CB-KB-SDR-2015_AdvPlans.pdf

PDF 22 MB Posted Jul 8, 2015

Attached to: Storm Damage Reduction Project Carolina Beach & Kure Beach New Hanover County North Carolina
Solicitation number: W912PM15B0003
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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File	Type	Posted
W912PM-15-B-0003_Bid_Abstract.pdf	PDF	Aug 10, 2015
Sign-in_Sheet.pdf	PDF	Aug 7, 2015
W912PM-15-B-0003-0002.pdf	PDF	Jul 24, 2015
cbi_borrow_topo_mllw_2015-02-18cs_allxyz.zip	ZIP file	Jul 24, 2015
XYZ_Files.zip	ZIP file	Jul 21, 2015
AMDT_0001_W912PM-15-B-0003CBKB.pdf	PDF	Jul 21, 2015
AdvSpecs_Volume1.pdf	PDF	Jul 8, 2015
AdvSpecs_Volume2.pdf	PDF	Jul 8, 2015

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S to rm D a m a g e R e d u c ti o n P ro je c t, C a ro li n a B e a c h K u re B e a c h

N e w H a n o v e r

C o u n ty

N o rt h C a ro li n a I F

B N o

W P

M -1

-B -0

New Hanover County, North Carolina

IFB No. W912PM-15-B-0003

Project Storm Damage Reduction

Carolina Beach & Kure Beach

Cape Lookout

PROJECT

OCE

City Morehead

PENDER COUNTY

BLADEN COUNTY

COLUMBUS COUNTY

SHALLOTTE

WILMINGTON

SOUTHPORT

SCALE IN MILES

CAROLINA BEACH

C a p e F e a r R iv e r

ISLAND

BALD HEAD

INDEX OF DRAWINGS

ROCKY POINT

COUNTY

HANOVER

NEW

BRUNSWICK COUNTY

re vi

R r a e

F e p a

C B S

D R in d e x lo c

.d g n

KURE BEACH

CAROLINA BEACH

REDUCTION PROJECT

STORM DAMAGE

KURE BEACH

REDUCTION PROJECT

STORM DAMAGE

CB305

CB304

CB109

CB108

CB107

CB106

CB105

CB303

CN102

CB302

CB104

CB103

CB102

CB101

CB301

CN101

GI03

GI02

GI01

P R

O J E

C T

A N

L O

C A T

P S

E X

A W

G S

GI01

CAROLINA BEACH CROSS SECTIONS - STA. 40+00 TO STA. 139+50

CAROLINA BEACH SITE PLAN - STA. 119+00 TO STA. 140+00

CAROLINA BEACH SITE PLAN - STA. 91+00 TO STA. 119+00

CAROLINA BEACH SITE PLAN - STA. 63+00 TO STA. 91+00

CAROLINA BEACH SITE PLAN - STA. 40+00 TO STA. 63+00

CAROLINA BEACH TYPICAL SECTIONS

CAROLINA BEACH BORROW AREA - CAROLINA BEACH INLET

Carolina Beach Project

CONSTRUCTION BASELINE CONTROL

PROJECT OVERVIEW PLAN

INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS

KURE BEACH CROSS SECTIONS - STA. 125+00 TO STA. 180+00

KURE BEACH CROSS SECTIONS - STA. 15+00 TO STA. 75+00

KURE BEACH SITE PLAN - STA. 152+50 TO STA. 180+00

KURE BEACH SITE PLAN - STA. 125+00 TO STA.152+50

KURE BEACH SITE PLAN - STA. 58+00 TO STA. 75+00

KURE BEACH SITE PLAN - STA. 33+00 TO STA. 58+00

KURE BEACH SITE PLAN - STA. 15+00 TO STA. 33+00

KURE BEACH TYPICAL SECTIONS

KURE BEACH BORROW AREA - OFFSHORE BORROW AREA "B"

Kure Beach Project

C H

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

R P

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

PLATE TITLE

0 20

Approval Recommended: *

Approved: *

DATE

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, DESIGN AND GENERAL ENGINEERING SECTION

CHIEF, ENGINEERING BRANCH

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

8 JULY 2015

DARE

N E

W H

A N

O V E

M O

O R

CHATHAM

A L

A M

A N

C E

CARTERET

V I R G I N I A

S O U T H C A R

O L I N

A NOT TO SCALE

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Fear

Rodanthe

PROJECT VICINITY

PROJECT LOCATION

Raleigh

C O S

O U N D

R O

A N

O K

E R

N E U S E

C H

O W

A N

C A P E

F E A R

RIVER

HYDEBEAUFORTPITT

EDGECOMBE

WASHINGTON TYRREL

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

ROBESON

HOKE

LEE

C A

S W

E L L

PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

HALIFAX

NORTHAMPTON

HERTFORD

GATES

NASH

WILSON

SAMPSON

CUMBERLAND

G R

A N

L E

P E R

Q U

A N S

P A S Q

U O T A N

C A

M D E N

C U R R

U C

MARTIN

BERTIE

GREENE

LENOIR

WAYNE

HARNETT

BLADEN

APPROX. PIPELINE ROUTE

LEGEND

BORROW AREA

BEACH FILL AREA

SCALE: 1" = 1500’

SCALE IN FEET

7501500 1500 3000

H A

R P

E R A

V E

BORROW AREA B

OFFSHORE

KURE BEACH

(SEE PLATE CN102)

G R

E E

N V

L E A

V E

DOW RD

U.S . 4

HOWEVER SUBMERGED PORTIONS OF THE DESTROYED PIER MAY REMAIN.

CAROLINA BEACH NORTH PIER WAS DESTROYED BY HURRICANE FRAN IN 1998. THE PIER HAS BEEN REBUILT, CASE SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET.

SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO

WINDOWS AND RESTRICTIONS.

ENVIRONMENTAL WINDOWS OF SECTION 01 57 20.00 10 OF THE SPECIFICATIONS FOR ENVIRONMENTAL

CAROLINA BEACH IS CONSIDERED SUITABLE NESTING HABITAT FOR SEA TURTLES. SEE PARAGRAPH, EXACT PIPELINE ROUTE.

AND A REPRESENTATIVE OF THE NORTH CAROLINA WILDLIFE RESOURCES COMMISSION TO DETERMINE THE

MENT OF PIPE, THE CONTACTOR SHALL MEET ONSITE WITH THE CONTRACTING OFFICER’S REPRESENTATIVE

TOWN OF CAROLINA BEACH IS MICHAEL CRAMER, TOWN MANAGER, PHONE NO. 910-458-2996. PRIOR TO PLACE-

NO LESS THAN 15 DAYS PRIOR TO COMMENCEMENT OF PIPELINE PLACEMENT. POINT OF CONTACT WITH THE

PIPELINE ROUTE SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL NOTIFY THE TOWN OF CAROLINA BEACH

NOTES

C A R O L I N A B E A C H

PIPELINE ROUTE

APPROX. LOCATION

Caro lina B each Harbo r

CANAL DR

SECTION 4 TANGENT 1 A.I.W.W.

