A02_Red_Rock_Plans_4_Final_Plans.pdf

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US Army Corps

Solicitation: W912P9-18-B-0018

Contract: W912P9-XX-X-XXXX

REGULATING WORKS

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FY 2018 - MISSISSIPPI RIVER MILES 104 - 101

MISSISSIPPI RIVER BASIN

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RED ROCK LANDING PHASE 4

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JULY 2018

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GENERAL

INDEX OF DRAWINGS

TITLESHT

CIVIL

REVISION #

G-001 COVER SHEET

G-002

G-003

C-102

C-103

C-104

C-105

C-106

C-107

C-108

INDEX AND GENERAL NOTES

ESTIMATED QUANTITIES

STRUCTURE ESTIMATED TONS OF A-STONE

7,100

42,200

93,400

18,100

76,100

15,000

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

SCALE

EARTH

GRADED STONE A

CL CENTERLINE

GENERAL SYMBOLS ABBREVIATIONS GENERAL NOTESMATERIAL SYMBOLS

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DIKE 103.1 L PLAN AND PROFILE

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VICINITY MAP

C-101 DIKE 103.9 L PLAN AND PROFILE

DIKE 103.8 L PLAN AND PROFILE

DIKE 103.6 L PLAN AND PROFILE

DIKE 103.5 L PLAN AND PROFILE

DIKE 103.4L PLAN AND PROFILE

MRS 102.3 L PLAN AND PROFILE

C-301 TYPICAL SECTIONS

DIKE 103.9 L

DIKE 103.8 L

DIKE 103.6 L

DIKE 103.5 L

DIKE 103.4L

DIKE 103.2 L

DIKE 103.1 L

MRS 102.3 L

AND RECYCLE STONE

ESTIMATED TONS OF REMOVE

16,900

1,800

1,700

11,200

107,300 400

POE POINT OF ENDING

POB POINT OF BEGINING

O/S OFFSET FROM STATIONING

NTS NOT TO SCALE

STA STATION

ELEV ELEVATION

E EASTING

N NORTHING

OR (REMOVED)

NET TONS ADDED

7,100

25,300

93,400

16,300

74,400

15,000

106,900

(11,200)

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2. ALL ELEVATIONS ARE LISTED IN NORTH AMERICAN VERTICAL DATUM

EASTERN ZONE, US FOOT.

1. ALL HORIZONTAL COORDINATES ARE LISTED IN NAD83 MISSOURI STATE PLANES,

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CONSTRUCT NEW DIKE 103.9 L

ADD TRAIL DIKE 103.6 L

RESTORE EXISTING DIKE 103.6 L AND

TRAIL DIKE 103.5 L

RECYCLE STONE FROM EXISTING

ADD TRAIL DIKE 103.5 L. REMOVE AND

RESTORE EXISTING DIKE 103.5 L AND

EXISTING TRAIL DIKE 103.8 L

REMOVE AND RECYCLE STONE FROM

CONSTRUCT NEW TRAIL DIKE 103.8 L.

TRAIL DIKE 103.4 L

RECYCLE STONE FROM EXISTING

ADD TRAIL DIKE 103.4 L. REMOVE AND

RESTORE EXISTING DIKE 103.4 L AND

EXISTING TRAIL DIKE 103.2 L

REMOVE AND RECYCLE STONE FROM

CONSTRUCT NEW TRAIL DIKE 103.2 L.

STRUCTURE 102.3 L

CONSTRUCT MULTIPLE ROUNDPOINT

REMOVE AND RECYCLE STONE

DEGRADE SECTION OF EXISTING DIKE 103.1L.

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SCALE 1" = 20'

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B1

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SCALED 2 TIMES VERTICALLY

SCALE 1" = 20'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 4/12/2017.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.9 L PROFILE VIEW

F L

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A3

C-301

DIKE 103.9 L PLAN VIEW

IK

E

.9 L P

L A

N A

N D P

R O

F

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E = 1038488.53

N = 738461.43

STA = 0+96.34

PROPOSED EL = 355.0

E = 1038396.55

N = 738432.77

POB STA = 0+00.00

E = 1038646.06

N = 738510.51

POE STA = 2+61.34

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B1

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SCALED 2 TIMES VERTICALLY

SCALE 1" = 40'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.8 L PROFILE VIEW

