(1)
Scope. It is intended that the development standards and provisions as set forth in this Section shall be required in connection with all building and construction in the Sensitive Area Overlay Zone. The applicant shall submit to the Community Development Department the information required by this Section prior to the issuance of a building permit.
(2)
Site Plan. The applicant shall submit an engineered site plan, to include at least the following information:
(a) dwelling location;
(b) contour lines at one-foot intervals;
(c) location of retaining walls with heights greater than 18 inches above finished grade; and,
(d) vegetation types and locations.
(3)
Cross-section. The site plan shall be accompanied by a cross-section showing the information required in this Section as well as driveway slope and slope percentage for each change in slope.
(4)
Drainage and Erosion. The area of the watershed, together with other relevant information, shall be used to determine the amount of storm water runoff generated before and after construction.
(a) The “Rational Method”, or other method as approved by the Building Official or City Engineer, shall be used in computing runoff. The basic formula for the “Rational Method” is:
Q = CIA in which:
Q = Runoff in cubic feet per second (c.f.s.)
C = Coefficient of runoff or the portion of storm water which runs off a given area. The following ranges for C value are typical examples. The actual C value used shall be approved by the City Engineer.
Type of Development Runoff Coefficient
Industrial & Commercial .80 – .90–
Residential .30 – .40–
Parks .15 – .24–
Agricultural .10 – .20–
I = Average rainfall intensity during time of concentration for both 10- and 25-year return periods in inches per hour. The time of concentration shall be defined as the time required for water to flow from the most remote point of the section under consideration.
A = Drainage area in acres.
(b) Lots shall be arranged to ensure adequate setbacks from drainage channels. The 100 year return event storm shall be that basis for calculating setbacks, drainage conveyance around structures, and foundation elevations. No structures shall be allowed in the 100 year flood plain or the special hazard flood area.
(c) Facilities for the collection and conveyance of storm water runoff shall be constructed on development sites according to the following requirements:
(i) Such facilities shall be among the first improvements or facilities constructed on the development site.
(ii) Such facilities shall be designed so as to detain safely and adequately the maximum expected storm water runoff for a 25-year storm, not to exceed 0.2 cubic feet per second per acre, or the 10-year storm, not to exceed 0.1 cubic feet per second per acre, whichever is more restrictive, on the development site.
(iii) Such facilities shall be so designed as to divert surface water away from cut faces or sloping surfaces of a fill.
(iv) The existing natural drainage system will be utilized, as much as possible, in its unimproved state.
(v) W here drainage channels are required, wide shallow swales lined with appropriate vegetation shall be used instead of cutting narrow, deep drainage ditches.
(vi) Flow retarding devices such as detention ponds and recharge berms shall be used where practical to minimize increases in runoff volume and peak flow rate due to development. Areas which have shallow or perched groundwater or areas that are unstable must be given additional consideration.
(d) Construction on the development site shall be of a nature that will minimize the disturbance of vegetation cover, especially between October 15 and March 15 of the following year.
(e) Erosion control measures on the development site shall be required to minimize the increased solids loading in runoff from such areas. The detailed design system to control storm water erosion during and after construction shall be contained in the Grading and Drainage Report.
(5)
Vegetation and Revegetation.(a) Vegetation shall be removed only when absolutely necessary, i.e., for buildings, filled areas, roads, and firebreaks. Every effort shall be made to conserve topsoil which is removed during construction for later use on areas requiring vegetation or landscaping, i.e., cut-and-fill slopes. Vegetation sufficient to stabilize the soil shall be established on all disturbed areas, including lots which may be subject to future grading, as each stage of grading is completed. Areas not contained within lot boundaries shall be protected with adapted fire-resistant species of perennial vegetative cover after all construction is completed.
(b) All areas on development sites cleared of natural vegetation in the course of construction of public improvements shall be replanted with revegetation which has good erosion control characteristics.
(c) New planting shall be protected with mulch material and fertilized in conjunction with the planting and watering schedule.
