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/08 A j Q <br /> , <br /> /06 Refer to Sheet -4'14 for Neugebauer Rd. /06 <br /> Intersection� Oiler/ay Details <br /> 4 <br /> h <br /> 1 ' <br /> /04 `,. /04 <br /> V <br /> \ Fu// 3a era/evotiaa <br /> P /02 <br /> `~� o Transition <br /> v � <br /> /00 ; /00 <br /> o <br /> m 98 g b 98 <br /> BjEWNN/NG OF PROJECT <br /> 9s STAT/ON 8 *50 Finished ' Grade h <br /> 94 <br /> 92 <br /> U. S. G. S A4 r4lh! f/00.00' <br /> - _ - <br /> V <br /> EX1st/ 7g Profi/e &. 10,40+ ROD. Exisfirvy X-Orai/7 - <br /> G7oce "$0 X,;e6 L.F A/tel"olive Pipe <br /> 90 if 97.90F�t /7' c. s. P r .; � s 't, ;• 3 a;>. c�a. <br /> If 97.,20Lf 29' so <br /> Sta. 5 6 7 8 9 /O / 2 3 4 /5 6 7 8 9 20 <br /> Co. Exc. O O /5 /5 _ 6 /8_ 24__- /.2 <br /> Yds E�„b. 2 4 ----� /Z -� 44 50 Zo -- 14 -- -}--- 21 �----29 --� - /0 - � - - 14 �— <br /> 2 % Full Super&%vation <br /> � o <br /> ai <br /> ao <br /> /OZ <br /> o� <br /> rn <br /> rn v <br /> n F/wished f Grade <br /> /00 ° h <br /> Leve/ <br /> q <br /> ... tq <br /> + /.04 ° <br /> 0 <br /> 96 96 <br /> 60 <br /> 94 1 _ _ _ <br /> 2% Strpere%vat/an shall slope �Sta. 90 *64 R s5 D Existing .9 <br /> away from levee. X-Drain. Pace /,?"OX94 I-F. <br /> 02 Alternative Pipe (Type A). <br /> -93.50 Rt. /5' 92 <br /> if -93.20 Lt. /9' <br /> 1 ;OWNS BY <br /> NC)' UIANC4Di- <br /> DATx-� Sf - 2r _ 7 w <br /> TOTAL <br /> -_ _ ..,. ._. . _ - ._.. _ _._ 25 <br /> 30 <br /> 30 2 8 20 25 29 29 22 23 26 24 /6' i9 <br /> � •-. . .. .._.-.w.�,,. ... ...' ... . .,...._- .... ._,..._.............es. ..........,._,._...,...,........._»..............e„'-!' / T. 1 <br /> �a s�, �y S 654 Profile Scale ° _ _° _ <br /> ¢/s%¢ aP / y�ica,rf� z F. B. N0. oriz rttp�) 1110 = _ McDONALD ROAD S.�E-:> <br /> y�'�"% f` , Vertical I 2 <br /> __.... _. .._..__ ♦ ^v 111 <br /> - _ _ _ , �� x „ PROFILE <br />