PC 2001-13 - Laserfiche WebLink

Engineering Requirements 83. The typical street sections shall be revised to include an eight foot (8' 0") wide Public Service Easements (PSE). Where the sidewalk is monolithic to the back of curb, the Public Service Easements (PSE) shall be located eight feet (8' 0") behind the sidewalk to allow the installation of public utilities behind the sidewalk. In areas where there is no sidewalk, the eight foot (8' 0") easement shall be measured from the back of curb. Unless otherwise approved by the City Engineer the first five feet (5' 0") of the easement shall be graded at a two-percent (2%) grade towards the street. This change shall be shown on the tentative subdivision map submitted for review and approval by the Planning Commission. 84. 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 clean-out on the gravity sanitary sewer lateral located at the back of the Public Service Easement. 85. All streets designed to have no parking on one or more sides shall be posted in accordance with State law to advise of the "no parking" restrictions. 86. The curb returns shall be as follows: In-tract, face-of-curb returns shall be 25-foot minimum. At Vineyard Avenue, curb returns shall be 40-foot minimum. Notwithstanding the above, all tums (including those into the two private roads) shall be checked and designed to allow the safe maneuvering of fire tracks, moving vans, etc. 87. All roof leaders shall be connected to the street gutter unless otherwise approved by the City Engineer. 88. The existing septic tank and leach field to the houses located on the property shall be abandoned per Alameda County Health Department regulations. 89. Unless used for landscape/vineyard irrigation, the existing wells located on the property shall be abandoned per Zone 7 standards. Page 23