(d) Installation of all required landscaping shall begin no later than one month after the date that the main structure on the property is ready for occupancy or by March 15, whichever is later.
(e) Vegetation shall be a mixture of plant materials; i.e., trees, shrubs, grass, and forbs. Native plant materials are preferred.
(f) Landscaping shall be substantially completed within nine months after the date the primary structure is ready for occupancy.
(g) Front yards and side yards shall be completely landscaped except for driveways, walkways and on-grade patios.
(h) All other areas disturbed during construction shall be either landscaped or revegetated to a natural state.
(i) Lawns or gardens are prohibited in the undevelopable areas.
(j) No vegetation shall be removed on a continuous hillside, crest
(upslope or downslope) or a slope 30% or greater unless otherwise determined in writing by the Mayor upon recommendation of the City Engineer for public uses such as trails and open space improvements. Any revegetation of such a hillside shall have the approval of the City Engineer.
(k) Topsoil removed during construction shall be conserved for later use on areas requiring vegetation or landscaping; i.e., cut and fill slopes.
(l) All disturbed soil surfaces shall be stabilized or covered prior to the first day of November. If the planned impervious surfaces such as roads and driveways cannot be established prior to November 1st, a temporary treatment adequate to prevent erosion shall be installed on those surfaces.
(m) The property owner and/or developer shall be fully responsible for any destruction of native or applied vegetation identified as necessary for retention and shall be responsible for such destroyed vegetation. They shall carry the responsibility both for employees and subcontractors from the first day of construction until the final acceptance of improvements. The property owner and developer shall replace all destroyed vegetation.
(6)
Geology.(a) No structures shall be built on any zones of deformation with respect to active faults.
(b) No structures or public improvements shall be allowed on any active landslide, rock fall zone, or flow field area.
(c) Problems associated with development on or near perched ground water and shallow ground water must be mitigated in a manner as approved by the City Engineer. (Ord. 98-33-B, 10-07-98)
(7)
Fire Protection.
(a) Lots shall not be allowed or approved where the static water pressure from the City water system serving the proposed lot or lots is less than 40 pounds per square inch or where fire flow as specified in the International Fire Code is not met.
(b) Fire hydrants required to be constructed on private property shall be installed at the expense of the property owner, shall be privately owned and maintained, and shall be connected by a privately owned and maintained eight-inch water line from the water main. The hydrant shall be located in accordance with the International Fire Code. Fire hydrants shall be located on all required access roads or driveways as required by Tooele City and shall be located within five feet of the paved surface of the required access road or driveway. If in the opinion of the Fire Chief, fire hydrants are vulnerable to vehicular damage, appropriate crash posts shall be required. No obstruction shall exist within a three-foot working area of each fire hydrant. Required crash posts shall be a four-inch minimum diameter concrete filled pipe, having a minimum of three feet in height above grade, with 30 inches of pipe below grade set in concrete. Hydrant shut-off valves shall be located no closer than five feet from the hydrant and no further than 20 feet.
(c) The property owner shall grant unto the City a public utility easement along the course and full width of the access road or driveway.
(d) Each development site and building permit for private lots, flag lots, and lots where the front setback is greater than 50 feet shall be reviewed by the fire department to see that it complies with the International Fire Code, Access Roadways for Fire Apparatus.
(e) Development adjacent to public lands shall provide access for fire protection vehicles and equipment.
(8)
Grading, Cuts, and Fill.
(a) A grading and drainage plan shall be prepared by a professional engineer registered in the state. The plan must be sufficient to determine the erosion-control measures necessary to prevent soil loss during construction and after project completion.
(b) Grading and other surface-disturbing activities are prohibited in all undevelopable areas within the lot or the subdivision. Prior to any grading or other surface-disturbing activity on the property, the undevelopable areas shall be clearly delineated by temporary fencing or flagging. Any flagging stakes used to delineate undevelopable areas shall be a minimum of four feet above grade and no more than eight feet apart.
