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<br />NOTES: <br /> <br />(1) When Construction Cost is under$50,OOO, use reimbursable <br />basis of, compensation. <br /> <br />(2) Construction cost below is the work authorized at one time. <br />However, where the work is to be accomplished in a number of <br />separate construction contracts, then each such project element <br />should be evaluated on an individual basis, with additional <br />compensation to the Engineer. <br /> <br />(3) The Basic Charge presented below represents median com. <br />pensation, The appropriate compensation for any given assign- <br /> <br />ment may vary above or below the curve, depending upon com. <br />plexity. <br /> <br />(4) Compensation for alteration work should be increased by at <br />least one.third above the median compensation illustrated. <br /> <br />(5) Curve A and Curve B are consistent with Curve A and Curve B <br />in Manual 45, published by the American Society of Civil Engi. <br />neers. New curves will be issued as subsequent revisions are <br />published by ASCE. <br /> <br /> I <br />"'- <br />"'- See USE OF CURVES; page 14 <br /> " And TYPICAL EXAMPLES; page 16 <br /> "" I <br /> "C'u<? <br />~ V(' ! <br /> f"- -1 I <br /> ~ C'u t'. <br /> ~('s <br /> "I'.. I I ~ <br /> .. t'. ------- <br /> '--- -- <br /> I ---- <br /> I 1---- <br /> I <br /> I I <br /> <br /> " <br /> 13 <br /> 12 <br />I- <br />Z 11 <br />UJ <br />(.) <br />0:: <br />UJ <br />c.. 10 <br />I <br />UJ <br /><.:l <br />c:: <br />c:: <br />:I: <br />(.) <br />(.) <br />en <br />c:: <br />'" <br /> -7 <br /> <br />. t=tjjjjjjj I <br /> <br />DTilltll <br /> <br />I I IIII i I <br /> <br />I II ! ! II <br /> <br />0.01 <br /> <br />o,s <br /> <br />10 <br /> <br />50 <br /> <br />0.05 <br /> <br />0,1 <br /> <br />CONSTRUCTION COST <br /> <br />~ <br /> <br />MILLIONS OF DOLLARS <br /> <br /> ) <br /> Q <br /> ): <br /> ": <br /> < <br /> Q <br /> [fJ <br /> 0 <br /> "'" <br />(") ~ <br />c: (tI <br />:0 0- <br />< <br />m .... <br />'" ~ <br />> ;i <br />> <br />z C ") <br />c <br />'" C - <br />... <br /> ::l <br /> ti <br /> (tI <br /> := <br /> [fJ <br /> ~. <br /> ... <br /> <"!' <br /> .... <br /> 0 <br /> := <br /> <br />100 <br />