Dogtooth_Bend_Phase_6_(Len_Small)_07-07-2016.pdf

PDF 6 MB Posted Jul 8, 2016

Attached to: Grand Tower Phase 5 & Dogtooth Bend Phase 6 Federal contract opportunity
Solicitation number: W912P9-16-B-0012
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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Dogtooth Plans

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File	Type	Posted
B01_ABSTRACT_OF_BIDS.xls	XLS spreadsheet	Aug 19, 2016
clarification.pdf	PDF	Jul 26, 2016
w912p9-16-b-0012-01.pdf	PDF	Jul 25, 2016
Revised_35_31_25.pdf	PDF	Jul 25, 2016
FY_16_Grand_Tower_Phase_5_Plans_07-07-2016.pdf	PDF	Jul 8, 2016
16-B-0012_Grand_Tower.pdf	PDF	Jul 8, 2016
GT_DB_Adv_Specs.pdf	PDF	Jul 8, 2016

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G-001

A N

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U .S

A R

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JUNE 2016

Contract: W912P9-XX-X-XXXX of Engineers

US Army Corps

W912P9-16-B-0012Solicitation:

W P -X

G -0

.d g n

N o

REGULATING WORKSREGULATING WORKSREGULATING WORKS

FY 2016 - MISSISSIPPI RIVER MILES 40.0 - 20.0

MISSISSIPPI RIVER BASIN

R E

G U

L A

G W

O R

K S

(LEN SMALL)

DOGTOOTH BEND PHASE 6

(L E

N S

M A

L L

D O

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W P -1

-B -0

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

N O

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GENERAL

TITLESHT

G-001 COVER SHEET

G-002

G-003

INDEX AND GENERAL NOTES

CIVIL

C-101

C-102

C-103

C-104

INDEX OF DRAWINGSINDEX OF DRAWINGS

GENERAL SYMBOLS

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

EARTH

MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES

TYPICALTYP

STATIONSTA

NOT TO SCALENTS

NORTHINGN

MINIMUMMIN

MAXIMUMMAX

HEIGHTHT

EXISTINGEXIST

ELEVATIONEL

EASTINGE

DRAWINGDWG

CENTER LINEC/L

BOTTOMBOT

C-105

VERTICAL DATUM OF 1988

2. ALL ELEVATIONS ARE LISTED IN NORTH AMERICAN

ILLINOIS STATE PLANES, WEST ZONE, US FOOT

1. ALL HORIZONTAL COORIDINATES ARE LISTED IN NAD83

G -0

.d g n

W P -X

C-301 TYPICAL SECTIONS

GRADED STONE

GC-101

GC-102

W P -1

-B -0

D L

A M

T L

A U

T H P .E

G O

R D

O N P .E

V-101

SURVEY

R E

G U

L A

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K S

D O

G T

O O

T H B

E N

D P

P I

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-2

E X A

N D G

E N

E R

A L N

O T

E S

LOCATION AND VICINITY MAP

MEASURE A2 AND A4 HAUL ROAD PLAN

MEASURE A2 AND A4 DREDGING PLAN

MEASURE A2 NORTH LEVEE

MEASURE A3 SCOUR HOLE

MEASURE A4 NORTH LEVEE BLANKET

MEASURE A1 SOUTH LEVEE

MEASURE B4 KICKER DIKE PLAN AND PROFILE

MEASURE A1, A2, AND A4 ALIGNMENT LAYOUT

J U

N E

W A

L L

A C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

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C A

L E

P L

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A T

D A

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M A

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D E

S C

C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

G-003

P -X

A N

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U .S

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P S O

F E

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G -0

.d g n

VICINITY MAP

SCALE: NTS

LEGEND

PROJECT

LOCATION

DISTRICT BOUNDARIES

L/D

SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

I S S

O U

I RIVER

UIVR

MARK TWAIN

LAKE

B O

R B

S E

E U

MERA

. B

B L

LAKE

WAPPAPELLO

REND

LAKE

BIG

U D

OHIO

VER

K A

S K

A S

K I

CARLYLE

LAKE

SHELBYVILLE

VER

I L L I

N O I S

M I S S I S S I P P I

R I

S T

RIVE

M I S S

I S

SIPPI

R I

V E

PROJECT LOCATION MAP

SCALE 1" = 600'