AREA

BORROW

A .I.W .W . (S n o w s C u t)

C B S

D R o v ra ll-la y o u t .d g n

C A

R O

L I N

E A

C H

I N

L E

N L

A K

E P

A R

K B

L V

S. LAKE PARK BLVD

A T

L A

N T

A A

V E

STAGING AREA

LOCATION OF

APPROXIMATE

PLATE CB105PLATE CB106PLATE CB107

PLATE CB108

PLATE CB109

PLATE CB101PLATE CB102PLATE CB103

PLATE CB104

P L

A T

E C

N. FORT FISHER BLVD.

D U

N E

S K

E A

N B

L V

S. FORT FISHER BLVD.

AREA

RECREATION

AIR FORCE

FORT FISHER

K U

R E B

E A

C H

S T

K U

R E B

E A

C H

S T

C A

R O

A B

E A

C H

S T

C A

R O

A B

E A

C H

P R

O J E

V E

R V

L A

GI02

C B K

B S

D R o v ra ll-la y o u t_

.d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

P I5

POE 144+71.79

PI 139+23.71

PI 125+00.38

PI 120+00.46

PI 115+00.40

PI 110+00.35

PI 105+00.80

PI 100+00.86

PI 95+00.83

PI 89+99.98

PI 85+00.92

PI 79+99.92

PI 75+01.74

PI 70+01.25

PI 60+02.48

PI 49+98.93

PI 40+03.96

PI 30+00.82

PI 20+01.67

PI 10+01.52

POB 0+00.00

114,844.87

114,312.54

112,919.99

112,456.51

111,992.89

111,529.24

111,066.06

110,602.42

110,135.22

109,667.19

109,200.86

108,732.72

108,263.51

107,792.12

106,837.60

105,877.64

104,940.00

103,999.73

103,050.65

102,095.82

101,139.12

2,339,079.83

2,338,949.38

2,338,654.95

2,338,467.59

2,338,280.19

2,338,092.89

2,337,905.79

2,337,718.77

2,337,540.57

2,337,362.25

2,337,184.48

2,337,006.03

2,336,838.62

2,336,670.44

2,336,376.45

2,336,083.89

2,335,751.03

2,335,401.49

2,335,089.17

2,334,791.52

2,334,495.25

CAROLINA BEACH - CONSTRUCTION BASELINE KURE BEACH - CONSTRUCTION BASELINE KURE BEACH - CONSTRUCTION BASELINE

93,509.40

93,700.25

93,985.09

94,462.80

94,939.10

95,035.93

95,417.37

95,799.03

95,893.70

96,371.53

96,848.36

97,325.41

97,802.58

98,280.05

98,756.91

98,852.46

99,234.12

99,615.80

99,711.24

100,188.41

100,601.29

2,332,091.14

2,332,150.96

2,332,240.30

2,332,390.24

2,332,539.29

2,332,569.44

2,332,689.01

2,332,808.44

2,332,838.10

2,332,987.80

2,333,137.20

2,333,286.65

2,333,435.25

2,333,585.38

2,333,735.73

2,333,765.37

2,333,885.35

2,334,004.80

2,334,034.67

2,334,184.00

2,334,313.30

180+00.52

175+30.80

174+30.80

171+67.92

165+30.90

160+01.28

143+21.96

140+47.27

134+98.64

129+98.45

126+98.42

120+68.32

114+98.42

111+19.06

109+99.19

105+01.07

99+99.02

96+08.87

85+00.67

79+99.33

77+99.33

75+00.81

70+00.12

65+01.04

63+99.62

59+99.88

55+99.97

55+00.77

50+00.04

45+00.34

40+00.44

35+00.66

30+00.15

25+00.14

24+00.11

20+00.03

16+00.10

15+00.09

10+00.10

5+67.45

5+00.22

0+00.00

83,867.67

84,321.61

84,418.26

84,672.33

85,288.31

85,800.40

87,431.97

87,698.87

88,231.93

88,717.88

89,009.38

89,621.60

90,175.38

90,543.77

90,657.26

91,128.97

91,604.23

91,973.54

93,031.02

93,509.40

93,700.25

2,329,456.06

2,329,576.75

2,329,602.44

2,329,669.93

2,329,832.29

2,329,967.41

2,330,365.02

2,330,430.00

2,330,559.78

2,330,678.24

2,330,749.30

2,330,898.34

2,331,032.93

2,331,123.50

2,331,162.09

2,331,322.14

2,331,483.94

2,331,609.72

2,331,941.17

2,332,091.14

2,332,150.96

C B S

D R c o n tr o l-p la n

.d g n

CAROLINA BEACH

KURE BEACH

C B S

D R c o n tr o l-p la n

.d g n

NOTES

SHOWN ARE IN NAVD88, FEET.

CAROLINA STATE PLANE FEET, NAD83. ELEVATIONS

HORIZONTAL COORDINATES SHOWN ARE IN NORTH

P I .8

P I .7

P I .3

P I .4

P I .3

P I .8

P I .5

P I .6

P I .8

P I .9

P I .4

P I .2

P I .7

P I .9

P I .8

P I2

P I5

P I1

P I2

P I3

P I .0

U R

E B

E A

C H

P I .0

A R

O L

A B

E A

C H

P I2

P I1

P I5

P I1

P I2

P I3

P I6

P I7

P I8

P I9

P I1

P I2

P I1

P I2

P I4

P I5

P I6

P I7

P I9

P I1

PI STATION BEARING N E PI STATION BEARING N E PI STATION BEARING N E

C O

N T R

O L

C O

N S T R

U C

S E L

GI103

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

SCALE: 1" = 600’

SCALE IN FEET

600 600 1200

C A R O L I N A B E A C H

M.L.W

11 -40’ MLW

N.T.S.

DREDGING LIMITS WIDTH VARIES

SEIRAV .VELE - MOTTOB GNITSIXE

CAROLINA BEACH INLET BORROW AREA

TYPICAL SECTION

0 -

6 -

1 -

2 -

1 -

T -2

U .S

R /W L

50’

8 -

-0 .0

ROCK CGS 1918

5 3

8 4

2337000

121000

7 5

4 6

LEGEND

LIMITS OF BORROW AREA

BORING LOCATIONS

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

CBI-06-V-5

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

C B S

D R b o rr o w a re a

.d g n

-1 6.

1 SOUNDING

"7"

TIDE GAGE

INLET WATCH MARINA

"5"

"155A"

NAVIGATION AIDS

LTB B9

B B7

B B154A B B5 B B155A B B155

INLET WATCH-TB

2340761 2341869 2337288 2337893 2342639 2338117 2338372

122672 122899 121333 121320 122848 121108 122126

AND FROM ACTUAL SURVEY SHOTS

FROM MARCH 2015 AERIAL PHOTO

APPROX. SHORELINE DIGITIZED

A R D

T R

C A P

E F

E A

R S

W R

E C

CN101

ASSUMED SLOPE DURING DREDGING

C A

R O

A B

E A

C H I

N L E

T C

A R

O L

A B

E A

C H B

O R

R O

W A

R E

THE UNSUITABLE MATERIAL.

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

NOT SUITABLE FOR PLACEMENT ON THE BEACH, THE CONTRACTOR SHALL MOVE IMMEDIATLY TO ANOTHER

PLACED ON THE BEACH CONTAIN AN EXCESSIVE AMOUNT OF SILT, CLAY OR SHELL AND BE CONSIDERED

FOR BEACH FILL IS PLACED WITHIN THE PRESCRIBED SECTION. SHOULD THE MATERIAL BEING

THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE MATERIAL AVAILABLE

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

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

DESCRIPTION EASTING (FT) NORTHING (FT)

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

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM IS BEAUFORT.

18 FEBRUARY 2015.

TIDE GAGE LOCATED AT: INLET WATCH MARINA, MLW, BEAUFORT. DATUM. TOPO SURVEYED

USING D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED 13 FEBRUARY 2015 WITH DISTRICT SURVEY VESSEL "J. BUTLER",

0’ MHW = 3.82’ BEAUFORT DATUM = 1.40’ NAVD 1988.

0.0’ NAVD 1988 = +2.42’ MLW BEAUFORT DATUM.

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL MLW.

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

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

200300400500 100 0

SCALE IN FEET

SCALE: 1" = 200’

NOTES

(SEE NOTE 2)

-5

-10

-15

-20

E L E

V A

N I

N F

E E

0 50 100 150 200 250 300 350 400 450-50-100

EL 5.5

NOT TO SCALE

TYPICAL TRANSITION SECTION

(SEE NOTE 2)

(SEE NOTE 3)

CONSTRUCTION

ASSUMED SLOPE DURING

CONSTRUCTION BERM

EXISTING GROUND

(SEE NOTE 3)

CONSTRUCTION

ASSUMED SLOPE DURING

(SEE NOTE 3)

STRUCTION

DURING CON-

ASSUMED SLOPE

BASELINE

STA 118+00 TO STA 140+00

NOTES:

15H:1V

NOT TO SCALE

40’

-5

-10

-15

-20

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700-50

DISTANCE IN FEET FROM BASELINE

E L E

V A

N I

N F

E E

15H:1V

TYPICAL ROCK REVETMENT & TRANSITION SECTION

BASELINE

EXISTING GROUND

10H:1V

EL 9.5

EL 5.5

-5

-10

-15

-20

E L E

V A

N I

N F

E E

0 50 100 150 200 250 300 350 400 450-50-100

SEE TABLE 1

DISTANCE VARIES

TYPICAL BEACH SECTION

NOT TO SCALE

DISTANCE IN FEET FROM BASELINE

EL 5.5

-5

-10

-15

-20

0 50 100 150 200 250 300 350 400 450 500 550 600-50-100

VARIES

WIDTH

BERM

EL 5.5

15H:1V

VARIES

DISTANCE

TYPICAL BEACH SECTION

STATION

TABLE 1

VARIES

DIST.

