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• Farther than eight feet (8') from the tree trunk, roots up to six inches (6") in diameter may be removed if they are in conflict with the proposed work. Roots that are removed shall be cleanly cut using a hand saw. Enaineerina Division 73. A "Conditions of Approval" checklist shall be completed and attached to all plan checks submitted for approval indicating that all conditions have been satisfied. 74. The applicant shall be responsible for the maintenance of all private utilities, the common access driveway, and other common areas not within the area of a dedicated public street and facilities on the site. The project Lease Agreement shall include exhibits showing the location of all the common private improvements to be maintained by the Lessee. The City shall be granted the rights and remedies, but not the obligation, to enforce the maintenance responsibilities. 75. The applicant shall create public service easements (PSE), private utility easements, and other easements as necessary across the project for the benefit of the proposed development, subject to the review and approval of the City Engineer, prior to requesting for first building permit. 76. The applicant shall post with the City, prior to issuance of encroachment permit and building permit, a separate labor and material bond, performance bond and maintenance bond for the full value of all improvements. This bond shall be in a standard form approved by the City Attorney and shall be in an amount satisfactory to the City Engineer and Chief Building & Safety Official. 77. The applicant shall comply with the recommendations of the projects geotechnical consultant. The applicant's geotechnical consultant shall review and approve all foundation, retaining wall, and drainage geotechnical aspects of the final development plans to ensure that the recommendations have been properly incorporated into the development. The consultant shall certify by writing on the plans or as otherwise acceptable to the City Engineer that the final development plan is in conformance with the geotechnical report approved with the project. 78. The project designer shall submit a final grading and drainage plan prepared by a licensed civil engineer including all supporting information and design criteria (including but not limited to any peer review comments), all final grades and drainage control measures, including concrete-lined V-ditches, to protect all cut and fill slopes from surface water overflow, etc., shall be submitted as part of the improvement plans. This plan shall be subject to the review and approval of the City Engineer prior to the issuance of grading permit by Engineering Division. 79. All existing drainage swales that are filled shall have sub drains installed unless otherwise approved by the City Engineer and the project soils engineer. All sub drains shall have tracer wire along entire length of the sub drains and cleanouts installed with metal cap at the beginning of the pipe and at locations needed for maintenance. The PUD-101 (Kottinger Gardens) City Council 13 of 22