(c) No grading within the limits of the proposed development shall be permitted prior to approval of the final plat by the City Council and approval of the construction drawings by the City Engineer, and no grading of individual lots shall be permitted prior to the issuance of a building permit. The established ground of any lot shall not be raised or lowered more than four feet at any point for the construction of any structure or improvement, except:
(i) within the buildable area, established ground may be raised or lowered a maximum of six feet by grading or retaining walls; and,
(ii) as necessary to construct driveway access from the street to the garage or parking area, grade changes and/or retaining walls up to six feet from the established ground may be permitted.
(d) Exposed surfaces of an excavation or fill shall not be steeper than one vertical to three horizontal, or as recommended by the geotechnical report.
(e) The top and bottom edges of slopes caused by an excavation or fill shall be at least three horizontal feet from the property line or public right-of-way lines, or greater as required by the geotechnical report.
(f) The maximum vertical height of all cuts or fills shall be ten feet. Fills for slumps or other natural depressions, necessary for public roads or other City utilities, may exceed ten feet if approved by the Mayor upon recommendation of the City Engineer.
(g) All structures, except retaining walls or soil stabilization improvements, shall have a setback from the crest of the fill or base of the cut of a minimum distance equal to the depth of the fill or the height of the cut, unless a structurally sound, engineered retaining wall is built for the cut or fill slope.
(h) No grading, cuts, fills, or terracing will be allowed on a continuous hillside, crest (upslope or downslope) or a slope of 30 percent or greater, unless otherwise determined necessary for public purposes by the Mayor upon recommendation of the City Engineer.
(9)
Streets and Ways. Streets, roadways and private access ways shall follow as nearly as possible the natural terrain.
(a) Roads and other vehicular routes shall not cross property having a slope greater than 30 percent unless, after review by the City Engineer, recommendation of the Planning Commission, and a finding by the City Council that:
(i) appropriate engineering measures can be taken to minimize the impact of the cuts and fills, consistent with the purpose of this Chapter; and,
(ii) the environment and aesthetics of the area will not be significantly affected.
(b) The following additional standards shall apply:
(i) At least two ingress and egress routes shall be provided for each subdivision or PUD project.
(ii) Cul-de-sacs shall meet the requirements of Tooele City Code §4-8-2, as amended.
(iii) Points of access shall be provided to all developed and nondeveloped areas for emergency and fire fighting equipment. Driveways located upon each lot extending from a public street or access road shall be a minimum of 20 feet wide. Where such roadway is adjacent to required fire hydrants, the width shall be a minimum of 26 feet within 20 feet in either direction from the hydrant. Such required widths shall be unobstructed, including parking of vehicles, and shall have a minimum vertical clearance of 13 feet six inches.
(c) Centerline curvatures shall not be less than a 100 foot radius on any street.
(d) Variations of the street design standards developed to solve special hillside visual and functional problems may be presented to the Planning Commission for recommendation to the City Council. Examples of such variations may be the use of split roadways to avoid deep cuts, one-way streets, modifications of surface drainage treatments, sidewalk design, or the extension of a cul-de-sac.
(e) Development sites which are located near canyon trails will provide access to those trails. Parking areas at trail heads may be required by the City Council upon recommendation of the Planning Commission.
(f) Property owners shall be required to identify and mark fire lanes to the satisfaction and approval of the fire chief. Signs shall be posted near the entrances of access roadways and driveways. Spacing and placing of signs shall be subject to the approval of the fire chief. Signs shall be a minimum of 17 inches by 24 inches in one inch block lettering with one-half inch stroke on a contrasting background. Signs shall read “No Parking – Fire Department Access Road.”
(g) The maximum amount of impervious surface for streets and roadways shall be 20 percent of the entire development site.
(h) Any access road or driveway shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building.
(i) All public or private streets for vehicular traffic shall have a maximum grade of 10 percent.