EXISTING GROUND

STATIONS 40+00 TO 55+00

VARIES

STATIONS 55+00 TO 75+00

STATION

SEE TABLE 2

DISTANCE VARIES

TABLE 2

VARIES

DIST.

TABLE 2

CONSTRUCTION SEE NOTE 3

ASSUMED SLOPE DURING

SEE TABLE 3

DISTANCE VARIES

E L E

V A

N I

N F

E E

* SEE NOTES 2 & 6.

EXISTING ROCK REVETMENT (NTS, TYP)

BASELINE

STORM BERM

CONSTRUCTION BERM

EXISTING GROUND

CONSTRUCTION BERM

C B -S

D R -t y p -s e c ti o n s

.d g n

(SEE NOTE 2)

BERM *

STORM

RT. EDGE

DIST. TO

BERM *

CONST.

RT. EDGE

DIST. TO

VARIES

DIST.

TABLE 2

BERM *

CONST.

RT. EDGE

DIST. TO

DISTANCES

OFFSET

CONSTRUCTION BERM

OFFSET DISTANCES

CONSTRUCTION BERM

STORM AND

STATION

BERM *

CONST.

RT. EDGE

DIST. TO

DISTANCES

OFFSET

CONSTRUCTION BERM

TABLE 3

TABLE HEADINGS REFERRING TO RT. SIDE INDICATE SEAWARD SIDE.

LINE SHALL BE PERMITTED IN THE FINISHED SURFACE.

BERM AND DUNE GRADE AND SLOPES, AT AND ABOVE THE 5.50’ NAVD88

A VERTICAL TOLERANCE OF +/- 0.5’ ABOVE AND BELOW THE PRESCRIBED

SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER.

UPON THE DIRECTION OF THE CONTRACTING OFFICER, THE CONTRACTOR

ENVIRONMENT INCIDENT TO PLACEMENT.

CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL AND WAVE

THE PRE-CONSTRUCTION BEACH PROFILE SURVEY.

THE CONSTRUCTION BERM WILL BE THE GOVERNMENT’S INTERPRETATION OF

AT THE TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE OFFSETS OF

THESE OFFSETS WILL VARY BASED ON THE QUANTITY OF SAND TO BE PLACED

TABLES 1 - 4 ARE ESTIMATED BASED ON THE MARCH 2015 BEACH SURVEY.

THE OFFSETS OF THE CONSTRUCTION & STORM BERMS AND DUNE SHOWN IN

ELEVATIONS ARE IN FEET NAVD 88.

STA. 80+00 TO 118+00

75+00

70+00

65+00

60+00

55+00

50+00

45+00

40+00

260’

210’

172’

145’

118+00

115+00

110+00

105+00

100+00

95+00

90+00

85+00

80+00

336’

360’

325’

285’

240’

24’

105’

140+00

135+00

130+00

125+00

120+00

25’

215’

290’

270’

320’

CB301

T Y

A L S

E C

N S

C A

R O

A B

E A

C H

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

DISTANCE IN FEET FROM BASELINE

SEE TABLE 1

DISTANCE VARIES

-25 .0

-24 .5

-24 .2

-24 .1

-23 .6

-23 .5

-23 .2

-23 .1

-22 .8

-22 .7

-22 .6

-22 .4-22

-22 .2

-22 .1

-21 .8

-21 .7

-21 .5

-21 .4

-21 .3

-21 .1

-20 .7

-20 .6

-20 .5

-20 .1

-19 .9

-19 .5

-19 .4

-19 .0

-18 .7

-18 .3

-18 .0

-17 .9

-17 .6

-17 .5

-17 .2

-16 .9

-16 .8

-16 .5

-16 .1

-16 .0

-15 .7

-15 .4

-15 .3

-14 .9

-14 .7

-14 .5

-14 .1

-13 .9

-13 .5

-13 .2

-12 .6

-12 .4

-11 .7

-11 .6

-10 .9

-10 .8

-10 .2 -10

-10 .0

-9.4

-9.3

-9.3 -8.7

-8.6

-8.3

-8.2

-8.1

-8.0

-7.9

-7.8

-7.6 -7.6

-7.6

-7.5

-7.4

-7.3

-7.2

-7.1

-7.0

-6.9

-6.9 -6.8

-6.8

-6.7

-6.6

-6.5

-6.4-6.4

-6.3

-6.2

-6.1-6.0

-5.9 -5.9 -5.8

-5.7 -5.4

-5.4

-5.2-4.3 -4.1

-4.0

-3.6 -3.4

-3.3

-3.2

-3.0

-2.6

-2.2

-1.7

-1.6

-1.3

-0.8 -0.7 v

-0.3 v

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

SCALE IN FEET

0200 200 300100 100

CB101

S T

C A

R O

P L A

S T

T R A N S I T I O N

C B S

D R s it e p la n

.d g n

CAROLINA BEACH AVE. N

CANAL DRIVE

C A

P E F

E A

R B

L V

S C

A L L

O P L

A N

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

2. AERIAL PHOTO DATED: 17 MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MARCH 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

P I4

P I6

0.1 0.5

-20

0.9

1.0 1.7

1.8

2.3

2.3 2.4 2.9

3.1

3.3 3.4

3.7 3.8

3.9 4.0 4.5

4.6 4.9

5.5

6.0

6.6 6.9

7.4

7.7 8.5

9.1

9.2 9.8

10.

9 11.

11.

12.

14.

15.

16.

17.

0 18.

0 M A

T C

H L

E S

T A . 6

E E P

L A

T E C

21.

-21 .7

-21 .3

-21 .0-20

.8 -20 .7

-20 .4

-20 .3

-20 .0

-19 .7

-19 .6 -19

.5 -19 .0-19

-19 .0

-18 .4 -18

.3 -18 .2 -17

-17 .7

-17 .6 -17

-17 .1

-16 .9 -16

-16 .5

-16 .2 -15

-15 .8

-15 .5 -15

-15 .0

-14 .9 -14

-14 .3

-14 .2 -13

-13 .6

-13 .5

-12 .8

-12 .8 -12

-12 .2

-12 .1 -11

-11 .3

-11 .3 -11

-10 .7

-10 .5 -10

-9.9

-9.7 -9.6

-9.2

-9.0 -8.9

-8.4

-8.2

-8.1

-8.0

-7.9

-7.7

-7.7 -7.6

-7.6

-7.4

-7.3

-7.2

-7.1

-6.9

-6.8

-6.7

-6.6

-6.6-6.5

-6.4-6.4

-6.3 -6.3

-6.2

-6.1

-6.0

-5.9

-5.8

-5.7

-5.6

-5.5-5.5

-5.5

-5.3

-5.3 -5.2

-5.2

-4.8-4.7-4.2 -4.1

-4.0 -3.5

-3.3 -3.1

-2.8 -2.5

-2.3 -2.0

-1.5

-1.1 -0.5

-0.4 v

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

BERM - EL 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

CAROLINA BEACH AVE. N

2. AERIAL PHOTO DATED: MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MARCH 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

STORM BERM - EL 9.5’

CB102

S T

A 1+

C A

R O

P L A

C B S

D R s it e p la n

.d g n

S E

A H

O R

S E L

A N

CANAL DRIVE

O Y

S T

E R

S H

E L L L

A N

S E

A G

U L L L

A N

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

SCALE: 1" = 100’

SCALE IN FEET

0200 200 300100 100

0.0

P I7

P I8

0.6

-20

0.7 1.1

1.7

2.1 2.1

2.6 2.9

3.0 3.4

3.4 3.6

3.6 3.7

3.9 4.0

4.0 4.7

5.0 5.4

5.5 5.5

5.5

7.0

7.3 8.19.5

9.5 9.5

10.

