Plan_Sheet_CS401.pdf

D 21+50

SPILLWAY

EXISTING EMERGENCY

ONLY, BRIDGE BY OTHERS

FOR ILLUSTRATIVE PURPOSES

PEDESTRIAN BRIDGE SHOWN

EXISTING DAM WALL

WALL EXTENSION FROM

CONCRETE RETAINING

LOW SPOT IN SHEET PILE RETAINING WALL

R-20 RIPRAP DRAINAGE WAY THROUGH

1.

2.

BASE OF ABUTMENTS

R-270 RIPRAP AROUND

PROTECTION

R-270 RIPRAP

RIPRAP

WITH R-20

LINE, LINED

FOLLOWS WALL

SWALE THAT

DRAINAGE

2' WIDE

2'

- CENTERLINE

"V" CHANNEL SWALE

1V:6H

1V:6H

1V:3H

1V:5.75H

1V:3.75H

.2 1°

6'6'

3.

4.

5.

6.

7.

8.

RIPRAP EDGE AT STA. WB 3+75.66EL. 944.15

BOT. WALL EL. 944.00

BOT. WALL EL. 944.50

EL. 945.50

BOT. WALL

CONTROL LINE "WB"

CONTROL LINE "D"

SJ101 & SJ301

ABUTMENT, SEE SHEETS

PEDESTRIAN BRIDGE

SL101,SL301

SK101, SK301

ABUTMENT, SEE SHEETS

PEDSTRIAN BRIDGE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

ID

Sheet

W B

W B

M

IN

N E

S O

T A R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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M L E

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C S -P

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A A

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A A

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CS401

NOTES:

V :3

H

V :3

H

A N

S I

D

A P

P L E

T O

N

M N

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

O

ID

N A

D

M N S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

KEY NOTES: KEY:

EASTING: 2084561.96

NORTHING: 1126458.47

(STA. D 21+46.28) = (STA. WB 4+00.21)

WEST CONTAINMENT EMBANKMENT C/L

EASTING: 2084550.88

NORTHING: 1126447.15

(STA. D 21+30.44)

EAST PEDESTRIAN BRIDGE ABUTMENT C/L

C A

A M

A R

S H L

A K

E D

A M

T S

U L L

Y

/2

/2

61V

:3 H

V :4

H

1V :3H

W E

S T B

A N

K A

B U

T M

E N

T

N

5'05' 2.5'

SCALE: 1''= 5'-0"

F L

O W

F L

O W

FLOW

S

L O P E

S

L O

P E

PLAN DETAIL

WEST EMBANKMENT ABUTMENTS

B3

CS106

M A

R S

H L

A K

E E

C O

S Y

S T

E M R

E S

T O

R A

T

IO

N

P H

A S

E P

L A

N D

E T

A

IL

1V:4H

AND SEED SURFACING

PATTERN DEPICTS TOPSOIL

AGGREGATE SURFACE COURSE

PATTERN DEPICTS

V :3

H

EL. 948.08

EASTING: 2084575.99

NORTHING: 1126442.09

CORNER C/L BOTTOM OF DITCH

EL. 947.86

EASTING: 2084578.42

NORTHING: 1126442.96

SPOUT LIP, C/L OF DITCH

EL. 948.15

EASTING: 2084579.50

NORTHING: 1126445.32

CORNER C/L BOTTOM OF DITCH

EL. 948.15

EASTING: 2084578.14

NORTHING: 1126446.79

CORNER C/L BOTTOM OF DITCH

EL. 948.57

EASTING: 2084593.78

NORTHING: 1126461.17

NORTH EAST BEGINING C/L BOTTOM OF DITCH

EL. 949.70

EASTING: 2084566.34

NORTHING: 1126441.67

SOUTH WEST BEGINING C/L BOTTOM OF DITCH

.4

V :8 .2

H

W E

S -1

-0

/0

/2

EMERGENCY SPILLWAY.

SL301 FOR ABUTMENTS ASSOCIATED WITH THE

ABUTMENTS ASSOCIATED WITH THE DAM, SK101 THRU

STRUCTURAL SHEETS SJ101 AND SJ301 FOR THE BRIDGE

DETAILS OF THE NOTCHING OF THE DAM OGEE, AND

2. SEE STRUCTURAL SHEETS SD101 THRU SD301 FOR

1. SEE SHEET CS204 FOR PROFILE AND SECTION DETAILS

A A

M D

R A

W

IN

G R

E V

IS

E D W

IT

H A

M E

N D

N O

/2

/2