(3) Epoxy coated, resilient seated gate valves are required on water mains 12 inches in diameter or smaller. All proposed streets, rights-of-way and easements shall be identified on both the preliminary and final subdivision plats. When such access is allowed, the driveway shall be circular or it shall have a turn-around area to ensure that there is no need for backing onto the street. Rubber gasket reinforced concrete pipe (RGRCP) conforming to Section 618 of the Uniform Standard Specifications as published by MAG. Proposed elevations at rear lot corners, d. Proposed finished floor elevations, e. Top and bottom elevations on retaining walls, f. All existing block walls on and adjacent to subdivision boundaries and retention basin perimeters must be shown with top of wall elevations, g. All proposed block walls on subdivision boundaries and retention basin perimeters must be shown. No driveway or vehicle gate shall be installed which would permit a vehicle to access or cross a vehicular non-access easement. (53) Add the following statement to final plat: "Maintenance of the drainage areas within the tracts and easements shall be the responsibility of the _________ Homeowners' Association. City informs County Assessor of district charges; and. When allowed, the retention facility shall conform to division (D)(1). I, the developer shall provide Apache Junction's Development Services Department with copies of his, her or its Pinal County Air Quality Control District permit. (C) Waste control. Construction details, plan and profile views must be shown for all proposed drainage facilities such as: d. Scupper inlet and chute elevations are required, e. Access barrier with hinges are required at all open ends of pipe 12 inches or more in diameter, f. Scupper inlet and chute elevations are required, g. Access barrier with hinges are required at all open ends of pipe 12 inches or more in diameter. This Covenant agreement shall be conveyed and continued with the transfer of title or ownership of said property to any and all future owners or assigns. If the facility is to be city-maintained, the above minimum requirements are mandatory. The high water elevation shall be lower than the adjacent grades of adjoining property unless an engineered berm is approved by the city. (D) Gutters shall be water tested in the presence of the City Engineer or designee, to ensure proper drainage prior to acceptance. See Vol. (J) Pre-cast 5-foot diameter manholes are required constructed in general conformance to MAG Standard Details 420 through 427. The existing asphalt pavement shall be removed and replaced as noted in the section on curb and gutter (division (B)(6) above). The following layout items must be shown on each sheet: The following utility reference items must be shown on each sheet: a. We will conduct a minimum of two inspections during construction. (1) Street centerline station and offset dimension to all structures and changes in alignment and/or changes in grade; and. Supplemental sketches, details, calculations and design rationale. AJ-24.1. (12) All stormwater plans and preliminary drainage reports shall be prepared and signed by a professional civil engineer who is registered by the State of Arizona. The location and lane length shall be determined on a case-by-case basis and shall be approved by the Development Services Engineer. (b) A surveyor or engineer registered in the State of Arizona shall sign and date his or her fixed seal, and provide the City Public Works Department with Exhibit "B" on acid-free paper. One of the 3 following methods shall be used to amend a recorded plat. AJ-20.3, (H) When final plans are submitted for approval signatures, a CD of the electronic CAD files of the construction plan sheets shall be submitted also. (1) Position. Reports to Congress. (3) The top of the retention/detention facilities (e.g., freeboard elevation) shall be at least 4 horizontal feet from any building or public roadway. See the applicable sections of these Guidelines for any waste control requirements. The engineer shall take into consideration the potential for erosion and maintenance. Financial Institution is committed to provide an irrevocable line of credit or sufficient funds to Developer, to cover the entire cost of installing improvements, consisting of, but not limited to: utilities, paving, curbs, gutters, sidewalks, storm drainage, streetlights, irrigation, including engineering and inspection costs, and the cost of replacement or repairs of any of the above improvements which become damaged in the course of construction. Hydrology and hydraulics design methods shall be consistent with the Maricopa County Drainage Design Manual, Volumes I, II and III; (e) Inlets shall be analyzed separately and catch basin computations shall be submitted; (f) The off-site storm runoff flows shall be described in detail. Geometric design standards not specifically included in this Standard will conform to the latest A Policy on Geometric Design of Highways and Streets, published by the American Association of State Highway and Transportation Officials (AASHTO). 10-2-12 through Utility schedules work and coordinates installation of underground conduit; 12. An as-built FEMA elevation certificate prepared by a State of Arizona registered land surveyor or registered engineer is also required. (10) Preliminary and final plat. (1) The Arizona Water Company or WUFCD provides and installs all meters for services 2 inches and smaller at the owner's or developer's expense. On non-tangent curves, show radial bearings. Septic tank permits, septic system permit, septic system cost. On this __________________day of _____________________, 20__, before me, the undersigned, personally appeared _________________________________________, who acknowledged himself/herself to be the person whose name is subscribed to the instrument within, and who executed the foregoing instrument for the purposes therein contained. 