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5' <br />47' UNPAVED <br />HEAVY DUTY PAVEMENT SHOULDER <br />12' 1.8' <br />13' 17' TRAVEL LANE <br />12' <br />TRAVEL LANE <br />84 .... ._..., - 84 <br />1PROPOSED <br />83 GRADE <br />-5.0/ m_ 83 <br />2.0% -2.0% <br />w 7-7' 600 <br />V Gz 1.9% <br />82 ...... _� _ ,_.., _ 82 <br />— —� — — — — — — — — — — — — — — — — — — — — — — <br />I ~ M.E.G. <br />81 - 81 <br />EXISTING <br />z 12" X 18" GRADE <br />VINV: 79.93 <br />80 80 <br />w <br />a <br />d <br />a z PROPOSED 8" SANITARY SEWER MAIN <br />79 APPROX. INVERT ELEVATION: 77.87 -" _ W _ ! •, 79 <br />(MIN. T COVER) APPROX. LOCATION �( <br />6' EXISTING POTABLE <br />WATER MAIN <br />78-- 78 <br />0 20 -•- 30 40 50 59 <br />SECTION G-G <br />VERT. SCALE: 1" = 2' <br />HORIZ. SCALE 1" = 10' <br />y GALL BLVD <br />SR 301 <br />Y EXISTING PAVEMENT <br />40' <br />DRIVE AISLE <br />HEAVY DUTY PAVEMENT <br />19.1' 25' <br />6' S. 6' 86 <br />SHOULDE SIDEWALK <br />w <br />z <br />85 <br />M.E. w PROPOSED <br />�•0% O GRADE <br />F- <br />84 _ 6 0j 1.0% 1.5% t=7 -0.9% — .. 84 <br />W_ _ — _._ <br />_ w <br />Z I g> <br />1 CC `o <br />83 - 83 <br />i <br />82 - 82 <br />14" X 23" HERCP EXISTING <br />STORM PIPE .6' GRADE <br />81 _,_..10, _ _ 3.9' .7 81 <br />APPROX. LOCATION APPROX. OCATION <br />EXISTING GAS LINE TELECOM LINES <br />80 80 <br />APPROX. LOCATIO <br />2" EXISTIN <br />�'�� PO 79 - <br />WATER MAI MAI <br />0 10 20 30 40 45 <br />SECTION H-H <br />VERT. SCALE: 1" = 2' <br />HORIZ. SCALE 1" = 10' <br />5' <br />5' 24' UNPAVED <br />UNPAVED DRIVE AISLE SHOULDEF <br />SHOULDER HEAVY DUTY PAVEMENT <br />12' 12' <br />4.6' TRAVEL LANE TRAVEL LANE <br />84 _, ., ..., <br />6 Dodo 1.0% 1.0% <br />PROPOSED <br />GRADE <br />82 <br />M.E.G. EXISTING <br />GRADE <br />81 _,..,...,._ <br />6.2' <br />10' <br />°RSION SWALE <br />5' <br />BERM <br />6' 4' (FLAT) , 5.5' <br />84 <br />-6.0% <br />0 <br />83 <br />1 <br />82 <br />M.E.G. <br />79 PROPOSED 8" SANITARY SEWER MAIN <br />APPROX. INVERT ELEVATION: 78.11 <br />(MIN. 3' COVER) <br />78 <br />0 10 20 30 40 <br />SECTION I -I <br />VERT. SCALE: 1" = 2' <br />81 <br />--80 <br />f <br />I <br />-� 79 <br />78 <br />50 60 64 <br />A <br />HORIZ. SCALE 1" = 10' <br />6.7 33.3' <br />84 — 84 <br />83 1.00% 1.0% 83 <br />PROPOSED — — — — — — <br />(;FtADt — <br />82 <br />EXISTING <br />..,....... _ . nn ,,,,..w,,, ., _, . _ . <br />81 _._ _.,,,___......___.�.___ GRADE <br />M1__�........... �..,,,�,,,.,�,...._.� .. ..,,,,,._.�— 81 <br />0 10 20 30 40 50 <br />SECTION L-L <br />VERT. SCALE: 1" = 2' <br />HORIZ. SCALE 1" = 10' <br />I <br />i <br />1***NOTE*** <br />ALL DISTURBED AND GRADED AREAS TO BE SODDED. <br />0' 40' 80' <br />N <br />N <br />fV <br />L <br />N <br />� <br />N <br />M <br />J <br />� <br />uj <br />Q <br />� <br />Lu <br />M <br />J <br />u <br />O <br />t!) <br />F- <br />V) <br />Z <br />OCL <br />F-1 <br />w <br />Lu N <br />�u <br />z <br />U <br />i <br />r- <br />W <br />V <br />�/ Lu <br />( ) <br />m <br />w <br />2: <br />C <br />r n <br />V' <br />-j <br />J <br />O <br />d- <br />0 <br />ce <br />U <br />z W <br />w 0 <br />J Cie <br />U a <br />PROJECT NO. SHEET <br />2341 1 C801 <br />