PC-2021-18 - Laserfiche WebLink

seal treatment on Alisal Street and Westbridge Lane after the completion of utility undergrounding and frontage improvements and prior to the City Council's acceptance of public improvements. (Address this condition prior to acceptance of improvements) 65. CURB AND GUTTER: The applicant shall construct vertical Portland cement concrete (PCC) curb and gutter on proposed public streets within this development in compliance with the City Standard Specifications and Details in effect at the time of the issuance of permits, unless otherwise approved by the Director of Engineering/City Engineer. (Address this condition prior to improvement plan approval) 66. RETAINING WALLS: All retaining walls along the street shall be located behind the public service easement (PSE), unless otherwise approved by the Director of Engineering/City Engineer. All retaining walls with a minimum height of 4 feet, measured from the bottom of the footing to the finished grade at the top of the wall, and all retaining walls with a surcharge shall be designed by a California licensed civil or structural engineer. (Address this condition prior to improvement plan approval) 67. STREET LONGITUDINAL SLOPE: The minimum grade for the gutter flowline on public and private streets shall be 0.75 percent, unless otherwise approved by the Director of Engineering/City Engineer. (Address this condition prior to improvement plan approval) 68. SUBDRAINS: The curb and gutter along the proposed public and private streets shall have a subdrain installed at either the back of the curb or lip of gutter in compliance with the City Standard Specifications and Details in effect at the time of issuance of permits. Sub-drains shall be connected to the storm drain system or drained by other means acceptable to the Director of Engineering/City Engineer. (Address this condition prior to improvement plan approval) 69. EXISTING SUBDRAINS: All subdrains to be installed as part of the landslide remediation effort shall have cleanouts installed at the upstream end of the pipe and shall terminate in a storm drain or other storm drain outfall, subject to the review and approval of the Director of Engineering/City Engineer and prior to City Council acceptance of the public improvements. The homeowner shall be responsible to relocate a subdrain, if the subdrain encountered during the excavation of a pool or other subsurface structure. Homeowners within the subdivision shall receive notice of the presence of these subdrains, and the requirement shall be included in the CC&Rs or Maintenance Agreement, whichever applies, subject to the review and approval of the City Attorney. All subdrains shall be depicted on the as-built plans. (Address this condition prior to tract acceptance) PUD-138 and VTM 8616 Planning Commission Page 18 of 30 review and approval of the Director of Engineering/City Engineer. If the opinion concludes the existing pavement is sufficient, the applicant shall apply a slurry PUD-138 and VTM 8616 Planning Commission Page 17 of 30 nd the developers of new homes connecting to these facilities (including the Golf PUD-138 and VTM 8616 Planning Commission Page 15 of 30 ude that this finding can be made. censed civil engineer, which include but is not limited to the type, location, and sizing calculations of the PUD-114-01M& P20-0995 Planning Commission Page 16 of 25 d) individuals. PUD-114-01M& P20-0995 Planning Commission Page 3 of 25