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1215 MADRONA AVE 2016-01-01 MF Import
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1215 MADRONA AVE 2016-01-01 MF Import
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Last modified
4/10/2017 8:20:05 PM
Creation date
2/17/2017 10:39:47 PM
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Address Document
Street Name
MADRONA AVE
Street Number
1215
Imported From Microfiche
Yes
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CIASED CM WORK ORDERS REPORT <br />Total Utility Maintenancil/06/1996nt System <br />Date Range :01/09/1989 - 11/05/1996 <br />CM Work Order Range :1001091070001 - JT2600-02- Pattern ;*101196750848 <br />Item Ranqe :<Blank> - WH122o20001 <br />n,-nnram ALL Function ALL Activity ALL____ ______________________! <br />CM WORK ORDER ID: 7101196750848 Title: RE's�AIR <br />«DUPLICATE PRINTING OF THIS WORK OR�ER» <br />Item ID: WS3694E031 -- WATER SERVI�.E <br />Location ID: -- <br />Yrogram 710 Function 119 <br />Date Completed: 09/26/1996 <br />Overall Craft: <br />Issued: 09/25/1996 <br />Out of Service? NO <br />l.eter Reading: <br />Downtime: 0 hours <br />Status: <br />I,abor: <br />Craft ID____ <br />UL CSG <br />UL DMJ <br />liaterials: <br />ID <br />BOX000065547 <br />COUP34142747 <br />ELL034104247 <br />NIPP34131247 <br />SETT34146547 <br />Vehicles: <br />ID <br />V2117 <br />Name <br />1215 MADRONA A�TE <br />ActiVity 675 <br />Issued by: WMW Assigned to: <br />Priority: Travel Time: 0.00 Hr• <br />CAVANAH, SHANE G. <br />DOUCETTE, MARK J <br />Planned Hrs <br />0.00 <br />0.00 <br />Description <br />BOX METER CONC W/STEEL LID <br />COUPLING 3/4" CTS COMP X MIPT@ <br />ELL 3/4" 90 DEG STREET BRASS <br />NIPPLE 3/4" CLOSF, BRASS � <br />SEITER COP 5/8" X 3/4" (H9") <br />Description <br />91 CHEV 1-TON HYD UNIT <br />Actual Hrs <br />------2.00 <br />2.00 <br />Total Labor Cost: <br />Date <br />p9/26/1996 <br />p9�26/1996 <br />09/26/1996 <br />09/26/1996 <br />09/26/1996 <br />Total Material Cost: <br />Hours Cost <br />-- ------- <br />-------- <br />Z.00 11.20 <br />Total Vehicle Cost: 11.20 <br />Total cost for work order 7101196750848: <br />Page 1 <br />Cost <br />-----26.14 <br />--__-30 62 <br />56.76 <br />C;ost <br />33.61 <br />4.11 <br />1.76 <br />0.79 <br />42.05 <br />-----82.32 <br />150.28 <br />
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