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3.1, 3.3 &3.4
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06-08-1999
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3.1, 3.3 &3.4
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5. The grading plan should show drainage away from the proposed clinic building <br /> on the west side. <br /> 6. At the south end of the remodeling area, there is an access from Freeport <br /> Avenue into the existing building. Currently, that access has an existing spillway <br /> through the curb line to the north which provides drainage from this access road. <br /> The remodeled parking lot eliminates this spillway but does not provide any <br /> means of picking up the drainage from the existing access road. We would <br /> suggest an extension of storm sewer from catch basin #13 to the access road <br /> with the installation of a new catch basin to provide for this existing drainage. <br /> 7. It appears that catch basin #19 has an error in its rim elevation. The rim is <br /> shown at 908.4, and the closest contour in that area is a 911. <br /> 8. There should be more details shown east of the proposed restaurant to indicate <br /> which way the drainage from this area will flow. The existing plan appears to <br /> show a high point in this area that is not shown on the proposed grading plan. <br /> 9. The Elk River Municipal Utilities have asked that the new hydrant shown on the <br /> north side of the clinic be shortened up. Currently, the hydrant lead is 150 feet <br /> from the building service. They have asked that the hydrant be placed nearer the <br /> building service and most of the 150-foot hydrant lead be eliminated. An <br /> easement needs to be provided over this hydrant lead including the hydrant. <br /> 10. The storm sewer existing and proposed on this site is considered a private utility. <br /> Some of the new private storm sewer near Retail Space A on the east side of the <br /> building falls within the public utility easement which currently has water and <br /> electric service in it. It should be made clear that in the future if the City needs <br /> access to the watermain or electric service in there and endangers the storm <br /> sewer, repair of the storm sewer will be at the Owner's expense. <br /> 11. The plan shows a new monument sign to be located in the existing drainage and <br /> utility easement at the northeast corner of the site. A new location outside of the <br /> easement should be found for this sign. <br /> 12. Clearly, the key issue on this proposed redevelopment is parking. Since you • <br /> have been coordinating information on this issue with the developers, I will leave <br /> comments on parking to you. The one comment we would make about parking is <br /> that it will be important to review the proposed demolition plan and construction <br /> plan as they impact the existing parking to ensure that adequate parking will be <br /> available at all times for the ongoing heater use on this site. <br /> If you have any questions regarding these comments, please call. <br /> Sincerely, <br /> Howard R. Green Company <br /> • Terry J. aurer, P.E. <br /> 0:\PROD\807240)\0240\230-190!-er ' ;rd R. Green Comoany <br /> CONSULTING ENGINEERS <br />
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