SR 06:242 - Laserfiche WebLink

· The pressure tank and pump system shall be interconnected to the domestic service so that this combination system is used for both the domestic and fire protection systems. These measures shall be shown on the building permit plan sets for the individual homes and shall be subject to the review and approval by the Chief Building Offi- cial and the Fire Marshall before issuance of a building permit. Engineering Requirements: 81. All utilities required to serve any existing or proposed development on-site shall be installed underground. 82. The project developer shall arrange and pay for the geotechnical consultant to in- spect and approve all foundation, retaining, and 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 and Chief Building Official for review and approval prior to oc- cupancy. 83, The paving sections for the on-site parking and drive areas shall be designed on the basis of an R-Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the Chief Building Official. The minimum paving section shall be two inches of asphalt concrete (A.C.) on a six-inch asphalt base (A.B.). The minimum A.C. pavement slope shall be one per- cent. For pavement slopes less than one-percent, the surface runoff shall be car- ried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be 0.5-percent. 84. Property lines shall be located a minimum of two feet from the uphill side of the top of bank. 85. The project developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades and on-site 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 and/or the Chief Building Official, as applicable, prior to the is- suance of any building permits. SR 06:242 Page 18 of24