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equipment shall record video of a quality and in a format acceptable to the <br />Engineer/Landscape Architect. A color video printer shall be included in the <br />equipment for printing observations during inspection. <br />3. The Engineer/Landscape Architect will determine the runs of the Sanitary Sewer <br />Laterals to be inspected. Video inspection shall be conducted prior to new <br />connections being installed. <br />4. Damage discovered by the video inspection will be addressed by Alternates 7 or 8. <br />Damage shall include but is not limited to: crushed or partially crushed pipe that <br />impedes the progress of the camera, blockages, vertical pipe sags filled with water to <br />a depth of d/2 or greater, 90' connections, connector separations, cracks or splits in <br />the pipes. All repaired sections shall be video reinspected prior to acceptance. A copy <br />of the video inspection shall be submitted to the Engineer/Landscape Architect. <br />2.05 Special Provisions, Section ill, Alternates, Item B: <br />1. ADD paragraph No. 3: Alternate #9 - Limestone Fines <br />a. Description. The work shall include all material, equipment, and labor required to <br />install limestone fines in lieu of crushed oyster shells in the Bocce area as indicated <br />on the plans. <br />b. Products: Crushed and screened limestone with a sieve size % passing rate of 3/8" <br />100%, #4 90-100%, #8 55-80%, #16 40-70%, #30 25-50%, and #200 6-15% <br />PART 4 -- CONSTRUCTION DOCUMENTS <br />3.01 ADD: Plan Sheet CO-100 - Demolition Plan: <br />3.02 Plan Sheet C1-100 - Site Plan: <br />A. REVISE Asphalt pavement in alley to none. <br />B. REVISE HMA pavement keynote and location on the plan. <br />B. REVISE Keynote 10 dumpster enclosure to remove fence and gate information <br />C. REVISE Keynote 12 To Adjust Slope of ADA Ramp to 8% <br />D. REVISE Alternate list to include call -outs C and D. <br />E. REVISE Dumpster location and orientation <br />3.03 Plan Sheet C2-100 - Site Grading and Drainage Plan: <br />A. REVISE Hibberd Plaza Drainage Calculations <br />B. REVISE Slopes at ADA Ramp To Reflect C1-100 Plan <br />3.04 Plan Sheet C3-100 - Site Utility Plan: <br />A. REVISE Keynote K drain inlet to "Drain Tee and Riser" <br />B. REVISE Location of gas service line <br />C. ADD Approximate LF of existing San Sewer Lines <br />D. ADD General Note 8 to include costs for Televising the Laterals <br />D. ADD General Note 9 to provide costs for lining existing sewer laterals for new <br />connections as alternate #7. <br />E. ADD General Note 10 to provide costs for replacing existing sewer laterals for new <br />connections to as alternate #8. <br />Page 3 of 7 <br />