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<br />Page 2 <br />Mike Falk <br />March 6, 1996 <br /> <br />9. There are no deliquent assessments nor are any further assessments required. <br /> <br />10. The sidewalk along the north portion of the property should be located one foot north of <br />the property line. <br /> <br />11. The right-of-way necessary will be dedicated during platting. <br /> <br />Landscapin2 Plan <br /> <br />1 . The landscaping plan should be reviewed by Chuck Stifter in the Parks Department. <br /> <br />Grad in2/Draina2efU tilitieslErosion Control <br /> <br />1. Existing water and sewer service lines should be abandoned according to City standards. <br />This would consist of removing the services at the main. <br /> <br />2. The curb box at the end of the existing service to be tapped should be inspected and <br />replaced if necessary. <br /> <br />3. There is a gate valve shown just west of the westerly driveway on Roselawn Avenue. <br />What is the gate valve for? <br /> <br />4. In the legend, a 1/4 is used to delineate watermain. A W or WM is required on the plans to <br />show watermain. <br /> <br />5. There is a concern about locating the pond within the sanitary sewer easement. There may <br />be additional III as well as conflicts during any future repair or replacement of the sanitary <br />sewer. <br /> <br />6. The ponds should have 5:1 slopes rather than 3:1, since it is located in a residential area. <br /> <br />7. The pve for the sanitary sewer should be SDR-35. <br /> <br />8. The outlets for the trench drains need to be protected to prevent erosion. <br /> <br />9. The developer should tap the sanitary sewer service directly into the sewer main. A saddle <br />connection would be required. <br />