W9127819B0004 Solicitation IFB - Drawings.PDF

CONSTRUCTION PLANS FOR

THIS FOLIO HAS BEEN REDUCED

TO ONE HALF THE ORIGINAL SCALE

R

BUILDING STRONG R

CADD CODE: CHC18001

JULY 2019

SOLICITATION NUMBER: W9127819B0004

HARRISON COUNTY, MISSISSIPPI

SHIP ISLAND PHASES 3 AND 4

ISLAND RESTORATION PLAN

MsCIP COMPREHENSIVE BARRIER

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Number:

Reference

Sheet

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US Army Corps of Engineers

Mobile District

B C D E F G H I

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A B C D E F G H I

TITLE OF DRAWINGS

SHEET

REF.

INDEX OF DRAWINGS

GI-001

GI-100 PROJECT MAP

CB-101

CB-102

CB-103

CB-104

CB-105

OVERALL SITE PLAN

CB-106

PHASE 4 PARTIAL SITE PLAN

PHASE 4 PARTIAL SITE PLAN

PHASE 4 PARTIAL SITE PLAN

CB-107

CONSTRUCTION ACCESS PLAN

CB-108

CB-109

CB-110

CB-111

SHIP ISLAND PASS BORROW AREA

PETIT BOIS MS BORROW AREA

CB-112

SHIP ISLAND BORROW AREA

CB-113

CB-114

CB-115

CB-116

SHIP ISLAND PASS BORROW AREA OBSTRUCTION MAP

PETIT BOIS MS BORROW AREA OBSTRUCTION MAP

SHIP ISLAND BORROW AREA OBSTRUCTION MAP

CB-301 TYPICAL SECTIONS OF PROPOSED BERM

CB-302 PHASE 3 CROSS SECTIONS OF PROPOSED BERM

CB-303 PHASE 3 CROSS SECTIONS OF PROPOSED BERM

CB-304 PHASE 4 CROSS SECTIONS OF PROPOSED BERM

CB-305 PHASE 4 CROSS SECTIONS OF PROPOSED BERM

CB-306 CROSS SECTIONS OF SHIP ISLAND PASS BORROW AREA

CB-307 CROSS SECTIONS OF SHIP ISLAND PASS BORROW AREA

CB-308 CROSS SECTIONS OF OCS EAST 2 BORROW AREA

CB-309 CROSS SECTIONS OF OCS EAST 2 BORROW AREA

CB-310 CROSS SECTIONS OF OCS EAST 2 BORROW AREA

CB-311 CROSS SECTIONS OF OCS EAST 2 BORROW AREA

CB-312 CROSS SECTIONS OF OCS EAST 2 BORROW AREA

CB-313 CROSS SECTIONS OF PETIT BOIS MS BORROW AREA

CB-314 CROSS SECTIONS OF PETIT BOIS MS BORROW AREA

CB-315 CROSS SECTIONS OF SHIP ISLAND BORROW AREA

CB-316 CROSS SECTIONS OF SHIP ISLAND BORROW AREA

CB-317 CROSS SECTIONS OF SHIP ISLAND BORROW AREA

PBP-OCS-EAST 2 BORROW AREA

PBP-OCS-EAST 2 BORROW AREA OBSTRUCTION MAP

CB-117

CB-118

CB-119

PHASE 4 PARTIAL FILL SAMPLING PLAN

PHASE 4 PARTIAL FILL SAMPLING PLAN

PHASE 4 PARTIAL FILL SAMPLING PLAN

PHASE 3 SITE PLAN

PHASE 3 FILL SAMPLING PLAN

ENVIRONMENTALLY SENSITIVE AREAS

CB-500 REQUIRED 30" LIFT DETAIL

CB-120

CB-121 PBP-OCS-EAST 3, 4 & 5 BORROW AREAS OBSTRUCTION MAP

PBP-OCS-EAST 3, 4 & 5 BORROW AREAS

CB-318 CROSS SECTIONS OF OCS EAST 3 BORROW AREA

CB-319 CROSS SECTIONS OF OCS EAST 4 BORROW AREA

CB-320 CROSS SECTIONS OF OCS EAST 5 BORROW AREA

2 MILES

APPROXIMATELY 25.7 MILES

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LOCALITY MAP

MISSISSIPPI

ALABAMA

G E

O R

G

IA

ROUGE

BATON

OCIXEMfoFLUG

TA

LL

A H

A

SS

EE

MOBILE

P A

S C

A G

O U

L A

NEW ORLEANS

FLORIDALOUISIANA

Waterway Tenn-Tom

LAKE

BOWIE R. 65

GU

LFPO

RT

PROJECT LOCATION

r e vi R l r a e

P f a e L r e vi R

R t

O a

Claiborne L&D r e v i

R e e h c o o h a t t a h C r e v i

R a l o c i h c a l a p p A

R a e

P r e v i

R e e h c t h w a t c o h

C

R w ol l eY

R r e a w k c a l

B ai b m a c s E

R o d i d r e

P l A

T

R e l i b o M y a h w

R t a

L&D Woodruff

Jim

L&D

Claiborne L&D

L&d Andrews William George r e v i

R e e h c o o h a t t a h C r e v i

R a l o c i h c a l a p p A

R a e

P r e v i

R e e h c t h w a t c o h

C

R w ol l eY

R r e a w k c a l

B ai b m a c s E

R o d i d r e

P l A

T

R e l i b o M y a h w r e vi R a l a h a l l a

T r e v i

R a l u o g a c s a P

SCALE 1"=8000'

8000' 8000 16000'

N

EAST

SHI

P

IS

LAND

AREA CLEARED TO ANCHOR/SPUD/LAY PIPELINE/STAGING AREA

PROJECT SITE

PHASE 3

AREA CLEARED TO ANCHOR/SPUD/LAY PIPELINE/STAGING AREA

GULF OF MEXICO

HORN ISLAND

N: 276,529.29

E: 1,007,149.69

E: 1,005,409.79

N: 276,449.31

E: 1,005,431.62

N: 280,800.38 N: 280,923.66

E: 1,010,738.56

N: 277,352.39

E: 1,010,000.94

MISSISSIPPI SOUND

PETIT BOIS ISLAND

DA10

PETIT BOIS PASS MISSISSIPPI BORROW AREA

DAUPHIN I

SLAND

ISLAND

WEST SHIP

PROJECT SITE

PHASE 4

TO NAVD 88 FEET (GEOID 2012A).

2. ALL ELEVATIONS SHOWN IN THIS PLAN SET ARE REFERENCED

FEET.

SYSTEM, MISSISSIPPI EAST ZONE, NAD83, IN U.S. SURVEY

1. COORDINATES ARE RELATIVE TO STATE PLANE COORDINATE

NOTES:

W

B

S H

IP

IS

L A

A S

D

M A

C R

H

SHIP ISLAND PASS BORROW AREA

OCS EAST 2 BORROW AREA

SHIP ISLAND BORROW AREA

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

G O

D S

OCS EAST 5 BORROW AREA

OCS EAST 3 BORROW AREA

OCS EAST 4 BORROW AREA

-2

-20

GULF OF MEXICO

OSPREY / EAGLE NESTING BUFFER

SLOPE 1V:20H

SLOPE 1V:12H

PHASE 3 CONSTRUCTION AREA

-1

-1

-15

-15

-15

-15

-15

-10

-10

-10

-1

-10

-1

-1

-10

-5 -5

-5

-5

-5

-5

-5 -5

-5

-5 -5

-5

-5

-5

BERM EL. = 6.5'

TOP OF PROPOSED

20+00

TOE OF PROPOSED BERM

(SEE CB-107 FOR COORDINATES)

500' NO VESSEL ZONE

A B

CD

E

F

G

M

HI

O

P

Q

R

X

W

Y Z

AA

J

K

L

MHW LINE = +1.22

N

T

BB

V

ISLAND

EAST SHIP

S

U

SURVEY ALIGNMENT

3.

3.

