ORD 2306 - Laserfiche WebLink

P18-0078, P18-0079, P18-0081, PUD-130, and Tract 8569 CC-2026-__, May 19, 2026 24 of 36 public utilities and appurtenances thereto as subject to regulation under Pleasanton Municipal Code Chapter 13.04. Consistent with California Government Code Section 66439(d)(3), the offer shall include the statement, “The real property described below is dedicated as an easement for public purposes…” c. Dedications for public access over sidewalk or driveway areas shall exclude the City’s obligation for maintenance pursuant to California Streets and Highways Code § 5610. d. An electronic gate proposed on “Street B Private” will restrict access. Similarly, gates will be installed on “Street A Private”, also restricting access. Any easements granted to the City should therefore be explicit in allowing access for maintenance/inspection of public utilities and emergency response providers while excluding the general public and any roadway maintenance by the City. 67. GEOTECHNICAL ENGINEER – DESIGN CERTIFICATION: The project developer shall comply with the recommendations of the project’s geotechnical investigation report, as prepared by a California-licensed Geotechnical Engineer or Certified Engineering Geologist. Said professional shall certify on the plans that the design complies with the recommendations of the report. (Address this condition prior to improvement plan approval) 68. LIQUEFACTION. Liquefaction potential has been identified as a geotechnical issue for Lots 29 and 30 (See Section 4.3 of the updated Cornerstone Earth Group report. The project developer shall provide additional investigation, analysis, and recommendations from the geotechnical engineer-of-record during the plan preparation phase of the project. All recommendations shall be implemented during design and construction of these lots. (Address this condition prior to improvement plan approval) 69. LATERAL SPREADING. Lateral spreading has been identified as a geotechnical issue for structures constructed near the Devany Creek culvert that extends beneath Dublin Canyon Road. The foundations for these structures shall be designed in accordance with recommendations from the geotechnical engineer-of-record to tolerate impacts due to seismically-induced creek bank movement. (Address this condition prior to improvement plan approval) 70. GEOTECHNICAL FINAL REPORT: At the conclusion of construction, the project developer shall submit to the City a final report from the Geotechnical Engineer or Certified Engineering Geologist testifying to the successful completion of all material testing and/or observation work performed. The final report must provide assurance that all recommendations had been strictly followed. The project developer shall bear all