FLOW

A3

DIKE 103.8 L PLAN VIEW

IK

E

.8 L P

L A

N A

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E = 1038960.95

N = 737889.45

STA = 1+02.57

E = 1039175.28

N = 737612.75

STA = 4+52.57

E = 1039007.96

N = 737980.61

POB STA = 0+00.00

E = 1039242.55

N = 737525.91

POE STA = 5+62.41

PROPOSED EL = 355.0

O/S = 11.0558 R

STA = 1+02.39

E = 1038951.21

N = 737894.67

O/S = 57.6593 R

STA = 0+81.06

E = 1038919.56

N = 737934.99

O/S = 102.4171 R

STA = 1+07.15

E = 1038882.79

N = 737823.11

O/S = 108.0498 R

STA = 2+58.62

E = 1038971.09

N = 737699.91

O/S = 127.8817 R

STA = 4+08.76

E = 1039047.35

N = 737569.07 O/S = 105.0404 R

STA = 4+84.50

E = 1039111.80

N = 737523.18

O/S = 74.0303 R

STA = 4+43.48

E = 1039111.19

N = 737574.60

REMOVE EXISTING DIKE 103.8 L TO EL = 322.0

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SCALED 2 TIMES VERTICALLY

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GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.6 L PROFILE VIEW

FLOW

A3

DIKE 103.6 L PLAN VIEW

P -1

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D

IK

E

.6 L P

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E = 1039677.43

N = 736918.83

STA = 5+89.80

E = 1039601.11

N = 737363.68

POB STA = 0+00.00

E = 1039450.48

N = 737248.21

TP STA = 1+89.80

E = 1039748.99

N = 736814.96

POE STA = 7+15.93

PROPOSED EL = 355.0

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SCALED 2 TIMES VERTICALLY

SCALE 1" = 20'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.5 L PROFILE VIEW

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O R

K S

R E

D R

O C

K L

A N

D

IN

G

M

IS

S

IS

S

IP

P I

R

IV

E R M

IL

E

S

DIKE 103.5 L PLAN VIEW

E = 1040108.57

N = 736258.50

STA = 0+50.76

E = 1040174.18

N = 736152.67

STA = 1+75.27

O/S = 59.4211 L

STA = 1+32.71

E = 1040202.26

N = 736220.15

O/S = 61.8527 L

STA = 1+97.02

E = 1040238.21

N = 736166.78

O/S = 248.7495 L

STA = 0+22.45

E = 1040319.21

N = 736123.19

E = 1040140.65

N = 736297.83

POB STA = 0+00.00

E = 1040215.94

N = 736085.32

POE STA = 2+54.52

PROPOSED EL = 355.0

REMOVE EXITING DIKE 103.5 L TO EL 330.0

J U

L Y

0 310

5 315

325325

335 335

340 340

340340

345 345

345345

350350

0+00

1+00

2+00

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

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D E

S

IG

N E

D B

Y

D E

S C

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IP

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2 3

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4 5

A

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M A

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D A

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F

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E N

U M

B E

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S

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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

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M A

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D E

S C

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T

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C O

N T

R A

C T N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

360360

360360

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

E L E

V A

T

IO

N

E L E

V A

T

IO

P

P R .d

0 40' 80'

B1

A1

SCALED 2 TIMES VERTICALLY

SCALE 1" = 40'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.4 L PROFILE VIEW

FLOW

P -1

-B -0

D

IK

E

.4 L P

L A

N A

N D P

R O

F

IL

E

C-105

A N

S I

D

:1

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

J W

A L L

A C

E

J W

A L L

A C

E

C .T

A B

B E

R T

D L

A M

M

F Y

R

E G

U L

A T

IN

G W

O R

K S

R E

D R

O C

K L

A N

D

IN

G

M

IS

S

IS

S

IP

P I

R

IV

E R M

IL

E

S

DIKE 103.4 L PLAN VIEW

E = 1040706.99

N = 735222.72

STA = 6+97.70

E = 1040573.84

N = 735850.84

POB STA = 00+-0.00

E = 1040491.08

N = 735615.22

TP STA = 2+49.74

E = 1040765.71

N = 735115.96

POE STA = 8+19.55

O/S = 67.6 L

STA = 3+15.60

E = 1040582.09

N = 735590.11

O/S = 86.1 L

STA = 4+97.73

E = 1040686.05

N = 735439.43

O/S = 105.5 L

STA = 5+42.26

E = 1040724.48

N = 735409.75

O/S = 112.5 L

STA = 6+23.26

E = 1040769.71

N = 735342.18

O/S = 82.5 L

STA = 6+64.27

E = 1040763.12

N = 735291.76

PROPOSED EL = 354.0

REMOVE EXISTING DIKE 103.4 L TO EL 344.0

J U

L Y

330 345

315 31

0 320

335 340

340345

315 315

320320 325 325

330330

335335

340340 345 345

345345 350 350

350350

0+00

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

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C K

D B

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D E

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IG

N E

D B

Y

D E

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R

IP

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D

2 3

C

4 5

A

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M A

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A P

P R

D A

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E N

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B E

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E

S U

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P L

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C A

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P L

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D A

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

360360

360360

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

E L E

V A

T

IO

N

E L E

V A

T

IO

P

P R .d

SCALE 1" = 60'

