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Ordinance No. 2306 <br />Page 23 of 35 <br />Page 23 of 35 <br /> <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) <br /> <br />71.70. GEOTECHNICAL FINAL REPORT: At the conclusion of construction, the project <br />developer shall submit to the City a final report from the Geotechnical Engineer or <br />Certified Engineering Geologist testifying to the successful completion of all material <br />testing and/or observation work performed. The final report must provide assurance that <br />all recommendations had been strictly followed. The project developer shall bear all <br />Page 46 of 617