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CLOSED CM NORR ORCERS REPORT <br />Total Utility Maintenance Management System <br />09/14/1995 Page 2 <br />________�__�____________________________________________________________________ <br />Date Range :01/09/1989 - 09/14/1995 <br />CM Work Ordar Range :1001091070U01 - UT2608- - Pattern :7101196730099 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />_�___�====3_____________________________________________________________________ <br />CM WORK ORD�R ZD: 7101196730099 (continued) <br />CONC00061338 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />COUP34004047 <br />COUP44027347 <br />ELIA46042447 <br />HYDR44091747 <br />MEGA44044447 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />PIPE44055147 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE460�5047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />CONCRETE MIX 60 LB. BAG <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3,�4° CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />COUPLING 3/4" 1/8 BEND COPPER@ <br />COUPLING 6"DICI&AC X 6"DICI&AC <br />ELL 8" 45 DEG MJ X MJ DI,CI <br />HYDRANT 3 1/2' BURY MJ <br />MEGALUG 6" SERIES #1106 <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />GRAVEL (FROM STOCK) <br />BLEACH (FROM STOCK) <br />TOP COARSE (ASSOC) <br />BLEACFi (FROM STOCK) <br />TOP SOIL 5 YDS (FROM STOCK) <br />TOP SOIL (FR�M STOCK) <br />TOP COARSE (ASSOC) <br />DUMP FEE/TOP COARSE (ASSOC) <br />TOP COARSE (FROM STOCK) <br />DUMP FEE/TOP COARSE (ASSOC) <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (ASSOC) <br />8" MJ KITS (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />BEAUTY BARK (FROM STOCK) <br />TOP COAP,SE (FROM STOCK) <br />8" MJ RIT (FROM STOCK) <br />6" MJ RIT (PROM STOCK) <br />TOP COARSE (FROM STOCK) <br />DUMP FEE (ASSOC) <br />ASPHe1HLT (STERLING ASPHALT) <br />5/8 TOP COARSE (FROM STOCK) <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 8" TYTON SOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTOt7 JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />08/17/1995 <br />07/07/1995 <br />07/27/1995 <br />OSj09/1995 <br />OS/11/1995 <br />08/17/1995 <br />OS/02/1995 <br />OS/04/1995 <br />08/15/1995 <br />OS/17/1995 <br />08/17/i995 <br />07/06/1995 <br />07/07/1995 <br />07/27/1995 <br />07/27/1995 <br />07/31/1995 <br />08/04/1995 <br />OS/04/1995 <br />OS/07/1995 <br />08/OS/1995 <br />OS/10/1995 <br />OS/11/1995 <br />08/11/1995 <br />08/14/1995 <br />08/14/1995 <br />08/14/1995 <br />08/15/1995 <br />08/15/1995 <br />OB/16/1995 <br />OS/16/1995 <br />08/17/1995 <br />08/17/1995 <br />08/17/1995 <br />08/21/1995 <br />08/21/1995 <br />08/26/1995 <br />09/23/1995 <br />08/'.7/1995 <br />07/06/1995 <br />07/07/1995 <br />07/27/1995 <br />07/31/1995 <br />OS/02/1995 <br />OS/04/1995 <br />OS/09/1995 <br />08/11/1995 <br />08/14/1995 <br />10 <br />1 <br />1 <br />2 <br />2 <br />7 <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />0 <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />.r� 1 <br />,.' � 1 <br />.1 �. T� 3 <br />: 'i 1 <br />` 1 <br />1 <br />1 <br />2 <br />2 <br />1 <br />1 <br />1 <br />8 <br />3 <br />24 <br />SO <br />2 <br />3 <br />20 <br />16 <br />120 <br />102 <br />140 <br />21.40 <br />8.73 <br />8.73 <br />17.46 <br />17.46 <br />61.11 <br />6.66 <br />43.85 <br />46.20 <br />665.54 <br />32.52 <br />25.00 ; <br />251.60 <br />78.63 <br />� 1.32 <br />80.53 <br />1.32 <br />0.00 <br />' 0.00 <br />j 138.63 <br />18.89 <br />138.75 <br />76.04 <br />25.00 <br />138.75 <br />53.41 <br />75.00 <br />138.75 <br />208.13 : <br />39.00 I <br />249.75 ! <br />50.00 � <br />44.00 ; <br />202.13; <br />18.89 ' <br />192.85 <br />60.00 , <br />219 84 <br />732.80 <br />18.32 <br />27.48 <br />183.20 <br />146.56 <br />1099.20 <br />934.32 <br />1?.82.40 <br />