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Ms. Katie Larsen <br />March 21, 2013 <br />Page 2 <br />8. The existing casing pipe for the watermain coming from I -35W is not shown and needs to <br />be added to the plans. <br />9. The re- routing of the 12" watermain and connection to the existing watermain on the <br />north side of the proposed building is too close to the building. The proposed connection <br />will be approximately 15' deep and should be located at least 20' north of the proposed <br />building. <br />10. The proposed driveway apron must have the following section: 8" concrete and 4" class <br />5. <br />11. The proposed sidewalk must have the following section 6" concrete and 4" class 5. <br />12. The proposed street patch on Town Center Parkway must be sawcut and shown as a <br />rectangular area with a width matching the widest part of the replacement for the entire <br />length. <br />13. The proposed street replacement must have the following section 1.5" LVWE35030C <br />Wear Course, tack, 2.5" LVNW35030C Non Wear Course, 10" Class 5, and 12" select <br />granular. <br />S:\Planning & Zoning Board \Packets\Packets - 2013\April 10, 2013 \7B -LLAL \City Engineer Letter - 032113.doc <br />• <br />• <br />