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water during flushing operations and grade the bermed area upon — <br /> completion so as to return the area to its pre-construction conditions. <br /> ITEM NO. 8 — <br /> Division III — Special Provisions, Section 3, Water Transmission Mains", Page <br /> III-9, Eleventh Paragraph, the second sentence shall be modified to read: <br /> If the specified bacteriological requirements are not met, including the <br /> requirements specified in Attachment A of these specifications, the <br /> disinfecting procedure must be repeated until the requirements are met. <br /> I TEM NO. 9 <br /> Division III - Special Provisions, Section 2140 "Control of Groundwater and <br /> Surface Water," Section 1.01 C shall be modified to read: <br /> Collection, treatment, and disposal of removed water to the City stormwater <br /> system for all portions of the project south of 1-205. Discharge points include <br /> an existing 18-inch diameter storm drain on the north side of Pescadero <br /> Road and an existing 18-inch diameter storm drain on the east side of <br /> Chrisman Road. <br /> ITEM NO. 10 <br /> Division III — Special Provisions, Section 02140 "Control of Groundwater and <br /> Surface Water", Section 2.01 shall include the following additional paragraph: <br /> E. The groundwater control system for trench dewatering shall be <br /> designed with hard pipe (no open ditches), and may discharge into _ <br /> the City's storm water system. <br /> ITEM NO. 11 — <br /> Division III — Special Provisions, Section 02200 "Earthwork", Section 2.01 (E) <br /> shall be modified such that the Geotextile Fabric used shall be Mirafi 140 NL, <br /> Amorco 2002, Contech C-200, or equal. <br /> ITEM NO. 12 <br /> Division III — Section 11100, "Sluice Gates" shall be eliminated. <br /> ITEM NO. 13 - <br /> Division III — Section 15100, "Piping Systems", Section 2.03 F, "Bolts, Nuts, <br /> Washers, and Gaskets"—The first paragraph, second sentence shall read, <br /> "Bolts and nuts for buried flanges and fittings shall be Type 304 stainless steel. - <br /> The last paragraph shall be modified to state, "Gaskets for push-on joints shall <br /> be in accordance with the current standard for "Rubber Gasket Joints for <br /> Ductile Iron Pressure Pipe and Fittings" (ANSI/AVWVA A21.11/C-111)". <br /> ITEM NO. 14 <br /> Addendum No. 3 -August 24, 2007 <br /> Northeast Industrial Phase II Water and Sewer Project <br /> CIP 7468, 7589, 7590 <br />