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02/24/2010 13:22 FAX 541 682 5366 CITY EUGENE PW ENG WILDISH CONST 1210041010,mo <br />11-101-4.1 cf. PAINT REMOVAL (Surface Preparation), Pg. 68 <br />(ADD) `except for pavement markings outside of the coiistruction limits. See specification 11-620.- <br />P-1.51-2.1 GENERAL (Clearing and Grubbing), 13g. fig) <br />(Df LE,rE-) The last sentence of the first paragraph. <br />(ADD) Areas outside Of the pavement shall be mowed to achieve a vegetation hei`glit not exceednlg 1 <br />inch. and then ripped to provide a surface suitable for shoulder fill material, or other grading as <br />required by the plans. <br />P-152-2.1 GENERAL. (Excavation and Embankment), Pg. 70 <br />(ADD) Hauling to the waste area shown on the plans will only be allowed during dayli<olit hours. If <br />the Contractor elects to haul waste material at night. it will need to be hauled oft=site to their own <br />location. <br />(ADD) P-152-3.3 OVER-EXCAVATION, Pg 72 <br />The bid item for "Over-excavation and P-134 Backfill" per cubic yard shall be utilized as directed by <br />the Engineer, and measured in the field. 'Fhe necessity of over excavation will be based on current and <br />predicted weather patterns, and the ability of the existing materials to be brought into proper moisture <br />content for compaction, within a reasonable time frame. as determined by the Engineer. The bid item <br />shall cover the excavation, and backfill with P-154 material, and the time necessary to complete the <br />work. No additional time will be allowed under the contract liar work Ordered under this item. <br />P-401-3.4 TEST SECTION (Plant Mix Bituminous Pavement), Pg. 88 <br />(ADD) Only I test section is required per mix design. <br />P-403-3.4 TEST SECTION (Plant Mix Bituminous Pavement), Pg. 110 <br />(ADD) On]), I test section is required per mix design. <br />P-403-5.2 17 (1) MAT DENSITY (Plant Mix Bituminous Pavement), Pg. 118 <br />(DELETE) Delete the last sentence of the paragraph. <br />(ADD) Mat density testing will not be required for portions of lifts that are less than 1.5 inches in <br />thickness and that are placed on pavernent that was constructed prior to this project. <br />P-403-5.2 b (3) THICKNESS, SMOOTHNESS & GRADE (Plant Mix. Bituminous Pavement), <br />Pg. 119 <br />(ADD) The Contractors paving plan shall indicate the maximum practical lift thicknesses. The <br />Contractor shall not utilize lift thicknesses less than 1.5 inches fir the sole purpose of avoiding the <br />testing requirements. <br />Addendtaii r3 Job 94625 Page 3 <br />