5+00

10+00

15+00

STA. 0+00.00

POB

STA. 20+35.83

PI

S T A . 4

.2

P I

ISLAND

WEST SHIP

S T

A . 6

.7

P I

S T

A . 8

.0

P I

S T

A . 1

.9

P I

S T

A . 1

.6

P I

S T

A . 2

.4

P I

S T

A . 2

.2

P O

E

MISSISSIPPI SOUND

.d g

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CB-101

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A N

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O V

E R

A L

L

H a r r is

M S

S

IT

A N

N

LEGEND

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

ALIGNMENT COORDINATES

OSPREY / EAGLE NESTING BUFFER

500' NO VESSEL ZONE

PT# NORTHING EASTING

0 1000' 2000'

ELEV.= 3.57' NAVD88 (GEOID 2012A)

E:940,454.22

N:258,673.42

SURVEY MON: 4756 F 2011

N:260000 N:260000

N:265000 N:265000

N:270000 N:270000

N:275000 N:275000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

PHASE 4 CONSTRUCTION AREA

PT# NORTHING EASTING

BERM COORDINATES

E

G O

D S

E Y

S H

IP

IS

L A

A S

D

M A

R C

H

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

PRIOR TO CONSTRUCTION.

4. SURVEY CONTROLS SHOWN WILL BE VERIFIED AND UPDATED BY THE GOVERNMENT

REPRESENTATIVE OF THE TIME PERIOD OF SURVEY.

LIDAR AND THE MAY 2017 SURVEY AROUND THE OUTER AREAS. CONTOURS ARE

SURVEY FROM PHASE 1 TAKEN JANUARY 2019 WITH 2018 POST HURRICANE MICHAEL

3. CONTOURS SHOWN WERE MADE BY COMBINING THE AFTER CONSTRUCTION

(GEOID 2012A).

2. ALL ELEVATIONS SHOWN IN THIS PLAN SET ARE REFERENCED TO NAVD 88 FEET

EAST ZONE, NAD83, IN U.S. SURVEY FEET.

1. COORDINATES ARE RELATIVE TO STATE PLANE COORDINATE SYSTEM, MISSISSIPPI

GENERAL NOTES:

947468.34259720.96BB

947533.72259553.25AA

948687.20260196.06Z

948743.92260024.98Y

956752.21262416.80X

956810.31262246.10W

959942.58263718.83V

960022.99263557.23U

961379.01264572.07T

962329.39264929.79S

968816.68269280.66R

968951.90269149.14Q

968995.23269016.69P

968765.26267651.53O

969585.22268467.16N

969624.39268498.24M

969661.10269127.48L

969334.53269636.84K

969373.78269667.84J

971260.82270397.47I

971553.24270029.58H

971667.84270270.68G

971982.27271121.64F

971622.43271520.80E

971799.09271797.94D

972176.72271796.45C

972086.94271847.60B

971872.65271969.68A

GULF OF MEXICO

BERM DOWN TO MHHW EL. = 1.22'

SLOPE 1V:12H FROM TOP OF PROPOSED

SLOPE 1V:20H

SLOPE 1V:20H

SLOPE 1V:12H

BERM DOWN TO MHW LINE EL. = 1.22'

SLOPE 1V:12H FROM TOP OF PROPOSED

LINE DOWN TO BERM TOE

SLOPE 1V:20H FROM MHW

-15

SEE NOTE 3

-14 -1

-13

-13

-13

-12

-11

-10

-1

-10

-5

-5

B

MISSISSIPPI SOUND

TOE OF PROPOSED BERM

(SEE CB-107 FOR COORDINATES)

500' NO VESSEL ZONE

(SEE CB-107 FOR COORDINATES)

OSPREY / EAGLE NESTING BUFFER

G

MN

O

L

H

I

C

D

A

E

J

K

R

Q

P

BERM EL. = 6.5'

TOP OF PROPOSED

BERM EL. = 4'

TOP OF PROPOSED

MHW LINE = +1.22

MHW LINE = 1.22'

BERM EL. = 3.5'

TOP OF PROPOSED

TOE OF PROPOSED BERM

EAST SHIP ISLAND

SURVEY ALIGNMENT

F

R

3.5

3.5

S T

A .2

P I

S T

A . 2

.8

P I

S T

A . 0

.0

P O

B

R150'

5 5

5 5

6.5

.d

H

C

J

G

IB

S O

N

CB-102

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R J

W

IT

T M

A N

N

H a r r is

M S

400'0 200'

OSPREY / EAGLE NESTING BUFFER

500' NO VESSEL ZONE

LEGEND

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING

ALIGNMENT COORDINATES

CB-102

CB-103

CB-104

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

N :267000

N :267000

N :268000

N :268000

N :269000

N :269000

N :270000

N :270000

N :271000

N :271000

N :272000

N :272000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

S

A N

P H

A S

E

M A

R C

H

E

G O

D S

E Y

S H

IP

IS

L A

A S

D

PT. NORTHING EASTING

BERM COORDINATES

968816.68269280.66R

968951.90269149.14Q

968995.23269016.69P

968765.26267651.53O

969585.22268467.16N

969624.39268498.24M

969661.10269127.48L

969334.53269636.84K

969373.78269667.84J

971260.82270397.47I

971553.24270029.58H

971667.84270270.68G

971982.27271121.64F

971622.43271520.80E

971799.09271797.94D

972176.72271796.45C

972086.94271847.60B

971872.65271969.68A

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

KEY MAP

CB-105

AND MONITORING REQUIREMENTS FOR THIS AREA.

4. REFERENCE SPECIFICATION SECTION 35 20 25 AND APPENDIX "E" FOR CONSTRUCTION

BE MODIFIED AS NECESSARY FOR CONSTRUCTION AT THE DISCRETION OF THE QAR.

3. THE TRANSITION WITH A RADIUS AS DEFINED BETWEEN POINTS "L" AND "N" CAN

2. SEE SHEET CB-301 FOR TYPICAL SECTIONS.

POINT "R" TILL IT INTERSECTS THE EXISTING 4' CONTOUR.

CONTRACTOR SHALL PROJECT THE LINE FROM POINT "Q" AND THROUGH POINT

1. BERM COORDINATES FOR POINT "R" ARE FOR ALIGNMENT PUPOSED ONLY. THE

NOTES:

-10

-10

-1

-5

-5

-5

-5

MISSISSIPPI SOUND

BERM EL. = 7'

TOP OF PROPOSED

T

V

U

1V:12H

BERM DOWN TO MHW LINE EL. = 1.22'

SLOPE 1V:12H FROM TOP OF PROPOSED

LINE DOWN TO BERM TOE

SLOPE 1V:20H FROM MHW

MHW LINE = +1.22

TOE OF PROPOSED BERM

SURVEY ALIGNMENT

GULF OF MEXICO

S T

A . 1

.9

P I

S

.d

400'0 200'

LEGEND

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING

ALIGNMENT COORDINATES

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

P A

R T

IA

L

S

A N

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-103

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

P H

A S

E

H a r r is

M S

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

S H

IP

IS

L A

A S

D

M A

R C

H

1. SEE CB-301 FOR TYPICAL SECTIONS.

NOTES:

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

PT. NORTHING EASTING

BERM COORDINATES

947468.34259720.96BB

947533.72259553.25AA

948687.20260196.06Z

948743.92260024.98Y

956752.21262416.80X

956810.31262246.10W

959942.58263718.83V

960022.99263557.23U

961379.01264572.07T

962329.39264929.79S

N:261000

N:261000

N:262000

N:262000

N:263000

N:263000

N:264000

N:264000

N:265000

N:265000

N:266000

N:266000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

CB-102

CB-103

CB-104

KEY MAP

CB-105

E

G O

D S

-15

-10

-10

GULF OF MEXICO

-5

-5

-5

-5

-5

-5

-5

-5

-5

LINE DOWN TO BERM TOE

SLOPE 1V:20H FROM MHW

MISSISSIPPI SOUND

X

W

BERM DOWN TO MHW LINE EL. = 1.22'

