivided into smaller building lots, consideration must be given to the highway, street and lot arrangement of the original subdivision so that additional minor streets can be opened which will permit a logical arrangement of smaller lots. Easements providing for the future opening and extension of such streets may, at the discretion of the City Council, be made a requirement of the plat.
[CC 1985 § 25-59; Ord. No. 277, A3 § 2, 11-7-1966; Ord. No. 659, 8-7-2000]
The arrangement of highways and streets in new subdivisions shall make provisions for the continuation of the existing highways and major streets (or their proper projection where adjoining property is not subdivided) insofar as they may be deemed necessary by the City Council for public requirements. The width of such highways and streets in new subdivisions shall not be less than the minimum street widths established herein. The highway and street arrangements shall also be such as to avoid hardship to owners of adjoining property when they plat their own land and seek to provide for convenient access to it.
[CC 1985 § 25-60; Ord. No. 277, A3 § 3, 11-7-1966; Ord. No. 659, 8-7-2000]
When the area to be subdivided adjoins a railroad right-of-way, the intersection of the center line of any street or highway paralleling the railroad with that of any street that crosses the railroad shall not be less than one hundred fifty (150) feet from the line of the railroad right-of-way.
[CC 1985 § 25-61; Ord. No. 277, A3 § 4, 11-7-1966; Ord. No. 659, 8-7-2000]
The minimum right of way width of a minor street shall be fifty (50) feet. Where streets adjoin unsubdivided property, a half street at least twenty-five (25) feet in right-of-way width shall be dedicated, and whenever subdivided property adjoins a half street, the remainder of the street shall be dedicated. No homes shall be constructed on half streets. Half streets are permitted where it is essential to the reasonable development of the subdivision, and at other locations where the City Engineer determines that it will be practical to require the dedication of the other half when adjoining property is subdivided. No roadway shall be constructed on a half street right-of-way until both halves of the half street have been dedicated to the City. The City Engineer may require the dedication of fifty (50) feet minimum right-of-way on perimeter streets to accommodate two (2) lanes of traffic.
[CC 1985 § 25-62; Ord. No. 277, A3 § 5, 11-7-1966; Ord. No. 659, 8-7-2000]
The minimum paved surface width for streets shall be twenty-eight (28) feet on cul-de-sac streets two hundred forty (240) feet or shorter and thirty-four (34) feet wide for any through street or any cul-de-sac street greater than two hundred forty (240) feet in length. Streets serving lots of one (1) acre or larger and that are two hundred forty (240) feet or shorter may, with approval of the Commission, be constructed with a minimum paved surface width of twenty (20) feet.
[CC 1985 § 26-63; Ord. No. 277, A3 § 6, 11-7-1966; Ord. No. 659, 8-7-2000]
A. 
Except in cases where unusual topographic conditions may make it advisable to modify these provision, the following shall apply:
1. 
Maximum length of eight hundred (800) feet.
2. 
Vehicular turnaround at the closed end of a street having a minimum right of way radius of fifty (50) feet and a roadway having a minimum radius of forty (40) feet to the interior curbline.
3. 
In the case of temporarily dead-end streets, which are stub streets designed to provide future connection with unsubdivided areas adjoining, the City Planning and Zoning Commission may require a temporary easement for a turnaround of the nature indicated above, or an appropriate area for a back-around, or a roadway at least twenty-six (26) feet in width of not excessive length to connect the temporary dead-end with an existing street.
[CC 1985 § 25-64; Ord. No. 277, A3 § 8, 11-7-1966; Ord. No. 659, 8-7-2000]
A. 
Street intersections shall be rounded by radii of at least thirty (30) feet.
B. 
Streets should be laid out to intersect at right angles and may be curved approaching the intersection in order to bring this about; no street shall intersect any other street at an angle of less than sixty degrees (60).
C. 
The design of the intersection should be such that a clear sight distance will be maintained for seventy-five (75) feet at the roadway center line with no obstruction to sight within the triangle formed by these points.
[CC 1985 § 25-65; Ord. No. 277, A3 § 9, 11-7-1966; Ord. No. 659, 8-7-2000]
Streets that are obviously in alignment with others already existing and named shall bear the name of the existing streets. The proposed names of new streets shall be shown on the final plat and such names shall not duplicate or sound similar to existing street names. The City Engineer shall determine street names and house numbers.
[CC 1985 § 25-66; Ord. No. 277, A3 § 10, 11-7-1966; Ord. No. 659, 8-7-2000]
A. 
No block shall be longer than one thousand two hundred (1,200) feet between street lines. An easement near the center of the block not less than ten (10) feet wide for a crosswalk may be required on blocks that are over seven hundred fifty (750) feet in length.
B. 