11.

12.

13.

113.

13.

14.

15.

215.

4 16.

17.

18.

M A

T C

H L

E S

T A . 6

E E P

L A

T E C

M A

T C

H L

E S

T A

E E P

L A

T E C

-23 .2 -23

.1 -22 .9 -22

.7-22 .5

-22 .5

-22 .3

-22 .1

-22 .0-21

-21 .7

-21 .6-21

-21 .4

-21 .3

-21 .3-21

-21 .1

-21 .0

-20 .8

-20 .8-20

-20 .6

-20 .4

-20 .3

-20 .3-20

-20 .1

-19 .9

-19 .8

-19 .8-19

-19 .6

-19 .4

-19 .2

-19 .0

-18 .9

-18 .8-18

.7 -18 .7

-18 .5

-18 .4

-18 .2-18

-18 .1

-17 .9

-17 .7

-17 .7-17

.7 -17 .5

-17 .4

-17 .3

-17 .2-17

-16 .9

-16 .8

-16 .7-16

-16 .5

-16 .3-16

.3 -16 .2

-16 .1

-16 .0

-15 .6

-15 .6-15

.6 -15 .5

-15 .2

-15 .1

-15 .0

-14 .9

-14 .8

-14 .7

-14 .7 -14

-14 .2

-14 .1

-14 .0

-13 .9

-13 .7

-13 .4

-13 .3

-13 .3 -13

-13 .1

-12 .7

-12 .5-12

.5-12 .4

-12 .3

-12 .1

-11 .9-11

.8-11 .6

-11 .3

-11 .3 -11

.2-11 .1-10

.6 -10 .6

-10 .5

-10 .4

-10 .3 -9.9

-9.8 -9.8 -9.6

-9.6

-9.3-9.2-9.1 -8.9

-8.8

-8.7 -8.5 -8.5

-8.2 -8.1

-8.0

-7.8

-7.7

-7.6

-7.5

-7.5-7.5

-7.5

-7.4

-7.3

-7.3 -7.2

-7.2

-7.1 -7.1

-7.1

-7.0

-6.8

-6.7

-6.6

-6.5

-6.4

-6.4 -6.3 -6.3

-6.3

-6.2

-6.1

-6.0

-6.0 -6.0

-6.0

-5.9 -5.8

-5.8 -5.8

-5.8 -5.7

-5.7

-5.6 -5.6

-5.5-5.5

-5.4

-5.3

-5.2

-5.1

-5.0

-4.9

-4.8

-4.7

-4.6

-4.4

-4.3

-4.2

-4.1

-4.0

-3.9 -3.5

-3.3

-3.2

-3.0-2.7 -2.6

-2.5 -2.4

-2.2-2.0 -1.8

-1.4

-1.2 -1.1 -1.0

-0.4

-0.3-0.3 v

-0.1

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

SCALE IN FEET

0200 200 300100 100

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

EXIST. ROCK REVETMENT

APPROX. LOCATION

C B S

D R s it e p la n

.d g n

CB103

2. AERIAL PHOTO DATED: 17 MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MAR 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

S T

A 1+

C A

R O

P L A

P E

R W

K L E L

A N

CANAL DRIVE

S A

N D D

O L L

A R L

A N

CAROLINA BEACH AVE. N

S T

A R

H L

A N

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

P I8

P I9

P I1

S T

0.3 0.4

-20

0.7

0.7 0.9

1.31.3 1.6

1.8

1.9

2.0 2.1

2.5

2.6

3.1

3.2 3.3

3.3

3.4

3.5 3.7

3.9

4.0

4.1 4.4

4.5

5.0

5.5 5.8

8.3

8.9

9.1

9.19.4

9.5

9.5 9.5

9.7

10.

11.

12.

13.

14.

15.

215.

6 15.

15.

16.

4 16.

17.

19.

M A

T C

H L

E S

T A

E E P

L A

T E C

M A

T C

H L

E S

T A

E E P

L A

T E C

STORM BERM - EL. 9.5

-24 .7-2 4.4

-24 .3

-24 .0

-23 .8

-23 .7

-23 .6

-23 .3

-23 .2

-23 .1

-23 .0

-22 .9

-22 .8

-22 .7-22

.7 -22 .6

-22 .6

-22 .5

-22 .4

-22 .3

-22 .2

-22 .1

-22 .0

-21 .9

-21 .7

-21 .6

-21 .6-21

-21 .5

-21 .3

-21 .2

-21 .1

-21 .0

-20 .9

-20 .8

-20 .7

-20 .6

-20 .5

-20 .4

-20 .3

-20 .2

-20 .1

-20 .0

-19 .8

-19 .7

-19 .6

-19 .5

-19 .3

-19 .2

-19 .1

-19 .0

-18 .9

-18 .8

-18 .7

-18 .6

-18 .5

-18 .4

-18 .3

-18 .2

-18 .1

-17 .9

-17 .8

-17 .7

-17 .6

-17 .4

-17 .3

-17 .2

-17 .1

-16 .9

-16 .8

-16 .7

-16 .4

-16 .3

-16 .0

-15 .9

-15 .7

-15 .5

-15 .4

-15 .3

-15 .2

-15 .1

-15 .0 -14

-14 .8

-14 .6

-14 .4

-14 .2

-14 .1

-14 .0 -13

-13 .8

-13 .5

-13 .4

-13 .1

-13 .0

-12 .9-12

.8 -12 .4

-12 .4

-12 .2

-12 .2-12

.1 -11 .8

-11 .7

-11 .4

-11 .2

-11 .1

-10 .9

-10 .7

-10 .5

-10 .1

-10 .0

-9.9

-9.4

-9.3 -9.2

-9.2

-9.1

-8.7

-8.6 -8.5

-8.5

-8.4

-8.2

-8.0

-7.9 -7.8

-7.7

-7.6

-7.5

-7.4

-7.4 -7.4

-7.3

-7.2

-7.0

-6.9

-6.8

-6.7

-6.6

-6.5

-6.4

-6.3

-6.2

-6.1

-5.9

-5.8

-5.7

-5.6

-5.5

-5.4 -5.3

-5.2

-5.1

-5.0

-4.9

-4.8

-4.6

-4.5

-4.4

-4.3

-4.3 -4.2

-4.1

-3.8-3.

-3.8

-3.7 -3.4 -3.4 -3.3 -3.2

-3.2

-3.1

-2.8 -2.7-2.6

-2.6

-2.3

-2.3 -2.2-1.9

-1.8 -1.7 -1.7

-1.6

-1.3

-1.1 -1.1

-0.9

-0.9 -0.9

-0.8 -0.7

-0.7

-0.6

-0.3

-0.2 v

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

OF STAGING AREA

APPROX. LOCATION

EXIST. ROCK REVETMENT

APPROX. LOCATION

C A

R O

2. AERIAL PHOTO DATED: 17 MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MARCH 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

CB104

S T

A . 1

S T

A . 1

T R A N S I T I

O N

S T

C A

R O

P L A

S A

L T M

A R

S H L

A N

CANAL DRIVE

S E

A O

A T S L

A N

CAROLINA BEACH AVE. N

C B S

D R s it e p la n

.d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

0.0

P I1

0.1

0.2

0.3 0.6

1.1

1.2

1.3

1.3 1.4 1.6

1.8

2.1

2.4

2.5

2.8

3.4

3.8

4.4

4.9

5.5

5.7

6.5

6.7

7.0

7.2

7.4

8.1

8.2

8.3

8.5

8.6

9.2

9.3

9.5

9.6

9.7

10.

11.

13.

14.

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100’

SCALE IN FEET

0200 200 300100 100

M A

T C

H L

E S

T A

E E P

L A

T E C

-20

HORIZONTAL SCALE: 1" = 100’

VERTICAL SCALE: 1" = 20’

100 100 200 300

20 20 40 60

SCALE IN FEET

SEE TYPICAL SECTIONS PLATE CB301.

