Laserfiche WebLink
CLOSEU CM WORK ORDERS REPORT <br />Total Utility Maintenance Management System page 2 <br />05/OS/1995 <br />Date Range :O1/09/1989 - 04/28/1995 <br />CM Work Order Range :1001091070001 - 8801086100085Pa�tern ;*101196730089 <br />item Range :<Blank> - WW22020001 <br />Program ALL Function ALL Activity ALL <br />CM WORK ORDER ID: 71011.967300&9 (continued) <br />BOI;1' 3 4 0118 5' <br />BC1{001;043347 <br />BOX000043347 <br />BOX000055547 <br />BOX000065547 <br />CAP044087647 <br />CONC00061338 <br />CONC000G1338 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />COUP34010147 <br />ELL04G042447 <br />HYDR44092047 <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 />P71 A <br />�/A <br />PIPE34060647 <br />PIPE44055147 <br />PIPE44055147 <br />PIPE44055147 <br />PIPE44055147 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />pIPE46055047 <br />PLUG44035347 <br />SAUD44016847 <br />BOiT TIE 3/4" � <br />BOX VALVE�18"TOP 24"BOTTOM CI <br />BOX VALVE 18"TOP 24"BOTTOM CZ <br />BOX METER CONC W/S`tEEL LID <br />BOX METER COIQC W/STEEL LID <br />CAP 6" MJ BLANK CI <br />CONCRETE MIX 60 LB. BAG <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 C� <br />CORP STOP 3/4" CCT X COP @ <br />COUPLING 3/4" IPS COMP X MIP @ <br />ELL 8" 45 DEG MJ X MJ DI,CI <br />HYDRANT 4' BURY MJ <br />MEGALUG 6" SERIES ,i110G <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />8" FOLLOWING RING �FROM STOCK) <br />TOP COARSE i <br />8" FOLLOWING RING (FROM STOCK) <br />6" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />6" FOLLOWING RINGS(FRC�M STOCK) <br />READY MIX (ASSOC) <br />ASPHALT (ASSOC) <br />TOP COARSE (FROM STOCK) <br />ASPHALT (ASSOC) <br />6" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />4dASHED ROCK (FROM STOCK) <br />OT_,D MIX (WILDER) <br />ASPHALT (STERLING ASPHALT) <br />ASPHALT (STERLING ASPHALT) <br />PIPE 3/4" POLY I.P.S. <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TY7'ON JOZNT DI CLASS52 <br />PIYE 8" TYTON JOINT DI <br />PIPE +3" TYTON JOINT DI <br />PIPE 8" TYTON JOIN'r DI <br />PIPE 8" TYTON JOINT DI <br />PLUG 6" D:�7 W/2" TAP CI <br />SERVIC. SF�DDLE 6" W/3/4" CCT <br />03/10/1995 <br />03/O1/1995 <br />03/10/1995 <br />03/.l0/1995 <br />03/10/1995 <br />J4/07/1995 <br />03/O1/1995 <br />�4/07/1995 <br />02/22/1995 <br />02/23/1995 <br />02/27/19�5 <br />03/10�'1995 <br />02/23/1995 <br />0?/O1/1995 <br />04/07/1995 <br />04/07/1995 <br />02/22/1995 <br />02/23/1995 <br />02/24/1995 <br />02/27/1995 <br />02/27/1995 <br />07./:'.8/1995 <br />03/Ol/1995 <br />03/07/1995 <br />03/OS/1995 <br />03/10/1995 <br />03/14/1935 <br />03/20/]995 <br />03/31/1995 <br />03/31/1995 <br />04/07/1995 <br />04/07/1995 <br />04/07/1995 <br />04/11/1995 <br />04/21/1995 <br />04/30/1995 <br />02/23/1995 <br />03/07/1995 <br />03/07/1995 <br />03/10/1995 <br />04/,l7/1995 <br />02/22/1995 <br />02/23/1995 <br />02/27/1995 <br />03/O1/1995 <br />03/10/1995 <br />03/10/]-995 <br />1 <br />1 <br />1 <br />1 <br />1 <br />17 <br />2 <br />3 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 � <br />1 �� <br />5 a, <br />2 Q� � <br />1 <br />1 � I <br />_ <br />1 <br />3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />10 <br />44 <br />60 <br />104 <br />12 <br />100 <br />80, <br />108 <br />22 <br />1.81 <br />32. %2 <br />32.72 <br />28.15 <br />28.15 <br />17.20 <br />36.38 <br />4.28 <br />23.76 <br />7.92 <br />15.84 <br />7.92 <br />7.38 <br />72.43 <br />664.90 <br />31.68 <br />�2.63 � <br />124.80 <br />, 471.75 <br />111.00 <br />25.00 <br />69.38 <br />125.00 <br />22.00 <br />111.00 <br />44.00 <br />101.43 i, <br />220.12 <br />138.75 � <br />67.04 <br />66.00 <br />41.63 <br />14.80 <br />245.05 <br />474.76 <br />430. <br />2.�0 <br />308.44 <br />420.60 <br />729.04 <br />84.00 <br />950.00 <br />76U.00 <br />1026.00 <br />209.00 <br />27.83 <br />10.77 <br />