The width of blocks, except for special reasons, shall not be less than two hundred (200) feet.
[CC 1985 § 25-67; Ord. No. 277, A3 § 11, 11-7-1966; Ord. No. 659, 8-7-2000]
A. 
The lot arrangement and design shall be such that all lots will provide satisfactory building sites, properly related to topography and the character of surrounding development.
B. 
The width and area of all lots shall comply with the requirements of the zoning district in which they are located. Unless otherwise determined by zoning regulations, no residential lot shall be less than sixty (60) feet in width at the building line, or less than eighty (80) feet in depth, or less than seven thousand two hundred (7,200) square feet in area.
C. 
The foregoing requirements apply only to residential lots served by public sanitary sewers. In the case of lots not so served, such lots shall be of sufficient additional area to properly accommodate a suitable private sewage disposal device. The City Planning and Zoning Commission will determine the required lot size upon report of appropriate tests and adequate determination and recommendation of the County Health Officer or State Board of Health.
D. 
In all lots, so far as possible, the side lines shall be at right angles to straight street lines or radial to curved street lines, except where a variation of this rule will provide a better street and lot layout.
E. 
Double frontage and reverse frontage lots shall be avoided except where their use will produce definite advantages in meeting special situations in relation to topography, sound site planning and proper land use.
[CC 1985 § 25-68; Ord. No. 277, A3 § 12, 11-7-1966; Ord. No. 659, 8-7-2000]
A. 
Building lines conforming to zoning regulations shall be shown on all lots within the platted area. Provisions shall be made by the owner's declaration of plat, requiring all roofed or enclosed parts of buildings to be set back to such building lines.
B. 
Eaves, cornices or other similar architectural features shall be permitted to project into a required yard no more than twelve (12) inches. Chimneys shall be permitted to project no more than two (2) feet, provided the width of any side yard is not reduced to less than thirty (30) inches.
C. 
Open, unenclosed ramps, porches, platforms or landings, not covered by a roof, shall be permitted to extend no more than six (6) feet into the required front yard, provided such porch does not extend above the first level and is no more than six (6) feet above grade at any point.
D. 
Windows shall be permitted to project into a required rear yard no more than six (6) inches.
[CC 1985 § 25-69; Ord. No. 277, A3 § 13, 11-7-1966; Ord. No. 659, 8-7-2000]
Whenever a subdivision is developed as a modern neighborhood or community unit, wherein adequate park area is provided and through traffic is adequately cared for and the majority of the minor streets are of the cul-de-sac type, the Commission may vary the requirements of Sections 410.080, 410.090, 410.100, 410.130, 410.140 and 410.150 of this Article in order to allow the subdivider more freedom in the arrangements of the streets and lots, but at the same time protect the convenience, health and safety of the probable future residents of the subdivision as well as the general welfare of the surrounding area.
[CC 1985 § 25-70; Ord. No. 277, A3 § 8, 11-7-1966; Ord. No. 659, 8-7-2000]
The City Planning and Zoning Commission and City Council may require that certain minimum regulations regarding type and character of development be incorporated in the owner's declaration of plat. Such regulations shall be intended to protect the character and development of the platted subdivision, as well as that of the surrounding development.
[CC 1985 § 25-71; Ord. No. 324 § 2, 4-3-1972; Ord. No. 574 §§ 2 — 5, 5-5-1997; Ord. No. 659, 8-7-2000]
A. 
Where alleys are not provided in the plat of the City of St. James, Missouri, easements of not less than ten (10) feet in width shall be granted to the City by the owner on each side of all rear lot lines and, where necessary, side lot lines, for public utility requirements. Easements of greater width shall be granted to the City along lots lines or across lots when necessary for extensions of main sewers or other utilities.
B. 
The placement or construction of buildings or structures on such public utility easements shall be permitted only pursuant to the provisions of this Section.
C. 
The owner of any lot within the limits of the City of St. James, Missouri, may make written application to the City Engineer for the placement or construction of any building or structure. The City Engineer shall have authority to approve the placement or construction of any fences across such utility easements and such fences shall be permitted upon the owner's compliance with this Chapter. Any request for placement or construction of a building or structure, other than a fence, shall be presented by the City Engineer to the City Council for consideration.
D. 
The owner of any lot within the limits of the City of St. James, Missouri, who makes application to the City Engineer must apply for and receive a permit from the City Engineer prior to placement or construction of any fence on such property where a public utility easement has been granted to the City. In making application to and requesting a permit from the City, each such lot owner shall agree in writing to the following conditions:
1. 
To notify the City Engineer in writing so as to locate the presence of all underground utilities prior to the placement or construction of any such fence.
2. 
To maintain access to the lot on which the City maintains a public utility easement by:
a. 
