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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br /> <br />27 <br />1.00 SPECIAL PROVISIONS - CONSTRUCTION <br />1.01 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 />1.02 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 <br />the Engineer. If compaction fails to meet the contract specifications, then the Contractor <br />shall make the necessary adjustments and is responsible for the cost of additional <br />compaction tests until compaction per the specifications is met. <br />1.03 CLEARING AND GRUBBING <br />Clearing and Grubbing shall be performed in conformance with the provisio ns 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 <br />the Contractor's operation within 24 hours. <br />1.04 UNCLASSIFIED EXCAVATION <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, dirt, etc. as shown on the 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 <br />option to take his/her own core samples to verify the existing conditions. <br />1.05 SUBGRADE PREPARATION <br />Subgrade preparation shall conform to Section 301-1 of the Standard Specification and <br />these Special Provisions. <br />505 E Central Ave <br />#B11/6/2024