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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br /> <br />148 <br />The Sand Equivalent requirement of Section 200-1.5.3 shall be replaced with the <br />following: <br />Tests Test Method Requirements <br /> <br />Sand Equivalent California 227 <br />Individual Test 70 min <br />Moving Average 75 min <br />Evaluation of Sand Equivalent and Cleanness Value results shall conform to the <br />provisions of Standard Specifications Subsection 400-1.4. <br />Concrete shall be high early strength concrete, treated in accordance with section <br />201-1 to obtain (7) day compressive strength in (3) days. <br />Traverse joints shall match those of the adjacent pavement. The concrete pavement shall <br />be immediately barricaded upon its installation and no vehicular traffic will be permitted <br />until and after 3-days of placement and with the approval of the Engineer. <br />6.09 VITRIFIED CLAY PIPE (VCP) SEWER MAIN <br />Where indicated on the plans, sanitary sewer pipe shall be extra strength vitrified clay <br />pipe (VCP) with compression joints conforming to Subsection 207-8 of the Standard <br />Specifications. <br />Underground conduit construction shall conform to all applicable Subsections of Section <br />306 of the Standard Specifications, the Standard Plans and these Special Provisions. <br />Potholing shall be considered as part of the excavation necessary for the work. The <br />Engineer shall be given the opportunity to inspect the existing improvement when it is <br />exposed. <br />Any adjustments in line or grade which will be necessary to accomplish the intent of the <br />plans shall be made. In the event obstructions are encountered during the progress of the <br />work which will require alterations to the plans, the Engineer shall have the authority to <br />change the plans and order the necessary deviation from the line or grade. Contractor <br />shall not make any deviation from the specified line or grade without approval by the <br />Engineer. <br />Pipe sections shall not be deflected at any joint, either vertically or horizontally, beyond <br />the limits specified by the manufacturer. <br />The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings <br />into the trench. <br />If it is determined that bypassing of sewer flow will be required, the bypass pumping <br />system shall have sufficient capacity to pump the peak flow. Sewer bypassing shall <br />conform to Section 6-21 of these Special Provisions. The Contractor shall provide <br />505 E Central Ave <br />#B11/6/2024