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1 ' <br /> BOARD OF COUNTY COMMISSIONERS <br /> Public Works Department <br /> Stormwater Engineering Division <br /> 1840 25TH Street, Vero Beach, Florida 32960 <br /> Telephone: (561) 5674000 FAX; (561) 9784806 <br /> z � <br /> ��LOR1�A <br /> ADDENDUM NO, 1 <br /> TO THE CONTRACT DOCUMENTS FOR <br /> EAST GIFFORD STORMWATER IMPROVEMENTS <br /> INDIAN RIVER COUNTY PROJECT NO. 9219 <br /> INDIAN RIVER COUNTY BID NO. 5063 <br /> ADDENDUM ISSUED APRIL 23, 2003 <br /> TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM <br /> is intended to clarify, correct, or change the Bidding Requirements or the <br /> Contract Documents . Therefore , it hereby supercedes anything to the contrary in <br /> the Bidding Requirements or Contract Documents , This ADDENDUM is hereby <br /> made a part of and shall be attached to the subject Bidding Requirements and <br /> Contract Documents . <br /> Item No. 1 — Replace Section 00610 , " Performance Bond " with revised Section <br /> 00610 , attached . <br /> Item No . 2 — Replace Section 00612 , "Payment Bond " with revised Section <br /> 00612 , attached . <br /> Item No . 3 — Replace Section 00622 , "Contractor' s Application for Payment" with <br /> revised Section 00622 , attached . <br /> Item No . 4 — Disregard Sheets M - 1 , M-2 , and M -3 of the Drawings . That work is <br /> not part of this Contract. <br /> Item No . 5 — The "Pipe Backfill Detail @ U . S . Hwy. No . 1 " on Sheet 8 of <br /> the <br /> Drawings shows a 6-inch thick layer of #5 D . O . T. rock on the trench bottom . To <br /> prevent the rock from serving as a channel or conduit for the flow of groundwater <br /> under the pipe , construct a dam using clayey-silty material across the trench <br /> Addendum No . 1 - 1 EAST GIFFORD <br /> FAPublic Works\Keithmstormwater Projects\Gifford East\Construction Contract\Bidding & Contract Documents\Bidding & <br /> Contract Documents\Addendum #001 .doc <br />