ORD 2220 - Laserfiche WebLink

Ordinance No. 2220 Page 15 of 26 California licensed geotechnical engineer shall review and approve all foundation, retaining walls, drainage and geotechnical aspects of the final grading and improvement plans and shall certify on the plans or as otherwise acceptable to the Director of Engineering/City Engineer that the plans are in general compliance with the recommendations of the project geotechnical report. The applicant shall bear all costs for work related to this condition by their geotechnical engineer. (Address this condition prior to Grading and/or Building Permit issuance.) 60. IMPROVEMENT PLANS: The applicant's California licensed civil engineer shall prepare improvement plans that include the plan and profile of all proposed streets; typical and special cross sections; existing and proposed sanitary sewer storm drain, and water improvements; grading; curb ramps, sidewalk, and driveways; subdrains; fire hydrants; street lights; repair or replacement of deficient frontage improvements; construction of frontage improvements; flood zone limits; seismic fault zone limits; existing and proposed easements; existing and proposed lot lines; storm water pollution control plan; storm water management plan; and other details as determined by the Director of Engineering/City Engineer. (Address this condition prior to Encroachment Permit issuance.) 61. DUST CONTROL PLAN: The applicant shall submit a written dust control plan or procedure with the first submittal of the grading and improvement plans to the Engineering Department subject to the review and approval of the Director of Engineering/City Engineer. (Address this condition prior to Grading and/or Building Permit issuance.) 62. EXISTING PAVEMENT FRONTING THE DEVELOPMENT: The applicant's California licensed civil engineer shall examine the structural section of the existing street(s) fronting the development and submit a summary with the first submittal of the improvement plans. The summary shall include the civil engineer's findings and an opinion of the sufficiency of the existing pavement to support the post-project traffic demand. If the opinion concludes the existing pavement is insufficient to support the post-project traffic demand, the civil engineer shall submit a recommendation in the summary to reconstruct or rehabilitate the existing pavement. The recommendation shall be subject to the 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 seal treatment on Dublin Canyon Road after the completion of utility undergrounding and frontage improvements and prior to the City's acceptance of public improvements. (Address this condition prior to Occupancy Permit issuance.) 63. 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 the encroachment, grading, or subdivision permit, whichever occurs first, unless otherwise approved by the Director of Engineering/City Engineer. (Address this condition prior to Encroachment Permit issuance.) 64. 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 Encroachment Permit issuance.) 65. 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 the encroachment, grading, or subdivision permit, whichever occurs first. Sub-drains shall be