A.03.09_-_Drawings_-_W912HP19B0004_-_South_Jetty_Repair.pdf

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FY19 Charleston Harbor South Jetty Repair
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NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

T H

C A

R O

L

IN

A

C O

R P S

O F

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E E

R

D

IS

T R

IC

T

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w in g o d e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

D e s ig n e d b y

CONTRACT

F Y

C

H A

R L E S T

N

R B

O R

S

O U

T H

J E T T

Y

R

E P

A

IR

C H

A R

L E S T

U N

T Y S

O U

R O

L

IN

A

J U

L Y

S A

B

T P

M

C A

R O

L

W

R K S P .E

C A

W

SHEET 1 OF 6

C-01

SHEET

INDEX OF DRAWINGS

DRAWING TITLE

CHARLESTON

DISTRICT

B O

U N

D A R

Y

C H

A R

L E S

T O

N

D I S T R I C T

B O

U N

D A R

Y

SOUTH CAROLINA

GREENVILLE

COLUMBIA

ORANGEBURG

CAMDEN

FLORENCE

MARION

HORRY

WILLIAMSBURG

GEORGETOWN

B E R K E L E YD

O R C

H E S T E R

CHARLESTON

C H

A R L E S T

O N

COLLETON

HAMPTON

J A S P E

R

BEAUFORT

N

SAVANNAH, GA.

DISTRICT

CHARLESTON DISTRICT

VICINITY MAP

PROJECT SITE

MYRTLE

BEACH

SCALE IN MILES

10 6050403020100

FY19 CHARLESTON HARBOR SOUTH JETTY REPAIR

M O

R R I

S

I

S L

A N

D

SULLI

VANS

I

SLAND

NORTH JETTY

SOUTH JETTY

SOUTH JETTY

FORT

SUMTER

A T

L A

N T I

E A

N

PROJECT LOCATION

Submitted by:

Approved by:

CHIEF, ENGINEERING DIVISION

CHIEF, DESIGN/GENERAL ENGINEERING BRANCH

CHARLESTON ENTRANCE CHANNEL

N O

T

A L E

D w g s c a le

P lo t d a te

L O

C A T

IO

M

D

IN

D

X

A W

IN

G S

AVOIDANCE AREA AND HYDRO SURVEY PLAN

JETTY CROSS SECTIONS

JETTY CROSS SECTIONS

SITE LAYOUT PLAN AND TYPICAL SECTIONS

EXISTING CONDITIONS PLAN

LOCATION MAP AND INDEX OF DRAWINGS

IF

B

W

H P

B

6.0

4.0

3.2

3.9

3.6

5.7

3.8

6.0

4.9

4.0

4.5

3.5

3.6

3.0

3.0

5.6

4.2

3.4

3.4

3.5

4.5

4.2

5.8

4.8

4.2

4.3

3.5

2.9

3.1

2.6

5.0

4.4

6.1

4.0

5.8

5.3

4.3

6.1

4.8

3.8

3.7

4.0

3.0

2.6

2.6

5.7

5.3

5.2

5.7

6.4

5.3

4.8

6.5

5.9

4.2

3.8

3.6

2.6

2.6

2.6

4.8

5.3

4.7

4.6

5.6

5.3

6.0

6.5

4.3

3.7

4.1

2.6

2.6

2.6

2.6

4.4

4.3

4.9

4.6

5.2

4.9

5.8

6.1

5.3

3.5

2.6

2.6

2.6

2.6

2.6

4.9

4.7

5.3

5.6

5.2

5.5

4.4

6.2

6.8

3.9

2.6

2.6

2.6

2.6

2.6

6.2

4.8

6.3

6.3

5.7

4.8

5.1

5.6

5.8

5.5

2.7

2.6

2.6

2.6

2.6

5.7

5.9

4.4

5.6

5.1

4.9

5.0

6.5

8.0

5.2

4.6

2.6

2.6

2.6

2.6

4.9

7.5

5.7

5.0

5.4

5.5

5.4

4.9

5.0

5.6

4.4

4.8

4.4

2.6

2.6

6.4

5.6

7.5

4.8

4.8

5.5

5.2

8.1

9.4

4.2

4.1

6.1

4.8

3.7

3.5

10.5

6.3

5.4

5.4

5.5

5.1

6.7

6.5

6.5

5.0

4.1

4.0

4.3

4.2

5.4

7.3

9.1

6.5

7.0

6.8

7.1

6.2

7.6

6.0

4.8

4.0

4.4

4.4

4.1

5.6

7.3

8.4

9.7

9.7

8.9

10.8

9.6

14.8

6.0

5.4

5.2

4.1

5.0

5.8

6.8

7.3

11.0

9.0

9.0

8.9

9.1

12.9

6.7

8.1

7.6

4.7

5.1

9.3

4.2

4.7

5.6

6.3

6.8

10.8

10.9

10.2

12.4

16.2

12.9

8.2

5.9

6.6

11.2

10.4

6.7

5.1

5.5

6.9

7.0

9.9

9.3

8.6

8.6

6.8

6.5

8.7

11.7

6.3

8.5

4.6

4.7

5.1

5.4

5.8

6.7

13.2

10.4

12.7

10.0

7.3

8.5

11.8

6.4

3.2

4.0

4.6

4.6

4.9

5.4

5.6

6.5

8.1

9.1

13.2

14.3

14.7

14.3

1.7

2.2

2.9

3.6

4.6

4.5

4.6

5.0

5.0

5.1

5.3

5.7

5.9

5.9

0.8

1.1

1.5

2.0

3.0

4.4

4.6

4.9

4.9

4.9

4.8

4.8

5.0

0.3

0.4

0.7

1.0

1.5

3.6

3.8

3.9

3.8

3.7

3.7

4.0

3.8

-0.3

-0.1

0.2

0.4

0.7

2.6

2.4

2.1

2.0

1.9

1.9

1.9

2.1

-0.6

-0.4

-0.3

-0.2

-0.0

1.6

1.5

1.2

1.0

1.0

0.9

1.0

1.0

-1.1

-0.8

-0.7

-0.6

-0.5

0.8

0.7

0.5

0.5

0.5

0.4

0.3

0.2

-1.8

-1.5

-1.3

-1.1

-1.1

0.2

-0.0

-0.1

-0.1

0.0

-0.0

0.1

0.1

-3.0

-2.6

-2.3

-2.1

-1.9

-1.8

-0.6

-0.8

-0.7

-0.7

-0.6

-0.5

-0.5

-0.4

-2.9

-2.7

-2.8

-2.6

-1.4

-1.5

-1.4

-1.2

-1.1

-1.1

-1.0

-1.1

-2.9

-2.4

-2.3

-2.1

-1.9

-1.7

-1.6

-1.5

-1.5

-2.8

-2.5

-2.5

-2.3

-2.3

-2.2

2.1

3.6 2.83.0

3.4

3.7

3.6 2.8 1.6 1.2

4.8

5 0

MORRIS ISLAND

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

D e s ig n e d b y

CONTRACT

AVOIDANCE AREA

1" = 30'

SCALE OF FEET

30 60

1"

A T

L A

N

IC

E A

N

EXISTING JETTY

E X

IS

T

IN

G

N D

IT

IO

N S

P L A

N

Y=328500

X=2347000

Y=328500

X=2347500

Y=329000

X=2347000

Y=329000

X=2347500

F Y

C

H A

R L E S T

R B

O R

S

O U

T H

J E T T

Y

R

E P

A

IR

C H

A R

L E S T

U N

T Y S

O U

R O

L

IN

A

J U

L Y

S A

B

T P

M

C A

R O

R K S P .E

C A

W

SHEET 2 OF 6

C-02

D w g s c a le

P lo t d a te

SURVEY BASELINE

3. DATE OF SURVEY: 11/30/2017

2. HORIZONTAL DATUM IS SC NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

PROJECT NOTES:

W

H P

B

MORRIS ISLAND

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

D e s ig n e d b y

CONTRACT

AVOIDANCE AREA

1" = 30'

SCALE OF FEET

30 60

Y=329000

X=2347500

F Y

C

H A

R L E S T

R B

O R

S

O U

T H

J E T T

Y

R

E P

A

IR

C H

A R

L E S T

U N

T Y S

O U

R O

L

IN

A

J U

L Y

S A

B

T P

M

C A

R O

R K S P .E

C A

W

SHEET 3 OF 6

C-03

D w g s c a le

P lo t d a te

S

IT

E

L A

Y O

U T

P L

Y P

IC

A L

S E

C T

IO

N S

EXISTING JETTY

A T

L A

N

IC

E A

N

Y=329000

X=2347900

Y=328876.90

X=2347376.35

Y=328850.66

X=2347910.70

SURVEY BASELINE

Y=328600

X=2347500

Y=328600

X=2347900

-5

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

10' TOP WIDTH

10' TOP WIDTH

EXISTING GRADE

EXISTING GRADE

1V:2.5H SIDE SLOPE (TYP)

