6-1-250 Requirements for Non-Residential Subdivisions

A. The Development Review Committee shall be the reviewing body for non-residential subdivisions. The street and lot layout of a non-residential subdivision shall be appropriate to the land for which the subdivision is proposed, and shall conform to the proposed land use and standards established in the Box Elder County Land Use Management & Development Code. B. In addition to the principles and standards in this Code which are appropriate to the planning of all subdivisions, the subdivider shall demonstrate that the street, parcel and block pattern proposed is specifically adapted to the uses anticipated and takes into account other uses in the vicinity. The following principles and standards shall be observed: 6-1- 40 1. Proposed industrial parcels shall be suitable in area and dimensions to the types of industrial development anticipated, and to the requirements of the Box Elder County Land Use Management & Development Code. 2. Street rights-of-way and pavements shall be adequate to accommodate the type and volume of traffic anticipated to be generated thereon. 3. Special requirements may be imposed by the County with respect to street, curb, gutter and sidewalk design and construction. 4. Special requirements may be imposed by the County with respect to the installation of public utilities, including water, sewer and storm water drainage. 5. Streets carrying non-residential traffic, especially truck traffic, shall not normally be extended to the boundaries or adjacent existing or potential residential areas, or connected to streets intended for predominantly residential traffic. C. Improvements. Standards for design, construction specifications, inspection of the street improvements, curbs, gutters, sidewalks and standards for design, construction specifications and inspection of water distribution systems, sewage disposal facilities, storm drainage and flood control facilities shall be prepared by the County Engineer. Standards for fire hydrants shall meet the requirements of any federal, state and local governmental entities having jurisdiction over the same. All subdivision standards and specifications and amendments thereto which are under the control of the County shall be approved by the County Commission before becoming effective. The County Commission may by ordinance adopt subdivision standards and specifications for the County which may be amended from time to time. All subdividers shall comply with any subdivision standards and specifications adopted by the County Commission. All improvements shall be installed in accordance with the County's Subdivisions Standards and Specifications, the requirements of the County Engineer, the subdivision improvements agreement between the subdivider and the County and all other applicable County Ordinances and regulations. D. Construction Plans. Complete and detailed construction plans and drawings of all improvements shall be prepared in conformance to the design standards of the County. They shall be submitted to the County Engineer for review at the same time the final plat is being reviewed. Final approval of the project shall not be granted until the plans have been reviewed and recommended for approval by the County Engineer. No construction shall be started until the final plat has been recorded and the construction plans have been approved by the County. Plans for all the street utilities shall be drawn on the same plans. 6-1- 41 E. Standards for Construction Plans. Standards are set for the purpose of standardizing the drawings and to obtain uniformity in appearance, clarity, size and reproduction. Three (3) copies of construction plans shall be submitted with one (1) set to be retained by the County Engineer, one (1) set to be furnished to the County, and one (1) set returned to the subdivider for corrections and revisions. After corrections and revisions by the subdivider, three (3) sets shall be submitted for final review by the County Engineer. All drawings and/or prints shall be clear and legible and conform to good engineering and drafting practice. Size of drawings shall be 24" x 36" (trim line) with ½" border on top, bottom, and right sides, left side 1 ½". The plans shall include the following information: a. North arrow (plan) b. Elevations referenced to U.S.G.S. datum c. Stationing and elevations for profiles d. Title block located in lower right corner of sheet to include: e. Project title (subdivision, etc.) f. Specific type and location of work g. Name of engineer or firm preparing drawings with license number. Utah Engineers stamp shall be required on all construction plans. h. Scale 1" = 20' or 1" = 40' horizontally; 1" = 2' or 4' vertical. i. Both plan view and profiles for curb and gutter plans shall be shown for each side of the street; street center line profile may be eliminated. Top of curb elevations with curve data must be shown for all curb returns. j. Size and location of culinary water lateral mains, meters, valves and hydrants (these plans to be finalized by the County Engineer). k. Type of pipe. l. Size and location of irrigation lateral mains, valves, fittings and etc. m. Size and location of sewer, storm drains and subdrains and their manhole cleanouts. n. As needed, each set of plans shall be accompanied by a separate sheet of details for structures which are to be constructed. All structures shall be designed in accordance with minimum requirements established by the Subdivision Standards of the County. F. Preconstruction Meetings. Prior to excavating or starting of the work, the subdivider shall call the County Engineer to meet together for a preconstruction meeting. The developer shall have their contractor present at this meeting. This meeting will be in conformance with Section 4.02 of the Box Elder County Public Works Standards. 6-1- 42 G. Inspection. Construction work involving the installation of improvements in subdivisions shall be subject to inspection by the County Engineer. Daily inspection shall be required on the following types of work: 1. Laying of street surfacing. 2. Placing of concrete for curb and gutter, sidewalks, and other structures. 3. Laying of drainage pipe, water pipe, valves, hydrants and testing. Periodic inspections shall be required on the following: a. Street grading and gravel base. b. Excavations for curb and gutter and sidewalks. c. Excavations for structures. H. Requests for Inspection. Requests for inspections shall be made to the County Engineer by the person responsible for the construction. Requests for inspection on work shall be made one (1) working day prior to the commencement of the work. I. Correcting Defective Work. Inspections shall be made by the County Engineer after various phases of the construction work is completed. Any faulty or defective work shall be corrected by the subdivider or subdivider's contractor within a period of sixty (60) days from the date of County Engineer's inspection wherein the faulty or defective work is noted and written notice is given to the subdivider and/or contractor. 6-1- 43