Providing a gate with a minimum width of ten (10) feet on both ends of such easement, whether such gate consists of a single, ten-foot wide gate or two (2) five-foot wide gates.
b. 
Agreeing to remove the fence in a timely fashion if notified by the City that access to the public utility easement is required.
c. 
Accepting responsibility for replacement or repair of the fence should City utility crews be required to remove the fence in order to gain access to the easement in an emergency situation or should the lot owner fail to remove the fence in a timely manner when so notified to do so by the City.
[CC 1985 § 25-72; Ord. No. 277, A3 § 16, 11-7-1966; Ord. No. 659, 8-7-2000]
Wherever any stream or surface watercourse is located in an area that is being subdivided, the subdivider shall at his/her own expense make adequate provisions for the proper drainage of surface water and shall also provide and dedicate to the City of St. James an easement along said streams and watercourses meeting the approval of the City Planning and Zoning Commission.
[CC 1985 § 25-73; Ord. No. 659, 8-7-2000]
Storm sewers and open drainageways, including all appurtenant drainage structures, shall be constructed where necessary in accordance with plans and profiles and are prepared by the subdivider's engineer and approved by the City Engineer. A contour map shall be prepared for the area comprising the subdivision and such additional area as may be required by the City Engineer, to include any significant watersheds which drain into or through the property to be developed. The design for drainage of the subdivision must be adequate to provide for drainage of adjacent watershed areas after complete development of the total area. The subdivider on the final plat must dedicate rights-of-way and easements for drainage facilities where such facilities do not lie within public street areas.
[CC 1985 § 25-74; Ord. No. 277, A3 § 18, 11-7-1966; Ord. No. 659, 8-7-2000]
Where an area being subdivided includes lands proposed to be used for parks or schools, the subdivider shall indicate the location of such areas on the subdivision plat. Park sites are to be purchased within one (1) year of the recording date of the subdivision by the City at the appraised raw land value prior to subdivision plus one-half (1/2) of the cost of grading and paving, including curbs, of the portion of any streets that are contiguous to the site. School sites are to be reserved for two (2) years giving the appropriate school district the right to purchase the land at the appraised raw land value prior to subdivision plus one-half (1/2) the cost of grading and paving, including curbs, of any streets contiguous to the site. Should the park or school sites not be purchased within the time limit specified above, the subdivider may then sell them for an alternate purpose as shown on the approved subdivision plat.
[CC 1985 § 25-75; Ord. No. 277, A3 § 17, 11-7-1966; Ord. No. 659, 8-7-2000]
Monuments shall be placed at block corners, point of curves, change in direction along lot lines and at each lot corner in accordance with specifications of the City Engineer.
[CC 1985 § 25-76; Ord. No. 659, 8-7-2000]
A. 
Streets and right-of-way of subdivisions shall comply with the following specifications:
1. 
The right-of-way width and the roadway width for each type of street shall not be less than that specified in Section 410.080.
2. 
The crown of each street shall not be less than four (4) inches nor greater than six (6) inches.
3. 
Subgrade Preparation.
a. 
The roadbed shall be stripped of all organic and other unsuitable materials. The subgrade surface shall be brought to the specified lines, grades and cross section. Tolerance shall be plus or minus five hundredths (0.05) foot.
b. 
The subgrade shall be compacted in both cut and fill sections to a density of ninety-five percent (95%) of the maximum density for the material used as determined by ASTM designation D-698. Cut sections shall be compacted to a depth of at least six (6) inches below finished subgrade elevation. Fill sections shall be compacted in lifts of less than six (6) inches.
c. 
The newly finished subgrade shall be repaired from any action of the elements. Any settlement or washing that occurs prior to placing of aggregate base shall be repaired to the specified lines and grade and cross section.
d. 
The subdivider shall have compaction tests taken on the subgrade at distances along the roadway every three hundred (300) feet or fraction thereof as directed by the City Engineer. The results of these tests must be certified by a registered professional engineer and must be submitted to and approved by the City Engineer prior to the installation of any aggregate base materials.
e. 
It shall be the responsibility of the subdivider to remove and replace unsuitable material in order to meet the above compaction requirements. Admixtures to the soil, such as cement or lime, is acceptable.
4. 
Aggregate Base (Compacted Granular Base).
a. 
Aggregate base shall consist of crushed limestone or dolomite meeting the following gradation requirements:
(1) 
Passing 1-inch sieve: 100%.
(2) 
Passing 1/2-inch sieve: 55-90%.
(3) 
Passing No. 4 sieve: 8-40%.
(4) 
Passing No. 10 sieve: 0-15%.
(5) 
Passing No. 200 sieve: 0-4%.
b. 
Upon request by the City Engineer, the above gradation requirement shall be certified by the material supplier. The City Engineer must approve any variance from these criteria.
c. 
