MRLS_L246_CI503_Amendment_2.pdf

1V ON 3H

S E

C T

IO

N S

T Y

P

IC

A L

R E

P

IR

1V

ON

3H

N T

S

R

L

RIVERSIDELANDSIDE

SAND DRAIN

CI503

NOT TO SCALE

SCALE: NOT TO SCALE

SAND

Y

Y

INCHES

TOPSOIL

ROCK COVER

1' MIN

3'

REPAIR DETAIL

EXISTING SAND DRAIN

R .C

A U

T H

E N

G

B E

L L

E W

TOE DETAIL

SAND DRAIN

M R

L S

L

C I5

.D

G N

5 LB

100 LB

700 LB

WEIGHT

RIVERBANK EROSION

QUARRY RUN ROCK

NOT TO SCALE

O N

1H

1.

5H

TOP OF BANK

LANDSIDE

DAY OF SURVEY

WATER SURFACE

3'

BOTTOM EL. 607

EXISTING GRADE

APPROX.

EL. 623

LOCATION

SPOIL

ROCK

QUARRY RUN

ADJACENT SLOPE.

SETTLED BELOW

EXISTING FINISH GRADE

SAND DRAIN TOE DETAIL.

MAINTAIN ROCK TOE PER

D

P E

T R

E

G .B

E L

L E

W

DRAIN REPAIR IN 35 41 02.

PARAGRAPH EXISTING SAND

ADJACENT SLOPE PER

LEVEL FINISH GRADE WITH

0 - 15

30 - 50

PASSING

PERCENT

A P

P R

O X

X .X .X

A M

E N

D M

E

T

NOTE:

SETTLEMENT FILL MATERIAL AND PLACEMENT REQUIREMENTS.

FOR LOCATION AND NUMBER OF DRAINS TO BE REPAIRED. SEE SPECIFICATIONS FOR SAND DRAIN

AREA OF DISTURBANCE TO BE LIMITED TO THE AREA OF THE SETTLED DRAINS ONLY. SEE SHEET CI501

DRAIN SETTLEMENT IS APPROXIMATELY 2-5 FT WIDE FROM TOE TO CREST, SPACED ON 50 FT CENTERS.

STA. 165+00 TO STA. 175+0

TYPICAL CROSS SECTION

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

C

IT

Y

M

IS

S O

U R I

C O

R P

F

G

IN

E E

R S

U .S

A R

M Y

G

IN

E

D

IS

T R

IC

T

C A il e a m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

L

L E

V

H A

B

IL

IT

A T

IO

M

IS

S O

U R I R

IV

V

U

IT

K

M i s s i o n

P r o j e c t s c i v

E M

F l o o d s J u n e l o o d v e n t

C

L e v h a b I n d i v i d u a l v h a b s b y l e v e e

L g i n e e r i n g a d s i g n r a w i n g s

F E

B R

U A

Y