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• <br />-17,edVd <br />TYPICAL ROCK <br />CONSTRUCTION ENTRANCE <br />ts) <br />\\ <br />20'450•413"-3 HI4JS <br />100% CRUSFED ROCK OR WOOD CHI'S <br />LOCATION TO BE VF_RFED <br />BY ENGINEER 14 TIE FIELD <br />CONTRACTOR SHALL MAINTA14 <br />DURING PERIOD OF CONSTRUCTION <br />M N <br />arozc (\' <br />0 3Z <br />.8£ <br />VIM PARKINS IF RECUIRE6, <br />04 <br />29227 - <br />— • vsi <br />,,,12-6555 <br />8 <br />4 1 7/25/001 REV FORDING EASEMENTS <br />3 1 7/21/001 REV PER CITY CONSENTS <br />SITE AREA 348.915 S.F. (8.01 AC.) <br />BUILDING AREA <br />WAREHOUSE 81.204 S.F. <br />OFFICE 2.048 S.F. <br />IMPERVIOUS AREA 179.270 S.F. (51.4%) <br />OUTDOOR STORAGE 20.000 S.F. <br />PARKING STALLS 29 <br />ADD. 24 IF REQUIRED <br />z <br />(6 <br />1— <br />z <br />(f) <br />z <br />0 <br />0 <br />0 <br />(f) <br />0 <br />in In <br />" <br />in 0 <br />LiJ—1— <br />Z Z <br />0 = 5r I <br />>..< <br />Z <br />o <br />o 20- <br />z - <br />Zzc <br />z <br />a 5) <br />6 <br />a_ > <br /><i <br />Lit <br />-2 <br />— <br />0 <br />m <br />kcs <br />co a. <br />6\0. \ <br />TY OF LINO LAKE <br />:9 <br />/ <br />1- <br />z <br />w <br />w <br />0 <br />cc <br /><3( <br />0 <br />a_ <br />0 <br />1– <br />0 <br />_J <br />w <br />z <br />-J <br />4.--FX122-1-4=6.51— <br />C.: <br />OUTDOOR STORAGE AREA TO BE FENCED WITH 8 CHAINLINK AND <br />IVY PLANTINGS ON EAST & WEST SIDES FOR SCREENING. <br />PIPE STOCK TO BE STORED ON STEEL RACKS OR TREATED TIMBERS. <br />AREA WILL BE SURFACED WITH 6' CLASS 5 OVER COMPACTED SUBBASE <br />z.E1769 <br />z <br />Cc <br />1 <br />L_ <br />(0:\ <br />, \ \ <br />_ \__v <br />