0 300 600

MEASURE A4 NORTH LEVEE STONE BLANKET PLAN

MEASURE A2 NORTH LEVEE REVETMENT PLAN

MEASURE A3 SCOUR REVETMENT PLAN

MEASURE A1 SOUTH LEVEE PLAN

MEASURE B4 KICKER DIKE PLAN

W P -1

-B -0

D .G

O R

D O

N P .E

W A

L L

A C

T L

A U

T H P .E

D L

Y A

N D L

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

P R

E L

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

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A P

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

P R

E L

R Y

STA

R = 100.00' L = 36.44'

E = 2526891.82

N = 159304.31

STA = 5+28.52

R = 1

.00

L =

2.0 7'

E =

0.4

.85STA =

7+ .98

R = 180.00'

L = 278.15'

E = 2527635.74

N = 159568.21

STA = 13+24.28

T A

0+00

20+00

25+31 25+31

1+00

2+00

3+00

4+00

14+00

15+00

16+00

17+00

18+00

19+00

21+00

22+00

23+00

24+00

25+00

E = 2526508.41

N = 158959.78

POB 0+00.00

E = 2526774.12

N = 159258.31

PC 3+99.65

E = 2526826.43

N = 159289.29

PT 4+61.43

E = 2526873.86

N = 159300.19

PC 5+10.10

E = 2526907.13

N = 159314.56

PT 5+46.53

E = 2527026.99

N = 159394.84

PC 6+90.80

E = 2527056.03

N = 159408.15

PT 7+22.88

E = 2527466.60

N = 159521.51

PC 11+48.81

E = 2527686.74

N = 159400.32

PT 14+26.97

E = 2527899.92

N = 158698.49

PC 21+60.46

E = 2527961.57

N = 158567.56

PT 23+05.69

E = 2527968.62

N = 158556.93

PC 23+18.44

E = 2527979.03

N = 158536.45

PT 23+41.46

E = 2528045.03

N = 158358.46

POE 25+31.30

E = 2527589.54

N = 159604.78

E = 2527018.27

N = 159429.58

E = 2526414.72

N = 159078.35

E = 2527631.78

N = 159438.29 o

C -1

.d g n

0 100' 200'

SCALE 1" = 100'

14'

HAUL R

OAD W

IDTH

CONSTRUCTIO

N L

IMI

39'

FROM C

ENTERLIN

F L

O W

MRM 34

MISSISSIPPI RIVER

SHEET C-102

MEASURE A2 SEE

(L E

N S

M A

L L

W P -1

-B -0

G O

R D

O N P .E

T L

A U

T H P .E

D L

A M

W P -X

A N

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-2

S T L

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U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

GC-101

E= 2526302.11 N= 159266.58

E= 2527573.60 N= 159650.17

E= 2527613.99 N= 159535.21

LIMITS

TREE REMOVAL

GENERAL NOTES

TREE REMOVAL AREAS

1. CONTRACTOR SHALL ONLY REMOVE TREES IN DESIGNATED

M E

A S

U R

E A

N D A

A U

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O A

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W A

L L

A C

CONSTRUCTION ACCESS NORTH HAUL ROAD PLAN

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CONSTRUCTION ACCESS, PROPOSED DREDGING PLAN

0 160' 320'

CONSTRUCTION ACCESS, PROPOSED DREDGING PROFILE

C -1

.d g n

W P -X

SCALE 1" = 200'

