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1 <br />TYPE 'C INLET TO CONNECT TO <br />EXISTING 18" PIPE @ INVERT <br />ELEVATION 80.99 <br />A 5-109 <br />j� — — — — — <br />A TYPE'C' INLET PER �• 82.t9 <br />a1 FDOT INDEX 520-001 <br />z <br />TOP: 83.00„ <br />12" SLOT @ 81.75 ®'82 0 <br />[ No,INV IN: 80.99 (S) <br />m I-773 <br />f INV OUT: 80.99(N)T.r4— <br />3 _ <br />I 6,+ + 83.0 + <br />n <br />L—X <br />C CID-) <br />4b 4 R <br />I.. <br />TYPE T' INLET PER <br />FOOT INDEX 520-001 <br />TOP: 85.75 <br />INV OUT: 82.75 (E) <br />x <br />I <br />I <br />n <br />x � „ T 83.24 <br />— — X <br />X — <br />—X X <br />— <br />Y — <br />g323 <br />❑T <br />C-0, n <br />6�28 <br />® <br />+ <br />% <br />---_ <br />1 <br />C1 <br />tr <br />-',gi�m <br />� E 1� <br />E� <br />l��F�k�E. <br />I � <br />',.3 • <br />.�h <br />I <br />ily � rr �, <br />o. <br />SS -- <br />../ 5q� <br />y/ <br />�*g�'• <br />`��,rkk6 kllE+' <br />INk <br />� <br />65 LF 15" ADS -HP @ 2.83% BS U I <br />84,0 <br />83.0 o m <br />82.0 0 <br />S-110 <br />12" NYOPLAST YARD DRAIN <br />w W w co TOP:83.00 <br />W roL I I I I P., INV• 81.50 <br />w . w S-103 <br />W INV:80.30'' <br />RYPEENDWALL PER W CS 100 n <br />FOOT INDEX 430 001 TYPE 'C' INLET PER <br />w w FOOT INDEX 520-001 <br />TOP: 85.55 <br />w W W w INV OUT: 82.25 (E) <br />,y tl^ y W W WW W ♦ ' <br />W W ^k ^L .4• W W � <br />1 W W W w ^b w v W 00 o <br />U-TYPE ENDWALL PER coo A <br />FOOT INDEX 430-001 <br />R 1P%r%T1 1 <br />SCALE: 1 " = 20' <br />0' 20' 40' <br />,Z" I <br />00 <br />I <br />e��®®a 5►�II� ") ptJ <br />I)" PIPE INVERT (E) / <br />1/4" ENVIROSKIM FIBERGLASS SKIMMER <br />OR EQUAL 12" FROM STRUCTURE <br />TYPE "C" DITCH BOTTOM INLET SECURED W/ 3/8" S.S. BOLTS <br />(FDOT INDEX 425-052 <br />CONTROL STRUCTURE DETAIL <br />N.T.S. <br />CONTROL STRUCTURE <br />A <br />B <br />C <br />D <br />E <br />I F X G <br />I H <br />I I <br />CS-100 <br />85.55 <br />86.25 <br />83.50 <br />12" <br />83.25 <br />1 24" X 36" <br />83.80 <br />1" <br />WEEP HOLE NOTE (S-106 & S-107) <br />1. ALL WEEP HOLES TO BE 5" DIAMETER CIRCLE HOLE ON <br />THE BOTTOM OF THE STRUCTURE. 0.5 CUBIC <br />FEET(12"X12"X6") OF NO. 6 AGGREGATE TO BE PLACED <br />UNDER EACH HOLE. 1 SQ.FT. OF GALVANIZED WIRE <br />MESH V4" OPENINGS) SHALL BE PLACED BETWEEN THE <br />AGGREGATE AND THE CONCRETE. <br />f <br />x <br />w <br />x <br />a <br />w <br />O <br />6 <br />O w <br />a <br />a "' <br />u o <br />U to <br />W <br />r4 <br />N <br />w N <br />F- <br />o <br />0 <br />0 <br />z <br />m <br />m <br />m <br />0 <br />a <br />a <br />Y <br />u <br />p <br />U <br />ow <br />�a LL <br />N <br />N <br />M <br />N <br />d' <br />J <br />Z M <br />Lu <br />> <br />W <br />LL <br />Q <br />C. e <br />u <br />i <br />O <br />UujH <br />J <br />rr rr�� _ <br />V w <br />N <br />CL <br />N <br />W <br />%� <br />0 <br />�0 <br />LLu <br />` <br />�� m <br />ce <br />Q <br />0- <br />J <br />l�0 <br />� <br />0 <br />0 <br />U <br />Z <br />W 0 <br />n ce- <br />V a <br />PROJECT NO. SHEET <br />2341 'I C500 <br />