1V:2.5H SIDE SLOPE (TYP)

TYPICAL SECTION FROM 1+50 TO 2+10

TYPICAL SECTION FROM 2+10 TO 4+00

SURVEY BASELINE OFFSET

SURVEY BASELINE OFFSET

E L

E V

A T I

V D

E L

E V

A T I

V D

APPROXIMATE LOCATION WHERE THE EXISTING JETTY BECOMES SUBMERGED (5+00)

EXISTING JETTY

NEW 2' BEDDING LAYER

LIMITS OF NEW RIPRAP

STONE

NEW ARMOR

STONE

NEW ARMOR

JETTY BECOMES EXPOSED ON MORRIS ISLAND (2+10)

APPROXIMATE LOCATION WHERE THE EXISTING

APPROXIMATE VEGETATION LINE

HIGH WATER LINE

APPROXIMATE MEAN

FROM 4+00 TO 5+00 THE NEW WORK TRANSITIONS BACK TO THE EXISTING JETTY

W

H P

B

THE CONTRACTOR SHALL TIE THE NEW RIPRAP INTO THE EXISTING GROUND SURFACE AT THE TERMINUS OF THE JETTY.8.

AND VEGETATION.

APPROVAL FROM THE COR. DUNE AREAS SHALL BE PROTECTED BY FLAGS AND STAKES TO MINIMIZE DAMAGE TO GRASSING

STORE MATERIALS. THE CONTRACTOR SHALL NOT STORE MATERIALS ON OR DAMAGE VEGETATED DUNE AREAS WITHOUT PRIOR

7. ANY NON-VEGETATED BEACH AREA WITHIN THE PROJECT LIMITS MAY BE USED TO STAGE EQUIPMENT AND TEMPORARILY

ALL WORK OM MORRIS ISLAND SHALL BE PERFORMED BETWEEN 1 NOVEMBER AND 15 APRIL.6.

THE GOVERNMENT DUE TO CHANGING TOPOGRAPHIC CONDITIONS.

5. THE TOP ELEVATION OF THE JETTY VARIES AS SHOWN ON THE CROSS SECTIONS AND MAY BE ADJUSTED BY

4. NEW JETTY MATERIALS SHALL BE PLACED FROM STATION 1+50 TO 5+00 AS SHOWN ON THE CROSS SECTIONS.

3. DATE OF SURVEY: 11/30/2017

2. HORIZONTAL DATUM IS SC NAD 1983 STATE PLANE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.

PROJECT NOTES:

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

D e s ig n e d b y

CONTRACT

C H

A R

L E S T

U N

T Y S

O U

R O

L

IN

A

S A

B

T P

M

C A

R O

R K S P .E

C A

W

C-04

D w g s c a le

P lo t d a te

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

-5

0 25 50 75 100-25-50

J E T T

Y

C

R O

S S

S E

C T

IO

N S

1+50

1+75

2+00

2+10

3+00

2+75

2+50

2+25

SHEET 4 OF 6

F Y

C

H A

R L E S T

R B

O R

S

O U

T H

J E T T

Y

R

E P

A

IR

J U

L Y

TOP ELEV. = 18.8

TOP ELEV. = 17.5

TOP ELEV. = 16.7

TOP ELEV. = 17.4

TOP ELEV. = 12.6

TOP ELEV. = 13.3

TOP ELEV. = 14.3

TOP ELEV. = 16.2

EXISTING GRADE

STONE

NEW ARMOR

NEW 2' BEDDING LAYER

W

H P

B

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

-5

-10

0 25 50 75 100-25-50

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

D e s ig n e d b y

CONTRACT

C H

A R

L E S T

U N

T Y S

O U

R O

L

IN

A

S A

B

T P

M

C A

R O

R K S P .E

C A

W

D w g s c a le

P lo t d a te

J E T T

Y

C

R O

S S

S E

C T

IO

N S

3+75

3+50

3+25

4+00 5+00

4+75

4+50

4+25

C-05

SHEET 5 OF 6

F Y

C

H A

R L E S T

R B

O R

S

O U

T H

J E T T

Y

R

E P

A

IR

J U

L Y

TOP ELEV. = 12.0

TOP ELEV. = 2.3

TOP ELEV. = 4.5

TOP ELEV. = 7.0

TOP ELEV. = 9.5

TOP ELEV. = 12.0

TOP ELEV. = 12.0

TOP ELEV. = 12.0

EXISTING GRADE

STONE

NEW ARMOR

W

H P

B

MORRIS ISLAND

EXISTING JETTY

1" = 200'

