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DRA <br />F <br />T <br /> <br /> <br /> <br /> <br />P18-0078, P18-0080, P18-0081, PUD-130, and Tract 8569 PC-2026-09, April 22, 2026 <br /> <br />24 of 36 <br /> <br />b. Public Service Easements (PSE) shall be granted to the City in accordance with <br />Pleasanton Municipal Code §§ 19.24.190 and 19.36.110. PSEs shall be offered <br />as an easement for public purposes including but not limited to installation, <br />construction, access, and maintenance of all public services facilities above and <br />below the ground surface including poles, wires, conduits, vaults, cabinets, <br />sanitary sewers, storm drains, gas lines, and water lines as well as all those <br />public utilities and appurtenances thereto as subject to regulation under <br />Pleasanton Municipal Code Chapter 13.04. Consistent with California <br />Government Code Section 66439(d)(3), the offer shall include the statement, <br />“The real property described below is dedicated as an easement for public <br />purposes…” <br /> <br />c. Dedications for public access over sidewalk or driveway areas shall exclude the <br />City’s obligation for maintenance pursuant to California Streets and Highways <br />Code § 5610. <br /> <br />d. An electronic gate proposed on “Street B Private” will restrict access. Similarly, <br />gates will be installed on “Street A Private”, also restricting access. Any <br />easements granted to the City should therefore be explicit in allowing access for <br />maintenance/inspection of public utilities and emergency response providers <br />while excluding the general public and any roadway maintenance by the City. <br /> <br />68.67. GEOTECHNICAL ENGINEER – DESIGN CERTIFICATION: The project developer <br />shall comply with the recommendations of the project’s geotechnical investigation <br />report, as prepared by a California-licensed Geotechnical Engineer or Certified <br />Engineering Geologist. Said professional shall certify on the plans that the <br />design complies with the recommendations of the report. (Address this condition prior to <br />improvement plan approval) <br /> <br />69.68. LIQUEFACTION. Liquefaction potential has been identified as a geotechnical issue for <br />Lots 29 and 30 (See Section 4.3 of the updated Cornerstone Earth Group report. The <br />project developer shall provide additional investigation, analysis, and recommendations <br />from the geotechnical engineer-of-record during the plan preparation phase of the <br />project. All recommendations shall be implemented during design and construction of <br />these lots. (Address this condition prior to improvement plan approval) <br /> <br />70.69. LATERAL SPREADING. Lateral spreading has been identified as a geotechnical issue <br />for structures constructed near the Devany Creek culvert that extends beneath Dublin <br />Canyon Road. The foundations for these structures shall be designed in accordance <br />with recommendations from the geotechnical engineer-of-record to tolerate impacts due <br />to seismically-induced creek bank movement. (Address this condition prior to <br />improvement plan approval)