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-i- <br />I 1 11 W1 <br />cp <br />r- <br />M <br />M <br />(L <br />CY) <br />C*4 <br />E <br />0 <br />z <br />3: <br />'9 r <br />n. <br />to <br />(L <br />Ad <br />a- <br />C-4 <br />r- <br />c zq 40 <br />3� <br />t-anang U1 IV LXI1 IV %jI IV L.01 10 raring QIUOWCIIR 04C4 <br />20/( <br />02 <br />Type "13" Curb <br />Notes: <br />20" Elevations & contours shown are <br />6- \2 6 referenced to NGVD 29 datum. <br />i it <br />030" <br />BENCHMARK 22" <br />TOP OF IRON ROD CAP #3555 37 <br />ELEVATION 87.59 <br />16" <br />261) <br />ij <br />lic� <br />28"0 <br />\'N <br />COO•N' <br />ka i� V, i 011h <br />N &J <br />A ope <br />k, <br />47 <br />71'of W"swala 0.5% slope % slope <br />\ \ 151'of 'V" swalle @ 0.5 90'of %1 swale @ C6% sl <br />'Ok <br />ANNEL-A <br />12" <br />230'of 'V" swalle @ 0.5% slope 057 <br />NN' 'N - - - - - - - - - - RA 'k <br />0"6'\ <br />-4 <br />16 10" <br />kkk 16i P <br />83 <br />al 9 <br />N, 7 1 Z- <br />ro <br />"N AB- <br />8 <br />82.17'@1.0% 174.67'@l. % 191.39'@1.47% <br />VA \ N' ' NN 1!nw: - - - 19 <br />NN W ABI -- 421 <br />1. 6\' 41 <br />♦ \ .\ \ a5t� \ i } \ \ i 1 / T s��� �p� 0 <br />&\6 9 <br />(8j, <br />9�' fy SHW 78.00 0- <br />BI SHW =76 <br />'N' <br />/C 5 -NN <br />NN N, It -----r 9 . 4j i <br />FF EL.=D�J 0 <br />87 % 4 <br />NN`NN,' <br />050 71- FF EL.= 88.84 <br />N. <br />% % v 7" 12" LP 11 <br />V B-18 B-1 9 <br />CtN 0 B-20 1 1 2, A 'POND, C <br />V N, FF EL.= 89.8 FF El-!= 89.9 <br />87. <br />NN 7C <br />N, \\\\,\ \ \ <br />9 <br />V"l NN �5.95 <br />9 <br />V %. , <br />N <br />2 <br />0 <br />, \ , \\ \r- . . - <br />NN' <br />% 1/0)) 17)) <br />N\ "N' PB-4 N, <br />NN (0 B-17 <br />A <br />.61 0 \ \ ", VO <br />SHW 80.25 602% <br />♦ \'9 Yet t2" TW <br />B-3 <br />03 <br />•`'1 l,-�/ !r! � \� �; � � \� ` Bg J • \ /`2` j 1 �� .r/ <br />190 <br />A <br />% \ \ 0 89.63 "N`-\ v" A <br />8" 10" <br />\J\ <br />♦ \8().389.90 <br />5 $7 7 1) A O)y 1621 44" N <br />POND B /PB-2 <br />1Z <br />\ \ \ , DHW25= 85.24 S, <br />1 2!� <br />DHWioo_ 85.77 PB-5 B-4 <br />TOP = 88.00 <br />BOT = 84.00 SHW 83.50 <br />FIRE HYDRA?0. <br />i4 - <br />9.63 f2" B-13 04/11 <br />% % LP' <br />+ <br />89.93 k <br />:Ipp It <br />020 NN EDGE OF' WATEW OW 05-z02-'05 <br />♦ \0 1 f ELEVA'TION -74.91t <br />B-5 <br />0 <br />R49- <br />\'N' <br />0 32" <br />B <br />o B-6 *4� <br />BENCHMARK 14 . . . . . . . . . . . . <br />METLAND A <br />CUT <br />SET SQUARE <br />NE CORNER OF Lit <br />9.93 0'8525,Kcret <br />LIFT STATION ND <br />ELEVATION 89.69 86. 21' . ...... . . . ..... ..... <br />9" <br />♦ \ \•. � �\ � $ °moo ;' / I ' 1 ' ' \ ! \ \ . d ,. ,. ., d , . a . '� <br />k <br />9 - - - - - - - - - - - - <br />19" 9.10 9i 66" <br />0 5P N,X\ 1\ ... . . . . . . <br />89 '59 <br />12" 16" 12"' <br />% • 16�616" <br />B-7 <br />9"41 <br />tiP040 2 5', <br />8 A0 24" 7W I N <br />89.93 <br />L 25" <br />8 . . . .......... . .. .......... <br />• <br />8.9 'N 1 6 7 7 N, <br />016" * 18" <br />-1V 24" <br />14' 6 N <br />% ak i i <br />�* 351P NN-64 6 <br />% 0"-'% , <br />l.. n 4 <br />%L <br />'N <br />00 <br />4b6 <br />0 636"\ <br />I "N <br />5t' <br />"x <br />N, NN j <br />7 NT7 <br />bl- <br />"N <br />9" TWIN <br />'k <br />W1 6" 26" <br />14 0\24 <br />B-�12 <br />Legend• 0 3�" <br />Q 8" TWI X- <br />Direction of Flow IN 0 23)* NN <br />Z' <br />B-7 Soil Boring % . . .... N, N ON�2" <br />N, N1\ <br />DHW Design High Water 030 <br />0\2 <br />*18 TWIN IN <br />FFE Finish Floor Elevation <br />sojka <br />NN //' -- <br />10" <br />TYPICAL AISLE <br />(N.T.S.) <br />1\1 til- <br />4 2 6 <br />161 22" 3 6," <br />24" <br />25 <br />N' 5f 0 N 27 db A 0 <br />6 <br />Update per SWFWMD <br />comments. <br />09/28/10 <br />5 <br />Added offsite ditch. <br />08/31/10 <br />4 <br />Update per new site <br />plan. <br />07/15/10 <br />3 <br />Regradle phased plan. <br />06122/10 <br />2 <br />Update per SWFWMD <br />comments. <br />09/24/08 <br />1 <br />Per city comments. <br />05/08108 <br />No. <br />Revisions <br />i Date I <br />CU <br />>I <br />Ito <br />0 <br />C: <br />C: <br />LL <br />O <br />ICU <br />C <br />CU <br />L) <br />C) <br />0 <br />ILL <br />if <br />'q <br />C) 0 <br />U) <br />U) <br />CU <br />0 <br />ca <br />ICU <br />0 <br />Cl) <br />CU <br />N <br />LL <br />L6 <br />anos, <br />:W84 <br />ve <br />ate <br />hovQ0bW- <br />Drawn: <br />Yzy <br />Checked: <br />Scale: <br />1 11=50' <br />Dwg: 1372-10 Grading Plan <br />Job No: <br />72-10 <br />Sheet <br />Of 27 <br />5 <br />Sheets <br />