SCALE OF FEET

200 200 400

(TYP)

AVOIDANCE AREA

(TYP)

AVOIDANCE AREA

(TYP)

AVOIDANCE AREA

-12

-12

-10

-12

-10

-14

-14

-6

-4

-2

-14

-1

-14

-14

ATLANTIC OCEAN

-5.3

-2.7

-2.7

1.8

1.7

1.4

0.3 -5.7

-3.7

-2.9

0.6

0.4

X

X

X X

X

X

X

X

X

X

X

X

A P P

R O

X

IM

A

V

G E

T A

T

IO

IN

E

Y=330319

X=2347687

Y=330269

X=2348046

Y=329646

X=2348314

Y=329855

X=2347810

Y=329637

X=2348087

Y=329610

X=2348291

Y=328278

X=2348024

Y=328537

X=2348461

Y=328683

X=2348496

Y=328586

X=2347874

Y=327896

X=2347492

Y=327960

X=2347737

Y=327814

X=2347756

Y=327792

X=2347715 Y=327601

X=2347569

Y=327569

X=2347674

Y=327455

X=2347633

Y=327428

X=2347533

Y=327219

X=2347419

Y=327364

X=2347224

Y=326992

X=2347333

Y=326951

X=2347206

Y=326992

X=2347029

Y=327210

X=2347028

NUMBER

REFERENCE

SHEET

C H

A R

L E S T

O N S

O U

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

D a te

R e v

D ra w n b y

C k d b y

D e s ig n fi le n o

R e v ie w e d b y

S u b m it te d b y

D ra w d e

M A

R K

D E S

C R

IP

T

IO

N A P P

R V

D A T E

D E S

C R

IP

T

IO

N M

A R

K A P P

R V

D A T E of Engineers US Army Corps

Charleston District

D e s ig n e d b y

CONTRACT

A V

O

ID

A N

Y

D

U

R V E

Y

P L A

N

F Y

C

H A

R L E S T

R B

O R

S

O U

T H

J E T T

Y

R

E P

A

IR

C H

A R

L E S T

U N

T Y S

O U

R O

L

IN

A

S A

B

T P

M

C A

R O

R K S P .E

C A

W

SHEET 6 OF 6

C-06

D w g s c a le

P lo t d a te

W

H P

B

ISLAND SOUTH JETTY ACCESS AREA MAP IN THE SPECIFICATIONS).

ADJACENT TO THE JETTY OR ON THE BACK SIDE OF THE ISLAND (SEE MORRIS

CONSTRUCTION EQUIPMENT MUST ACCESS THE SITE VIA THE ACCESS AREA6.

NOVEMBER OF 2017.

5. ALL ELEVATIONS ABOVE -8.0 WERE TAKEN FROM LIDAR DATA FLOWN IN

4. DATE OF HYDROGRAPHIC SURVEYS: 2010 AND 2013

3. CONTOURS ARE ELEVATIONS IN MEAN LOWER LOW WATER (MLLW).

STATE PLANE COORDINATE SYSTEM, NAD83.

2. ALL HORIZONTAL COORDINATES ARE BASED ON THE SOUTH CAROLINA

THE SEA FLOOR.

BARGES, TUGS, OR ANYTHING ELSE THAT MAY COME INTO CONTACT WITH

THE SEA FLOOR. THIS INCLUDES PIPELINES, ANCHORS, SUPPORT VESSELS,

1. IN THE AVOIDANCE AREAS, NO EQUIPMENT IS PERMITTED TO DISTURB

NOTES:

J U

L Y

2019-07-08T11:02:57-0400
JENKINS.NANCY.LESTO.1241437589
2019-07-08T11:14:25-0400
WORKS.CAROLE.A.1228665017

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