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73. The following changes shall be shown on the subdivision improvement plans: <br />a. The vertical to rolled curb transition shall be 5-foot long minimum. <br />b. The "typical curb cut at the grassy Swale" shall be modified to reduce the <br />width of the opening, as determined by the City Engineer. <br />c. There shall be a disconnect between the roof leader and the curb to allow the <br />low flows from the roof to be absorbed into the ground while allowing larger <br />flows to flow directly to the gutter. <br />Said modifications shall be subject to review and approval by the City Engineer <br />prior to issuance of building permits for the project. <br />74. The applicant shall work with staff to provide stormwater treatment design <br />solutions for the development, subject to the review and approval by the City <br />Engineer and Director of Community Development. <br />75. The water and gravity sanitary sewer mains shall be public and maintained by <br />the City. There shall be individual sanitary sewer and water laterals to each <br />dwelling unit. There shall be a two-way cleanout on the gravity sanitary sewer <br />lateral located at the back of the PSE. <br />76. All subdrains shall have a cleanout installed at the beginning of the pipe. The <br />bottom of the pipe shall terminate in a storm drain or other storm drain outtall <br />subject the approval of the City Engineer. The applicant's engineer shall submit <br />a final subdrain location map to the City Engineer prior to acceptance of the <br />Public Improvements. It shall be the responsibility of the homeowner to relocate <br />the subdrains if, during the excavation of a pool or other subsurface structure, the <br />subdrains are encountered. All owners within the subdivision shall receive notice <br />of the presence of these subdrains. The City Attorney shall approve said notice. <br />77. A sanitary sewer lateral connecting abuilding/house having a finished pad grade <br />less than one foot above the nearest up-stream publicly maintained sanitary <br />sewer manhole shall be required to install a backflow device on the <br />building/house lateral in accordance with the requirements of the Uniform <br />Plumbing Code. This device shall be installed by the building/house plumber <br />between the two-way cleanout at the street right-of-way line and the <br />building/house. Any building pad falling within this criteria shall be flagged on the <br />street improvement plans. <br />78. All streets designed to have no parking on one or more sides shall be posted in <br />accordance with State law to advise of the "no parking" restrictions. <br />79. Any existing septic tank and leach field located on the property shall be <br />abandoned per Alameda County Health Department regulations. <br />16 <br />