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- 1. <br />MA PO MEV 401/.07 <br />114C41 .4 <br />PONT STA • 3211.97 M ElEV • 552000 K • ,41.33 <br />$TA - ALL - -3.72 <br />M <br />M REV • 55113M K LLt{ • t] 100.1744 VC <br />4.0. • _1.35 100.00' VC 3 e H SS <br />9. 710 eSW H ist0 g S g SMO <br />103.00 VC d rn y <br />8 Z H N AI CRAM e <br />$ R G —alas t. .. 7i IMO <br />9300 - 9v10 1000 9000 <br />• <br />9490 0490 9990 wo <br />AMO 1490 9.90 suo <br />y µO 9440 " ---, .4•O <br />aE ,. <br />115 a6 � 6 06 .....,:12 0 a =� 3 <br />+00 35•50 .450 .400 3 37 +00 3 3.400 40+00 41+00 42+00 43+00 44+00 4.400 45+00 474 <br />PROFILE - STATION 34 +00 TO 47 +00 <br />00596 1 • 4R 14011120117441 14011120117441 r - 30' 1ERTrJ9 34 N9 <br />OMO�MANI RO(:1[ISCHOOL PROJECT 5PM <br />fFAP1110 � SODIUM BI NATE PRODUCTION FACILITY __ <br />40 9e 120 1 60 ; —\; OA ��0r FOR <br />erAlia, Inc. <br />MALI <br />CONSTRUCTION heelers Sidles Tenths ; � <br />4 Mil m <br />Wb - ~• <br />MASER u•iW <br />e MG MAIM 61KW 4m• in • �t • �•�� HPD PRODU PLAN AND - STATION T ACCESS ROAD 34+00 to 97+00 "Meet ""m 61 0 W 1R >R T API >ID • 13 [ 1# M i1111 =AO M MR. maE/Wm NAPERVILLE, IL. 60583 <br />OM9 MAIM 0191.2 MINIM 11 MA LLAT1 RS1a09S7PO 9441,4444O 4 KI <br />AL �•• 0.101 MOAT IA M R COLORADO 504 <br />p <br />.J. <br />00.K 111 <br />i <br />3 <br />1 <br />• <br />3 <br />- _ I <br />4 5074 <br />• <br />PLAN - STATION 34 +00 TO 47+00 <br />SCALE: 1 • 40 <br />CURVE NO. 7 <br />0 • =roar <br />S - 503.00 <br />I. • 251.21' <br />T • 144,42' <br />LC- ]77.31 <br />M STA • 441+00 <br />M ELEV • 0537.07 <br />POW A0. - - A <br />CO <br />0 <br />