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development plan is in conformance with the geotechnical report approved with the project. 116. The project developer shall arrange and pay for the geotechnical consultant to inspect and approve all foundation, retaining wall, and drainage geotechnical aspects of project construction. The consultant shall be present on site during grading and excavation operations. The results of the inspections and the as-built conditions of the project shall be certified in writing by the geotechnical consultant for conformance to the approved plans and geotechnical report and submitted to the City Engineer for review and approval prior to occupancy. 117. The project developer shall construct vertical P.C.C. curbs and gutters within this development unless otherwise approved by the City Engineer. When the sidewalk is adjacent to the curb and gutter, they shall be poured monolithically. 118. The haul route for all materials to and from this development shall be approved by the City Engineer prior to the issuance of a permit. 119. All dry utilities (electric power distribution, gas distribution, communication service, cable television, street lights and any required alarm systems) required to serve existing or new development shall be installed in conduit, underground in a joint utility trench unless otherwise specifically approved by the City Engineer. 120. Any damage to existing street improvements during construction on the subject property shall be repaired to the satisfaction of the City Engineer at full expense to the project developer. This shall include slurry seal, overlay, or street reconstruction if deemed warranted by the City Engineer. 121. This approval does not guarantee the availability of sufficient water and/or sewer capacity to serve the project. 122. There shall be no direct roof leaders connected to the street gutter or storm drain system, unless otherwise approved by the City Engineer. 123. The project developer and/or the project developer's contractor(s) shall obtain an encroachment permit from the City Engineer prior to moving any construction equipment onto the site. 124. The project developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades and drainage control measures, including concrete-lined V-ditches, to protect all cut and fill slopes from surface water overflow. This plan shall be subject to the review and approval of the City Engineer prior to the issuance of a grading permit. 125. The project developer shall include erosion control measures on the final grading plan, subject to the approval of the City Engineer. The project developer is PUD-81-30-86D and P11-0856 Hacienda TOD Site 2, BRE Conditions of Approval 19 of 33 Mixed-Use Development