0 60' 120'

B1

A1

SCALED 5 TIMES VERTICALLY

SCALE 1" = 60'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.2 L PROFILE VIEW

FLOW

P -1

-B -0

D

IK

E

.2 L P

L A

N A

N D P

R O

F

IL

E

C-106

A N

S I

D

:1

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

J W

A L L

A C

E

J W

A L L

A C

E

C .T

A B

B E

R T

D L

A M

M

F Y

R

E G

U L

A T

IN

G W

O R

K S

R E

D R

O C

K L

A N

D

IN

G

M

IS

S

IS

S

IP

P I

R

IV

E R M

IL

E

S

DIKE 103.2 L PLAN VIEW

O/S = 34.7028 L

STA = 3+67.44

E = 1041314.95

N = 734052.89

O/S = 62.2324 L

STA = 4+15.49

E = 1041358.99

N = 734019.32

O/S = 59.8354 L

STA = 4+76.60

E = 1041380.53

N = 733962.08

E = 1041514.02

N = 733491.69

STA = 9+61.89

E = 1041224.55

N = 734373.96

POB STA = 00+-0.00

E = 1041178.18

N = 734287.84

TP STA = 0+97.81

E = 1041553.48

N = 733398.15

POE STA = 10+63.42

PROPOSED EL = 354.0

REMOVE EXISTING DIKE 103.2 L TO EL 348.0

J U

L Y

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

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M A

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D E

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IP

T

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N

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N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

350350

0+00 1+00 2+00 3+00 4+00 5+00

E L E

V A

T

IO

P

P R .d

0 40' 80'

B1

A1

SCALED 5 TIMES VERTICALLY

SCALE 1" = 40'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

DIKE 103.1 L PROFILE VIEW

FLOW

P -1

-B -0

8DIKE 103.1 L PLAN VIEW

E = 1041991.55

N = 732306.25

STA = 0+00.00 E = 1041969.33

N = 732234.55

STA = 0+75.06

O/S 66.2 R

STA = 00+0002

E = 1041937.00

N = 732330.32

O/S = 54.8 L

STA = 1+50.43

E = 1041999.11

N = 732146.34 O/S = 64.6 L

STA = 2+60.34

E = 1041975.84

N = 732038.47

O/S = 42.7 L

STA = 3+77.82

E = 1041919.96

N = 731932.82

O/S = 42.3 L

STA = 5+09.80

E = 1041880.35

N = 731806.93

E = 1041823.48

N = 731766.55

POE STA = 5+65.27

O/S = 15.7 R

STA = 4+65.63

E = 1041838.13

N = 731866.34

O/S = 32.6 R

STA = 3+15.75

E = 1041866.50

N = 732014.48

O/S = 37.1 R

STA = 2+24.34

E = 1041889.41

N = 732103.08

O/S = 47.1 R

STA = 1+18.86

E = 1041911.27

N = 732206.76

REMOVE TO EL 335.0

D

IK

E

.1 L P

L A

N A

N D P

R O

F

IL

E

C-107

A N

S I

D

:1

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

J W

A L L

A C

E

J W

A L L

A C

E

C .T

A B

B E

R T

D L

A M

M

F Y

R

E G

U L

A T

IN

G W

O R

K S

R E

D R

O C

K L

A N

D

IN

G

M

IS

S

IS

S

IP

P I

R

IV

E R M

IL

E

S

J U

L Y

345 350 345 350

340 345

350 345

350 350 350

345345345

350 350

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

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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F

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P L

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C A

L E

P L

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A T

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D A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

360360

360360

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

E L E

V A

T

IO

N

E L E

V A

T

IO

P

P R .d

0 40' 80'

B1

A1

SCALED 5 TIMES VERTICALLY

SCALE 1" = 40'

GENERAL SURVEY NOTES

HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.

