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4320 RIDGEMONT DR 2016-01-01 MF Import
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4320 RIDGEMONT DR 2016-01-01 MF Import
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Last modified
2/27/2017 9:03:36 AM
Creation date
2/27/2017 9:03:31 AM
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Address Document
Street Name
RIDGEMONT DR
Street Number
4320
Imported From Microfiche
Yes
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. . � <br /> CLOSED CM WORR ORDERS REPORT <br /> Total Utility Maintenance Management System <br /> 06/26/1995 Pag� 1 <br /> Date Range : O1/09/1989 - 06/26/1995 <br /> CM Work Order Range : 1001091070001 - UT2608- - Pattern : 7101196750251 <br /> Item Range :<Blank> - 41W22020001 Pattern : * <br /> Program AL.L Function ALL Activity ALL <br /> CM WORK ORDER ID: 71�1196750251 Title: CONVERT 4320 RIDGEMONT DR <br /> «DUPLICATE PRINTING OF THIS WORK ORDER» <br /> Zt�m ID: '- <br /> Location ID: -- <br /> Program 710 Function 119 Activity 675 <br /> Date Completed: 06/19/1995 <br /> Overall Craft: <br /> Zssued: 06/15/1995 Issued by: WMW Assigned to: <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 Name Planned Hrs Actual Hrs Cost <br /> ------ ------------------------------ ----------- <br /> ---------- ------ <br /> UL SSJ SMITH, STEVE J. 0.00 4 . 00 60. 12 <br /> WST WDT WALDEN, DAROLD T. 0. 00 4 . 00 _____$0_32 <br /> Total Labor Cost: 140.44 <br /> Materials: <br /> ID Description Date $ Used ___Cost___ <br /> ------------ -------- -------- <br /> BOX000056247 BOX METER PLA 15" X 10" W/LID 06/15/1995 1 12 .94 <br /> COUP34142747 COUPLING 3/4" CTS COMP X MIPT@ 06/15/1995 1 5.36 <br /> ELIA34101447 ELL 3/4" 90 DEG BRASS � 06/15/1995 1 1.31 <br /> NIPP34131947 NIPPLE 3/4" X 4" BRASS ' 06/15/1995 1 1.48 <br /> 48 .46 <br /> SETT34033647 SETTER COP 5/8" X 3/4" LGTH15" 06/15/1995 1 __________ <br /> Total Material Cost: 69.55 <br /> Vehicles: Cost <br /> ID Description Hours <br /> ------ ------------------- <br /> ----------- ------ ----- <br /> V2117 91 CHEV 1-TON HYD UNIT 4 .00 _____22_40 <br /> Total Vehicle Cost: 22. 40 <br /> Total cost for work order 710119G750251: <br /> ----232 .39 <br />
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