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8806 9TH AVE SE 2016-01-01 MF Import
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8806 9TH AVE SE 2016-01-01 MF Import
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Last modified
4/19/2017 10:03:35 PM
Creation date
4/3/2017 2:21:12 PM
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Template:
Address Document
Street Name
9TH AVE SE
Street Number
8806
Imported From Microfiche
Yes
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�-:.v.- <br />K <br />c�m <br />ro y <br />b H <br />7 H N <br />i <br />H H <br />K n <br />H #7 <br />b y � <br />n H � <br />z,�n�°o <br />H � C' <br />H <br />5 N <br />� H H <br />p N I-1 <br />G C N <br />� � � <br />H N <br />H O f71 <br />�� <br />i E �� <br />v � <br />�� <br />' e �- <br />� �1 6 <br />�� � <br />;:� ;��1 �' , <br />�;?��'' <br />r_ `- <br />CLOSED CM WORK ORDERS REPORT ' <br />UTILITIES Total Utility M�intenance Management System ;!-,, � <br />12/27/1991 Page 1 <br />Date Range :Ol/09/1989 - 12/31/1991 <br />CM Work Order Range :1071090001 - 9321210331 Pattern :67�1190698 <br />Item Range :<Blank> - WVL3195Q19 Pattern :* <br />Utility ALL Program ALL ____________ <br />CM WORK ORDER ID: 6751190698 Title: REPAIR/8806 9TH �$ 3E <br />Item ID: WS1885FQ36 -- WATER SERVICE <br />Location ID: " <br />Utility 675 Program 119 <br />Date Completed: 12/27/1991 <br />Overall Craft: <br />Issued: 12/04/1991 Issued by: SKL P.ssigned to: 'ADT <br />Out of Service? NO Priority: Travel Time: 0.00 Hr. <br />Meter Reading: <br />Downtime: 0 hours <br />Status: <br />Labor: <br />Craft ID :lame Planned Hours Actual Hours Cost <br />-----•---------------- ------------- <br />------------ ------ <br />UL Lt,fA--- LIBBING, MAURZCE A. 0.00 2.00 20.60 <br />WSW WDT WALDEN, DAROLD T. <br />0.00 2.00 27.50 <br />Materials: Date <br />Ip Description <br />------ ----- <br />COUP34003847 COUPLING 3/4" 3PC COP X COP C� 12/04/1991 <br />PIPE34042847 PIPE 3/4" COPPER TUBING TYPE K 12/04/1991 <br />Number <br />_ Used y_ Cust___ <br />2 8.10 <br />Z 2.48 <br />Vehicles: <br />Ip Description Date Hours <br />------------------------------ <br />-------- -- <br />------------ <br />V21�6 SVC TRUCK CHEV 87 12/03/1991 2.00 <br />Total cost for work order 6751190698: <br />__Cost___ <br />3.56 <br />62.34 <br />
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