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Zoning File #1424 <br />July 13, 1989 <br />Page 3 of 5 <br />Hardcover 75-250' Zone - <br />Existing:Q,700 s.f. <br />Propose >:«,810 s.f. <br />Total Reduction:3,534 s.f. <br />Applicant will be reducing hardcover within the 0-75* <br />setback zone by removing the boat ramp area and providing a <br />larger grass area between tne lake and the structure# <br />Application #1263, which was approved by Planning Commission and <br />Council, proposed 6,376 s.f. of hardcover within this 0-75* <br />setback area. Applicant is proposing with this application, <br />6,076 s.f., or a reduction of 300 s.f. Also in application <br />#1263, applicant proposed 9,110 s.f. of hardcover within the 75- <br />250' area. The applicant now proposes to further reduce L/iis 300 <br />s.f. to 8,8i0 s.f. Hardcover would be reduced a total of 600 <br />s.f. in application #1424 from what was proposed in application <br />#1263. Also note that in phase one, applicant proposed 4,375 <br />s.f. of hardcover on the Browns Bay side. After reviewing this <br />area, applicant has further reduced the hardcover in this area to <br />3,200 s.f. for a total reduction of 1,175 s.f. of hardcover. <br />The applicant is also propc <br />(sec exhibit "W") in the ' ">nt ya <br />betvven Mr. Rivers and ‘ i C <br />ig to extend hi3 green areas <br />ireas after court settlement <br />,y is determ.** ned. <br />Parking - <br />Applicant will be ^ .ding the same amount of parking as <br />proposed in application #i>:63 (see exhibit "J" and exhibit "P")# <br />Lot Area/Lot Width - <br />Lot area required in B2 zoning district is < acres, 8,120 <br />s.f. Applicant received variance approval for this lot area/lot <br />width with application #1263, <br />Access will be relocated to the northeast side of the lot. <br />Tr* application #1263, the City Engineer's review indicated that <br />applies '• should decrease the width of the accer o 28* wide, <br />provic more controlled access. The City Ei *.eer also <br />recomn. - that the driveway access points be c' Dlled with <br />bituminous or concrete curb. <br />Drainage - <br />The storm sewer design proposed with the previous plan was <br />submitted. After the City Engineer's review, it was found that <br />the plan will be acceptable and that the majority of the site <br />water shou:.J be directed to the siltation basin. The City <br />Engineer also requested that a site plan be provided which sh.'>ws <br />design grades for the project (exhibit "Y"). <br />o