FLOW

MRM 33

MISSISSIPPI RIVER

MEASURE A1 SOUTH LEVEE

MEASURE A2 NORTH LEVEE

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

P -1

-B -0

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

P I

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-2

D L

A M

T L

A U

T H P .E

G O

R D

O N P .E

(L E

N S

M A

L L

GC-102

E= 2528010.57

N= 154371.01

E= 2528162.94

N= 154427.15

E= 2527692.36

N= 155234.73

E= 2528266.82

N= 155446.33

E= 2528348.25

N= 156753.67

E= 2528034.74

N= 158156.62

E= 2528292.25

N= 158244.17

E= 2528290.99

N= 158305.80

DISPOSAL AREA

SECONDARY

J U

N E

A S

U R

E A

N D A

R E

D G

G P

L A

W A

L L

A C

PRIMARY DISPOSAL AREA

0+00

10+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

0 1

E = 2528634.85

N = 156693.74

E = 2528975.94

N = 156752.82

E = 2529147.37

N = 155724.94

E = 2528810.13

N = 155667.35

E = 2528633.86

N = 154394.49

E = 2528858.45

N = 154477.23

E = 2528984.60

N = 154139.54

E = 2528758.32

N = 154056.66

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

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C O

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

P R

E L

R Y

320320

0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 47+00

E L E

V A

E L E

V A

STA 15+48 TO STA 23+75

STA 29+89 TO STA 31+77

STA 34+65 TO STA 36+98

EQUIVELENT TO LWRP14

EQUIVALENT TO -5.0 ON PRICE LANDING GAGE

EQUIVALENT TO -0.3 ON COMMERCE GAGE

MAXIMUM ALLOWABLE DREDGING DEPTH EL = 297.0

V-101

W P -X

A N

S I

S T L

O U

T R

R E

G U

L A

G W

O R

K S

S T L

O U

S O

U R I

U .S

A R

M Y C

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P S O

F E

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R S

V -1

.d g n

SCALE X" = 1'-0"

0 10' 20'

SCALE X" = 1'-0"

0 100' 200'

0 60' 120'

POE 6+04.88 158268.89 2528272.07

PI 5+26.54 158337.60 2528234.41

PI 3+37.72 158389.51 2528052.88

PI 1+23.53 158300.11 2527868.18

POB 0+00 158179.08 2527922.16

LABEL STATION NORTHING EASTING

POE 23+44.96 158079.12 2528226.31

PI 17+27.51 158647.48 2527985.05

POB 0+00 160299.29 2527479.25

LABEL STATION NORTHING EASTING

NORTH END LEVEE ALIGNMENT

MEASURE A2 ALIGNMENT MEASURE A1 ALIGNMENT

POE 3+30.57 153941.07 2528681.61

POB 0+00 154097.84 2528390.58

LABEL STATION NORTHING EASTING

W P -1

-B -0

G O

R D

O N P .E

T L

A U

T H P .E

D L

N S

M A

L L

D O

G T

O O

T H B

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-2

N E

W A

L L

A C

M E

A S

U R

E A

A N

D A

N M

E N

T L

A Y

O U

6+00 6+05

6+05

S O

A T

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E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R

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C A

L E

P L

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A T

D A

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

P R

E L

R Y

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

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D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

FROM 4' TO 3' AT EL = 328.0

STONE THICKNESS CHANGES

E = 2528654.75

N = 154025.28

E = 2528709.33

N = 154078.68

E = 2528465.13

N = 153974.01

E = 2528459.73

N = 153996.76

E = 2528419.79

N = 154012.56

E = 2528395.68

N = 154105.10

E = 2528379.04

N = 154116.36

E = 2528356.95

N = 154118.39

E = 2528321.76

N = 154160.77

E = 2528305.33

N = 154200.26

E = 2528446.89

N = 154181.09

0 3

E = 2528421.50

N = 154144.83E = 2528386.08

N = 154137.57

E = 2528356.95

N = 154147.34

-40-60-80-100-120-140-160-180-200

'-0

319.00

140.00 L

EXISTING GRADE

SLOPE = 1.5:1V

STA 0+10 TO 2+54

300.00

VARIES

319.00

VARIES

C-101

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

MEASURE A1 - SOUTH END LEVEE PLAN

0 20' 40'

SCALE 1" = 50'-0"A1

0 20' 40'

MEASURE A1 - CROSS SECTION

SCALE 1" = 20'

A S

U R

E A

O U

T H L

E V

E E

W P -X

C -1

.d g n

N O

50' O

FFS

ET (T

YPIC

AL)

C O

N S

T R

U C

N L

T O

N E B

L A

N K

E T L

W P -1

-B -0

D L

A M

T L

A U

T H P .E

G O

R D

O N P .E

REMOVAL

LIMITS OF TREE

36"

STONE B

LANKET LI

MIT

GENERAL NOTES

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

P I

E R M

-2

TREE REMOVAL AREAS

3. CONTRACTOR SHALL ONLY REMOVE TREES IN DESIGNATED

2. LiDAR SURVEY COLLECTED FEBRUARY 18, 2016

AND FEBRUARY 17, 2016

1. MULTIBEAM SURVEY COLLECTED JANUARY 07, 2016

J U

N E

W A

L L

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

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D B

P L

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P L

O T D

A T

D A

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M A

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D E

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C O

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C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

