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Smooth Transition. <br />`;�. <br />2,5 :1 (Slope \ Min. D/S Rip Ra <br />Inside�Notch� \ <br />�P` <br />463Z <br />1 <br />1 <br />Opening at <br />I \ \ \ Design Elevation <br />REF \T lo�gt O <br />\ Mir. D Rip RaT is \ \ \\ \ \ \\ .. --- •..... , . <br />\ 1 \ \ \ v \ 50, \ \ <br />1 <br />\ � Plant Willor -with \JuteyMattir�g <br />0 \ 30, <br />Min. U/S Rip Rap <br />o \ <br />\ \�O <br />I <br />1 11 1 1 o O OC <br />"op \ \\ \ c <br />I <br />I <br />/ <br />�II I \ \\ \ \ \ \ \ \ <br />I N111. U/S 'Rib Rapiv Limit of Kip Rap \ \ \ \ \ \ <br />4638 <br />4634 <br />4630 <br />4626 <br />4622 <br />4 <br />4638 <br />4634 <br />4630 <br />4626 <br />4622 <br />461 <br />U/S Notch Pion <br />Fxktlnn prnrip. <br />Bank Protection <br />'tail, Sheet C -3 <br />-1 +00 -0 +80 -0 +60 -0 +40 00\ 0 +20 <br />Launch Rip Rape <br />Augment Existing Rip Rap In Toe <br />U/S Notch Section A -A <br />Fvic +Inn rnnr4o <br />Launching Rip Rap on <br />river bank with Windrow <br />.. <br />• ® <br />Bank Pr <br />t Ion In <br />—� <br />����ilillll,l <br />IO <br />• • � <br />• % <br />%nl_lill'�'IGlliln � <br />NOT <br />� � <br />� 1 r <br />ii�i�i'i�` <br />Rip Rap— <br />Im�Ir�i�..;La <br />In RI <br />Pond /f <br />iill��i <br />Inch Stone T <br />Trench I <br />I ma- <br />tef It <br />with <br />1 �11�rl, <br />gIII <br />�l161- Z <br />Bank Protection <br />'tail, Sheet C -3 <br />-1 +00 -0 +80 -0 +60 -0 +40 00\ 0 +20 <br />Launch Rip Rape <br />Augment Existing Rip Rap In Toe <br />U/S Notch Section A -A <br />Fvic +Inn rnnr4o <br />Launching Rip Rap on <br />river bank with Windrow <br />6!> +20 -1 +00 <br />U/S <br />ank Protection <br />ail, Sheet C -3 <br />Existing Large Rip Rap <br />/er Bank and Toe to be <br />undisturbed and augmente <br />additional Rip Rap in voids <br />Z� : � r ir�rZZir�eg.�i =rIIsIl���.i•] <br />Notch Section B -B <br />Min, D/S Rip Rap <br />/ <br />Ile <br />R\��R <br />V <br />Smooth Transition / <br />Min. U/S Rip Rap <br />30' / <br />�^ • NLA •,'�'Ilir � r''�i <br />vW <br />/ <br />10:1 Slope <br />Roadway/ <br />Limit of Rip Rap <br />511 Slope <br />V, \ \\ \\ $fide Notch �/ <br />V, <br />01 1'lnnt lo0,0 th J to Nfattin g <br />V, \ / /✓ gyp+ / /// <br />V_ <br />/ <br />/ /// / ; ) / V/ - <br />/ / / / / /// REF Poir)A -2 / <br />/ <br />le <br />/ <br />15' <br />`I Poe ay <br />'15' Opening at <br />/ / / / / / / / / / ✓ Design Elevation <br />d <br />D/S Notch P[an <br />4638 <br />4634 <br />4630 <br />4626 <br />4622 <br />4618 <br />—Notch <br />Bank Pr <br />t Ion In <br />IO <br />• % <br />%nl_lill'�'IGlliln � <br />NOT <br />� � <br />��1� <br />Limit of <br />Rip Rap— <br />In RI <br />Pond /f <br />ILI <br />Inch Stone T <br />Trench I <br />I ma- <br />tef It <br />with <br />River <br />6!> +20 -1 +00 <br />U/S <br />ank Protection <br />ail, Sheet C -3 <br />Existing Large Rip Rap <br />/er Bank and Toe to be <br />undisturbed and augmente <br />additional Rip Rap in voids <br />Z� : � r ir�rZZir�eg.