SLOPE 1V:12H FROM TOP OF PROPOSED

MHW LINE = +1.22

BERM EL. = 7'

TOP OF PROPOSED

SURVEY ALIGNMENT

TOE OF PROPOSED BERM

S T

A . 1

.6

P I

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

.d

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

P A

R T

IA

L

S

A N

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-104

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

P H

A S

E

H a r r is

M S

S H

IP

IS

L A

A S

D

1. SEE CB-301 FOR TYPICAL SECTIONS.

NOTES:

W

B

M A

R C

H

LEGEND

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING

ALIGNMENT COORDINATES

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

PT. NORTHING EASTING

BERM COORDINATES

947468.34259720.96BB

947533.72259553.25AA

948687.20260196.06Z

948743.92260024.98Y

956752.21262416.80X

956810.31262246.10W

959942.58263718.83V

960022.99263557.23U

961379.01264572.07T

962329.39264929.79S

N:259000

N:260000

N:260000

N:261000

N:261000

N:262000

N:263000

N:263000

N:264000

N:264000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

N:262000

CB-102

CB-103

CB-104

KEY MAP

CB-105

LEGEND

E

G O

D S

-5

Y

Z

BB

AA

BERM DOWN TO MHW LINE EL. = 1.22'

SLOPE 1V:12H FROM TOP OF PROPOSED

1V:100H

1V:12H

SURVEY ALIGNMENT

MHW LINE = +1.22

BERM EL. = 7'

TOP OF PROPOSED

LINE DOWN TO BERM TOE

SLOPE 1V:20H FROM MHW

TOE OF PROPOSED BERM

S T

A . 2

.4

P I

5 5

.d

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING

ALIGNMENT COORDINATES

P A

R T

IA

L

S

A N

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-105

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

P H

A S

E

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

LEGEND

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

400'0 200'

1. SEE CB-301 FOR TYPICAL SECTIONS.

NOTES:

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

PT. NORTHING EASTING

BERM COORDINATES

947468.34259720.96BB

947533.72259553.25AA

948687.20260196.06Z

948743.92260024.98Y

956752.21262416.80X

956810.31262246.10W

959942.58263718.83V

960022.99263557.23U

961379.01264572.07T

962329.39264929.79S

N:258000

N:258000

N:259000

N:259000

N:260000

N:260000

N:261000

N:261000

N:262000

N:262000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

CB-102

CB-103

CB-104

KEY MAP

CB-105

E

G O

D S

GULF OF MEXICO

-14

-13

-12

-1

-1

-10

SAMPLING TRANSECT (TYP.)

-5

-5 -5

-5

-3

-2 -2

S

MISSISSIPPI SOUND

S

TOE OF PROPOSED BERM

TOE OF PROPOSED BERM

EAST SHIP ISLAND

SURVEY ALIGNMENT

GUIDE LINES

BERM MIDPOINT SAMPLING

S

S

S

3.5

3.5

S T

A .2

P I

S T

A . 2

.8

P I

S T

A . 0

.0

P O

B

S

S

S

S

S

S S

S S

S

S

S

S S

5 5

.d

LEGEND

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-106

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

P H

A S

E

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

CB-109

CB-106

CB-107

CB-108

F

IL

L

S

A M

P L

IN

A N

M

F

IT

Z H

A R

R

IS

S SAMPLING LOCATION

PT. NORTHING EASTING

COORDINATES

SAMPLING ALIGNMENT

COORDINATES

SURVEY ALIGNMENT

N :267000

N :267000

N :268000

N :268000

N :269000

N :269000

N :270000

N :270000

N :271000

N :271000

N :272000

N :272000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

969071.09268327.115

971422.68270194.034

972168.73271843.193

969080.29268992.522

971083.72270612.381

35 20 25 (BEACH AND DUNE FILL) OF CONTRACT SPECIFICATIONS FOR DETAILS.

OF COMPLETED BERM ADJUST IN THE FIELD AS NECESSARY. SEE SECTION

BOTH EL 3.5’ AND EL 4.0’ BERMS ALONG TRANSECTS SPACED EVERY 400 FEET

1. IN-PLACE FILL SAMPLING TO BE CONDUCTED AT APPROXIMATE MIDPOINT OF

-10

-1

-5

-5

-5

-5

MISSISSIPPI SOUND

TOE OF PROPOSED BERM

SURVEY ALIGNMENT

SAMPLING TRANSECT (TYP.)

GUIDE LINE

BERM MIDPOINT SAMPLING

GULF OF MEXICO

S

S

S

S

S T

A .9

P I

S

S

S

S

.d

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

N:261000

N:261000

N:262000

N:262000

N:263000

N:263000

N:264000

N:264000

N:265000

N:265000

N:266000

N:266000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

CB-106

CB-107

CB-108

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-107

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

H a r r is

M S

S H

IP

IS

L A

A S

D

A P

R

IL

M

F

IT

Z H

A R

R

IS

P H

A S

R T

IA

L

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING PT. NORTHING EASTING

COORDINATES

SAMPLING ALIGNMENT

COORDINATES

SURVEY ALIGNMENT

LEGEND

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

S SAMPLING LOCATION

947304.49259560.4913

948715.56260110.5212

956781.26262331.4511

959982.78263638.0310

961424.62264495.299

962363.09264945.978

F

IL

L

S

A M

P L

A N

SPECIFICATIONS FOR DETAILS.

281+00. SEE SECTION 35 20 25 (BEACH AND DUNE FILL) OF CONTRACT

STARTING AT STA. 137+00 AND EXTENDING TO APPROXIMATELY STA.

BERM ALONG TRANSECTS SPACED EVERY 400 FEET OF COMPLETED BERM

-10

-10

GULF OF MEXICOGULF OF MEXICO

-5

-5

-5

-5

-5

-5

-5

-5

-5

GUIDE LINE

BERM MIDPOINT SAMPLING

MISSISSIPPI SOUND

SURVEY ALIGNMENT

SAMPLING TRANSECT (TYP.)

TOE OF PROPOSED BERM

S

S

S

S

S

S

S

S T

A .6

P I

S

S

S

S

S

S

S

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

.d

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

M A

T C

H L

IN

E T

O S

H E

E T C

B -1

N:259000

N:260000

N:260000

N:261000

N:261000

N:262000

N:263000

N:263000

N:264000

N:264000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

N:262000

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-108

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

P H

A S

R T

IA

L

H a r r is

M S

S H

IP

IS

L A

A S

D

A P

R

IL

M

F

IT

Z H

A R

R

IS

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING PT. NORTHING EASTING

COORDINATES

SAMPLING ALIGNMENT

COORDINATES

SURVEY ALIGNMENT

947304.49259560.4913

948715.56260110.5212

956781.26262331.4511

959982.78263638.0310

961424.62264495.299

962363.09264945.978

LEGEND

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

S SAMPLING LOCATION

CB-108

CB-107

CB-106

F

IL

L

S

A M

P L

A N

SPECIFICATIONS FOR DETAILS.

281+00. SEE SECTION 35 20 25 (BEACH AND DUNE FILL) OF CONTRACT

STARTING AT STA. 137+00 AND EXTENDING TO APPROXIMATELY STA.

BERM ALONG TRANSECTS SPACED EVERY 400 FEET OF COMPLETED BERM

TOE OF PROPOSED BERM

GULF OF MEXICO

-5

GUIDE LINE

BERM MIDPOINT SAMPLING

MISSISSIPPI SOUND

BB

AA

1V:100H

SURVEY ALIGNMENT

SAMPLING TRANSECT (TYP.)