BERM OFFSETS DISTANCES AND WIDTHS

NOTE: FOR CONSTRUCTION & STORM

-10

-20 0 100 200 300 400 500 600 700

40+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

45+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

50+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

55+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

60+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

65+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

70+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

75+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

80+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

85+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

90+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

95+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

100+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

105+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

110+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

115+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

120+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

125+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

130+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

135+00

-10

-20

-10

-20 0 100 200 300 400 500 600 700

139+50

-10

-20

E le v a ti o n F

CONSTRUCTION BASELINE (typ.)

CB302

TOLERANCE (DASHED)

MAXIMUM ALLOWABLE

STORM BERM (TYP.)

EL. 9.5

10H : 1V (TYP)

ROCK REVETMENT (TYP.)

APPROX. LOCATION

S T

C R

O S S

S E

C T

N S

C A

R O

A C

C D S

D R c ro s s s e c ti o n s .d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

15H : 1V (typ.)

ASSUMED SLOPE

BERM (typ.)

CONSTRUCTION

(typ.)

BEACH FILL

(typ.)

EXISTING GROUND

EL. 5.5

0500 500 1000 1500

-45

-4

-45

-4

-4 5-4

-4

-45

-4

-44

-4

-43

-4

-40

-4

-40

-4

-40

-4

-35

-3

-30

-3

-30

-3

-30

-2

-28

SCALE IN FEET

SCALE: 1" = 500’

NOT TO SCALE

WIDTH

DREDGING LIMITS

BOTTOM

EXISTING

NOTES

5H:1V

ASSUMED

:1VASS

UMED

VARIES

NAVD88

SEE TABLE 1

EL. VARIES

EASTINGPT.NORTHING

CBV-17

CBV-18

CBV-28

KBV-1

KBV-10

KBV-11

KBV-12

KBV-12-01

KBV-12-02 KBV-12-03

KBV-12-05

KBV-12-06

KBV-12-07

KBV-12-08

KBV-12-09

KBV-12-10 KBV-12-11 KBV-12-12 KBV-12-13 KBV-12-14

KBV-12-15

KBV-12-16

KBV-12-17

KBV-12-18KBV-12-19

KBV-12-20

KBV-12-21

KBV-12-22KBV-12-23KBV-12-24KBV-12-25

KBV-12-26

KBV-12-27

KBV-12-28 KBV-12-29

KBV-12-30 KBV-12-31 KBV-12-32

KBV-12-33

KBV-12-34

KBV-12-35 KBV-12-36 KBV-12-37

KBV-12-38

KBV-12-39

KBV-12-40KBV-12-41KBV-12-42

KBV-12-43

KBV-12-44

KBV-12-45 KBV-12-46

KBV-12-47

KBV-12-48

KBV-12-49KBV-12-50

KBV-12-51

KBV-12-52

KBV-12-53

KBV-2

KBV-3

KBV-36

KBV-37

KBV-38

KBV-39

KBV-4

KBV-40

KBV-41

KBV-42

KBV-43

KBV-44

KBV-45

KBV-46

KBV-48

KBV-49

KBV-5

KBV-50

KBV-6

KBV-7

KBV-8

KBV-9

Z O

N E B -4 -1

Z O

N E B -4 -2

Z O

N E B -4 -3

Z O

N E B -4 -5

Z O

N E B -4 -4

ZONE B-2

ZONE B-1-1

ZONE B-1-2

O N

E B -1 -3

Z O

N E B -1 -4

ZONE B-1-5

ZONE B-1-6

ZONE B-1-7

ZONE B-1-8

ZONE B-1-9

Z O

N E B -1 -1

Z O

N E B -1 -1

Z O

N E B -1 -1

Z O

N E B -3 -1

Z O

N E B -3 -2

ZONE COORDINATES

BORROW AREA

ELEV. OF DREDGING LIMITS

TABLE 1

ZONE

(Beaufort)

ELEV.MLW

B-1-12

B-1-1 thru -50’

B-2 -40’

B-3-1 & B-3-2 -45’

-45’ B-4-5

B-4-1 thru

TYPICAL SECTION

O F F S

H O

R R

E A

R R

E A

CN102

2,347,206

2,348,959

2,350,426

2,351,228

2,345,748

2,343,000

2,342,982

2,347,692

2,348,295

2,341,750

2,342,131

2,343,993

2,346,017

2,347,015

2,347,505

2,349,674

2,350,289

2,348,470

2,349,427

2,350,563

2,350,750

2,350,690

2,350,752

2,351,070

2,351,016

2,352,339

2,352,723

2,352,015

2,350,670

2,349,841

2,346,372

2,347,379

2,347,382

2,346,638

2,345,507

2,341,124

2,341,374

2,341,549

2,343,018

2,344,025

2,345,327

2,345,660

2,345,466

2,344,964

2,343,986

2,341,743

2,341,348

2,341,104

110,471

106,079

107,654

109,881

109,098

109,148

108,455

107,984

107,255

108,630

108,503

108,646

108,530

109,494

108,982

108,560

108,440

106,516

105,670

105,529

106,207

106,880

107,350

107,603

108,298

107,515

107,965

109,001

110,500

110,883

111,361

111,365

111,777

112,563

112,858

110,046

109,192

108,894

110,003

109,997

109,989

111,670

113,127

113,225

112,984

112,005

111,669

111,015

KBV-12-04

NC STATE PLANE FEET

COORDINATES EXPRESSED IN

K B S

D R b o rr o w s it e p la n 1_

.d g n

TIDE GAGE LOCATION: INLET WATCH MARINA

DATE OF SURVEY: 26 APRIL 2013.

HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL "SANDERSON" USING DGPS

ï»¿VERTICAL DATUM NAVD88; 0’ NAVD 1988 = +2.42´� MLW BEAUFORT DA

HORIZONTAL DATUM NAD 1983.

THE BORROW AREA.

CONTRACTING OFFICER OF THE LOCATION OF THE UNSUITABLE MATERIAL WITHIN

IMMEDIATELY TO A DIFFERENT ZONE WITHIN THE BORROW AREA AND NOTIFY THE

SUITABLE FOR PLACEMENT ON THE BEACH, THE CONTRACTOR SHALL MOVE

AMOUNT OF SILT, CLAY, SHELL OR LARGE PARTICLES AND BE CONSIDERED NOT

SHOULD THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN EXCESSIVE

GRAIN SIZE WITH NO MORE THAN 10% BY WEIGHT PASSING THE NO. 200 SIEVE.

SECTION. THIS MATERIAL SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM)

MATERIAL AVAILABLE FOR BEACH FILL IS PLACED WITHIN THE PRESCRIBED

THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE

SUITABLE MATERIAL REMAINS.

ZONE. NOTE THAT ZONES B-1-6 & B-1-7 WERE UTILIZED IN MARCH 2013.

OFFICER, THE CONTRACTOR SHALL PROCEED TO DREDGE IN ANOTHER

WITHIN THAT ZONE OR WHEN DIRECTED BY THE CONTRACTING

BEGIN DREDGING IN THAT AREA. UPON DEPLETION OF SUITABLE MATERIAL

THE CONTRACTOR SHALL SELECT ONE OF THE IDENTIFIED ZONES AND

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

No.1

TYPICAL STORM DRAIN TIE-DOWN SUPPORTS

No.2

(24 " O

ECI

FIE

(N.T.S)

FOR 24" & 30" PIPE EXTENSIONS SHOWN ON CB109

EXISTING GROUND

PLASTIC

(TYP.) PER CONNECTION.

STEEL BOLTS w/NUT & WASHERS

" GALV.2

FASTEN WITH TWO

PRESSURE TREATED 2x6

(TYP.)

PRE-NOURISHED GROUND

POST BURIED 6 FT. BELOW

PRESSURE TREATED 6x6

STATION

BERM

STORM

LT. SIDE

DIST. TO

*** - TRANSITION SECTION

BERM

CONST.

WIDTH

ELEV. 5.5

TABLE 2

STATION

BERM

LT. EDGE

DIST. TO

SOUTH BEACH FILL AREA

STATION

BERM

LT. EDGE

DIST. TO

TABLE 1

NORTH BEACH FILL AREA

OFFSET DISTANCES

TRANSITION BERM

CONSTRUCTION AND

CONSTRUCTION

ASSUMED SLOPE DURING

BERM WIDTHS

DISTANCES & CONST.

