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 />
|