3. (2) Rural Area (Vol. The specially designated areas are included as individual separate elements of this Chapter and are as follows: (1) Downtown Area (Vol. The partial access opening allows fewer traffic conflicts and has a lower potential for accidents than the full access opening. ALTERNATIVE SYSTEMS APPROVED FOR USE UNDER ARIZONA CODES: g. For any project involving hazardous materials, including fuels, the drywell must include the "Envibro" Drainage System or equal. An easement or right-of-way dedication is required by separate instrument. (14) Services will be turned on by District personnel only. If granted, the basin must be fenced to prohibit access or a side slope of 8:1 shall be provided for a minimum distance of 25 feet measured from the 100-year high water level. (A) Natural channels. Storm drainage inlet and pipe sizing and capacity calculations, j. (N) Entire length of sewer pipelines shall be low-pressure air-tested per "Standard Test Method for Installation of Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air" published by the American Society for Testing and Materials. (b) Tee intersections. (N) City is not liable for delays or damages to utilities related to this construction; nor will the city participate in the cost of utility construction or relocation. (4) Street lights. Further, they shall provide access into the development for public service and/or emergency operations. (f) Other inlet types with the appropriate justification may be approved on a project-by-project basis. However, there may be some instances when more than 50 feet of taper may be required. (L) Scale shall be per Article 10-2, Construction Plan Requirements, Vol. (3) Special areas. Article 10-4 of this Chapter. Structural strength calculations based on subgrade capacity are required in areas subject to wheel loads. (3) Barricades installed with phased construction may be relocated within the same development. The physical limits of the Downtown Area are shown on Apache Junction Standard Detail MEDIAN. (c) Projects that are being developed adjacent to existing public streets in which a scupper type inlet exists to direct street runoff onto the project site are required to remove and replace the existing scupper with an approved inlet unless otherwise approved by the city. (b) If the basin is located other than at the lowest point of the project, the Design Engineers shall denote on the master drainage map the actual or effective drainage area. Undivided streets should have a normal crown that is a 2-way cross-slope with the cross-section high point on the street centerline. (2) The following are standard drawing scales to be used for construction documents submitted to the city. (25) The names of all adjacent subdivisions shall be shown with the corresponding recording data. Meter locations shall be easily accessible from a street or traveled way. (3) Special construction details as required shall be provided. Table 10-3.1 under Vol. (A) Exact point of matching termination and overlay of existing street pavement shall be confirmed in the field by the city. (8) Pipe materials. (c) Upon receipt from Salt River Project, if underground conduit is required, it will be provided at the developer's expense. (G) Drainage report. The developer and associated design professionals are expected to be aware of and comply, except as modified by the city, with the regulations contained in the FCDMC publication Drainage Design Manual for Maricopa County, Volumes I, II and III, which provide guidelines for the design and construction of public and private stormwater systems. (B) Refuse collection stations. The volume required for each retention/detention basin shall be calculated as follows: VR = Retention volume required (cubic feet), 1.1 = An additional 10% of retained volume to account for losses due to sedimentation, weed growth and the like, 0.2 = 10-year, 24-hour depth of rainfall (2.4 inches/12). (c) Human factors such as driving habits, reaction to surprises, decision and reaction time, and natural paths of movement. (2) Traffic control standards. Table 10-5.1 - Maximum Day Flows, then the maximum day flow will be calculated at 220 gallons per person per day. (9) All new water mains shall be disinfected and flushed following AWWA Standard C 651-99. AJ-20.8 for the street section and right-of-way requirements for the Rural Area. (d) Retention areas shall not be considered as part of the required access. Infiltration into the drywell cannot be considered to reduce the size of the retention area. Portalis is the area south of Baseline Avenue. 601 and material per MAG Standard Specification No. Parkways provide for efficient movement of large volumes of through traffic. Existing washes, ditches, lakes and other water features must be shown. When this is the case, a drainage easement or right-of-way shall be dedicated over the 100-year floodplain of the natural drainage way. Official websites use .gov Appendix 10-A describes the Engineering Design Guidelines for the special designated area known as the Downtown Area and the Central City District (CCD) zoning classification. Narrative discussion and supporting calculations shall be provided in the body of the report. Under certain circumstances the above stated plastic boxes may be used with specific approval of the Arizona Water Company or WUFCD. (a) RGRCP. (B) The City of Apache Junction has 2 water entities supplying the city with water: Arizona Water Company and Apache Junction Water Company (WUFCD). A disconnect cleanout is not required where the building service line ties in to the SMCFD's public sewer main at a manhole. (A) Assurance of construction options are as follows: (1) Posting a 100% performance bond issued by an Arizona qualified surety (see (1) Bikeways and bike paths separate from the paved roadway require a minimum of 5 feet for 1-way travel and a minimum of 10 feet for 2-way travel. Inlets are those drainage structures that are placed and sized to intercept stormwater flows and direct those flows into a conveyance. Per SMCFD requirements. Prior to city signature, all other reviewing agencies shall have signed the cover sheet. (p) All wells, washes, canals, irrigation laterals and ditches, lakes and other water features shall be shown on the preliminary plat. 5. (2) The Corps of Engineers' HEC-1 or HEC-HMS computer modeling is required for small watersheds that are non-uniform, irregular in shape, when routing of flows are necessary, or for areas larger than 160 acres. (F) Landscaping; general information. City limit line shall be shown, if applicable. To an open channel, either natural or man-made; b. Subsurface direction to a nearby storm sewer system with a maximum discharge of 1 cubic foot per second; or. (b) Off-site flows shall not be mixed with any stormwater flows originating from within the project's contributing drainage area unless specifically approved by the City Engineer. 