STORM BERM OFFSET

0 100-100-200-300-400

-10

-20

-25

0 100-100-200-300-400

-10

-20

-25

(SEE NOTE 2)

15H :1V

(SEE NOTE 2)

ELEV. 8.0

H:1

25’

NOT TO SCALE

EXISTING GROUND

AND TRANSITION BERM

TYPICAL SECTION CONSTRUCTION

W/STORM BERM (8.0 NAVD88)

TYPICAL BEACH SECTION

VARIES

DISTANCE

SEE TABLE 2

DISTANCE VARIES

NOT TO SCALE

TABLE 2

VARIES

WIDTH

STATIONS 142+50 TO 155+00 AND 166+50 TO 170+00

STATIONS 15+00 TO 75+00 AND 125+00 TO 142+50 AND 170+00 TO 180+00

BASELINE

EXISTING GROUND

CONSTRUCTION BERM

SLOPE INTERCEPT

STORM BERM

DISTANCE IN FEET FROM BASELINE

E L E

V A

N I

N F

E E

DISTANCE IN FEET FROM BASELINE

CONSTRUCTION

ASSUMED SLOPE DURING

CONSTRUCTION BERM

SLOPE INTERCEPT

170+00

166+00

165+00

160+00

155+00

150+00

143+00

68’

120’

98’

99’

106’

SLOPE

0 100-100-200-300-400

-10

-20

-25 C S

15H :1V

ELEV. 5.5

(SEE NOTE 2)

15H :1V

ELEV. 5.5

ELEV. 8.0

H:1

25’

ELEV. 12.5

50’ 45’

TYPICAL BEACH SECTION W/DUNE (12.5 NAVD88)

NOT TO SCALE

H:1

EXISTING GROUND

CONSTRUCTION BERM

STORM BERM

DUNE

VARIES (MAX. 25’)

SEE NOTE 3

145’ BASELINE

-500

E L E

V A

N I

N F

E E

E L E

V A

N I

N F

E E

DISTANCE IN FEET FROM BASELINE

CONSTRUCTION

ASSUMED SLOPE DURING

* SEE NOTES 2 & 7.

SEE DETAIL A

STATIONS 155+00 TO 166+50

BASELINE

DISTANCE VARIES - SEE TABLE 1

CB303

75+00

70+00

65+00

60+00

55+00

50+00

45+00

40+00

35+00

30+00

25+00

20+00

15+00

151’

208’

192’

172’

168’

165’

190’

220’

210’

187’

182’

175’

135’

180+00

175+00

172+00

170+00

166+00

165+00

160+00

155+00

150+00

143+00

140+00

135+00

130+00

125+00

43’

108’

149’

191’

244’

251’

250’

216’

188’

SEE TABLE

VARIES

K U

A L

S E

C T

N S

K B S

D R ty p s e c ti o n s

.d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

* SEE NOTES 2 & 7.

NOTES:

5H :1V

EL. 12.5’

25’ DUNE AT

EXIST. GND

DETAIL A

(SEE NOTE 3).

DUNE WIDTH W/BACKSLOPE

DETAIL SHOWING FULL 25’

BASELINE

INCREASED EROSION, LANDWARD BACKSLOPE SHALL BE 5H:1V. SEE DETAIL A.

IF AT TIME OF CONSTRUCTION A FULL 25’ DUNE WIDTH IS REQUIRED DUE TO

ENVIRONMENT INCIDENT TO PLACEMENT.

CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL AND WAVE

SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER.

UPON THE DIRECTION OF THE CONTRACTING OFFICER, THE CONTRACTOR

LINE SHALL BE PERMITTED IN THE FINISHED SURFACE.

BERM AND DUNE GRADE AND SLOPES, AT AND ABOVE THE 5.50’ NAVD88

A VERTICAL TOLERANCE OF +/- 0.5’ ABOVE AND BELOW THE PRESCRIBED

TABLE HEADINGS REFERRING TO LT. SIDE INDICATE SEAWARD SIDE.

ELEVATIONS ARE IN FEET NAVD 88.

THE PRE-CONSTRUCTION BEACH PROFILE SURVEY.

THE CONSTRUCTION BERM WILL BE THE GOVERNMENT’S INTERPRETATION OF

AT THE TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE WIDTH OF

THESE WIDTHS WILL VARY BASED ON THE QUANTITY OF SAND TO BE PLACED

TABLES 1 & 2 ARE ESTIMATED BASED ON THE MAY 2015 BEACH SURVEY.

THE WIDTH OF THE CONSTRUCTION & STORM BERMS AND DUNE SHOWN IN

-21 .1’-20

.9’ -20 .8’

-20 .4’

-20 .2’

-20 .0’-19

.9’ -19 .8’

-19 .8’ -19

.7’ -19 .6’

-19 .4’

-19 .3’

-19 .1’

-19 .0’

-18 .8’

-18 .7’

-18 .6’

-18 .1’

-18 .0’ -17

.6’-17 .5’

-17 .5’

-16 .9’

-16 .8’

-16 .3’

-16 .2’

-15 .6’

-15 .4’

-14 .9’

-14 .7’

-14 .6’

-14 .1’

-14 .0’

-13 .8’

-13 .3’

-13 .2’

-12 .4’

-12 .3’

-11 .6’

-11 .4’

-10 .8’

-10 .7’

-10 .6’

-10 .1’

-9.9

-9.5

-9.1

-8.8

-8.4

-8.1

-7.8

-7.7

-7.6

-7.4

-7.2

-7.1

-6.9

-6.8

-6.7

-6.6

-6.5

-6.4 ’-6.4

’-6.4

-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

-4.9

-4.8

-4.8 ’ -4.5

’-4.0

-3.9

-3.3

-3.2

-2.9

-2.0

-1.9

-0.8

-0.6

-0.4 v v

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

SCALE IN FEET

0200 200 300100 100

M A

T C

H L

E S

T A . 3

CB105

S E

E P

L A

T E C

S. LAKE PARK BLVD

O C

E A

N B

L V

A L

A B

A M

A A

V E

K B S

D R s it e p la n 1N

.d g n

T R A N S I T I O N

S T

BOWFIN LANE

S T

K U

P L A

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

2. AERIAL PHOTO DATED: 17 MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MARCH 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

0.6

-20

0.9

1.1

2.0

2.2

2.5

2.9

3.1

3.8

3.9

4.1

4.3

4.5

4.6

4.8

5.0

5.1

5.5

6.9

7.2

7.6

8.2

8.9

9.1

9.3

10.

4’

11.

5’

11.

6’

12.

5’

12.

9’

13.

0’

13.

3’

13.

3’

13.

6’

13.

7’

13.

8’

13.

9’

14.

6’

14.

8’

15.

1’

15.

5’

15.

9’

16.

0’

16.

7’

17.

8’

P I3

P I2

P I1

-20 .7’

-19 .9’

-19 .8’

-19 .3’

-19 .2’

-18 .9’

-18 .7’

-18 .5’

-18 .2’

-18 .0’

-18 .0’ -17 .8’

-17 .7’

-17 .5’

-17 .2’

-17 .0’

-16 .6’

-16 .5’

-16 .1’

-16 .0’

-15 .8’

-15 .7’

-15 .5’

-15 .2’

-15 .0’

-14 .9’

-14 .4’

-14 .2’

-13 .8’

-13 .7’

-13 .4’

-13 .3’

-12 .9’

-12 .7’

-12 .6’

-12 .2’

-12 .0’

-11 .7’

-11 .4’

-11 .3’

-10 .8’

-10 .7’

-10 .5’

-10 .2’

-9.9

-9.7

-9.4

-9.0

-8.9

-8.6

-8.2

-8.1

-7.7

-7.6

-7.5

-7.4

-7.2

-7.1

-6.9

-6.8

-6.7

-6.6

-6.5

-6.4

-6.3 ’-6.3

-6.1

-6.0

-5.9

-5.7

-5.6

-5.5

-5.4 ’-5.1

-5.0

-4.8

-4.7

-4.5

-4.3

-3.9

-3.8

-3.4

-3.3

-3.2

-2.4

-2.3

-1.8

-1.3

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

-0.9 v

-0.1

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

SCALE IN FEET

0200 200 300100 100

M A

T C

H L

E S

T A . 5

S E

E P

L A

T E C

M A

T C

H L

E S

T A . 3

K B S

D R s it e p la n

.d g n

CB106

S E

E P

L A

T E C

C B

N. FORT FISHER BLVD.

K U

R E V

L A

G E W

A Y

M Y

R T L E A

V E

A L

A B

A M

A A

V E

S T

K U

P L A

O C

E A

N V

W L

A N

S E

A L

A N

E W

A Y

E X

" H

D P

E P

E O

N P

E S

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

2. AERIAL PHOTO DATED: 17 MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MARCH 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

0.1

-20

1.2

1.5

1.9

2.4

2.7

3.0

3.2

3.3

4.1

4.8

4.9

5.0

5.2

5.4

6.2

7.4

8.7

8.9

9.2

12.

