Sewer Taps - Connecting to City Sewer
Plan Preparation and Submittal
Plan preparation shall consist of two, 24" X 36" site plans based on criteria from the city Design Standards and Policy Manual including the General Notes for Public Construction (Figure 1.1-13). This plan does not require a Civil Engineers or Architects "seal" and may be prepared by a "designer". Customers are encouraged to use a professional, as they are typically familiar with plan preparation and the submittal process.
Plan preparation shall describe and include:
- The invert elevation of proposed sewer tap at the property line.
- The proposed location of the sewer tap dimensioned to the property line.
- The amount of sewer line constructed in the Right-of-Way (ROW) in linear feet.
- The amount of asphalt, curb, gutter, concrete apron, and sidewalk removal / replacement in the ROW to install the line in square feet / yards.
- Utility crossings.
- Provide upstream/downstream manhole rim elevations and Finished floor elevations.
- Building envelope square footage, dedicated Natural Area Open Space (NAOS) square footage, and total lot square footage. This section is not applicable for most properties currently receiving sewer service.
- Abandonment of onsite sewer systems (septic tanks) per County Health Department requirements when applicable. In accordance with Arizona Administrative Code R18-9-A309(D) and Maricopa County Environmental Health Code Chapter 2, Section 8.
- Add clean out at the property line per MAG STD. DET. 440-3.
- Provide Backwater valve, as required, per IRC P3008.1 - See illustration below.