(j) An all-weather surface capable of supporting the imposed load of fire apparatus shall be provided. If constructed of asphalt, the street or driveway shall be a minimum of three inches of asphalt over a minimum of eight inches of compacted road base, or as indicated in the geotechnical report, whichever is greater. If constructed of concrete, the access road or driveway shall have a minimum of six inches of concrete over a compacted road base, or as indicated in the geotechnical report, whichever is greater.
(k) The street or driveway shall be maintained by the property owner or possessor of the premises in good condition and repair and with adequate snow removal so as to provide free and uninhibited access by emergency service vehicles.
(l) Roads shall be designed to meet the City design standards.
(10)
Architectural Design.
(a) Buildings proposed for construction in hillside or canyon areas within the Sensitive Area Overlay Zone shall be designed to be visually compatible with the natural beauty of the hillsides and canyons. The use of building materials in colors that will blend harmoniously with the natural settings are encouraged. Such materials as natural woods, brick in earth colors and stone are considered to be most appropriate. Roof colors should be earth tones. White, bright and reflective materials are not encouraged on roofs. Tile, slate, architectural asphalt shingles and fire- retardant wood are permitted as roofing materials.
(b) All residential building permits shall be subject to the design standards contained in Tooele City Code Chapter 7-11a and 7-11b.
(11)
Mechanical equipment. Mechanical equipment including swamp coolers, air conditioning, heat pumps, vents, blowers and fans shall be screened from view or painted to match the structure color adjacent to the equipment, and shall not extend above the highest roof ridge line. Roof-mounted solar collections panels need not be screened or painted so long as they are mounted parallel to and flush with the roof slope and do no project above the ridge line of the roof segment upon which they are mounted.
(12)
Satellite or wireless antennae. Satellite or wireless antennae having a diameter of 30 inches or more, including receive-only antennae, shall only be constructed within the rear yard of the lot and not on any building. Satellite antennae shall be painted nonreflective black or other dark earth-tone colors. Satellite dishes shall be limited to 13 feet in overall height, including the base upon the established ground, and shall be no more than twelve feet in diameter.
(13)
Exterior lighting. Floodlighting of structures is prohibited. Exterior lighting shall be architecturally integrated decorative lighting. Yard areas may be lit only with “directional” lighting and no direct light beam may impact any other property except for security lights intended to be activated only at limited times as necessary for immediate security.
(14)
On-site development. The property owner shall be fully responsible for making all improvements in accordance with the development site approval.
(15)
Utilities. To the maximum extent practical, all utilities shall be placed within existing road rights-of- way and front yard setbacks. All water, sewer, electrical, telephone, cable television and other utilities shall be placed underground except that transformers, pedestals and other appurtenances which are normally located above ground in connection with the underground installations are permitted. All areas disturbed by the installation of underground utilities shall be revegetated to a natural state. Temporary or emergency utilities may be erected and maintained above ground for no more than four months.
(16)
Bond. In addition to the provisions requiring the posting of a bond as set forth elsewhere in the ordinances of Tooele City, a cash bond or a letter of credit may be required by the City to guarantee the completion of revegetation projects, the stabilization of gradings, cuts and fills and constructions of storm water runoff facilities. If such bond is required, it shall be in an amount equal to the cost of construction of such projects and shall continue for one year after the completion date of such projects, improvements, or facilities.
(17)
Retaining walls. All cuts and fills shall be supported where required by engineered retaining walls. No retaining wall may exceed four feet in height from the finished grade except as provided in Section 7-12- 8(c) and (f). In a terrace of retaining walls each four- foot vertical retaining wall must be separated by a minimum of three horizontal feet, and any six foot retaining wall must be separated from any other retaining wall by a minimum of five horizontal feet, or as recommended by the geotechnical report, whichever is greater.
(18)
Fencing. All chain link fences shall be vinyl coated to blend in with the native landscaping. Walls and fences in front yards and along roadways shall not exceed a maximum of 42 inches in height. Fence construction shall comply with the fence regulations in Chapter 7, Title 2 of the Tooele City Code for setback and other requirements.
(Ord. 2010- 03, 04-21-2010); (Ord. 94-28; 05-24-94)