1’

12.

6’

12.

7’

12.

7’

13.

1’

13.

2’

13.

3’

13.

7’

13.

8’

13.

8’

13.

8’

14.

4’

14.

6’

14.

7’

14.

9’

15.

0’

15.

2’

15.

2’

15.

8’

16.

1’

20.

1’

21.

6’

P I5

P I4

P I3

-19 .8’

-19 .7’

-19 .6’-19

.6’ -19 .2’

-19 .2’

-18 .9’

-18 .8’-18 .7’

-18 .6’

-18 .4’

-18 .3’

-18 .1’

-18 .0’

-17 .9’

-17 .8’

-17 .5’

-17 .4’

-17 .2’

-17 .0’

-16 .9’

-16 .7’

-16 .5’

-16 .4’

-16 .0’

-15 .7’

-15 .5’

-15 .0’

-14 .9’

-14 .7’

-14 .2’

-14 .1’

-13 .4’

-13 .3’

-13 .2’

-12 .6’

-12 .5’

-12 .3’

-11 .7’

-11 .3’

-10 .8’

-10 .7’

-10 .5’

-9.9

-9.5

-9.2

-9.0

-8.7

-8.4

-8.2

-8.0

-7.7

-7.6

-7.5

-7.4

-7.3

-7.2

-7.1

-7.0

-6.9

-6.9 ’ -6.8

-6.8

-6.7

-6.6

-6.5

-6.4

-6.2

-6.1

-5.8

-5.7

-5.6

-5.5

-5.4

-5.3 ’-5.1

-5.0

-5.0 -4.8

-4.7

-4.5

-4.3

-4.2

-3.9

-3.3

-2.7

-2.4

-2.0

-1.3

-0.4 v v

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

SCALE IN FEET

0200 200 300100 100

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

M A

T C

H L

E S

T A . 5

S E

E P

L A

T E C

CB107

K B S

D R s it e p la n

.d g n

.DVLB REHSIF

TROF .

K U

R E D

U N

E S S

E A

W A

T C

H W

O T T E

R S C

N A

V E

M A

V E

S T

T R A N S I T I O N

S T

K U

P L A

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

2. AERIAL PHOTO DATED: 17 MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 31 MARCH 2015. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

0.1

0.4

-20

1.7

1.8

1.9

3.1

3.2

3.8

4.9

5.2

5.4

5.55.8

6.2

7.1

8.9

9.2

9.7

12.

1’

12.

7’

12.

7’

12.

9’ 13.

3’

13.

5’ 13.

8’

14.

4’

14.

4’ 14.

5’ 14.

6’

14.

6’

14.

7’

14.

9’

15.

1’

15.

1’

15.

8’

16.

2’

16.

3’

16.

8’

17.

5’

17.

7’

P I8

P I7

P I6

P I5

-23 .7’

-23 .4’

-23 .0’

-22 .7’

-22 .4’

-22 .0’

-21 .7’

-21 .6’-21

.4’ -21 .3’

-21 .3’

-21 .2’

-21 .0’

-20 .9’

-20 .8’

-20 .7’

-20 .6’

-20 .5’

-20 .4’

-20 .3’

-20 .0’

-19 .9’

-19 .9’-19

.9’

-19 .7’

-19 .5’-19

.5’

-19 .5’

-19 .4’

-19 .2’

-19 .0’

-18 .9’

-18 .6’

-18 .5’

-18 .3’

-18 .2’

-18 .1’

-17 .8’

-17 .7’

-17 .6’

-17 .2’

-17 .1’

-17 .0’

-16 .7’

-16 .5’

-16 .4’

-16 .3’

-16 .2’

-15 .9’

-15 .8’

-15 .6’-15

.4’

-15 .2’

-15 .1’-15

.1’

-15 .0’

-14 .4’

-14 .3’

-14 .3’ -13

.7’

-13 .6’

-13 .5’

-13 .4’ -12

.9’

-12 .8’

-12 .7’

-12 .6’

-12 .4’ -12

.1’

-11 .9’

-11 .8’

-11 .5’ -11

.3’

-11 .1’

-11 .0’

-10 .9’

-10 .4’

-10 .2’

-10 .1’

-9.6

-9.5

-9.4

-9.1

-8.9

-8.8

-8.7

-8.4

-8.2

-8.1

-7.9

-7.7

-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

-5.6 ’ -5.4

-5.4

-5.3

-5.2

-5.0

-4.9

-4.8

-4.7

-4.6

-4.4

-4.3

-4.2

-4.1

-4.0

-3.8

-3.7

-3.4

-3.3

-3.2

-2.3

-1.8

-1.6

-1.5

-0.8

INV. UNKNOWN

GRATE

-0.5 v

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

SCALE IN FEET

0200 200 300100 100

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

CB108

STORM BERM - EL. 8.0’

T R A N S I T I O N

S T

A 0 S T

D A

O A

W A

T E

R O

A K C

O U

R T

SOUTH FORT FISHER BLVD

P R

E S

E N

T D

A V

V E

NO INV. FOUND

STORM DRAIN

S T

K U

P L A

K B S

D R s it e p la n 1S

.d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

2. AERIAL PHOTO DATED: MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 5 MAY 2014. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

0.1

0.2 v

0.5

-20

1.1

1.3

1.8

1.9

2.0

2.8

2.9

3.3

3.6

4.6

4.8

5.1

5.4

5.5

5.7

6.2

6.3

6.4

6.6

7.4

8.0

8.3

8.5

8.6

8.7

9.0

9.2

9.7

M A

T C

H L

E S

T A . 1

S E

E P

L A

T E C

10.

5’

11.

0’

11.

4’

11.

6’

12.

7’

12.

9’

13.

0’

13.

3’

13.

3’

13.

4’

13.

4’

13.

4’

13.

4’

13.

5’

13.

5’

13.

6’13.

6’

13.

7’

13.

7’

13.

8’

13.

8’

13.

9’

14.

0’

14.

0’

14.

0’

14.

0’

14.

0’

14.

1’

14.

1’

14.

2’

14.

2’

14.

3’

14.

3’

14.

3’

14.

3’

14.

5’

14.

5’

14.

6’

14.

9’

15.

2’

15.

9’

16.

2’

16.

8’

17.

0’

P I1

-22 .8’-22

.7’

-22 .6’

-22 .5’

-22 .4’

-22 .3’

-22 .2’

-22 .2’-22

.0’

-21 .9’

-21 .8’

-21 .8’-21

.8’ -21 .6’

-21 .6’

-21 .4’

-21 .3’

-21 .2’

-20 .9’

-20 .7’

-20 .6’

-20 .5’

-20 .4’

-20 .3’

-20 .1’

-20 .1’ -20

.0’

-19 .9’

-19 .8’

-19 .7’

-19 .6’

-19 .5’

-19 .4’

-19 .3’

-19 .2’

-19 .0’

-18 .9’

-18 .8’

-18 .7’

-18 .5’

-18 .4’

-18 .3’

-18 .2’

-18 .1’

-18 .0’

-17 .9’

-17 .8’

-17 .7’

-17 .6’

-17 .5’

-17 .3’

-17 .2’

-17 .1’

-17 .0’

-16 .9’

-16 .7’

-16 .6’

-16 .5’

-16 .3’

-16 .0’

-15 .9’

-15 .7’

-15 .6’

-15 .5’

-15 .4’

-15 .2’

-15 .0’

-14 .9’

-14 .7’

-14 .5’

-14 .3’

-14 .2’

-14 .0’

-13 .9’