Aggregate base material shall be compacted to a density of ninety-five percent (95%) of the maximum density for the material used as determined by ASTM designation D-698.
d. 
The minimum thickness of base materials for specific street types shall be six (6) inches. Thicker bases will be required in industrial areas or areas of poor soil conditions.
5. 
Paving And Finishing.
a. 
The contractor shall be responsible for raising and lowering manholes and valve boxes to finish grade. The contractor shall furnish manhole rings and valve can extensions.
b. 
The minimum thickness of paving materials for specific street types shall be two (2) inches for hot mix asphalt or three-fourths (3/4) inch for double bituminous surface treatments.
c. 
In industrial areas or other areas subject to heavy trucks or equipment loads, or in areas where poor soil conditions exist, the above thickness requirements will be increased by the City Engineer.
d. 
The City Engineer shall approve all base and surface materials and their method of placement.
6. 
The finished grade of the parkway (being the area between the curb and gutter and the right-of-way line or property line) shall, where possible, slope from the back or top of curb to a point three (3) inches to twelve (12) inches above the curb at a point perpendicular to curb and gutter or street center line.
[CC 1985 § 25-77; Ord. No. 659, 8-7-2000]
A. 
All streets shall be bound by curb and gutter.
B. 
All concrete shall be air entrained with four percent (4%) to six percent (6%) air, six-bag mix developing four thousand (4,000) psi in twenty-eight (28) days. Slump shall be two (2) inches to four (4) inches. Aggregate gradation shall conform to ASTM C33 with one-and-one-half-inch maximum size aggregate.
C. 
The flag of such cement concrete gutter shall be eighteen (18) inches wide and one-half (1/2) inch above flow line and of a thickness of six (6) inches and the top of the curb shall be six (6) inches above the flow line.
D. 
Backfill material, where necessary, shall be placed as soon as possible after seventy-two (72) hours has elapsed from time of placement of the curb and gutter.
E. 
No concrete shall be placed when the ambient temperature is below twenty-six degrees Fahrenheit (26° F.). Concrete placed during rain may be rejected by the City Engineer if the finish is damaged as a result thereof, and rejected work must be corrected by the subdivider.
[CC 1985 § 25-78; Ord. No. 277, A3 § 7, 11-7-1966; Ord. No. 659, 8-7-2000]
A. 
Streets shall be so arranged that grades shall not exceed ten percent (10%) for major thoroughfares and fifteen percent (15%) for minor streets. The City Planning and Zoning Commission may permit variation from these grades where it deems modification advisable to adjust topographic situations.
B. 
The owner of the subdivision shall provide the City Engineer with plans and drawings which show the grades of all streets and curbs within such subdivision.
C. 
All changes in street grades shall be connected by a vertical curve of reasonable length to assure adequate visibility.
D. 
In approaching intersections, there should be a suitable leveling of the street at a grade generally not exceeding five percent (5%) and for a distance of generally not less than one hundred (100) feet from the nearest line of the intersecting street. The grade within the intersection should be as level as possible, permitting proper drainage.
E. 
No street grades shall be less than one-half of one percent (0.5%) on any type street.
[CC 1985 § 25-79; Ord. No. 659, 8-7-2000]
A. 
The subdivider's surveyor shall establish or confirm the prior establishment of permanent monuments at each and every controlling corner on the boundaries of the parcel or tract of land being subdivided or as approved by the City Engineer. In addition, the subdivider's surveyor shall establish at least two (2) permanent monuments as approved by the City Engineer for each and every block in the subdivision. Such monuments shall be placed so as to create base lines in each block from which all other points and lines in that block are laid out. All monuments established under the provisions of this Subsection shall be concrete monuments and shall meet minimum standards for monumentation as established by the State land survey authority.
B. 
All land surveys shall meet the requirements of the current minimum standards for property boundary surveys adopted by the State land survey authority.
C. 
The subdivider's survey shall furnish the City Engineer's office with a reproducible copy of the approved final subdivision plat.
[CC 1985 § 25-80; Ord. No. 659, 8-7-2000]
Subdivisions shall have sidewalks on one (1) side of the street. There is established and set apart a strip of land from front property line to the curb or edge of the street on either side of all the streets in the residence portion within the City, to be known as the "sidewalk and tree zone." In the construction of sidewalks, such sidewalks shall be set adjacent to the property line and shall be four (4) feet six (6) inches wide, unless otherwise provided by this Code or other ordinances. Where sidewalks exist, the remainder of the strip of land shall be used only for the purpose of planting grass, shade trees, and ornamental trees by the adjacent property owners. In the working or repairing of any streets, due regard shall be had for the purposes for which this strip of land or zone is dedicated.