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09-24-07 Item 4F, PC07-22 CUP at 3900 Bethel Drive
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09-24-07 Item 4F, PC07-22 CUP at 3900 Bethel Drive
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10/4/2022 3:31:25 PM
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9/20/2007 11:41:22 AM
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Item 4F, CUP at 3900 Bethel Drive
General - Type
Agenda Item
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3900 Bethel Drive
Date
9/24/2007
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<br />d. On sheet three, the hatch symbols shall be properly identified in the <br />legend (porous pavement is blank). <br />e. On sheet four, the following shall be completed: <br />. The legend lists proposed storm sewer; however, none is <br />shown on the plans. Identify any proposed storm sewer pipe <br />and structures. <br />. Retaining walls greater than four feet in height shall be <br />designed by a certified engineer. <br />. Retaining walls four feet in height and taller will require <br />railings for safety purposes. <br />. Please add to General Note 4 that traffic control devices and <br />signing shall conform to the MMUTCD, including the Field <br />Manual for Temporary Traffic Control Zone Layouts, Latest <br />Edition. <br />f. On sheet five, identify on the appropriate plan sheets where <br />application of the following details is proposed: 2, 3, 4, 5, 7, 8 and <br />9. <br /> <br />G. The applicant shall obtain all necessary permits from the Rice Creek <br />Watershed District, MPCA, and other governmental entities and provide the <br />City with copies of such permits prior to the City issuing any building permits. <br /> <br />H. The applicant shall supply the required number of ADA accessible parking <br />spaces prior to the issuance of the occupancy permit for the University <br />Commons. The location of the accessible stalls shall be subject to Building <br />Official approval. <br /> <br />I. Seminary Drive shall have at least a twenty (20) foot wide clearance in the <br />driving portion of the roadway. <br /> <br />J. The applicant shall provide written approval from the utilities companies prior <br />to the issuance of any building permits or any site preparation to ensure that <br />there is no impact on the gas or power lines. <br /> <br />3 <br />
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