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PERMFILE51447
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PERMFILE51447
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Entry Properties
Last modified
8/24/2016 10:55:31 PM
Creation date
11/20/2007 2:54:40 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997054
IBM Index Class Name
Permit File
Doc Date
1/12/1998
Doc Name
BRIDGE CROSSING NO 1
Section_Exhibit Name
EXH C-1
Media Type
M
Archive
No
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45.P FT. <br />WATERS OF THE U.S. Sl <br />AT THIS LOCATION . <br />TOTAL DISTURBED AREA <br />JIIIIIIIII111111111111111 <br />IIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIII111T11111111111 <br />V <br />r- <br />rn <br />or <br />Iu <br />C <br />N <br />r <br />IU <br />i <br />O <br />U <br />U <br />rn <br />� <br />g <br />urco� <br />oau <br />a. <br />F- <br />gill <br />lull' <br />illllllllllllllllllllllilllllllllillllilillillillliliillllllil <br />Q <br />I <br />0) <br />O <br />0 <br />I00< <br />0 0 <br />I <br />V l <br />ce o <br />lull' <br />IIIIIIIIIIIIIIIII <br />J <br />'Illlllllllllllilllll <br />= O <br />U <br />d <br />03 <br />lllllllllll' <br />m <br />% <br />Illillllllllllilllllllllllllllllll <br />w F <br />N <br />C/-) <br />o U <br />N <br />0 <br />N <br />illlillllllllllllillllllllllllllllllllllll <br />I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII11111111111111111111111111111111111111111111111111Ui111 <br />----------------------- <br />J 7Z <br />0) <br />\y/ <br />W <br />o C) <br />� <br />1 <br />--- <br />- <br />- <br />- - <br />-- <br />0 <br />------------ <br />EL <br />w <br />J <br />W <br />PliAN VIEW OF CROS$ING <br />11 O.0 FT. <br />?VEY IS 110 FEET IN WIDTH <br />33t4 SQ.FT. <br />BT <br />CROSS $EC ONALI AREA REA U DER BRIDGE BRIDGE GIRDERS IISE NPPROXIMATELY 340 SQ.FT. <br />CENTER OF TALLAHASSEE <br />CIENTERLINE PROFIL <br />2 +100 <br />ELEVATION IS 5763.00 <br />3-+l 00 <br />4-fl <br />•• <br />5750 <br />RIP -RAP BOULDERS 15.0 FT <br />4 TO 12 INCH IN DIAMETER <br />FOR EROSION PROTECTION RAIL BALLAST <br />OF EMBANKMENT. INSTALL ON <br />UP AND DOWNSTREAM SIDE ?'/ <br />OF EMBANKMENT O.o.. <br />' - — COMPACT BASE MATERIAL IN 12 INCH LIFTS <br />TYPICAL SECTION THRU EMBANKMENTS <br />SCALE; 1 "= 20 ET <br />O <br />V <br />r- <br />rn <br />or <br />Iu <br />C <br />N <br />r <br />IU <br />i <br />O <br />U <br />U <br />rn <br />� <br />g <br />urco� <br />oau <br />a. <br />F- <br />w <br />Q <br />O <br />V <br />r- <br />0 <br />N <br />00 <br />i <br />O <br />U <br />U <br />rn <br />� <br />Q <br />urco� <br />oau <br />Nx�- <br />F- <br />w <br />I <br />0) <br />O <br />0 <br />I00< <br />0 0 <br />I <br />V l <br />ce o <br />J <br />V / <br />= O <br />U <br />d <br />03 <br />�• <br />LLJ <br />J <br />O I. <br />Z O <br />U � <br />Z_ <br />(n Z <br />ry <br />LJ <br />Ld <br />(D <br />Q <br />m J <br />n <br />U <br />z <br />O <br />I- <br />Q <br />Lj <br />DO <br />O J <br />Ir 0 <br />CL U <br />Ld <br />Z � <br />Z <br />W D <br />J o <br />Q U <br />C� <br />Y Z <br />O <br />Q � <br />W <br />ry <br />LL_ <br />U <br />L � <br />N ' <br />i' <br />r, <br />�b <br />1" <br />i <br />i <br />I <br />F <br />i+ <br />l <br />,1 <br />V) <br />N <br />U <br />cc) <br />� <br />Q <br />LLJ <br />�t <br />N <br />F- <br />w <br />N N <br />O <br />0 <br />I00< <br />0 0 <br />U` <br />V l <br />ce o <br />J <br />V / <br />= O <br />U <br />d <br />03 <br />m <br />% <br />w F <br />N <br />C/-) <br />o U <br />N <br />0 <br />N <br />L <br />O <br />J 7Z <br />0) <br />\y/ <br />W <br />o C) <br />� <br />1 <br />z <br />Q0co <br />o <br />T- <br />z <br />EL <br />w <br />J <br />W <br />W <br />U <br />L � <br />N ' <br />i' <br />r, <br />�b <br />1" <br />i <br />i <br />I <br />F <br />i+ <br />l <br />,1 <br />
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