1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM

F L

MRS 102.3 L PLAN VIEW

O/S = 36.5267 L

STA = 5+23.29

E = 1042811.54

N = 731387.77

O/S = 37.5 L

STA = 0+73.29

E = 1042368.11

N = 731311.15

O/S = 37.0 L

STA = 1+48.29

E = 1042442.01

N = 731323.92

O/S = 37.0 L

STA = 2+23.29

E = 1042515.92

N = 731336.69

O/S = 37.0 L

STA = 2+98.29

E = 1042589.82

N = 731349.46

O/S = 37.0 L

STA = 3+73.29

E = 1042663.73

N = 731362.23

O/S = 37.0 L

STA = 4+48.29

E = 1042737.63

N = 731375.00

O/S = 37.0 L

STA = 5+98.29

E = 1042885.44

N = 731400.54

O/S = 37.0 R

STA = 1+15.62

E = 1042422.75

N = 731244.48

O/S = 37.0 R

STA = 1+90.62

E = 1042496.66

N = 731257.25

O/S = 37.0 R

STA = 2+65.62

E = 1042570.56

N = 731270.02

O/S = 37.0 R

STA = 3+40.62

E = 1042644.47

N = 731282.79

O/S = 37.0 R

STA = 4+15.62

E = 1042718.37

N = 731295.56

O/S = 37.0 R

STA = 4+90.62

E = 1042792.28

N = 731308.33

O/S = 37.0 R

STA = 5+65.62

E = 1042866.18

N = 731321.10

E = 1042302.39

N = 731261.52

POB STA = 0+00.00

E = 1042953.81

N = 731375.60

POE STA = 6+61.33

MRS 102.3 L PROFILE VIEW

PROPOSED EL = 354.0

W P -1

-B -0

M R

S

.3 L P

L A

N A

N D P

R O

F

IL

E

C-108

A N

S I

D

:1

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

J

W A

L L

A C

E P .E

J

W A

L L

A C

E

C .T

A B

B E

R T

D L

A M

M

F Y

R

E G

U L

A T

IN

G W

O R

K S

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D R

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K L

A N

D

IN

G

M

IS

S

IS

S

IP

P I

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E R M

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E

S

J U

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L

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A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

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N E

D B

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D E

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M A

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P R

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D B

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P L

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C A

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P L

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IDENTIFICATION

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®of Engineers

US Army Corps

REF SECTION 35 31 25

GRADED A-STONE

DIKE DESIGN EL

REF SECTION 35 31 25

GRADED A-STONE

DIKE DESIGN EL

REF SECTION 35 31 25

GRADED A-STONE

EXISTING BANKLINE

ELEVATION WHICHEVER IS LOWER

HIGH BANK - OR REVETMENT DESIGN

REF SECTION 35 31 25

GRADED A-STONE

WHICHEVER IS LOWER

OR REVETMENT DESIGN ELEVATION,

REVETMENT LIMIT - TOP OF HIGH BANK

DESIGN ELEVATION, WHICHEVER IS LOWER

REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT

REVETMENT

ELEVATION. WHICHEVER IS LOWER.

TOP OF HIGH BANK, OR REVETMENT DESIGN

DIKE CENTERLINE

REF SECTION 35 31 25

GRADED A-STONE

P -1

-B -0

C-301

A N

S I

D

:1

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

J W

A L L

A C

E

D L

A M

M

1.5

A3

TYPICAL DIKE SECTION

SCALE: NTS

EXISTING GRADE

6'

1.5

10'

1.5

A1

TYPICAL WEIR SECTION

SCALE: NTS

CL

UPSTREAM DOWNSTREAM

1.5

DIKE DESIGN LENGTH

B3

TYPICAL DIKE PROFILE

SCALE: NTS

HIGH BANK

SLOPE VARIES

M

IN

C1

TYPICAL REVETMENT SECTION - STONE BLANKET

SCALE: NTS

SLOPE VARIES

HIGH BANK

1.5

3'

B1

TYPICAL REVETMENT SECTION - CAVING BANK

SCALE: NTS

F L

O W

C3

TYPICAL DIKE PLAN

SCALE: NTS

B A

N K

L

IN

E

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

P

IC

A L S

E C

T

IO

-3

T

Y P .d g n

J W

A L L

A C

E

F Y

R

E G

U L

A T

IN

G W

O R

K S

C .T

A B

B E

S

IS

S

IP

P I

R

IV

E R M

IL

E

S

R E

D R

O C

K L

A N

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IN

G

J U

L Y