�i =rIIsIl���.i•] <br />Notch Section B -B <br />Min, D/S Rip Rap <br />/ <br />Ile <br />R\��R <br />V <br />Smooth Transition / <br />Min. U/S Rip Rap <br />30' / <br />�^ • NLA •,'�'Ilir � r''�i <br />vW <br />/ <br />10:1 Slope <br />Roadway/ <br />Limit of Rip Rap <br />511 Slope <br />V, \ \\ \\ $fide Notch �/ <br />V, <br />01 1'lnnt lo0,0 th J to Nfattin g <br />V, \ / /✓ gyp+ / /// <br />V_ <br />/ <br />/ /// / ; ) / V/ - <br />/ / / / / /// REF Poir)A -2 / <br />/ <br />le <br />/ <br />15' <br />`I Poe ay <br />'15' Opening at <br />/ / / / / / / / / / ✓ Design Elevation <br />d <br />D/S Notch P[an <br />4638 <br />4634 <br />4630 <br />4626 <br />4622 <br />4618 <br />-1+00 <br />4638 <br />4634 <br />4630 <br />4626 <br />4622 <br />4618 <br />-0 +80 <br />D/S <br />-u +bll -0 +40 -0 +20 0 +00 0 +20 +40 <br />g_ <br />Notch Section A -A <br />1110 L X; <br />MII10,10 <br />- fir-" •..:.:::.:�. -� • • - sl��_ <br />-Notch Bank Protection <br />See detail, Sheet C -3I <br />ch Bank Protection <br />detail, Sheet C -3 <br />-1+ -0+80 -0 +60 -0 +40 -0 +20 0 +00 0 +20 0 +40 <br />D/S Notch Section B -B <br />N t 0 <br />AL <br />Y H <br />u <br />m 0 <br />c v c w 0 <br />o < <br />� o u u 5 <br />CN O C A W <br />s <br />w <br />s <br />n <br />g ; <br />o � <br />v ! pp 0 <br />Z a0 U M <br />z <br />u <br />N <br />U <br />.a v <s <( <br />v/ <br />OQ o a o• o <br />p. Uj <br />Z� <br />M � N <br />W N w N m <br />Lys a = <br />8 " <br />f✓:� WNaH <br />.4 <br />Z==a ~¢ <br />4 $� <br />U N O f <br />OLu 0, <br />V1 <br />0 9 0 <br />Z <br />N ? p m v <br />D <br />0 1191 <br />o <br />' fth*ed <br />JUL 20 (/ <br />omww . Mss,.n d VI <br />,rte <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />1 inch = 20 ft. <br />Windrow Above Existing Grade if Necessary <br />4634 <br />4630 K I <br />UL 1 <br />No ch Bank P otection <br />Se detail, Skeet C -3 <br />4626 <br />4622 <br />O <br />4618 L -� <br />20 40 60 BO 100 120 140 <br />River Bank Profile CT�p <br />4638 <br />4634 ons <br />4630 <br />4626 <br />Weir ro• <br />4622 <br />4618 8p 100 120 140 <br />Weir Section CT�pI) <br />Permit #: -- 1 Gontlaental' ?: A-IV <br />Class: . Type -Seq.: 5-41 b o <br />From: •'fb:[,At r, —f <br />Doc. Name: 9tat1 Iq 1 �ou flcl deSS ✓ <br />Doc. Date (if no cWte stamp): <br />• % <br />%nl_lill'�'IGlliln � <br />, <br />� � <br />��1� <br />• 11�■ I <br />Inch Stone T <br />Trench I <br />I ma- <br />4638 <br />4634 <br />4630 <br />4626 <br />4622 <br />4618 <br />-0 +80 <br />D/S <br />-u +bll -0 +40 -0 +20 0 +00 0 +20 +40 <br />g_ <br />Notch Section A -A <br />1110 L X; <br />MII10,10 <br />- fir-" •..:.:::.:�. -� • • - sl��_ <br />-Notch Bank Protection <br />See detail, Sheet C -3I <br />ch Bank Protection <br />detail, Sheet C -3 <br />-1+ -0+80 -0 +60 -0 +40 -0 +20 0 +00 0 +20 0 +40 <br />D/S Notch Section B -B <br />N t 0 <br />AL <br />Y H <br />u <br />m 0 <br />c v c w 0 <br />o < <br />� o u u 5 <br />CN O C A W <br />s <br />w <br />s <br />n <br />g ; <br />o � <br />v ! pp 0 <br />Z a0 U M <br />z <br />u <br />N <br />U <br />.a v <s <( <br />v/ <br />OQ o a o• o <br />p. Uj <br />Z� <br />M � N <br />W N w N m <br />Lys a = <br />8 " <br />f✓:� WNaH <br />.4 <br />Z==a ~¢ <br />4 $� <br />U N O f <br />OLu 0, <br />V1 <br />0 9 0 <br />Z <br />N ? p m v <br />D <br />0 1191 <br />o <br />' fth*ed <br />JUL 20 (/ <br />omww . Mss,.n d VI <br />,rte <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />1 inch = 20 ft. <br />Windrow Above