14 ATTACHMENT 1-5 - Laserfiche WebLink

PUD-138 and VTM 8616 Planning Commission Page 22 of 30 b. The storm drain easement (SDE) across Parcel A shall be limited to a 20’- width across only the storm drain pipes that drain the public streets. No SDE is needed across the bioretention area because it will be governed by a separate Stormwater Treatment Measures Inspection and Maintenance Agreement between the City and owner/HOA. c. Public right-of-way across the western and southern frontages of Parcel A shall be dedicated to the City for Alisal Street, including a radius return at the southwest corner. This will include the portion of the 40’ right-of-way previously dedicated to Alameda County on 10-14-1927 as Series No. X- 78875 (Book 1685 Page 397), as well as the 21.9’ width shown on the Vesting Tentative Map. The exact dedication to be subject to verification by a site survey. d. Public right-of-way across the southern frontages of Lots 12 to 15 shall be dedicated to the City for Westbridge Lane in the area labeled “Ex. 16.5’ Private Road” on the Vesting Tentative Map unless existing public rights can be confirmed. e. Abutter’s rights shall be relinquished across the Westbridge Lane frontage of Lot 12. f. 10’-wide Public Service Easements (PSE) shall be dedicated according to Pleasanton Municipal Code §19.36.110 across all public street frontages including both sides of Spotorno Ranch Drive (exhibits currently show 6’ PSE), the west and south frontages of Parcel A (Alisal Street), and the south frontages of Lots 12 to 15 (Westbridge Lane). In addition to the 10’- wide PSEs, a wider PSE shall be dedicated near the southwest corner of Parcel A near the City’s existing sanitary sewer lift station to allow parking of two standard-sized maintenance trucks and staging for periodic maintenance of said station. (PROJECT SPECIFIC CONDITION) 81. GEOTECHNICAL CONSULTANT – CERTIFICATION OF CONSTRUCTION OF SUBDIVISIONS: The applicant’s California licensed geotechnical engineer shall inspect and approve the construction of all foundations, retaining walls, drainage and geotechnical aspects of the development to ensure compliance with the approved grading and improvement plans. The geotechnical engineer shall be present on-site during grading and excavation operations and certify on the as-built plans that the inspection results and the as-built conditions of the development were constructed in general compliance with the project geotechnical report and improvement plans. The results of the inspections shall be submitted to the Director of Engineering/City Engineer prior to the issuance of the certificate of occupancy. The applicant shall bear all costs for work related to this condition by their geotechnical engineer. (Address this condition prior to tract acceptance) (PROJECT SPECIFIC CONDITION)