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d. There shall be an 8-foot wide Public Service Easements (PSE) on both sides of the street. e. The rolled curb shall conform to City Standard Detail 105 (3-foot wide rolled curb, 5-inches tall). £ The sidewalk width on street section C-C shall be increased to seven feet to accommodate vehicle overhang. g. The applicant shall work with staff to design the street sections to provide sidewalks on both sides of the streets by reducing the street width. Said modification shall be subject to review and approval by the City Engineer, Director of Community Development, and the Planning Commission at the time of the tentative map review. Except as noted above, said modifications shall be shown on the plans submitted for issuance of building permits and/or the subdivision improvements plans, as applicable, and shall be subject to review and approval by the City Engineer prior to issuance of building permits for the project. 69. The following changes shall be shown on the subdivision improvement plans: a. The vertical to rolled curb transition shall be 5-foot long minimum. b. The "typical curb cut at the grassy Swale" shall be modified to reduce the width of the opening, as determined by the City Engineer. c. There shall be a disconnect between the roof leader and the curb to allow the low flows from the roof to be absorbed into the ground while allowing larger flows to flow directly to the gutter. Said modifications shall be subject to review and approval by the City Engineer prior to issuance of building permits for the project. 70. The applicant shall work with staff to provide stormwater treatment design solutions for the development, subject to the review and approval by the City Engineer and Director of Community Development. 71. The water and gravity sanitary sewer mains shall be public and maintained by the City. There shall be individual sanitary sewer and water laterals to each dwelling unit. There shall be a two-way cleanout on the gravity sanitary sewer lateral located at the back of the PSE. 72. All subdrains shall have a cleanout installed at the beginning of the pipe. The bottom of the pipe shall terminate in a storm drain or other storm drain outfall subject the approval of the City Engineer. The applicant's engineer shall submit a final subdrain location map to the City Engineer prior to acceptance of the Public Improvements. It shall be the responsibility of the homeowner to relocate the subdrains if, during the excavation of a pool or other subsurface structure, the 13