5 5

S T

A .4

P I

S

S

S

S

S

S

S

S

S

S

S

S

S

.d

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

T C

H L

IN

E T

O S

H E

E T C

B -1

N:258000

N:258000

N:259000

N:259000

N:260000

N:260000

N:261000

N:261000

N:262000

N:262000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

CB-108

CB-107

CB-106LEGEND

5 MAJOR EXISTING CONTOURS

MINOR EXISTING CONTOURS

PROPOSED CONTOURS4

S SAMPLING LOCATION

400'0 200'

946250.89258751.62298+52.22

948832.48259757.91270+81.44

956901.02261979.62187+12.61

960148.63263305.01152+04.97

965576.35266542.5088+85.04

967785.90267980.6162+48.70

969278.41268951.3444+68.27

971183.50270463.7720+35.83

972191.23272232.690+00.00

POINT NORTHING EASTING PT. NORTHING EASTING

COORDINATES

SAMPLING ALIGNMENT

COORDINATES

SURVEY ALIGNMENT

947304.49259560.4913

948715.56260110.5212

956781.26262331.4511

959982.78263638.0310

961424.62264495.299

962363.09264945.978

F

IL

L

S

A M

P L

A N

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-109

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

P H

A S

R T

IA

L

H a r r is

M S

A P

R

IL

S H

IP

IS

L A

A S

D

M

F

IT

Z H

A R

R

IS

SPECIFICATIONS FOR DETAILS.

281+00. SEE SECTION 35 20 25 (BEACH AND DUNE FILL) OF CONTRACT

STARTING AT STA. 137+00 AND EXTENDING TO APPROXIMATELY STA.

BERM ALONG TRANSECTS SPACED EVERY 400 FEET OF COMPLETED BERM

-20

-2

-15

-15

-15

BERM EL. 3.5'

TOP OF PROPOSED

PHASE 3 AREA

BERM EL. 6.5'

TOP OF PROPOSED

-10

-1

-10

-1

-1

-5

-5

-5

-5

-5

-5

HISTORIC BIRD CLOSURE AREAS

SAV LIMITS

HISTORIC BIRD CLOSURE AREA

AA

BB

HH GG

II

JJ

CC

FF

N E S

TI

N G B

U

FF

E R

O S P R E Y /E

A G

LE

EE

DD

OO

PP

NN

MM

KK

500' NO VESSEL ZONE

LL

HISTORIC BIRD CLOSURE AREAS

TOE OF PROPOSED BERM

BERM EL. 4'

TOP OF PROPOSED

SAV LIMITS

ISLAND

EAST SHIP

GULF OF MEXICO

MISSISSIPPI SOUND

WEST SHIP ISLAND

A

B

C

D

E

F

G

H

I

J

PHASE 4

AREA

PROPOSED T

OP O

F B

ERM E

L. 7

TOE OF PROPOSED BERM

SEA

TURTL

E

NES

T R

ELOCATIO

N

ZONE

SEA T

URTLE

NEST R

ELOCATIO

N Z

ONE 1

.d g n

C H

C

J

G

IB

S O

N

CB-110

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R J

W

IT

T M

A N

N

H a r r is

M S

N

S E

N S

IT

E A

S E

N V

IR

O N

M E

N T

A L

L

0 2000'1000'

965270.04267359.88HH

965724.36267568.69GG

966884.50268913.56FF

968919.20270529.57EE

968608.23270921.11DD

966537.32269276.34CC

965411.94267980.57BB

965055.78267811.65AA

PT# NORTHING EASTING

COORDINATES

NO VESSEL ZONE

M A

R C

H

RELOCATION ZONES

SEA TURTLE NEST

COORDINATE TABLE FOR

PT. NORTHING EASTING

963930.01264916.65J

963918.01264938.58I

960330.00262947.00H

960319.24262969.61G

957030.14261600.29F

957022.07261624.00E

948958.55259377.74D

948950.67259401.50C

948326.89259131.52B

948317.81259154.81A

OSPREY/EAGLE BUFFER AREA

COORDINATE TABLE FOR

969826.90269408.27PP

969233.35268926.23OO

968762.17268335.89NN

267761.73 968119.49MM

967356.80267215.27LL

966978.34267033.58KK

966453.79266729.48JJ

965758.05267607.75II

268913.56 966884.50FF

968919.20270529.57EE

S H

IP

IS

L A

A S

D

PT. NORTHING EASTING

HISTORIC BIRD CLOSURE AREAS

SEA TURTLE NEST RELOCATION AREA

LEGEND

SAV LIMITS

OSPREY/EAGLE BUFFER AREA

500' NO VESSEL ZONE

N:260000 N:260000

N:265000 N:265000

N:270000 N:270000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

W

B

E

G O

D S

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

AREA DETAILS.

3. REFERENCE SHEET CB-500 FOR ARCHAEOLOGICAL MONITIORING

CONTRACTOR IN THE SOLITIATION PACKAGE.

2. THIS DRAWING WILL BE PROVIDED ELECTRONICALLY TO THE

OR CULTURALLY SIGNIFICANT SITES OR LOCATIONS.

1. THIS PLAN SHEET DOES NOT REPRESENT ANY ARCHAEOLOGICAL

-2

-2

-28

STATE AND FEDERAL WATERS BOUNDARY LINE

DISTURBANCE SUCH AS ANCHOR/SPUD/LAY PIPELINE

AREA CLEARED FOR MINIMUM GROUND

GULFPORT CHANNEL

-2

-3

0 -30

-30

-2

A C

C E

S S C

H A

N N

E L

A

N

P

IP

E L

R R

ID

O R

P

IP

E L

R R

ID

O R

P

IP

E L

IN

E

C

O R R

ID

O R

-1

-1

-10

-20

-18

-22

-22

-24

-26

-36

-38

S T

A . 2

.2

P O

E

SAV LIMITS

NATIONAL PARK SERVICE BOUNDARY

SAV LIMITS

AREA CLEARED TO ANCHOR/SPUD/LAY PIPELINE

E:96872.76

N:245432.21

CENTER COORDINATES

AVOIDANCE AREA 50 METER RADIUS

SUCH AS ANCHOR/SPUD/LAY PIPELINE

AREA CLEARED FOR MINIMUM GROUND DISTURBANCE

ACCESS CHANNELS CLEARED TO DEPTH OF -12 FT NAVD88

P

IP

E L

IN

E C

O R

R

ID

O R

A C

C E S S C

H A

N N

E L "B

PHASE 3 AREA

PHASE 4

AREA

BID ASSUMPTION ARCHAEOLOGICAL SURVEY AREA

SURVEY AREA

BID ASSUMPTION ARCHAEOLOGICAL

5+00 10+00

15+00

20+00

STA. 0+00.00

POB

STA. 20+35.83

PI

S T A . 4

.2

P I

S T

A . 6

.7

P I

S T

A . 8

.0

P I

S T

A . 1

.9

P I

S T

A . 1

.6

P I

S T

A . 2

.4

P I

ISLAND

WEST SHIP

ISLAND

EAST SHIP

SAV LIMITS

AREA CLEARED FOR MINIMUM GROUND DISTURBANCE SUCH AS ANCHOR/SPUD/LAY PIPELINE.

PIPELINE CORRIDOR CLEARED FOR MINIMUM GROUND DISTURBANCE

0 4000'2000'

C B .d g n

C H

C

J

G

IB

S O

N

CB-111

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R J

W

IT

T M

A N

N

H a r r is

M S

W

B

C E

A N

C O

N S

T R

U C

T

IO

N

S H

IP

IS

L A

A S

D

M A

R C

H

E

G O

D S

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

N:240000 N:240000

N:260000 N:260000

E :9

E :9

E :9

E :9

E :9

E :9

THE AREA NORTH OF THE NPS PIER

5. MINIMUM WATER DEPTH OF -12 MLLW SHALL BE REQUIRED FOR

PACKAGE.

ELECTRONICALLY TO THE CONTRACTOR IN THE SOLICITATION

AREA AND CORRIDORS, THIS DRAWING WILL BE PROVIDED

4. DUE TO THE IRREGULARLY SHAPED BOUNDARIES OF THE WORK

GEOPHYSICAL DATA CENTER, BOULDER, CO, 32 PP.

