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, <br />, 3 <br />CLOSSD CM �� ��� �pORT <br />Total Utility Maintenanc04/21/199gnt System page 1 <br />__-�e=vv-z¢aaavvsav�esvsa�o�va=oe�een==asasssa:nve- <br />a�sceacavzs=�a�xvsve=-'-�eee'-'- <br />Date Range :O1/09/1989 - 04/14/1998 <br />CM Work Order Range :0810800810001 - UT2830-30-322Pa�tern :*101236710126 <br />Item Range :<Blank> - WVI+3694L05 <br />Program ALL Function ALL Activity AI+L __ <br />nveevve=o-_o-e=assas3asva�sase�avsanss3sava�ec <br />93 3R � � <br />c�cDUPLICATEEPRINTING OF3THI31WORK ORDER»�Nsr 6512 ��0� A� <br />item ID: -- <br />Location ID: -- Activity 671 <br />Program 710 Function 123 <br />Date Completed: 04/02/1998 <br />Overall Craft: <br />Issued: 04/01/1998 <br />Out of Service? NO <br />Meter Reading: <br />Downtime: 0 hours <br />Status: <br />Labor: <br />Craft ID____ <br />HEO N�L <br />SUP1 AGA <br />DLI QDR <br />HEO SDD <br />EO SDK <br />Material.: <br />ID <br />BRIC00061156 <br />CEME00061438 <br />Issued by: SDD Assigned to: <br />Priority: Travel Time: 0.00 Hr. <br />Name <br />--------------- <br />ARNOLD, ARTHUK L <br />AHLES, GREGORY A. <br />QT.►IrIN, DAVID R. <br />STECHER, DANIEL D. <br />STUART, DARRELL K. <br />Planned Hrs <br />-------0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Actual Hrs <br />4.00 <br />1.00 <br />4.00 <br />1.00 <br />4.00 <br />Total Labor Cost: <br />Date # Used <br />Description _______- <br />BRICK CONCRETE 2" X 4" X 8" 04/02/1998 30 <br />CEMENT 20 MIN. SET 50 LB. BAG 04/02/1998 <br />2 <br />Total Material Coat: <br />Vahiclee: Hours <br />ID Description <br />----------------- <br />------------- 1.00 <br />V0058 '98 CHEV 1/2 T 4X4 PU 4.00 <br />V2231 90 FORD DUMP 5-YF,RD q,00 <br />VH0012 '97 CAT BACKHOE 1.00 <br />VJ0002 93 ZNTERNATIONAL 10 YD <br />Total Vehicle Cost: <br />Work Description: <br />----------- <br />--------- <br />p,DJUST CATCH BASIN. RAISED FRAPME/GRATE 6". <br />Cost <br />------5.90 <br />41.20 <br />113.60 <br />21.00 <br />isi.�o <br />Coat <br />83.08 <br />23.16 <br />36.00 <br />20.91 <br />78.64 <br />----2ai �9 <br />Coat <br />8.10 <br />23.68 <br />31.78 <br />