Existing Grade if Necessary <br />4634 <br />4630 K I <br />UL 1 <br />No ch Bank P otection <br />Se detail, Skeet C -3 <br />4626 <br />4622 <br />O <br />4618 L -� <br />20 40 60 BO 100 120 140 <br />River Bank Profile CT�p <br />4638 <br />4634 ons <br />4630 <br />4626 <br />Weir ro• <br />4622 <br />4618 8p 100 120 140 <br />Weir Section CT�pI) <br />Permit #: -- 1 Gontlaental' ?: A-IV <br />Class: . Type -Seq.: 5-41 b o <br />From: •'fb:[,At r, —f <br />Doc. Name: 9tat1 Iq 1 �ou flcl deSS ✓ <br />Doc. Date (if no cWte stamp): <br />-Notch Bank Protection <br />See detail, Sheet C -3I <br />ch Bank Protection <br />detail, Sheet C -3 <br />-1+ -0+80 -0 +60 -0 +40 -0 +20 0 +00 0 +20 0 +40 <br />D/S Notch Section B -B <br />N t 0 <br />AL <br />Y H <br />u <br />m 0 <br />c v c w 0 <br />o < <br />� o u u 5 <br />CN O C A W <br />s <br />w <br />s <br />n <br />g ; <br />o � <br />v ! pp 0 <br />Z a0 U M <br />z <br />u <br />N <br />U <br />.a v <s <( <br />v/ <br />OQ o a o• o <br />p. Uj <br />Z� <br />M � N <br />W N w N m <br />Lys a = <br />8 " <br />f✓:� WNaH <br />.4 <br />Z==a ~¢ <br />4 $� <br />U N O f <br />OLu 0, <br />V1 <br />0 9 0 <br />Z <br />N ? p m v <br />D <br />0 1191 <br />o <br />' fth*ed <br />JUL 20 (/ <br />omww . Mss,.n d VI <br />,rte <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />1 inch = 20 ft. <br />Windrow Above Existing Grade if Necessary <br />4634 <br />4630 K I <br />UL 1 <br />No ch Bank P otection <br />Se detail, Skeet C -3 <br />4626 <br />4622 <br />O <br />4618 L -� <br />20 40 60 BO 100 120 140 <br />River Bank Profile CT�p <br />4638 <br />4634 ons <br />4630 <br />4626 <br />Weir ro• <br />4622 <br />4618 8p 100 120 140 <br />Weir Section CT�pI) <br />Permit #: -- 1 Gontlaental' ?: A-IV <br />Class: . Type -Seq.: 5-41 b o <br />From: •'fb:[,At r, —f <br />Doc. Name: 9tat1 Iq 1 �ou flcl deSS ✓ <br />Doc. Date (if no cWte stamp): <br />N t 0 <br />AL <br />Y H <br />u <br />m 0 <br />c v c w 0 <br />o < <br />� o u u 5 <br />CN O C A W <br />s <br />w <br />s <br />n <br />g ; <br />o � <br />v ! pp 0 <br />Z a0 U M <br />z <br />u <br />N <br />U <br />.a v <s <( <br />v/ <br />OQ o a o• o <br />p. Uj <br />Z� <br />M � N <br />W N w N m <br />Lys a = <br />8 " <br />f✓:� WNaH <br />.4 <br />Z==a ~¢ <br />4 $� <br />U N O f <br />OLu 0, <br />V1 <br />0 9 0 <br />Z <br />N ? p m v <br />D <br />0 1191 <br />o <br />' fth*ed <br />JUL 20 (/ <br />omww . Mss,.n d VI <br />,rte <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />1 inch = 20 ft. <br />Windrow Above Existing Grade if Necessary <br />4634 <br />4630 K I <br />UL 1 <br />No ch Bank P otection <br />Se detail, Skeet C -3 <br />4626 <br />4622 <br />O <br />4618 L -� <br />20 40 60 BO 100 120 140 <br />River Bank Profile CT�p <br />4638 <br />4634 ons <br />4630 <br />4626 <br />Weir ro• <br />4622 <br />4618 8p 100 120 140 <br />Weir Section CT�pI) <br />Permit #: -- 1 Gontlaental' ?: A-IV <br />Class: . Type -Seq.: 5-41 b o <br />From: •'fb:[,At r, —f <br />Doc. Name: 9tat1 Iq 1 �ou flcl deSS ✓ <br />Doc. Date (if no cWte stamp): <br />Permit #: -- 1 Gontlaental' ?: A-IV <br />Class: . Type -Seq.: 5-41 b o <br />From: •'fb:[,At r, —f <br />Doc. Name: 9tat1 Iq 1 �ou flcl deSS ✓ <br />Doc. Date (if no cWte stamp): <br />