NOAA TECHNICAL MEMORANDUM NESDIS NGDC-9, NATIONAL

BILOXI, MISSISSIPPI: PROCEDURES, DATA SOURCES AND ANALYSIS,

AND D.C. SCHOOLCRAFT, 2008. DIGITAL ELEVATION MODEL OF

B.W. EAKINS, K.S. CARIGNAN, R.R. WARNKEN, T. SAZONOVA,

3. CONTOURS SHOWN HEREON WERE TAKEN FROM TAYLOR, L.A.,

HIGH WATER LINE.

50' FROM THE TOP OF EXCAVATED SLOPE TO EXISTING MEAN

2. ACCESS CHANNEL "A" SHALL HAVE A MINIMUM OFFSET OF

CONTRACTOR.

REPRESENTATIVE IN COORDINATION WITH THE NPS AND

SHALL BE FIELD-DETERMINED BY THE CONTRACTING OFFICER

1. THE FINAL LIMITS OF THE STAGING AND ACCESS AREAS

-3

-3

-3

-3

5+00

10+00

15+00

20+00

25+00

30+00

STA. 0+00.00

POB

STA. 31+04.23

POE

N: 260327.89

E: 935992.26

N: 257470.11

E: 934780.26

-3

-30

-30

-2

-2

C U

T D

E P

T H

B O

R R

O W A

R E

A

S H

IP

I S

L A

N D P

A S S

-26

-25

-25

-2

-20

-20

-20

-1

-15

-1

-10

-10

-5

-5

-4

WEST SHIP ISLAND

' X

' C

H A

N N

E L D

IM

E N

S

IO

N S

G U

L F P

O R

T B

A R

1V:5H (TYPICAL ALL SIDES)

A

B

C

D

.d g n

N

400'0 200'

B O

R R

W

E A

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-112

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

935258.40258979.27E

934689.26257636.87D

935002.44257606.97C

936092.50260176.86B

935666.53260357.55A

POINT NORTHING EASTING

BORROW AREA COORDINATES

-32' DREDGE DEPTH

-34' ALLOWABLE OVER DEPTH

1V:5H

1V:5H

VARIES

DREDGE TEMPLATE DETAIL

NOT TO SCALE

N:258000 N:258000

N:259000 N:259000

N:260000 N:260000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

S H

IP

IS

L A

B

EAST WEST

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

F

IT

Z H

A R

R

IS

ISLAND PASS BORROW AREA.

2. THERE ARE NO CURRENT VIBRACORE BORINGS WITHIN THE TEMPLATE OF THE SHIP

COMBINED WITH POST HURRICANE MICHAEL LIDAR FLOWN IN 2018.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN JANUARY 28, 2019

A .5

P O

E

-55

-55

-55

-55

-55

-55

N: 236,466.30

E: 1,131,753.82

N: 233,874.11

E: 1,133,640.03

32+05.81

PI

5+

+0

+0

+0

+0

+0

STA.

+0

0.

PO

B

BI-PBS-122-13

BI-PBS-379-13

BI-PBS-12-12

TOP SLOPE OF EXCAVATION

-5

-5

-5

-5

-5

-5

-50

-5

-5

-50

-5

-50

-5

-50

-50

-50

-50

-50

-5

-50

-50

-50

-50

-50

-5

-50

-50

-5

-50 -50

-50

1V:5H (TYP.)

ALL SLOPES

BI-PBS-16-12

BI-PBS-59-12

BI-PBS-378-13

B I-P

B S -1

-1

B I-P

B S -0 -1

BI-PBS-123-13

BI-PBS-124-13

N

BI-PBS-86-12

BI-PBS-17-12

BI-PBS-03-12

BI-PBS-19-12

BI-PBS-85-12

BI-PBS-02-12BI-PBS-14-12

BI-PBS-11-12

BI-PBS-10-12

BI-PBS-15-12

BI-PBS-13-12

BI-PBS-25-12

BI-PBS-120-13

BI-PBS-47-12

BI-PBS-50-12

BI-PBS-49-12

BI-PBS-380-13

BI-PBS-144-13

O

N: 231,346.79

E: 1,138,928.96

BI-PBS-48-12

CUT EL. -53'

OCS EAST 2A

CUT EL. -54'

OCS EAST 2B

CUT EL. -56'

OCS EAST 2C

CUT EL. -56.5'

OCS EAST 5B

B

C

G

H

I

J

D

K

L

M

A

P

.d g n

N

B O

R R

E A

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-113

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

XX-XXX-XX-XX

VIBRACORE LOCATION

600'0 300'

NORTHING EASTINGPT.

COORDINATE TABLE

BORROW AREA

1131580.06235812.58P

1133014.65233363.42O

1132985.53233333.19 N

1134988.35232285.07M

1135251.63232364.14L

1136156.11232192.39 K

1136503.41232257.11 J

1136983.58231926.82 I

1138609.21231141.46 H

1138820.47231756.76 G

1137448.12232577.05F

1137122.88232909.38E

1137367.28233340.30D

1134921.58234914.17 C

1134282.58234392.36B

1132321.06236579.28A

N:231000 N:231000

N:232500 N:232500

N:234000 N:234000

N:235500 N:235500

N:237000 N:237000

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

F

IT

Z H

A R

R

IS

P B

P

O C

S

E A

S T

3. SEE APPENDIX "A" FOR DRILLING LOGS AND LABORATORY DATA.

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA LIMITS SHOWN.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN FEBRUARY 16, 2019.

Q

D

N

F

-35

-34

G

K

L

1V:5H

ALL SLOPES

-3

-33-3

-3

-3

-3

-3

-3

-3

-30

-3

-30

-3

-3

-3

-3

-3

-30

-30

-3

-30

-30

-30

-30

-30

-30

-2

-2

-2

-2

TOP SLOPE OF EXCAVATION

TOP SLOPE OF EXCAVATION

BI-PBP-04-12

BI-PBP-14-12

BI-PBP-21-12

BI-PBP-20-12

BI-PBP-19-12

BI-PBP-01-12

BI-PBP-02-12

BI-PBP-22-12

BI

-P

BP-

-1

BI-PBP-05-12

BI-PBP-08-12

BI-PBP-06-12

BI-PBP-18-12

BI-PBP-03-12

BI-PBP-24-12

BI-PBP-09-12

1V:5H

ALL SLOPES

-26

-25

-2

-2

-2

-25

-25

-25

-2

-2

N: 252,462.89

E: 1,121,477.89

N: 249,084.08

E: 1,123,972.62

+0

0+

5+

+0

+0

+0

+0

+0

+0

+0

+0

-2

-23

B

A

C

E

H

I

J

O

BI-PBP-13-12

M

CUT EL. -45.5'

PBP-MS-A

CUT EL. -36'

PBP-MS-B

CUT EL. -37'

PBP-MS-C

CUT EL. -33.5'

PBP-MS-D

CUT EL. -31.5'

PBP-MS-E

.d g n

N

LEGEND

XX-XXX-XX-XX

VIBRACORE LOCATION

600'0 300'

NORTHING EASTINGPT.

COORDINATE TABLE

BORROW AREA

1122891.25251940.32Q

1122341.13251550.19 P

1122365.68251515.50 O

1122694.99251092.77N

1123062.44251346.09 M

1123631.32250918.73 L

1124421.36250492.19 K

1125108.34250190.58 J

1125501.43250529.80I

1125509.79251100.74 H

1125351.59251340.50G

1124311.96252910.53 F

1123893.01251918.69 E

1123558.37252361.32 D

1123024.86253009.00C

1122383.75252585.15B

1121855.72252236.05A

N:249000 N:249000

N:250500 N:250500

N:252000 N:252000

N:253500 N:253500

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

P E

S S

B O

R R

E A

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-114

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

P E

W

B

M

F

IT

Z H

A R

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

3. SEE APPENDIX "A" FOR DRILLING LOGS AND LABORATORY DATA.

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA LIMITS SHOWN.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN 04/26/14.

