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01-11-1988 - Agenda Packet City Council - regular meeting
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01-11-1988 - Agenda Packet City Council - regular meeting
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2/12/2026 10:57:01 AM
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Administration
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Agenda Packet City Council
Section
City Council
Subject
regular meeting
Document Date
1/11/1988
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8/12/2025
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TO: City Council <br />FROM: Michael P. Gaffron, Assistant Zoning Administrator <br />DATE: June 4, 1985 <br />SUBJECT: #910 James Hoff, 2056 Shadywood Road - Conditional <br />Use Permit <br />Zoning District - LR-'C <br />Application - Regrade Lakeshore Yard of Property, All Within <br />0-75' Setback Area <br />Existing Grade - Uniform Slope of about 38% from high plateau down <br />to lake <br />Proposed Grade - 24-30% slope <br />List of Exhibits <br />Exhibit A - Application <br />Exhibit B - Plat Map <br />Exhibit C - Property Owners List <br />Exhibit D - Survey with existing and proposed contours <br />Exhibit E - Planning Commission Minute,, 5-20-85 <br />The applicant is requesting a conditional use permit to allow him to <br />regrade the lakeshore of his property so that it conforms more to the <br />properties on either side of him. Most of the work proposed is within <br />the 0-75' setback area. His existing slope is about 38% according to <br />the existing grade topographic submittal. The proposal would <br />decrease the slope to about 25% on the average, but would eliminate the <br />flat plateau which currently acts as runoff percolation area. <br />City Engineer, Glenn Cook, has reviewed the propoF ma,_ <br />comment: <br />1. The proposed contours as shown do not accompllsn the aced <br />purpose of conformingto the neighboring property contours. Note <br />that the property to the north has extensive retaining walls. flow <br />will the grading conform to these? On the south side, wt.ere <br />slopes are less severe, it would likely requite less removal of <br />material to conform to the neighboring grades. <br />2. The proposed grade change., will eliminate the existing 30-40' <br />"plateau" area of 6% slopes or less, which now functions as slow- <br />runof f and inf iltration area, and change the entire lakeshore vard <br />to slopes of 24-3G8. From a runoff infiltration standpoint, this <br />is n,-,t necessarily a bereficial project. One-third of the <br />lakeshore yard which formerly had relatively good infiltration <br />characteristics will be reduced in infiltration capacity. <br />
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