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(1) Fire flow will be provided for proposed buildings by the use of A. Public water mains(Appendix III-A of the Uniform Fire Code). B. Static Water Supply(NFPA 1231 of the National Fire Code). (2) Fire department access roads shall be in accordance with Section 902.2 of the California Fire Code and the standards adopted by the San Joaquin County Fire Chiefs Association. (3) A Knox box(key box)shall be installed according to the local fire department's instructions. (4) Fire extinguishers shall be installed in accordance with California Fire Code, Standard 10-1, Volume 2. 2. DEPARTMENT OF PUBLIC WORKS (Staff Contact:Gabriel Karam,468-3000) a. The Traffic Impact Mitigation Fee will be required for this development. The fee is due and payable at the time of building permit application. The fee currently a$1,097 per 1,000 gross square feet of building designated as Service Commercial in the Escalon area. The fee shall be automatically adjusted July 1 of each year by the Engineering Construction Cost Index as published by the Engineering News Record. (Resolution R-96-592) b. A copy of the Final Site Plan shall be submitted prior to the release of building permits. c. Verification shall be obtained from the Solid Waste Division(468-3066)that this development has addressed the items on the Waste Plan Format for Development Projects. The Final Site Plan is required upon submittal of verification. d. The applicant shall construct a left-turn lane on State Route 120 to access the site. The left turn :ar �. shall be designed by a Registered Civil Engineer. Furthermore,the design shall incorporate Median Deceleration plus Storage,including a transition taper. The design speed shall be used. e. The applicant shall construct an acceleration lane for right-turn movements out of the driveway onto westbound State Route 120. The right-turn acceleration lane shall be designed by a Registered Civil Engineer. f. The applicant shall construct two exit lanes in the driveway—one lane for left tums,and one lane for right turns. The driveway design will maximize exit flow efficiency by allowing for full utilization of the right-turn acceleration lane. g. The driveway shall have a right-turn radius large enough to permit free-flow entry by westbound right-turn vehicles. Plans shall be submitted to the Departmentof Public Works for review of all proposed road work. h. The applicant shall comply with all other mitigation measures identified in the Traffic Study prepared by Dowling Associates dated May 2001. 3. PUBLIC HEALTH SERVICES (Staff Contact: Larry Godinho,468-0330) a. A soil suitability study/nitrate loading study which indicates that the area is suitable for septic tank usage must be performed prior to issuance of building permits(Development Title Section 9- 1105.2[d]). A nitrate loading study is required,and a review fee of$435.00 must be paid at the time of submittal to the Environmental Health Division. Conditions of Approval - 3- UP-00-22