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M.E.G. <br />10 <br />M.E.G. @ 84,33 M.E.G. @ 81.67 f j '' <br />ls <br />AREA TO BE FILLS IN TO ELEVATION 83.00. 0g <br />TYpE'C' INLET G E ELEVATION TO BE SET AT 83.00. bl° x <br />12" SLOT AT 81.75, ' ' ``:. <br />83,24 <br />M M.E.G_@ 81.67 ul <br />+2,20 - - - - - - - - - - X - - X X - - X x - - X u - --X <br />M.E.G. LINE <br />�' M.E.G. @ 82.87�. M.E.G. @ 81.91 82 Asa' �P 8.;,•..; - rya <br />83.91 n t p 5 UN <br />r PAVED SfIOULDERi <br />• 0 <br />.... - P P k/ _. <br />- <br />i m 83.0 - + x3 _ q' 1 <br />1 +y 83.0�_ \ € E <br />83.61 82.88E f Z; <br />I 4T�\ u <br />r < 82 <br />33.31 < < < < < .0 <br />< < < 82.58 \ 82.68 <br />81.23 <br />M.E. . @ 82.16 , <br />5' UNPAVED SH04LDER <br />/ I 1 M.E.G. @ 82.60 M.E.G. LINE M.E.G. @ 81.73 <br />€ 81.20 .}}' GRADE BREAK <br />" f <br />M.E.G. @ 81.73 <br />I G 82.70 <br />4. "`82 <br />M.E.G. @ 82.16 <br />I 83.13 <br />5' UNPAVED SHOULDER <br />1 M.E.G. LINE <br />F,l im 82.49 <br />t <br />E.G, @ 82.23 g3 + 83.96 <br />M.E.G. @ 83.04 / <br />3.58 <br />€ <br />M.E.G. @ 82.77 / <br />CONCTRACTOR TO EXCAVATE AND <br />CONNECT DITCH BOTTOMS AND TOPS / <br />@ 83.16 € ` <br />j M.E.G. @ 84.20 <br />I "�1 1 <br />>4 x'. <br />86.71 <br />95 <br />76 <br />85.83 <br />86.16 <br />81.80 <br />t''� Ef�. �y •,�� .� '€t� EGA �' �4f IN s �'�' ��� � •:`��.., ` � � � <br />M.E.G. @ 82.56 <br />x� �` €�€�E yr �€ *, �� � �,, a� ;ft � E€ fit, �.,•,;� � i <br />' k 82.29 82 87 <br />M.E.G. @ 82 60 <br />82.05 82.0 82.48 82.75 M.E.G. @ 83.04 (� <br />81.75 < < < < 82.23 < < < 82.68 # <br />81.50 81.59 81.68 I j <br />_.... ....................................- - - <br />ji`' 81.75 82.24 <br />M.E.G. @ 81.87 M.E.G. @ 82.50 I 4' <br />f M.E.G. @ 82.95 <br />81.83 <br />82.51 1 4T <br />82.95 + <br />82.13 t }4.• <br />" I <br />1 <br />M.E.G. @ 83.18 � <br />� � t <br />r� <br />M.E.G, @ 83.21 <br />° A 82.18 + <br />UNPAVED SHOULDER 83.18 j <br />27 <br />< 14, <br />it <br />1`) <br />DATUM CONVERSION NOTE <br />l <br />1. ELEVATIONS ARE BASED ON NAVD 1988 DATUM. TO <br />CONVERT TO NGVD 29, ADD 0.85' FROM THE <br />ELEVATIONS SHOWN. <br />ENLARGED VIEW OF HANDICAP PARKING <br />SCALE: 1" = 10' <br />SCALE: I" = ZO' <br />"mmalm"m <br />O' 20' 40' <br />w <br />0 <br />o ce <br />a V' <br />z <br />O <br />U N <br />w <br />N <br />O <br />Lu N <br />Q � <br />o <br />O .. <br />z <br />REVISION BLOCK <br />LLi w o *4 , <br />O w # i Lu <br />B a a <br />E 10 <br />0 >� UZI <br />FwOR <br />m''< <br />LL <br />s�v F <br />m <br />m <br />m <br />Lu Z Y U) <br />a 3 a u <br />Lu <br />p U <br />N <br />N <br />N <br />U <br />J <br />M <br />N <br />Ln <br />M <br />J <br />M <br />Luce <br />Lu <br />J <br />U <br />0 <br />r <br />J <br />z w <br />N <br />N <br />W <br />0 > <br />O <br />Lu <br />m <br />J <br />J <br />J <br />V <br />V <br />a <br />�O <br />J <br />� <br />0 <br />0 <br />z <br />Lu <br />J � <br />U a <br />PROJECT NO. SHEET <br />2341 1 C600 <br />