0 20 40 60 80 100 120 140 160

305.00

100.00 R

341.93

26.14 R

EXISTING GRADE

SLOPE = 1.5H:1V

SLOPE = 2H:1V

FROM 4' TO 3' AT EL = 328.0

STONE THICKNESS CHANGES

305.00

VARIES

'-0

STA 0+00 TO STA 6+05

SHEET C-104 FOR DETAILS

MEASURE A4 SEE

6+00 6+05

6+05

E = 2528034.41

N = 158186.46

E = 2527962.83

N = 158185.04

E = 2527943.38

N = 158197.53

E = 2527923.69

N = 158246.76

E = 2527944.37

N = 158304.26

E = 2527990.48

N = 158326.36

C-102

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

0 20' 40'

MEASURE A2 - NORTH LEVEE REVETMENT PLAN

A1 0 20' 40'

A4 SCALE 1" = 20'

A S

U R

E A

O R

T H L

E V

E E

MEASURE A2 - TYPICAL CROSS SECTION

C -1

.d g n

W P -X

N S

T R

U C

O N L

S O

F S

T O

N E B

L A

N K

E T

W P -1

-B -0

D L

A M

T L

A U

T H P .E

G O

R D

O N P .E

GENERAL NOTES

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

P I

E R M

-2

TREE REMOVAL AREAS

3. CONTRACTOR SHALL ONLY REMOVE TREES IN DESIGNATED

2. LiDAR SURVEY COLLECTED FEBRUARY 18, 2016

AND FEBRUARY 17, 2016

1. MULTIBEAM SURVEY COLLECTED JANUAEY 07, 2016

J U

N E

W A

L L

A C

' O

SET

YPI

CAL)

TREE REMOVAL LIMITS

E = 2527783.93

N = 156619.01

AND REVETMENT

UPPER LIMIT OF STONE BLANKET

E = 2527779.60

N = 156402.90

AND REVETMENT

LOWER LIMIT OF STONE BLANKET

E = 2527648.56

N = 156689.51 E = 2527578.98

N = 156667.38

E = 2527542.44

N = 156704.92

E = 2527579.77

N = 156735.58 E = 2527797.34

N = 156759.11

E = 2527802.34

N = 156698.89

E = 2527778.23

N = 156687.93

E = 2527605.86

N = 156449.24

E = 2527626.42

N = 156355.98

E = 2527841.43

N = 156320.20

E = 2527859.11

N = 156421.05

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C-103

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

0 30' 60'SCALE 1" = 30'-0"

C-301

C -3

LIMITS OF SURVEY INFORMATION

P I

E R F

C -1

.d g n

W P -X

W P -1

-B -0

D L

A M

T L

A U

T H P .E

W A

L L

A C

E P .E

G O

R D

O N P .E

CONSTRUCTION LIMITS

TREE REMOVAL LIMITS

GENERAL NOTES

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

P I

E R M

-2

TREE REMOVAL AREAS

3. CONTRACTOR SHALL ONLY REMOVE TREES IN DESIGNATED

2. LiDAR SURVEY COLLECTED FEBRUARY 18, 2016

AND FEBRUARY 17, 2016

1. MULTIBEAM SURVEY COLLECTED JANUAEY 07, 2016

M E

A S

U R

E A

C O

U R H

O L E

J U

N E

MEASURE A3, SCOUR HOLE PLAN

0 20 40 60 80 100

- 310

0 20 40 50-20-40-60-80-100-120-140-150

0-20-40-60-80-100-120-140-150

330.00

VARIES 330.00

VARIES

SLOPE = 1.5H:1V

" 3

'-0

FOR STONE LIMITS

SEE PLAN VIEW FOR STONE LIMITS

SEE PLAN VIEWFOR STONE LIMITS

SEE PLAN VIEW

VARIES

0.00

SEE MEASURE A2

FOR DETAILS

STA 150+00 TO STA 2+00STA 0+00 TO STA 1+50 STA 2+00 TO STA 5+50

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

P R

E L

R Y

E = 2528003.98

N = 158300.98

E = 2528208.45

N = 158357.51

E = 2528241.32

N = 158293.16

E = 2528242.08

N = 158263.88

E = 2528225.88

N = 158246.77

E = 2527833.37

N = 158654.02

32532

330330

335335 335335

340340340

340 340

C-104

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

0 20' 40'

SCALE 1" = 20'

0 20' 40'

MEASURE A4 NORTH LEVEE STONE BLANKET PLAN

0 20' 40'

SCALE 1" = 20'

