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i <br />INVOICE <br />TKDA S EP 6 .L999 TOLTZ, KING, DUVALL, ANDERSON <br />AND ASSOCIATES, INCORPORATED <br />ENGINEERS • ARCHITECTS • PLANNERS 1500 PIPER JAPPRAV PLAZA <br />444 CEDAR STREET <br />SAINT PAUL, MINNESOTA 66101-2140 <br />PHONE:61202-4400 FAX:6121292-0060 <br />CITY OF LAKE ELMO <br />3800 LAVERNE AVENUE NORTH <br />LAKE ELMO MN 55042 <br />Date: August 30, 1995 <br />Commission No: 09150-950 <br />Invoice No: 031155 <br />Period Ending: 07/31/95 <br />For General Engineering Services as listed below. Authorization dated <br />February 2, 1988. <br />1. <br />Comprehensive <br />Plan Amendment for 440 <br />Acres - Traffic Forecasts: <br />L. Bohrer <br />0.50 Hrs. @ 32.31 = <br />16.16 <br />R. Clare <br />40.50 Hrs. @ 32.69 = <br />1,323.95 <br />1,340.11 <br />x <br />2.75 <br />= 3,685.30 <br />Expenses: <br />R. Clare - Travel <br />13.50 <br />2. <br />Eagle Point <br />Creek Estates - Plat Drainage <br />Reauirements w/DuPay Drainaae and Ponding <br />Plan <br />Review: <br />L. Bohrer <br />1.00 Hrs. @ 32.31 = <br />32.31 <br />T. Prew <br />3.00 Hrs. @ 24.52 = <br />73.56 <br />w' V/r <br />105.87 <br />x <br />2.75 <br />= 291.14 <br />3. <br />Watermain <br />Break on TH5 - Assistance <br />with MnDOT <br />and NSP Emergency Numbers: <br />L. Bohrer <br />1.00 Hrs. @ 32.31 = <br />32.31 <br />x <br />2.75 <br />= ��/i�L 88.85 <br />4. <br />Stonegate <br />Plat II - Discuss revised <br />CB_Buildina <br />w/Rehbein, Test Roll Subarade: <br />L. Bohrer <br />1.00 Hrs. @ 32.31 = <br />32.31 <br />x <br />2.75 <br />=+' 88.85 <br />5. <br />1995 Sealcoatina - Review and Approve <br />Payment: <br />L. Bohrer <br />2.00 Hrs. @ 32.31 = <br />64.62 <br />x <br />2.75 <br />= 177.71 <br />6. <br />1995 Crack <br />Filling - Review and Approve Payment: <br />L. Bohrer <br />1.00 Hrs. @ 32.31 <br />32.31 <br />x <br />2.75 <br />= 88.85 <br />7. <br />36th/37th <br />Street Drainage - <br />Estimate out-of-pocket <br />City Costs: <br />L. Bohrer <br />2.00 Hrs. @ 32.31 = <br />64.62 <br />x <br />2.75 <br />= 177.71 <br />