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DETAIL <br />SEE EASEMENT <br />001TPGAMDNF <br />906.34 <br />W <br />" <br />82 <br />75 <br />' <br />. <br />33 <br />1 <br />4 <br />° <br />6 <br />6 <br />N <br />W <br />" <br />2 <br />.7 <br />3 <br />9V <br />30 8N <br />'I <br />7 <br />9. <br />16 <br />° <br />3 <br />4 <br />1 <br />6 <br />N <br />FLOOD COMPENSATION AREA <br />NAV <br />NAV <br />LAYOUT TOP OF SLOPE <br />TOP OF SLOPE <br />% <br />7 <br />. <br />6 <br />PROPOSED <br />% <br />8 <br />. <br />0 <br />1 <br />FFE=911.5 <br />DOCK=907.5 <br />141,360± GSF <br />577 VAN PARKING STALLS <br />PROPOSED BUILDING <br />297 ASSOCIATE PARKING STALLS <br />Project Banjo ¤ Fairview Relocation Exhibit ¤ 5.02.2022 <br />CURRENT <br />FLOOD COMPENSATION AREA <br />PARKNI <br />NOG <br />TOP OF SLOPE <br />N <br />O <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />G <br />N <br />I <br />K <br />R <br />A <br />P <br />O <br />N <br />TOP OF SLOPE <br />72T <br />PN <br />OM <br />WR <br />DN <br />F <br />44.TOP OF SLOPE <br />20 <br />9 <br />TOP OFSLOPE <br />TOP OF SLOPE <br />SNART <br />9.309 <br />33TP <br />08451PIDNF <br />897.07FNDIP.5PT26 <br />3TPMICDNF <br />24.109 <br />31.009 <br />TOP OF SLOPE <br />TOPCMP5 <br />2TP08451PIDNF <br />895.6 <br />43.998 <br />TOP OF SLOPE <br />MEETING VAN STALL REQUIREMENTWITH RETAINING WALLS <br /> <br />