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r <br /> Mr. Jim March <br /> May 22, 1998 <br /> Page 2 <br /> • The existing drainage ditch along the south line should be within the right -of -way or <br /> in a drainage easement. <br /> • Grades on the paving area should be a minimum of 1.0 %. From the elevation shots <br /> given, the proposed grade from the southwest corner is 0.7% and along the dolly pad <br /> at the north end it is 0.52 %. <br /> • Does the City want temporary bituminous curb along the north and east sides of the <br /> paving area? <br /> • Drainage from the paving area will flow from the northeast corner into a low area <br /> bounded by elevation 904. Water will sit in this area until the proposed stormwater <br /> ponding area in Outlot A (north of this proposed development site) is completed. <br /> There should be some interim plans for stormwater ponding, or a clear indication of <br /> when the proposed pond will be constructed. <br /> • There is insufficient erosion control shown. <br /> These items should be addressed and the grading /site plans resubmitted for final review. <br /> This review is therefore considered preliminary and other issues may arise during the <br /> final review. If you have any questions, pleas let me know. <br /> Sincerely, <br /> Howard R. Green Company <br /> Phillip G. BergeM. P. <br /> PGB /st <br /> O:�PROJ�2fi0092m \092- 2202.m R. Green Company <br /> CONSULTING ENGINEERS <br />