CBKBeachG104.pdf

PDF 3 MB Posted Sep 6, 2018

Attached to: Coastal Storm Risk Management at Carolina and Kure Beach, North Carolina
Solicitation number: W912PM18B0007
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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REVISED Plan Sheet G104

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M.L.W

N.T.S.

DREDGING LIMITS WIDTH VARIES

-40' MLW

SEIRAV .VELE - MOTTOB GNITSIXE

CAROLINA BEACH INLET BORROW AREA

TYPICAL SECTION

-3 .2

-3 .3

-3 .8

-3 .5

-3 .5 ' -3

.0 '-3

-3 .7

-3 .6

-3 .5

-3 .1

-3 .9

-3 .7

-3 .6

-3 .4

-2 .9

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2 '-2

-2 .1

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .1

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3 ' -2

-2 .1

-2 .0

-2 .0 '-2

-2 .7

-2 .6 ' -2

-2 .3

-2 .2

-2 .1

-2 .9 '-2

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2 ' -2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .5

-2 .4

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .2

-2 .1

-2 .0

-2 .9

-2 .9 '-2

-2 .9

-2 .8

-2 .6

-2 .5 '-2

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0 ' -2

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .6 ' -2

-2 .6

-2 .5

-2 .4

-2 .4 '-2

.4 ' -2

-2 .3

-2 .2

-2 .2 ' -2

-2 .2

-2 .1

-2 .0

-1 .9

-1 .8 '-1

-1 .8

-1 .7

-1 .7 '-1

-1 .6

-1 .5

-1 .4

-1 .3

-1 .2

-1 .1 ' -1

-1 .1

-1 .0

-1 .9

-1 .8

-1 .7

-1 .6

-1 .5

-1 .5 ' -1

-1 .4

-1 .3

-1 .3 ' -1

.3 ' -1

-1 .3

-1 .2

-1 .1

-1 .0

-1 .9

-1 .8

-1 .8 '-1

-1 .8

-1 .7

-1 .6

-1 .5

-1 .4

-1 .3

-1 .2

-1 .1

-1 .0

-1 .9

-1 .8 ' -1

-1 .8

-1 .7

-1 .7 '-1

-1 .7

-1 .6

-1 .5

-1 .5 ' -1

.5 '-1

-1 .5

-1 .4

-1 .4 '-1

-1 .4

-1 .3

-1 .3 ' -1

-1 .3

-1 .2

-1 .1

-1 .1 '-1

-1 .1

-1 .0

-1 .9

-1 .8

-1 .7

-1 .6 '-1

-1 .6

-1 .5

-1 .4

-1 .3

-1 .2

-1 .2 ' -1

-1 .2

-1 .1

-1 .1 '-1

-1 .1

-1 .0

-1 .9

-1 .8

-1 .8 ' -1

-1 .7

-1 .6

-1 .6 ' -1

-1 .6

-1 .5

-1 .4

-1 .4 '-1

-1 .4

-1 .3

-1 .2

-1 .1

-1 .0

-1 .9

-1 .8 '-1

-1 .8

-1 .7

-1 .6

-1 .5

-1 .5 ' -1

-1 .5

-1 .4

-1 .3

-1 .2

-1 .1

-1 .0

-1 .9

-1 .8

-1 .7

-1 .6

-1 .6 ' -1

-1 .5

-1 .4

-1 .3

-1 .2

-1 .2 '-1

-1 .2

-1 .1

-1 .1 ' -1

-1 .1

-1 .0

-1 .9

-1 .8

-1 .7

-1 .7 ' -1

.7 '-1

-1 .7

-1 .6

-1 .5

-1 .5 ' -1

-1 .5

-1 .4

-1 .3

-1 .2

-1 .2 ' -1

-1 .2

-1 .2 ' -1

-1 .1

-1 .0

-1 .0 ' -1

-1 .9

-1 .8

-1 .7

-1 .6

-1 .5

-1 .4

-1 .3

-1 .2

-1 .2 ' -1

-1 .1

-1 .1 ' -1

-1 .1

-1 .0

-9 .9

-9 .8

-9 .7

-9 .6

-9 .5

-9 .4

-9 .3

-9 .2

-9 .1

-9 .0

-8 .9

-8 .8

-8 .7

-8 .6

-8 .5

-8 .4

-8 .3

-8 .2

-8 .1

-8 .0

-7 .9

-7 .8

-7 .7

-7 .6

-7 .5

-7 .4

-7 .3

-7 .2

-7 .1

-7 .0

-6 .9

-6 .8

-6 .7

-6 .6

-6 .5

-6 .4

-6 .3

-6 .2

-6 .1

-6 .0

-5 .9

-5 .8

-5 .7

-5 .6

-5 .5

-5 .4

-5 .3

-5 .2

-5 .1

-5 .0

-4 .9

-4 .8

T -2

U .S

R /W L

-4 .7

-4 .6

-4 .5

-4 .4

-4 .3

-4 .2

-4 .1

-4 .0

-3 .9

-3 .8

-3 .7

-3 .6

-3 .5

-3 .4

-3 .3

-3 .2

-3 .1

-3 .0

-2 .9

-2 .8

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-1 .9

-1 .8

-1 .4

-1 .3

-1 .2

-1 .1

50'

-0 .9

-0 .8

-0 .7

-0 .5

-0 .4

-0 .1

-0 .0

DA 270

CAROLINA BEACH INLET

ISLAND

MASONBORO

RESOURCE SITE

CULTURAL

ARCHAEOLOGICAL /

ROCK CGS 1918

ELEVATIONS OF TIDAL DATUMS REFERRED TO

MEAN LOWER LOW WATER (MLLW) ARE AS FOLLOWS:

MEAN LOWER LOW WATER (MLLW)

LOCAL MEAN LOW WATER (MLW)

MEAN SEA LEVEL (MSL)

MEAN TIDE LEVEL (MTL)

NORTH AMERICAN VERTICAL DATUM-1988 (NAVD)

MEAN HIGH WATER (MHW)

MEAN HIGHER HIGH WATER (MHHW)

= 0.00'

= 0.15'

= 2.20'

= 2.19'

= 2.61'

= 4.24'

= 4.58'

2337000

121000

BM SCSB-3 CE 1978

BM SCSB-4 CE 1978

A S

E L

RPS CARO#1

U .S

R /W L

T A

N G

E N

T S

E C

N I

"9"

"155"

"154A"

BORROW AREA LIMITS

N 122,092

E 2,339,481

N 121,480

E 2,339,187

N 121,516

E 2,338,156

N 121,806

E 2,340,267

N 122,291

E 2,340,272

N 121,287

E 2,338,737

N 121,309

E 2,338,105 N 121,375

E 2,339,959

N 121,093

E 2,338,784

A T L A

N T

I N

T R

A C

O A S T

A L W

A T E

R W

A Y

A S

E L

"7"

TIDE GAGE

INLET WATCH MARINA

"5"

"155A"

ASSUMED SLOPE DURING DREDGING

LEGEND

LIMITS OF BORROW AREA

BORING LOCATIONS

CBI-06-V-5

-1 6.

1 SOUNDING

NAVIGATION AIDS

B O

R R

O W A

R E

A C

A R

O L

A B

E A

C H I

N L E

DA 271

DA 272

DA 273

WAYPOINT 1

AIWW

& INLET WAYPOINT 5

WAYPOINT 2

AIWW

WAYPOINT 1

INLET

WAYPOINT 2

INLET

WAYPOINT 3

INLET

WAYPOINT 4

INLET

FREEMAN PARK

G104

A R D

T R

C A

P E F

E A

R S

W R

E C

CIVIL WAR DISTRICT

CAPE FEAR SHIPWRECK

C B I n le t G

.d g n

RESOURCE SITE

ARCHAEOLOCAL/CULTURE

S E P T

THE UNSUITABLE MATERIAL.

THE BORROW LIMITS AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF

BEACH, THE CONTRACTOR SHALL MOVE IMMEDIATLY TO ANOTHER LOCATION WITHIN

SILT, CLAY OR SHELL AND BE CONSIDERED NOT SUITABLE FOR PLACEMENT ON THE

THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN EXCESSIVE AMOUNT OF

AVAILABLE FOR BEACH FILL IS PLACED WITHIN THE PRESCRIBED SECTION. SHOULD

7. THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE MATERIAL

IN PAST ANALYSIS AS HAVING HIGH FINES OR HIGH SHELL CONTENT.

6. NOTE THAT HISTORICAL BORINGS CBI-V-09-6, CBI-V-09-7 AND CBI-V-09-13 WERE DESCRIBED

B B155 2338372 122126

B B155A 2338117 121108

B B5 2342639 122848

B B154A 2337893 121320

INLET WATCH-TB 2337288 121333

B B7 2341869 122899

LTB B9 2340761 122672

DESCRIPTION EASTING (FT) NORTHING (FT)

5. NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 10 FEET.

GENERAL CONDITIONS EXISTING AT THAT TIME

MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE

4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS

3. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.L.L.W.

EQUIPMENT. TIDE GAGE LOCATED AT: INLET WATCH MARINA,

USING RTK GPS. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING

2. PROJECT SURVEYED 05, 08 AND 14 MAY 2018 WITH DISTRICT SURVEY VESSEL "WALT",

1. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL MLLW.

NOTES:

D E L E T E

C O

N T R

P T

U N

T Y

O R

A R

T E S

CBI-03-V-1CBI-03-V-2

CBI-03-V-2A

CBI-03-V-3

CBI-03-V-4 CBI-03-V-5

CBI-03-V-6

CBI-03-V-7

CBI-03-V-12A

CBI-03-V-13

CBI-03-V-14

CBI-06-V-1

CBI-06-V-2

CBI-06-V-1A

CBI-06-V-3

CBI-06-V-3A

CBI-06-V-4

CBI-06-V-5

CBI-06-V-6

CBI-06-V-7

CBI-V-09-16

CBI-V-09-9

CBI-V-09-10

CBI-V-09-7

CBI-V-09-8

CBI-V-09-2

CBI-V-09-3

CBI-V-09-13

CBI-09-V-14

CBI-V-09-15

CBI-V-09-4

CBI-V-09-12

CBI-V-09-11

CBI-V-09-5

CBI-V-09-6

CBI-V-09-1

CBI-03-V-1B

CBXWAIWW-V-09-1

CBIWW-07-V-1

CBI00-1

CBI00-2

CBI00-3

CBI00-4

CBI00-7

CBI00-8

CBI00-9

CBI00-10

CBI00-11

VO-01

VO-02

VO-03

VO-04

VO-05

VO-06

VO-08

E N

A M

C B -0

-5

D R

A W

G C

O D

D R

A W

N B

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

A W

A R

D D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C R

E E

C H

C R

E E

C H

F E

S C

L U

S A

C O

N T

R A

C T N

B N

N E

W H

A N

O V

E R C

O U

N T

N O

R T

H C

A R

O L

C A

R O

A B

E A

C H K

U R

E B

E A

C H

C O

A S

T A

L S

T O

R M R

K M

A N

A G

E M

E N

H A

R G

R O

V E

W P

SCALE: 1" = 300'

300 600150750

"6"

"7"

"9"

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