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1624 PALM AVE 2016-01-01 MF Import
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1624 PALM AVE 2016-01-01 MF Import
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Last modified
2/24/2017 10:06:01 AM
Creation date
2/24/2017 10:05:56 AM
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Address Document
Street Name
PALM AVE
Street Number
1624
Imported From Microfiche
Yes
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pg,r. 2 <br /> Work Activity Work Order _ ,;,,,,,; 1� ;, <br /> ISSLICd By SJT2 SPOONER,JAMES T. <br /> Issued Department Pw PUBLIC WORKS <br /> Date Issued �v2nzo�2 � Function i�y Activity s�s <br /> Fund no� Account s rogram �io <br /> Program <br /> TifIB REPAIR .75 INCH 1624 PALM AVE 710119675 <br /> Work Order No 2�1zz583 PfOJ@C� Activity Type CORRECTIVE MAINTENANCE Sl8lU5 CL <br /> Status �vz��zoi2 Time ioie _OriginaiWO _ _ _ Billing <br /> Job Cost Information(YIN) <br /> Approved By wnL wEAVER.DEnN�. — — Permit Nc <br /> Start Date � � Time _ _ Date Completed �vz��zou_ __ _ <br /> Completed By Time Follow Up? <br /> Problem Details <br /> CUSTOMER IS FILLING IN DITCH ASKED TO RAISE.75 INCN METER <br /> AND BOX. PLEASE NOTE: BILL JOB. �omol pate Comments <br /> Structure ID StrTvo Activi <br /> WSOfi85Z025 <br /> WASRVC YES 112i�2012 <br /> Add(B55 1624 PALM AVE <br /> Cross Street Structure Location <br /> Area Designator <br /> Map Reference <br /> Location <br /> Vehicle Costs <br /> Type Vehicle No Description Hours Cost Billing Date Billing Code Warehouse <br /> �i n:• ?�,�,-0oFORD1570NSERVICETRUC t 10.5 1112il20'2 ----_.-- -_ -- -_ ----- <br /> , JG,., . . . -- — - <br /> Total Vehicle Cost S�O so <br /> Material Costs <br /> Type Mater No Description �uantity _ Cost �illing_Date Biliing_Coae Warehouse <br /> � 70 971 1127R012 PAN <br /> r.1 RESE3a15a5�% RESETTERSIBX3/4(HEIGHT7) _ _ _ _ - --- ---- - <br /> — - — Total Material Cost 5?0.97 <br /> NA Costs <br /> Type Na No Description Quantity Cost Billing Date Biiling Code Warehouse <br /> 50.68 0110612073 <br /> t:, h'A RELAYS llWlGRAINGER� 1 _ . __ _. ----- <br /> Total NA Cost 550.68 <br /> Personnel Costs <br /> Type ID Name Hours Cost Billing Date Eaming Code Class <br /> Total Personnel Cost 53o.�a <br /> Total Cost 5162.89 <br />
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