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CLOSED CM NORR ORC�RS REPORT <br />Total Utility Maintenance Management System pa e 2 <br />09/14/1995 <br />------------ _______________________________________________________ <br />---------------------=___--------- <br />Date Ranqe :O1/09/1989 - 09/14/1995 <br />CM Work Order Range :1001091070001 - UT2608- - Pattern :7101196730099 <br />Item Ranqe :<blank> - WW�2020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />------------------�______ <br />----------------�_________---------- <br />___�_______________________'_ -- <br />C(�S WORK ORDER ID: 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 />YIPE44055147 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PZPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />CONCRETE MIX 60 LB. BAG <br />CORP S'i0P 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 />ASSOC <br />BLEACH�SE (FROM STOCK) <br />TOP SOIL 5 YDS (FROM STOCK) <br />TOP SOIL (FROM STOCK) <br />TOP COARSE (ASSOC) <br />DUMP FEE/TOP COARSE (ASSOC) <br />TOP COARSE (FROM STOCK) <br />DUMP FEE/TOP COARSE (ASSCC) <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (ASSOC) <br />g�� MJ KITS (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />BEAUTY BARK (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />g° MJ KIT (FROM STOCK) <br />6" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />DUMs' FEE (ASSOC) <br />ASPHe1HLT (STERLING ASPHALT) <br />5/8 TOP COARSE (FROM STOCK) <br />PIPE 6" TYTON JOINT DI CI,aSS52 <br />PIFE 8" TYTON JOINT DI <br />p�PE 8" TYTON JOINT DI <br />P'CPE 8" TYTON JOINT DI <br />FIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DZ <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />08/17/1995 <br />07/07/1995 <br />p7/27/1995 <br />08/09/1995 <br />OS/11/1995 <br />08/17/1995 <br />OS/02/1995 <br />08/04/1995 <br />08/15/1995 <br />OS/17/1995 <br />08/17/1995 <br />07/06/1995 <br />07/07/1995 <br />p7/27/1995 <br />07/27/1995 <br />07/31/1995 <br />08/04/1995 <br />OS/04/1995 <br />08/07/1995 <br />08/08/1995 <br />08/10/1995 <br />08/11/1995 <br />08/11/1995 <br />08/14/19�5 <br />OS/14/199� <br />OS/14/1995 <br />OS/15/1995 <br />OS/15/1995 <br />08/16/1995 <br />OS/16/1995 <br />08/17/1995 <br />08/17/1995 <br />OS/17/1995 <br />OS/21/1995 <br />08/21/1995 <br />OB/26/1995 <br />09 '?3/1995 <br />OBi17/1995 <br />07/06/1995 <br />07/07/1995 <br />07/27/1995 <br />07/31/1995 <br />08/02/1995 <br />OS/04/1995 <br />OB/09/1995 <br />08/11-1995 <br />OS/14/1995 <br />10 <br />1 <br />1 <br />2 <br />2 <br />7 <br />1 <br />1 <br />1 <br />2 <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 />1 <br />.���` 1 <br />i;,., %� 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 />t� . 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 />138.63 <br />I 18.89 <br />� 138.75 <br />i 76.04 <br />25.00 <br />138.75 <br />� 53.41 <br />� 75.00 <br />� 138.75 <br />� 208.13 <br />39.00 <br />249.75 <br />50.00 � <br />44.00 ; <br />208.13 ! <br />18.89 ! <br />192.85 � <br />60.00 i <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 />1282.40 <br />