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Im <br />1.01 <br />W <br />1.03 <br />1.04 <br />CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: 17-2674 <br />CENTER STREET URBAN GREENING <br />SPECIAL PROVISIONS - CONSTRUCTION <br />ROCK PRODUCTS <br />Alternate rock products, asphalt concrete, Portland cement concrete (PCC), and untreated <br />base material shall be alternate rock material — Type S per Section 400 of the Standard <br />Specifications. <br />RELATIVE COMPACTION TESTS <br />The following test methods shall be used for determining relative compaction: <br />California Test 216 (Sand Cone Method) <br />California Test 231 (Nuclear Gauge Method) <br />The Contractor will be provided with compaction test at locations deemed necessary by the <br />Engineer. If compaction fails to meet the contract specifications, then the Contractor shall <br />make the necessary adjustments and is responsible for the cost of additional compaction <br />tests until compaction per the specifications is met. <br />CLEARING AND GRUBBING <br />Clearing and Grubbing shall be performed in conformance with the provisions of Section <br />300-1 of the Standard Specifications and these Special Provisions. <br />The following is added to Section 300-1.2 Preservation of Property: <br />Modify and/or repair existing sprinklers in project area that are damaged due to the <br />Contractor's operation within 24 hours. <br />UNCLASSIFIED rACAVATION <br />This section shall conform to Subsection 300-2 and 300-4 of the Standard Specifications <br />and these Special Provisions. <br />Unclassified excavation shall consist of all excavation including sawcutting and removal <br />of roadways, bituminous pavement, concrete pavement, pavement fabric, and the removal <br />of curbs, sidewalks, driveways, alleys, cross -gutters, earthwork, sod, etc. as shown on the <br />plans. <br />Any cores provided are included in the Appendix for reference purposes only and are not <br />part of the contract documents. The AGENCY will not be held responsible for existing <br />conditions that differ from any core logs that may be provided. It is the Contractor's option <br />to take his/her own core samples to verify the existing conditions. <br />26A-16 <br />