-13 .7’

-13 .6’

-13 .4’

-13 .1’

-13 .0’

-12 .8’

-12 .6’

-12 .4’

-12 .3’

-12 .0’

-11 .8’

-11 .5’

-11 .3’

-11 .2’

-11 .1’

-11 .0’

-10 .7’

-10 .5’

-10 .3’

-10 .2’

-10 .0’

-9.9

-9.4

-9.2

-9.1

-8.7

-8.6

-8.5

-8.4

-8.3

-8.2

-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

-6.1

-6.0

-5.9

-5.8 ’-5.8

-5.7

-5.6

-5.4

-5.3

-5.2

-5.1

-5.0

-4.9 ’-4.9

-4.8

-4.7

-4.7 ’-4.7

-4.6

-4.6 ’-4.4

-4.3

-4.2

-4.2 ’-4.2

-4.1

-4.0

-3.9

-3.8

-3.7

-3.6

-3.3

-3.1

-2.9

-2.6

-2.2

-1.8

-1.6

-1.2

-1.0

-0.7 v

BASELINE

BEACH FILL

EXISTING CONTOURS

LEGEND

IF VEHICLE ACCESS (V)

PUBLIC BEACH ACCESS (STAR)

SCALE: 1" = 100’

L O

P E

(E X

T E

N D

" C

P P

SCALE IN FEET

0200 200 300100 100

BERM - EL. 5.5’

TOP OF SLOPE

OF SLOPE

APPROX. TOE

M A

T C

H L

E S

T A . 1

S E

E P

L A

T E C

DUNE - EL. 12.5’

CB109

E R

F R

O N

C R

S L

A N

H O

W A

R D

S H

A S

S E

M B

L Y W

A Y A

V E

C A

M P W

Y A

T T C

S. FORT FISHER BLVD.

STORM DRAIN (E

T E

N D

C P

INVERT UNKNOWN

X T

E N

STORM DRAIN

STORM BERM - EL. 8.0’

S T

K U

P L A

L O

P E

K B S

D R s it e p la n S .d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

2. AERIAL PHOTO DATED: MARCH 2015. COPYRIGHT DIGITAL GLOBE 2015.

AND ARE DATED 5 MAY 2014. VERTICAL DATUM IS NAVD88.

1. BEACH PROFILE SURVEYS WERE PROVIDED BY NEW HANOVER COUNTY, NC

NOTES:

’ E

X T

E N

0.0

0.2

-20

0.9

1.7

1.8

1.9

2.0

5.5 2.5

2.7

3.1

3.5

3.6

3.7

3.9

4.0

4.2

12.5

4.6

4.9

5.0

5.1

5.2

5.4

5.5

5.6

6.0

6.5

7.4

7.6

7.9 ’8.0

8.0

8.4

8.7

9.6

9.8

10.

6’

11.

0’

12.

2’

12.

4’

12.5

12.

5’

12.

6’

12.

8’

12.

9’

13.

0’

14.

0’

14.

4’

14.

7’

14.

7’

15.

3’

15.

3’

15.

3’

15.

8’

16.

3’16.

6’

P I1

HORIZONTAL SCALE: 1" = 100’

VERTICAL SCALE: 1" = 20’

100 100 200 300

20 20 40 60

SCALE IN FEET

SEE TYPICAL SECTIONS PLATE CB303.

BERM OFFSETS DISTANCES AND WIDTHS

NOTE: FOR CONSTRUCTION & STORM

-10

-20 0-100-200-300-400-500

15+00

-10

-20

-10

-20 0-100-200-300-400-500

20+00

-10

-20

-10

-20 0-100-200-300-400-500

25+00

-10

-20

-10

-20 0-100-200-300-400-500

30+00

-10

-20

-10

-20 0-100-200-300-400-500

35+00

-10

-20

-10

-20 0-100-200-300-400-500

40+00

-10

-20

-10

-20 0-100-200-300-400-500

45+00

-10

-20

-10

-20 0-100-200-300-400-500

50+00

-10

-20

-10

-20 0-100-200-300-400-500

55+00

-10

-20

-10

-20 0-100-200-300-400-500

60+00

-10

-20

-10

-20 0-100-200-300-400-500

65+00

-10

-20

-10

-20 0-100-200-300-400-500

70+00

-10

-20

-10

-20 0-100-200-300-400-500

75+00

-10

-20

E le v a ti o n F

CB304

s e c ti o n s

.d g n

K B S

D R N o rt h c ro s s

CONSTRUCTION BASELINE (typ.)

(typ.)

BEACH FILL

(typ.)

EXISTING GROUND

15H : 1V (typ.)

ASSUMED SLOPE

S T

K U

O S S

S E

C T

N S

TOLERANCE (DASHED)

MAXIMUM ALLOWABLE

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

C T

BERM (typ.)

CONSTRUCTION

HORIZONTAL SCALE: 1" = 100’

VERTICAL SCALE: 1" = 20’

100 100 200 300

20 20 40 60

SCALE IN FEET

SEE TYPICAL SECTIONS PLATE CB303.

BERM OFFSETS DISTANCES AND WIDTHS

NOTE: FOR CONSTRUCTION & STORM

-10

-20 0-100-200-300-400-500

125+00

-10

-20

-10

-20 0-100-200-300-400-500

130+00

-10

-20

-10

-20 0-100-200-300-400-500

135+00

-10

-20

-10

-20 0-100-200-300-400-500

140+00

-10

-20

-10

-20 0-100-200-300-400-500

145+00

-10

-20

-10

-20 0-100-200-300-400-500

150+00

-10

-20

-10

-20 0-100-200-300-400-500

155+00

-10

-20

-10

-20 0-100-200-300-400-500

160+00

-10

-20

-10

-20 0-100-200-300-400-500

165+00

-10

-20

-10

-20 0-100-200-300-400-500

170+00

-10

-20

-10

-20 0-100-200-300-400-500

175+00

-10

-20

-10

-20 0-100-200-300-400-500

180+00

-10

-20

E le v a ti o n F

CB305

CONSTRUCTION BASELINE (typ.)

BERM (typ.)

CONSTRUCTION

(typ.)

BEACH FILL

(typ.)

EXISTING GROUND

15H : 1V (typ.)

ASSUMED SLOPE

S T

K U

O S S

S E

C T

N S

TOLERANCE (DASHED)

MAXIMUM ALLOWABLE

EL. 9.5 (TYP.)

STORM BERM

SLOPE

10H : 1V

SLOPE

10H : 1V

(TYP.)

DUNE EL. 12.5

K B S

D R S o u th c ro s s s e c ti o n .d g n

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

NUMBER

PLATE

D J

J T

J U

N E

C B

N O

U N

T Y

N O

R O

A C

A R

O L

A C

H S T

M A

D U

C T

O J E

Storm Damage Reduction Project Carolina Beach & Kure Beach

G101 Index Of Drawings Project Vicinity Map and Location Maps

G102 Project Overview Plan

G103 Construction Baseline Plan

CN101 Carolina Beach Borrow Area Carolina Beach Inlet

CB301 Carolina Beach Typical Sections

CB101 Carolina Beach Site Plan Sta. 40+00 to Sta. 63+00

CB102 Carolina Beach Site Plan Sta. 63+00 to Sta. 91+00

CB103 Carolina Beach Site Plan Sta. 91+00 to Sta. 119+00

CB104 Carolina Beach Site Plan Sta.119+00 to Sta. 140+00

CB302 Cross Sections Sta. 40+00 to Sta. 139+50

CN102 Kure Beach Borrow Area Offshore Borrow Area "B"

CB303 Kure Beach Typical Sections

CB105 Kure Beach Site Plan Sta. 15+00 to Sta. 33+00

CB106 Kure Beach Site Plan Sta. 33+00 to Sta. 58+00

CB107 Kure Beach Site Plan Sta. 58+00 to Sta. 75+00

CB108 Kure Beach Site Plan Sta. 125+00 to Sta. 152+50

CB109 Kure Beach Site Plan Sta. 152+50 to Sta. 180+00

CB304 Kure Beach Cross Sections Sta. 15+00 to Sta. 75+00

CB305 Kure Beach Cross Sections Sta. 125+00 to Sta. 180+00

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