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\ <br />\ CHANNEL CHANG <br />r \ STA. I°M t00 TO 3 <br />-01 <br />lid � <br />1.. <br />9 0 � + -4. <br />0 1,\ <br />j_ N. SHEA <br />I' <br />0,0 t <br />i <br />STA. VJ'+00 <br />1-2411X74' C.P. REO'D. <br />ocuru IUTAPVC <br />NO. <br />I STA. I DESCRIPTION <br />9NlEi <br />ELEV. <br />22; <br />176+78 ITOP ABUT,S.W. COR. BRIDGE <br />2SRT. <br />975.49 <br />2.i ,(84+55 SPIKE IN P. POLE <br />1051 LT. <br />979.46 <br />24 <br />'t +95 SPIKE IN T. POLE <br />188' RT. <br />1011.00 <br />25 <br />20'QY65 SPIKE IN P. POLE <br />140'RT. <br />1014.15 <br />26 <br />2Q5,1-57 SPIKE IN P. POLE <br />124'LT. <br />11019.76 <br />31 <br />n! MORTAR RUBBLE MASONRY <br />a CATTLE WALK 8 STEPS REO'D <br />' >°30• STA.I'M'+20 TO IW+44 <br />v <br />SEE DETAIL. <br />STK. 38 2, P'- Z -*STK <br />°x STK. <br />P.I. 181+41.5 <br />P.I. STA. 181+41.5 <br />1 - 109° 2013011 <br />A - 70°39'30° <br />0 - 4- <br />T - 1015.4' <br />L - 1766.51 <br />E - 323.4' <br />R 1432.5' <br />S - 0.0401/FT. <br />��09 2p 30\ c <br />NELLIE SHEA <br />-a36 <br />,o <br />PT 168+92.6 <br />_F. P,7- <br />P.C. <br />iP.C. 202+58.7 <br />N�. <br />URBAN MILLER <br />N <br />REMOVE CONC BOX CULT 8 . 200 <br />CONC. BREAKER WALL <br />w <br />/6M� o' m 50 <br />_1 <br />2 <br />- \DS <br />100' o�' 0� IB°n <br />5p <br />6 3 i <br />'' �-= _ —_ 180 65 � � B M 2 1 <br />$0255(!0) /a•is <br />0� 45 _ <br />45' <br />� o <br />O <br />1 <br />\q3 0 <br />O <br />t1� d <br />01 ° RICHARD W. FARRELL <br />65 �- <br />B.M.2q -6 * REPLACE WITH 36°X30'C.P. <br />66 <br />IIRRAN MILLER <br />- /ROJELY <br />9NlEi <br />TOTAL <br />DIVI610N9.P.R. <br />NUM{ER <br />9MQl'6 <br />S0255(9) <br />a <br />$0255(!0) /a•is <br />0� 45 _ <br />45' <br />� o <br />O <br />1 <br />\q3 0 <br />O <br />t1� d <br />01 ° RICHARD W. FARRELL <br />65 �- <br />B.M.2q -6 * REPLACE WITH 36°X30'C.P. <br />66 <br />IIRRAN MILLER <br />