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04-19-1993 Planning PacketC
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04-19-1993 Planning PacketC
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10/26/2023 4:18:47 PM
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ZMHBf MCOO fists <br />Afwtf 13. 1993 <br />2 <br />500-1.000* scfhKfc am • S.200 » f <br />Alknrcd ■ 2.870 * f or 35% <br />F_»t<rim Ifcinteom • *^20 t f or S.76% <br />Tbttli lot am ■ 142.i f. <br />TcHl e^trttiif hanicover * 23.T78 s.f. or 1^.69 <br />Uii oT Hiiybiti <br />A - Applic^KMi <br />B - Broper t)- Owncni Lb* <br />C - Plat Map <br />D - 1*4 Htfdcovor Invenior> _ <br />E • Si»wii Gu^fido Report dated 4. d93 <br />F • Sewer As-buill <br />G - Prelimtaary Ptao <br />StiTiev of SubdivikllHI <br />Applkart propoaei a 2-lot divUioo of the 6.3 acre propirty. As recorded hi the fiKtual <br />Ifimfinfi above, each lol mem the area and aidth requircniciits <br />f v t.- <br />rhe storage located at the prop ose d di'bioii line shall be removed. L'pon a sitei <br />M, staff noted two partially disremWed lowers The pniperty was originally approve <br />for a conditional permit for lodepciidcnt aiaereia lowers. The antennas no kxiger meet the <br />required setbacks with Uk redefining of lot lines The stniemres should be ctanplctely removed <br />to final plat approvalaittilii <br />Hardcover within the 250-300’ setback area sJ»ws an excess of 11.8% hardcov^ <br />lifnprovements. The majority of the hardcover results from the blacktop drive/parking area and <br />leanis coun. Within the 0-75’ setback area there b approximately 5.73% hardcover consisting: <br />of a small deck. 10’ wide concrete ramp and sandbox supported by a reuining wall. <br />Review Exhibit E. The City Engineer’s report calls attention to a sanitary sewer <br />»sement at a 20’ width that exists within proposed Lot A. Staff has contacted the surveyor to <br />determine when the easement was created and te assumed at the time of the original Vasa Park <br />Plat in 1968. The currcni casement serves no public purpt>$e. Review as-built on Exhibit F. <br />Lot B b served from a scrvkc Y at the sxnithwcst ci>mer of the property and Lm A shall b© <br />served by a service Y within Tonkawa Road. The City Engineer recommends vacating the <br />sewer casement prior to the final plat approval.
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