ORD 1987 - Laserfiche WebLink

Ordinance No. 1987 Engineering Requirements 72. The typical street sections A-A, B-B, C-C, and D-D shall be revised as follows: a. The street width shall be measured from the flowline of the gutter. b. The slope behind the curb and or sidewalk (whichever is applicable) shall be graded a 2 percent for the first 5 feet and 3:1 maximum to the pad. c. There shall be a subdrain located under the curb and gutter per City standards. 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). f. 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. 73. 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.