1. Horizontal and vertical controls used for the project shall be identified on the cover sheet and shall include the basis of bearings, and the city benchmark numbers, description and latest elevation. 10-4-2(B) of these Guidelines. An engineering scale must be used. Water meters and other equipment shall be installed using clearances and other details found in MAG Standard Details 345-1 and 345-2. 10-2-15. (kk) Half-street cross-sections shall be 24 feet to the face of curb minimum. (C) Turning lanes. Apache County contains over 56,000 parcels. AJ-20.2, Developers are responsible for submitting a "Traffic Impact Analysis for Proposed Development," as outlined in ADOT Publication 35-209, and a traffic circulation study. (C) Private utility easements. As-built plans are attached correctly showing the final construction and installation of components. (a) The maximum allowable drawing size is 24 by 36 inches. (3) Collector streets. (2) The engineer and the contractor shall verify the stationing, elevations and type of pipe to be matched at all field closure points. (e) SRP will inform the developer of contribution costs which developer shall pay. (4) Filing with the city an executed letter of assurance or contract of guarantee between the city and a trust company, banking institution or other financial institution approved by the city and authorized to enter into such contracts (see (c) Sewer plans will be submitted to Superstition Mountains Community Facilities District for its review and approval. septic installation, septic cleanup, septic certification, septic preservation, completes septic services in the Phoenix Arizona east bottom. There shall be a minimum of 15 inches of clearance from the lowest nozzle to finish grade. Local streets provide direct access to abutting land uses, handle local traffic, and provide access to the collector street system. (1) The Drainage Design Manual for Maricopa County, Volume I, Hydrology, Section 3, Rational Method, shall be used to . Plans for these facilities must be included in the overall submittal. In the event damage to any property results from violating these Covenants, said owner(s) agree to restore at their own expense all such damage. (G) Sewer pipelines shall be constructed of SDR 35 PVC pipe. Correcting conflicts shall be the responsibility of the developer. (2) The determination of whether an object constitutes a sight obstruction shall consider both the horizontal and vertical alignment of both intersecting roadways, as well as the height and position of the object. Any modifications shall be noted. (1) The final plat shall be submitted on 24- inch by 36-inch sheets. The city's "City of Apache Junction Stormwater Master Plan," dated January 2002, shall be used as the basis for any off-site drainage flows. (A) This section describes the minimum geometric requirements to be used in the preparation of construction plans that involve public street improvements. 1. PEDESTRIAN WAY. Building Departments - Apache County, AZ (Permits & Violations) (A) Site plan (site, drainage, water, sewer plans and others as requested by city). This may be shown on a detail sheet instead of the cover sheet; (e) Estimate of quantities (for work in public rights-of-way or easements) with construction items shown in units as required in the right-of-way permit fee schedule. (1) Retention/detention in parking lots of multi-family developments is not allowed. II, (2) Runoff volumes in excess of those required to be retained/detained may be routed directly through the outfall, although they shall be routed via the retention/detention facilities. (e) The city will transmit a letter to SRP authorizing work to begin and stating the city will accept future energy and maintenance costs. (35) A current title report including Schedules A and B, ALTA survey and title policy requirements shall be submitted within 30 calendar days after final plat approval. Street lights are required on all public streets within or adjacent to the proposed development per city regulations. (a) Soils report. A collector street serving commercial, industrial or other land uses expected to generate high traffic volumes or substantial heavy truck traffic. An 8-inch diameter main configured as a looped system with 2 feeds can serve up to 6 fire hydrants. (6) Butterfly valve manual operators shall be furnished with ground level position indicators. All floodplains/flood-prone areas and erosion hazard setbacks identified on previously and subsequently drainage studies commissioned by the City Engineer. The city's standard general notes are to be shown on the cover sheet. (A) All sewer work shall conform with the latest revision of the Standard Specifications of Construction of the Superstition Mountains Community Facilities District No. Manholes shall be required at all storm drain pipe direction changes. The project shall be divided into sub-basins tributary to appropriate design points. Load One Zone Select and load parcels from a specific zone. (C) Plats to be recorded (including amended plats). (B) The following excerpts are taken from the Federal Register: (1) Flood insurance shall not be sold or renewed unless the community has adopted and uniformly enforces adequate minimum floodplain management regulations; (2) Requires all building sites be reasonably safe from flooding and constructed to prevent flotation, collapse or lateral movement, with materials resistant to flood damage and by methods to minimize flood damage.
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