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CITY OF SANTA ANA <br />APPENDIX I <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br />6.03 EXISTING UTILITIES AND ADJUSTMENTS IN GRADE <br />All existing utilities shall be protected in place, unless otherwise noted on the plans. The <br />Contractor shall be responsible for any damage to existing utilities as a result of his <br />operations. <br />The location of existing utilities as shown on the plans was obtained from a search of <br />available records. It shall be the Contractor's responsibility to notify the respective utility <br />owners and Underground Service Alert (811) to determine the exact field location of all <br />utilities shown or not shown on the plans, which may conflict with his operations. <br />Potholing of existing utilities, points of connection and service connections to determine <br />exact depth and field locations shall be the responsibility of the Contractor. <br />The Contractor shall determine the location and depth of all utilities including service <br />connections and points of connection, which may affect or be affected by its operation, <br />three (3) weeks in advance. In the event of any conflicts the Engineer shall be immediately <br />notified. <br />City owned utility frames and covers for survey monuments, water meter, water valves, <br />traffic signal and street light pull boxes, and manholes within the area to be paved or <br />graded, shall be set to finish grade by Contractor after construction of new pavement. In <br />Portland cement concrete pavement and sidewalk areas, City utility frames and covers shall <br />be adjusted to grade prior to placement of concrete. Contractor shall supply new sewer <br />manhole frame and covers, sewer cleanout frame and covers, concrete rings and water <br />valve pot frame, canister and lids per City of Santa Ana Standard Plans. <br />Prior to paving, an "I.D. Locator" shall be attached to each valve box or manhole cover. <br />An "ID Locator" is a rubberized marker approximately 4" high that adheres to the utility <br />cover and pops -up after paving for easy identification and location of the respective valve <br />box or manhole. Contractor shall measure and tie -out locations of manholes and water <br />valves prior to paving. <br />6.04 LANDSCAPING AND IRRIGATION REPAIR <br />This section shall conform to Sections 212 and 308 of the Standard Specifications and these <br />Special Provisions. <br />All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the <br />work shall be preparedibrought to adjacent grade and restored to match existing <br />landscaping. If there are any existing sprinkler heads and irrigation lines in the construction <br />areas, whether on public or private property, they shall be replaced or relocated by the <br />Contractor. <br />6.05 PORTLAND CEMENT CONCRETE (PCC) CROSS GUTTER <br />This work shall consist of replacing PCC cross -gutter from the spandrel to street centerline <br />(cold joint to cold joint) to facilitate water main construction. All work shall be <br />