S T A . 6

.1

P O

E

D

S T A . 0

.0

P O

B

-3

-3

-3

-29

-29

-2

-2

-2

-2

-2

-2

-2

BI-SI-39-10

BI-SI-40-10

BI-SI-73-10

BI-SI-89-10

BI-SI-47-10

BI-SI-46-10

BI-SI-45-10

BI-SI-13-10

BI-SI-41-10

C U T

D

EP

TH

-3

6'

SH

IP

IS

LAN

D B

O R R

O W A

R

EA

C

1V:5H (TYPICAL ALL SIDES)

TOP OF SLOPE

.d g n

N

LEGEND

XX-XXX-XX-XX

VIBRACORE LOCATION

600'0 300'

972211.50257421.47D

971982.33258801.60C

966564.78255218.76B

967588.21254254.05A

COORDINATE TABLE

BORROW AREA

NORTHINGPT. EASTING

B O

R R

E A

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-115

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R M

F

IT

Z H

A R

R

IS

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

S H

IP

IS

L A

N D

W

B

CUT DEPTH -32'

ALLOWABLE OVER-DEPTH -34'

EXISTING BOTTOM

1V:5H (TYPICAL ALL SIDES)

TYPICAL DREDGE SECTION

NOT TO SCALE

N:255000 N:255000

N:256500 N:256500

N:258000 N:258000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

3. SEE APPENDIX "A" FOR DRILLING LOGS AND LABORATORY DATA.

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA LIMITS SHOWN.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN 10/14/10.

-6

-63

-6

-62

-62

-6 2-61

-61

-6

-60

-60

-59

-5

-59

-59

-59

CUT EL. -61.5'

OCS EAST 4A

-58

FF

GG

HH

-5

-57

-57 -

BI-PBS-28-12

1V:5H (TYP.)

ALL SLOPES

BI-PBS-23-12

-55

-55

-5

-55

-5

-5

-53

BI-PBS-106A-12

BI-PBS-59-12

BI-PBS-83-12

N: 231,445.51

E: 1,141,028.48

DD

CC

1V:5H (TYP.)

ALL SLOPES

BI-PBS-16-12

BI-PBS-02-12

BI-PBS-12-12

BI-PBS-03-12

BI-PBS-86-12

BI-PBS-17-12

BI-PBS-26-12

BI-PBS-105-12

B I-P

B S -19

-12

B I- P B S

B I- P B S

B I- P

B S

BI-PBS-06-12

BI-PBS-22-12

B I-

P B S

B I-

P B S 1-

BI-PBS-114-12

BI-PBS-27-12

B I- P B S

BI-PBS-30-12

1V:5H (TYP.)

ALL SLOPES

CUT EL. -56'

OCS EAST 2C

BB

EE

AA

CUT EL. -57.5'

OCS EAST 5A

C U T

E L

O C S

E

A S T

B

II

JJ

KK

LL

MM

NN

OO

PP

C U T

E L

O C S

E

A S T

QQ

RR

SS

TT

UU

VV

WW

XX

YY

CUT EL. -59'

OCS EAST 4B

+0

+0

+0

+0

+0

+0

+2

+2

+0

+0

+0

+0

+0

+0

+1

+1

N: 229,550.78

E: 1,143,981.17

N: 232,106.27

E: 1,143,619.17

N: 230,921.29

E: 1,141,273.50

N: 234,411.91

E: 1,141,837.75

N: 233,637.34

E: 1,139,095.13

R

Q

P

EXCAVATION

TOP SLOPE OF

EXCAVATION

TOP SLOPE OF

BASELINE

OCS EAST 5

EXCAVATION

TOP SLOPE OF

BASELINE

OCS EAST 3

BASELINE

OCS EAST 4

.d g n

N

LEGEND

XX-XXX-XX-XX

VIBRACORE LOCATION

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

R R

E A

S

C H

C

J

G

IB

S O

N

CB-116

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

W

B

B

P

O C

S

E A

S T

3. SEE APPENDIX "A" FOR DRILLING LOGS AND LABORATORY DATA.

LIMITS SHOWN.

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA

TAKEN APRIL 23, 24, & 26, 2014.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY

NOTES:

COORDINATE TABLE

BORROW AREA

NORTHINGPT.

1141659.89231068.03 YY

1143532.08230755.71XX

1143208.56230439.06WW

1143740.56229976.01 VV

1144036.37230151.53 UU

1143512.72230943.05TT

1142241.90231520.23SS

1142133.14231379.74RR

1141803.62231526.41 QQ

1141940.67232414.03PP

1142501.73231911.55 OO

1142799.99232102.95 NN

1142706.89232849.81MM

1142561.83233121.20 LL

1142094.96233511.44 KK

1141438.46233810.56 JJ

1141220.93233558.06II

1140289.35231243.49HH

1140487.46231441.18 GG

1140140.63231973.05 FF

1139627.13232745.46EE

1138978.64233247.99DD

1138623.66232826.48CC

1139057.08232482.43BB

1139776.46231720.59 AA

1131580.06235812.58Z

1133014.65233363.42Y

1132985.53233333.19 X

1134988.35232285.07W

1135251.63232364.14V

1136156.11232192.39 U

1136503.41232257.11 T

1136983.58231926.82 S

1138609.21231141.46 R

1138820.47231756.76 Q

1137448.12232577.05P

EASTING

N:229500 N:229500

N:231000 N:231000

N:232500 N:232500

N:234000 N:234000

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E

G O

D S

E Y

M

F

IT

Z H

A R

-3

-3

-3

-3

5+00

10+00

15+00

20+00

25+00

30+00

STA. 0+00.00

POB

STA. 31+04.23

POE

N: 260327.89

E: 935992.26

N: 257470.11

E: 934780.26

-3

-30

-30

-2

-2

C U

T D

E P

T H

B O

R R

O W A

R E

A

S H

IP

I S

L A

N D P

A S S

-26

-25

-25

-2

-20

-20

-20

-1

-15

-1

-10

-10

-5

-5

-4

WEST SHIP ISLAND

' X

' C

H A

N N

E L D

IM

E N

S

IO

N S

G U

L F P

O R

T B

A R

1V:5H (TYPICAL ALL SIDES)

A

B

C

D

935258.40258979.27E

934689.26257636.87D

935002.44257606.97C

936092.50260176.86B

935666.53260357.55A

POINT NORTHING EASTING

BORROW AREA COORDINATES

-32' DREDGE DEPTH

-34' ALLOWABLE OVER DEPTH

1V:5H

1V:5H

VARIES

DREDGE TEMPLATE DETAIL

NOT TO SCALE

N:258000 N:258000

N:259000 N:259000

N:260000 N:260000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

EAST WEST

S H

IP

IS

L A

S S

O B

S T

R U

C T

P

C H

C

J

G

IB

S O

N

CB-117

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R M

F

IT

Z H

A R

R

IS

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

B O

R R

E A

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

.d g n

2. NO OBSTRUCTIONS NOTED IN THIS BORROW AREA.

COMBINED WITH POST HURRCANE MICHAEL LIDAR FLOWN IN 2018.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN JANUARY 28, 2019

NOTES:

E

G O

D S

A .5

P O

E

-55

-55

-55

-55

-55

-55

N: 236,466.30

E: 1,131,753.82

N: 233,874.11

E: 1,133,640.03

32+05.81

PI

5+

+0

+0

+0

+0

+0

STA.

+0

0.

PO

B

TOP SLOPE OF EXCAVATION

-5

-5

-5

-5

-5

-5

-50

-5

-5

-50

-5

-50

-5

-50

-50

-50

-50

-50

-5

-50

-50

-50

-50

-50

-5

-50

-50

-5

-50 -50

-50

PB_OCS2.06S

PB_OCS2.12S

PB_OCS2.17S

1V:5H (TYP.)