MEASURE A4 TYPICAL SECTION

0 20' 40'

SCALE 1" = 20'A4

MEASURE A4 TYPICAL SECTIONMEASURE A4 TYPICAL SECTION

C -1

.d g n

W P -X

SHEET C-102 FOR DETAILS

MEASURE A2 SEE

W P -1

-B -0

D L

A M

T L

A U

T H P .E

G O

R D

O N P .E

GENERAL NOTES

DESIGNATED TREE REMOVAL AREAS

3. CONTRACTOR SHALL ONLY REMOVE TREES IN

2. LiDAR SURVEY COLLECTED FEBRUARY 18, 2016

AND FEBRUARY 18, 2016

1. MULTIBEAM SURVEY COLLECTED JANUAEY 07, 2016

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

P I

E R M

-2

M E

A S

U R

E A

O R

T H L

E V

E E B

L A

N K

E T

J U

N E

W A

L L

A C

C O

N S

T R

U C

N L

50' OFFSET (TYPICAL)

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

330330

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

E L E

V A

STATION

C-105

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

MEASURE B4, KICKER DIKE PLAN

0 40' 80'

SCALE 1" = 40'-0"

MEASURE B4, KICKER DIKE PROFILE

0 40' 80'

SCALE 1" = 40'-0"

A -STONE

ELE = 318.0

C -1

.d g n

W P -X

C-301

LAYOUT NOTES

SLOPE = 1.5H:1V

A S

U R

E B

K E

R D

SURVEY NOTES

NORTHINGSTATIONLABEL EASTING ELEVATION

0+00.00 154525.16 2528102.43 318.0

154573.48 318.0

154620.52 318.0

154668.97 318.0

154713.47 318.0

154757.60 318.0

154804.70 318.0

154851.39 318.0

154899.37 318.0

154944.83 318.0

154992.22 318.0

155038.18 318.0

155084.58 318.0

155131.04 318.0

155177.97 318.0

0+50.00

1+00.00

1+50.00

2+00.00

2+50.00

3+00.00

3+50.00

4+00.00

4+50.00

5+00.00

5+50.00

6+00.00

6+50.00

7+00.00

7+50.00

8+00.00

8+22.25

2528089.54

2528073.22

2528060.90

2528041.54

2528019.82

2528004.45

2528014.23

2528031.40

2528052.40

2528068.54

2528088.26

2528106.91

2529125.36

2528162.72

155223.81 2528162.72 318.0

155270.17 2528181.43 318.0

155290.15 2528191.39 318.0

POB

POE

E: 2528191.39

N: 155290.15

STA: 8+22.25

POE

W P -1

-B -0

D L

A M

T L

A U

T H P .E

W A

L L

A C

E P .E

G O

R D

O N P .E

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

P I

E R M

-2

P L

A N A

N D P

R O

2. LiDAR SURVEY COLLECTED FEBRUARY 18, 2016

AND FEBRUARY 17, 2016

1. MULTIBEAM SURVEY COLLECTED JANUAEY 07, 2016

J U

N E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

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 26

GRADED C-STONE

REF SECTION 35 31 26

GRADED C-STONE

P -1

-B -0

C-301

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G O

R D

O N P .E

D L

A M

1.5

TYPICAL DIKE SECTION

SCALE: NTS

EXISTING GRADE

1.5

DIKE DESIGN LENGTH

TYPICAL DIKE PROFILE

SCALE: NTS

SLOPE VARIES

TYPICAL REVETMENT SECTION - STONE BLANKET

SCALE: NTS

SLOPE VARIES

HIGH BANK

1.5

TYPICAL REVETMENT SECTION - CAVING BANK

SCALE: NTS

EXISTING GRADE

A L S

E C

N E

J .W

A L L

A C

P I

E R M

R E

G U

L A

G W

O R

K S

D O

G T

O O

T H B

E N

D P

20' MIN

-3

.d g n

T L

A U

T H

COVER SHEET

INDEX AND GENERAL NOTES

VICINITY AND LOCATION MAP

Measure A2 and A4 Haul Road Plan

Measure A2 and A4 Dredging Plan

Measure A1, A2, and A4 Alignmet Layout

Measure A1 South Levee

Measure A2 North Levee

Measure A3 Scour Hole

Measure A4 North Levee Blanket

Measure B4 Kicker Dike Plan and Profile

Typical Sections

File details come from the government source that posted it. Updated Nov 14, 2017.