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5501 S 3RD AVE 2016-01-01 MF Import
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5501 S 3RD AVE 2016-01-01 MF Import
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Last modified
5/10/2017 11:12:01 AM
Creation date
3/8/2017 1:30:05 AM
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Address Document
Street Name
S 3RD AVE
Street Number
5501
Imported From Microfiche
Yes
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CLOSED CM WORK ORDERS REPORT <br />Total Utility Maintenance Management System page 2 <br />. U5/OB/1995 <br />Date Range :O1/09/1989 - 04/28/1995 <br />CM Work Order Range :1001091070001 - 8801086100085Pattern :*101196730089 <br />Item Ranqe :<Blank> - WW22020001 <br />Program ALL Punction ALL Activity ALL <br />CM WORK ORDER ID: 7101196730089 (continued) <br />BOLT34011853 <br />BOX000043347 <br />BOX000043347 <br />BOX000065547 <br />BOX000065547 <br />CAP044087647 <br />CONC00061.338 <br />CONC00061338 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />COUP34010147 <br />ELL046042447 <br />HYDR44092047 <br />MEGA44044447 <br />N/rl <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 />PIPE34060647 <br />PIPE44055147 <br />PIPE44055147 <br />PIPE44055147 <br />PIPE44055147 <br />PIPE46055047 <br />P_PE46055047 <br />PIPE46055047 <br />PIPE4G055097 <br />PLUG49035347 <br />SADD44016847 <br />BOLT TIE 3/4" � <br />BOX VALVE�18"TOP 24"BOTTOM CI <br />BOX VALVE 18"TOP 24"BOTTOM CI <br />BOX METER CONC W/STEEL LID <br />BOX METER CONC W/STEEL LID <br />CAP 6" MJ BLA1dK CI <br />CONCRETE MIX 60 LB. BAG <br />CONCRETE MIX 60 LB. BAG <br />CORP STO� 3/4" CCT X COP C <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" IPS COMP X MIP @ <br />ELL 8" 45 DEG MJ X MJ DI,CI <br />HYDRANT 4' BURY MJ <br />MF.GALUG 6" SERIES n110G <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 (FROM STOCK) <br />8" FOLLOWTNG RING (FROM STOCK) <br />6" MJ I(IT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />6" FOLLOWING RINGS(FROASSOOjK) <br />READY MIX � ASSOC) <br />ASPHALT � <br />TOP COARSE (FROASSOo)K) <br />6'S'PMJLKIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />WASHED ROCK �cW�LDER)CK) <br />COLD MIX � <br />A5PHALT (STERLING ASPHALT) <br />ASPHALT (STERLING ASPHALT) <br />PIPE 3/4" P�JLY I.P.S. <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLA5552 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 6" TYTON JOINT DI CLASS52 <br />pIPE 8" TYTON JOINT DI <br />pIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />plpE g" TYTON JOINT DI <br />PLUG 6" MJ W/Z" TAP CI <br />SERVICE SADDLE 6" W/3/4" CCT <br />03/10/1995 <br />03/O1/1995 <br />03/10/1995 <br />03/10/1995 <br />03/10/1995 <br />04/07/1995 <br />03/O1/1995 <br />04/07/1995 <br />02/22/1995 <br />02/23/1995 <br />02/?.7/1995 <br />03/10/1995 <br />02/23/1995 <br />03/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 />02/28/1995 <br />03/Ol/1995 <br />03/07/1995 <br />03/08/1995 <br />03/10/1995 <br />03/14/1995 <br />03/20/1995 <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 />04/07/1995 <br />02/22/1995 <br />02/23/1995 <br />p2/27/1995 <br />03/O1/199= <br />03/10/1995 <br />03/10/1995 <br />1 1.81 <br />1 32.72 <br />1 32.72 <br />1 28.15 <br />1 28.15 <br />1 17.20 <br />l� 36.38 <br />z 4.28 <br />3 7.3.76 <br />1 7.92 <br />2 15.84 <br />1 7.92 <br />1 7.38 <br />1 72.43 <br />1 664.90 <br />z �1.68 <br />1 �52.63 \ <br />1 124.80 I <br />1 471.75 <br />1 111.00 <br />1 25.00 <br />1 � 69.38 <br />5 `�, 125.00 <br />1 22.00 <br />? C � 111.00 <br />1 � I 44.00 <br />101.43 <br />1 I ZZ0.12 <br />44 <br />60 <br />104 <br />12 <br />100 <br />60. <br />108 <br />22 <br />1 <br />1 <br />138.75 <br />G7.04 <br />66.00 <br />41.63 <br />14.80 <br />245.05 <br />474.76 <br />430. <br />2.40 <br />308.44 <br />420.60 <br />729.04 <br />84.00 <br />950.00 <br />760•00 <br />1026.00 <br />209.00 <br />27.83 <br />10.77 <br />
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