ALL SLOPES

N

O

N: 231,346.79

E: 1,138,928.96

CUT EL. -53'

OCS EAST 2A

CUT EL. -54'

OCS EAST 2B

CUT EL. -56'

OCS EAST 2C

CUT EL. -56.5'

OCS EAST 5B

PB_OCS2.11S

PB_OCS2.03S PB_OCS2.05S PB_OCS2.01S

PB_OCS2.02S

PB_OCS2.14S

PB_OCS2.20S

PB_OCS2.18S

PB_OCS2.16S

PB_OCS2.15S

PB_OCS2.19S

PB_OCS2.09S

PB_OCS2.08S

PB_OCS2.10S

PB_OCS2.07S

PB_OCS2.04S

B.002M

B.003M

I.001M

B.006M

B.004M

B.005M

B.016S

B.002S

I.001S

B.008S

B.009S

B.003S

B.001S

B.006S

B.007S

B.005S

B.012S

B.013S

B.010S

B.011S

B.014S

B.015S

B

C

G

H

I

J

D

K

L

M

A

P

.d g n

N

LEGEND

600'0 300'

NORTHING EASTINGPT.

COORDINATE TABLE

BORROW AREA

1131580.06235812.58P

1133014.65233363.42O

1132985.53233333.19 N

1134988.35232285.07M

1135251.63232364.14L

1136156.11232192.39 K

1136503.41232257.11 J

1136983.58231926.82 I

1138609.21231141.46 H

1138820.47231756.76 G

1137448.12232577.05F

1137122.88232909.38E

1137367.28233340.30D

1134921.58234914.17 C

1134282.58234392.36B

1132321.06236579.28A

N:231000 N:231000

N:232500 N:232500

N:234000 N:234000

N:235500 N:235500

N:237000 N:237000

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

O B

S T

R U

C T

P

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-118

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R M

F

IT

Z H

A R

R

IS

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

B O

R R

E A

W

B

OBSTRUCTION

SPECIFICATION APPENDIX D OBSTRUCTION/AVOIDANCE REPORT.

3. COORDINATES AND DETAILS OF OBSTRUCTIONS ARE LOCATED IN THE CONTRACT

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA LIMITS SHOWN.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN FEBRUARY 16, 2019.

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

P

O C

S

E A

S

Q

D

N

F

-35

-34

G

K

L

1V:5H

ALL SLOPES

-3

-33-3

-3

-3

-3

-3

-3

-3

-30

-3

-30

-3

-3

-3

-3

-3

-30

-30

-3

-30

-30

-30

-30

-30

-30

-2

-2

-2

-2

TOP SLOPE OF EXCAVATION

TOP SLOPE OF EXCAVATION

1V:5H

ALL SLOPES

-26

-25

-2

-2

-2

-25

-25

-25

-2

-2

N: 252,462.89

E: 1,121,477.89

N: 249,084.08

E: 1,123,972.62

+0

0+

5+

+0

+0

+0

+0

+0

+0

+0

+0

-2

-23

B

A

C

E

H

I

J

O

PB2.003S

PB2.008S

PB2.009S

PB2.002S

PB2.012S

PB2.013S

PB2.010S

PB2.001S

PB2.006S

PB2.007S

PB2.004S

PB2.014S

PB2.005S

PB2.015S

M

CUT EL. -45.5'

PBP-MS-A

CUT EL. -37'

PBP-MS-C

CUT EL. -36'

PBP-MS-B

CUT EL. -33.5'

PBP-MS-D

CUT EL. -31.5'

PBP-MS-E

.d g n

N

LEGEND

600'0 300'

NORTHING EASTINGPT.

COORDINATE TABLE

BORROW AREA

1122891.25251940.32Q

1122341.13251550.19 P

1122365.68251515.50 O

1122694.99251092.77N

1123062.44251346.09 M

1123631.32250918.73 L

1124421.36250492.19 K

1125108.34250190.58 J

1125501.43250529.80I

1125509.79251100.74 H

1125351.59251340.50G

1124311.96252910.53 F

1123893.01251918.69 E

1123558.37252361.32 D

1123024.86253009.00C

1122383.75252585.15B

1121855.72252236.05A

N:249000 N:249000

N:250500 N:250500

N:252000 N:252000

N:253500 N:253500

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

SPECIFICATION APPENDIX D OBSTRUCTION/AVOIDANCE REPORT.

3. COORDINATES AND DETAILS OF OBSTRUCTIONS ARE LOCATED IN THE CONTRACT

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA LIMITS SHOWN.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN 04/26/14.

NOTES:

OBSTRUCTION

P E

O B

S T

R U

C T

P

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-119

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R M

F

IT

Z H

A R

R

IS

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

B O

R R

E A

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

D

S T A . 0

.0

P O

B

S T A . 6

.1

P O

E

-3

-3

-3

-29

-29

-2

-2

-2

-2

-2

-2

-2

C U T

D

EP

TH

-3

6'

SH

IP

IS

LAN

D B

O R R

O W A

R

EA

C

1V:5H (TYPICAL ALL SIDES)

TOP OF SLOPE

SI.006S SI.005S

SI.008S

SI.009S

SI.010S

SI.011S

SI.014S

SI.013S

SI.017S

SI.020S

SI.021S

SI.024S

SI.022S

SI.023S

SI.025S

SI.019S

SI.016S

SI.018S

SI.015S

SI.012S

SI.001S

SI.002S

SI.004S

SI.003S

.d g n

N

LEGEND

600'0 300'

972211.50257421.47D

971982.33258801.60C

966564.78255218.76B

967588.21254254.05A

COORDINATE TABLE

BORROW AREA

NORTHINGPT. EASTING

N:255000 N:255000

N:256500 N:256500

N:258000 N:258000

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

E :9

S H

IP

IS

L A

N D

O B

S T

R U

C T

P

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-120

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R M

F

IT

Z H

A R

R

IS

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

B O

R R

E A

W

B

OBSTRUCTION

SI.004S

SPECIFICATION APPENDIX D OBSTRUCTION/AVOIDANCE REPORT.

3. COORDINATES AND DETAILS OF OBSTRUCTIONS ARE LOCATED IN THE CONTRACT

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA LIMITS SHOWN.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY TAKEN 10/14/10.

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

-6

-63

-6

-62

-62

-6 2-61

-61

-6

-60

-60

-59

-5

-59

-59

-59

CUT EL. -61.5'

OCS EAST 4A

-58

-5

-57

-57 -

CUT EL. -59'

OCS EAST 4B

-55

-55

-5

-55

-5

-5

-53

PB_OCS3.01S

CUT EL. -56'

OCS EAST 2C

C U T

E L

O C S

E

A S T

A

C U T

E L

O C S

E

A S T

B

C U T

E L

O C S

E

A S T

PB_OCS3.04S

PB_OCS3.03S

PB_OCS3.02S

PB_OCS4.04S

PB_OCS4.01S

PB_OCS4.02S

PB_OCS4.03S

.d g n

N

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

N:229500 N:229500

N:231000 N:231000

N:232500 N:232500

N:234000 N:234000

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

E :1

OBSTRUCTION

O B

S T

R U

C T

P

C H

C

J

G

IB

S O

N

CB-121

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R

H a r r is

M S

M A

R C

H

S H

IP

IS

L A

A S

D

W

B

B O

R R

E A

S

P B

P

O C

S

E A

S T

G O

D S

E Y

M

F

IT

Z H

A R

R

IS

REPORT.

THE CONTRACT SPECIFICATION APPENDIX D OBSTRUCTION/AVOIDANCE

3. COORDINATES AND DETAILS OF OBSTRUCTIONS ARE LOCATED IN

LIMITS SHOWN.

2. MATERIAL SHALL NOT BE EXCAVATED OUTSIDE OF BORROW AREA

TAKEN APRIL 23, 24, & 26, 2014.

