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<br />CURVE DATA
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<br />D " 14000' 00"
<br />t1 " 91005'24" Lt.
<br />R" 409.26'
<br />--
<br />T " 417.12'
<br />L " 650.64'
<br />
<br />P. C. " 1/77 + 34.30
<br />P. /. " 1/81 + 51.42
<br />P. T. = 1/83 + 84.94
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<br />CROSS DRAIN STRUCTURE
<br />STA. 1/84+00
<br />
<br />......
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<br />SCALE OF FEET
<br />
<br />CONTOUR INTERVAL 2 FEET
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<br />/180
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<br />1200
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<br />
<br />PROFILE
<br />
<br />I,
<br />
<br />SECTION A
<br />
<br />SECTION A
<br />
<br />II EV. 3123184
<br />fo9-::,
<br />REV. 2/14/84
<br />~~
<br />
<br />DESIGNED ~l.. t!..j,..
<br />O ~ ,--- FIELD APPROVAL N rr>flo 'D
<br />RAWN __G,,!!QEHL M.S.C. - ~- -'--""-71-J. 0#1___
<br />11(). lJTJ.L----- - TECHNICAL APPROVAL ---
<br />CHECKEDliM"'~ P u_______n___
<br />_________APPROVED-------- -------
<br />- - -- --
<br />-----
<br />-----
<br />
<br />CORRECTED LAT
<br />ERAL 1197 DESIGNATION
<br />
<br />REVISED ELEVATIONS MOSCA-SAND 0
<br />STA. 1'77"" UNESHWY.
<br />O. RE~OCATED ACCES, RAMP.
<br />
<br />ROAD CRO,SING,
<br />
<br />, L
<br />
<br />ALA
<br />
<br />SHEET I OF liEP. 23, 1983
<br />
<br />1298-538 - 497
<br />
|