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<br />January 27, 2000
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<br />1,797.25 ;i 2,570.75
<br />20, 618.00 ' 20,696 00
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<br />3,300.00;; 3,900.00
<br />4,180.00':;: 4,370.00
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<br />26
<br />Description ....... . . . ........................... . . . ......... . .. . ..
<br />18' RCP Sewer
<br />(Additional pipe need for connection to burled manhole not shown on plan)_
<br />21' RCP Sewer
<br />(Normal Venation) -
<br />24' RCP Sewer
<br />(Placed 24-RCP inplace of 28-RCP span for cover)
<br />Connect to Existing Storm Sewer
<br />( Additional connections due to buried perf pipe on East Shadow Lake Drive)
<br />Drainage Structure, Design LL402
<br />(Normal Variation)
<br />Drainage Structure, Design LL406 -48
<br />(Field changes due to pipe revisions and pipe cover]
<br />Drainage Structure, Design LL406 -60
<br />(Final Measurements)
<br />Drainage Structure, Design LL406 -72
<br />(Final Measurements)
<br />Drainage Structure, Design X
<br />(Changes from Design X to Design LL40648)
<br />Casting Assembly F11642B
<br />(Normal Variation)
<br />Casting Assembly R3067
<br />(Normal Variation)
<br />Casting Assembly R3250A
<br />(Field Change from R3067)
<br />Adjust, LP Catch Basin
<br />(Normal Variation)
<br />E2
<br />Rr
<br />. tz ...
<br />Geo -Tex Filter Fabric
<br />(Final Measurements)
<br />Adjust Frame and Ring Casting
<br />(Normal Variation)
<br />Reconstruct Sanitary Manhole
<br />(Final Measurements)
<br />ot
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<br />-2-
<br />Z. g
<br />55
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<br />Connect to Existing Water Man
<br />(Normal Variation)
<br />Item
<br />38
<br />46
<br />L*",--
<br />8
<br />FII
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<br />5
<br />8
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<br />54
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<br />Short Elliott Hendrickson
<br />
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