1. CONTOURS SHOWN ARE FROM CORPS OF ENGINEERS SURVEY

.d

C

J

G

IB

S O

N

CB-301

E

G O

D S

E Y

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R J

W

IT

T M

A N

N

H a r r is

M S

P R

O P

O S

R M

E L E

V A

T

IO

N I

N N

A V

D F

E E

T

G E

O

ID

A

E

G O

D S

E Y

S H

IP

IS

L A

A S

D

M A

R C

H

T Y

P

IC

A L

S

E C

T

IO

EL. 3.5' NAVD88 (GEOID 12A)

1V:12H

MHW EL. 1.22' NAVD 88 (GEOID 12A)

1V:20H

EL. 4' NAVD88 (GEOID 12A)

1V:100H

1V:20H

1V:12HEL. 6.5' NAVD88 (GEOID 12A)

SOUTH SIDE NORTH SIDE

FILL

STATIONS 3+86.3 TO 39+47.5

PHASE 3 TYPICAL BERM SECTION

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=10'

EL. 3.5' NAVD88 (GEOID 12A)

1V:12H

MHW EL. 1.22' NAVD 88 (GEOID 12A)

1V:20H

FILL

30'

EL. 4' NAVD88 (GEOID 12A)

1V:100H

VARIES

VARIES

VARIES

VARIES

STATIONS 3+86.3 TO 39+47.5

PHASE 3 TYPICAL BERM SECTION

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=10'

EXISTING GROUND (SEE NOTE 1)

EXISTING GROUND (SEE NOTE 1)

TIE TEMPLATE IN TO EXISTING GRADE (SEE NOTE 2)

STATIONS 39+47.5 TO 56+00

PHASE 3 TYPICAL BERM SECTION

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=10'

1V:12H

MHW EL. 1.22' NAVD 88 (GEOID 12A)

1V:20H

FILL

EL. 4' NAVD88 (GEOID 12A)

SOUTH SIDE NORTH SIDE

SOUTH SIDE NORTH SIDE

TIE TEMPLATE IN TO EXISTING GRADE (SEE NOTE 2)

VARIES

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

EL. 7' NAVD88 (GEOID 12A)

1V:12H

TIE TEMPLATE IN TO EXISTING GRADE (SEE NOTE 2)

EXISTING GROUND (SEE NOTE 1)

EXISTING GROUND (SEE NOTE 1)SOUTH SIDE NORTH SIDE

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=10'

PHASE 4 TYPICAL BERM SECTION

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

VARIES

MHW EL. 1.22' NAVD 88 (GEOID 12A)

1V:20H

NORTHERN EDGE ON A 1V:12H SLOPE DOWN TO EXISTING GROUND.

EXISTING GRADE. WHERE THE TEMPLATE IS HIGHER THAN EXISTING GROUND CONTRACTOR SHALL SLOPE THE

2. WHERE THE TEMPLATE ELEVATION IS LOWER THAN EXISTING GROUND CONTRACTOR SHALL TIE TEMPLATE IN TO

AROUND THE OUTER AREAS.

JANUARY 2019 WITH 2018 POST HURRICANE MICHAEL LIDAR, THE PHASE 2 TEMPLATE AND THE MAY 2017 SURVEY

1. EXISTING GROUND SHOWN WERE MADE BY COMBINING THE AFTER CONSTRUCTION SURVEY FROM PHASE 1 TAKEN

.d g n

LEGEND

C H

C

J

G

IB

S O

N

CB-302

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R J

W

IT

T M

A N

N

H a r r is

M S

P R

O P

O S

R M

C R

O

C T

IO

S H

IP

IS

L A

A S

D

M A

R C

H

PHASE 3 BERM TEMPLATE

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

2+50.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

3+86.30

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

5+00.00

-10

-20

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

10+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

15+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

20+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

25+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

30+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

35+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000

39+47.50

-10

-20

-30

P H

A S

E

W

B

E

G O

D S

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

THE OUTER AREAS.

JANUARY 2019 WITH 2018 POST HURRICANE MICHAEL LIDAR AND THE MAY 2017 SURVEY AROUND

EXISTING GROUND, COMBINATION OF THE AFTER CONSTRUCTION SURVEY FROM PHASE 1 TAKEN

.d g n

LEGEND

PHASE 3 BERM TEMPLATE

E

G O

D S

E Y

J

G

IB

S O

N

CB-303

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R J

W

IT

T M

A N

N

H a r r is

M S

P R

O P

O S

R M

C R

O

C T

IO

P H

A S

E

S H

IP

IS

L A

A S

D

M A

R C

H

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000-1200

39+97.50

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000-1200

40+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000-1200

45+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000-1200

50+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000-1200

55+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800-200-400-600-800-1000-1200

56+00.00

-10

-20

-30

C H

C

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

THE OUTER AREAS.

JANUARY 2019 WITH 2018 POST HURRICANE MICHAEL LIDAR AND THE MAY 2017 SURVEY AROUND

EXISTING GROUND, COMBINATION OF THE AFTER CONSTRUCTION SURVEY FROM PHASE 1 TAKEN

.d g n

LEGEND

PHASE 4 BERM TEMPLATE

E

G O

D S

E Y

J

G

IB

S O

N

CB-304

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R E

G O

D S

E Y

H a r r is

M S

P R

O P

O S

R M

C R

O

C T

IO

P H

A S

E

S H

IP

IS

L A

A S

D

M A

R C

H

C H

C

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

125+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

130+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

135+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

140+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

145+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

150+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

155+00.00

-10

-20

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

160+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

165+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

170+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

175+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

180+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

185+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

190+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

195+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

200+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

205+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

210+00.00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

215+00.00

-10

-20

-30

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

220+00.00

-20

EXISTING GROUND SHOWN WERE MADE BY COMBINING THE AFTER CONSTRUCTION SURVEY FROM PHASE 1 TAKEN

.d g n

LEGEND

PHASE 4 BERM TEMPLATE

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-305

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R E

G O

D S

E Y

H a r r is

M S

P R

O P

O S

R M

C R

O

C T

IO

P H

A S

E

S H

IP

IS

L A

A S

D

M A

R C

H

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

225+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

230+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

235+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

240+00.00

-10

-20

-10

-20 E

L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

245+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

250+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

255+00.00

-10

-20

-10

-20 E

L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

260+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

265+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

270+00.00

-10

-20

-10

-20 E

L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

275+00.00

-10

-20

-10

-20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

280+00.00

-10

-20

-10

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

283+65.86

-10

-10

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 200 400 600 800 1000

285+00.00

EXISTING GROUND SHOWN WERE MADE BY COMBINING THE AFTER CONSTRUCTION SURVEY FROM PHASE 1 TAKEN

.d g n

LEGEND

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

0+00.00

-10

-20

-30

-40

-10

-20

-30

-40

-50

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

2+00.00

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

4+00.00

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

6+00.00

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

8+00.00

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

10+00.00

-10

-20

-30

-40

-50

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

12+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

14+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

16+00.00

-10

-20

-30

-40

DREDGE TEMPLATE

C H

C

E

G O

D S

E Y

J

G

IB

S O

N

CB-306

J

B L

A C

K

IS

L

A

S T

O R

A T

A N

M s

M P

R E

H E

N S

R R

IE

R M

F

IT

Z H

A R

R

IS

H a r r is

M S

B O

R R

E A

S H

IP

IS

L A

S S

C R

O

C T

IO

S H

IP

IS

L A

A S

D

M A

R C

H

W

B

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps

S y m b o l

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

A p p r o v e d

I.

S .O

S h e e t

F m

COMBINED WITH POST HURRICANE MICHAEL LIDAR FLOWN IN 2018.

EXISTING GROUND, COMBINATION OF CORPS OF ENGINEERS SURVEY TAKEN JANUARY 28, 2019

2' ALLOWABLE OVERDEPTH

DREDGE TEMPLATE

1V:5H (TYP.)

.d g n

LEGEND

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

18+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

20+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

22+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

24+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

26+00.00

-10

-20

-30

-40

-10

-20

-30

-40

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

0 100 200 300 400-100-200-300-400

28+00.00

-10

-20

-30

-40

-…