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1. It appears you have got out of numeric sequence with the original task <br />numbers. Task 078 use to be Job Superintendent cost calculations <br />2. The cost for this task will need to be recalculated after the hours for the <br />task are finalized <br />Task 079 <br />1. It appears you have got out of numeric sequence with the original task <br />numbers. Task 079 use to be Job Superintendent cost calculations. <br />2. The cost for this task will need to be recalculated after the hours for the <br />task are finalized <br />Task 080 <br />1. The cost for this task will need to be recalculated after the hours for the <br />task are finalized <br />Task 081 <br />1. Amore detailed plan can be seen on Map 3.02.2-6A, Map 3.02.2-7 and <br />Map 3.02.2. <br />2. BB Detour Road from Station 0+00 to 33+00 will be reclaimed. The <br />remaining, 33+00 to 45+56 will be left untouched as per the Landowners <br />request..3300ft L x 30ft W x 2ft D= 7333 cy. <br />3. The cost sheet needs to be rerun with the new volume of 7333cy. <br />Task 082 <br />1. Amore detailed plan can be seen on Map 3.02.2~A, Map 3.02.2-7 and <br />Map 3.02.2-8. <br />2. BB Detour Road from Station 0+00 to 33+00 will be reclaimed. The <br />remaining, 33+00 to 45+56 will be left untouched as per the Landowners <br />request. <br />3. 3300ft L x 24ft W x tin D = 489 cy. <br />4. I have found in the 35~' Edition of the Caterpiller Handbood that a 631 G <br />scraper has a load capacity of 82,2001bs. A material density of 3400 <br />pounds/LCY for asphalt is reasonable so the volume per load should be <br />based upon the weight limit of the machine rather than the average bowl <br />capacity. 24LCY per load is the volume to use. <br />5. The cost sheet needs to be rerun with the new volume of 489cy and <br />24LCY per load. <br />Task 083 <br />F:\Eng1DATA\WP\revisions\TR54.wpd Page 14 of 15 <br />