CSRM_CB_KB_RTA_PLANS.pdf

PDF 27 MB Posted Aug 8, 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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B1_-_CB-KB_Bid_Opening_Attendance_Sheet.pdf	PDF	Nov 7, 2018
B1_-_IFB_Abstract_CB-KB_Dredging_signed.pdf	PDF	Nov 7, 2018
Kure_Beach_Borrow_B_Vibracore_soils_data.pdf	PDF	Oct 30, 2018
W912PM18B0007_Amd_6.pdf	PDF	Oct 29, 2018
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A21_-_W912PM18B0007_Amend_005.pdf	PDF	Oct 24, 2018
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A21_-_W912PM18B0007_Amend_004_Conformed_Copy.pdf	PDF	Sep 14, 2018
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Amend_003_CC.pdf	PDF	Sep 10, 2018
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RTA_SPECS.pdf	PDF	Aug 8, 2018

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of Engineers

US Army Corps

Wilmington District

G000

C O

V E

R S

H E

E T

CAROLINA BEACH & KURE BEACH

COASTAL STORM RISK MANAGEMENT

NEW HANOVER COUNTY, NORTH CAROLINA

C B

K B

C o v e r2

.d g n

CONTRACT NO.:

SOLICITATION NO.: W912PM18B0007

ISSUE DATE: AUGUST 2018

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

E S

D R

A W

G T

L E

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

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T A

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T O

R M R

K M

A N

A G

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H A

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W P

Approval Recommended: *

Approved: *

DATE

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

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

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,

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

19 JUNE 2018

PROJECT

CAROLINA BEACH CROSS SECTIONS - STA. 126+00 TO STA. 140+00

CAROLINA BEACH CROSS SECTIONS - STA. 108+00 TO STA. 124+00

CAROLINA BEACH CROSS SECTIONS - STA. 90+00 TO STA. 106+00

CAROLINA BEACH CROSS SECTIONS - STA. 72+00 TO STA. 88+00

CAROLINA BEACH CROSS SECTIONS - STA. 54+00 TO STA. 55+00

CAROLINA BEACH CROSS SECTIONS - STA. 36+00 TO STA. 52+00

CAROLINA BEACH CROSS SECTIONS - STA. 18+00 TO STA. 34+00

CAROLINA BEACH CROSS SECTIONS - STA. 0+00 TO STA. 16+00

CAROLINA BEACH TYPICAL SECTIONS

CAROLINA BEACH SITE PLAN - STA. 128+75 TO STA. 140+00

CAROLINA BEACH SITE PLAN - STA. 100+50 TO STA. 128+75

CAROLINA BEACH SITE PLAN - STA. 72+00 TO STA. 100+50

CAROLINA BEACH SITE PLAN - STA. 27+70 TO STA. 55+00

CAROLINA BEACH SITE PLAN - STA. 0+00 TO STA. 27+70

CAROLINA BEACH GENERAL PLAN

CAROLINA BEACH INLET BORROW AREA

CAROLINA BEACH PROJECT

CONSTRUCTION BASELINE CONTROL

PROJECT OVERVIEW PLAN

INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS

COVER SHEET

CAROLINA BEACH KURE BEACH SURVEY LAYOUT PLAN

KURE BEACH CROSS SECTIONS - STA. 170+00 TO STA. 180+00

KURE BEACH CROSS SECTIONS - STA. 152+00 TO STA. 168+00

KURE BEACH CROSS SECTIONS - STA. 135+00 TO STA. 150+00

KURE BEACH CROSS SECTIONS - STA. 28+00 TO STA. 38+00

KURE BEACH CROSS SECTIONS - STA. 11+00 TO STA. 26+00

KURE BEACH TYPICAL SECTIONS

KURE BEACH SITE PLAN - STA. 153+30 TO STA. 180+00

KURE BEACH SITE PLAN - STA. 135+00 TO STA. 153+30

KURE BEACH SITE PLAN - STA. 11+00 TO STA. 38+00

KURE BEACH GENERAL PLAN

KURE BEACH BORROW AREA - OFFSHORE BORROW AREA "B"

KURE BEACH PROJECT

V101

C315

C314

C313

C312

C311

C310

C108

C107

C106

G107

G106

C309

C308

C307

C306

C305

C304

C303

C302

C301

C105

C104

C103

C102

C101

G105

G104

GI03

GI02

GI01

G000

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

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H C

A R

O L

A R

G T

O N A

V E

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G T

O N D

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T U .S

A R

M Y C

O R

P S O

F E

N G

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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

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M -1

-B -0

N E

W H

A N

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N T

N O

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H C

A R

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C A

R O

A B

E A

C H K

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E B

E A

C H

C O

A S

T A

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T O

R M R

K M

A N

A G

E M

E N

H A

R G

R O

V E

CBKBSLayout V101.dgn

KBXsection2018.dgn

KB typsection C310.dgn

KB Site Plan3 C108.dgn

KBSite Plan2 C107.dgn

KBSite Plan1 C106.dgn

KB Gen Plan G107.dgn

KB BA B 2018 G106.dgn

CBXsections2018.dgn

CBtypSectionC301.dgn

CB Site Plan5 C105.dgn

CB Site Plan4 C104.dgn

CB Site Plan3 C103.dgn

CB Site Plan2 C102.dgn

CB Site Plan1 C101.dgn

CB Gen Plan G105.dgn

CB Inlet 2018 G104.dgn

CBKB cplan G103.dgn

CBKB layout G102.dgn

CBKBIndex2018.dgn

CBKBCover2018.dgn

OCE

C A P E

F E A R

RIVER

C O S

O U N D

N E U S E

PENDER COUNTY

SHALLOTTE

WILMINGTON

SOUTHPORT

C H

O W

A N

HYDEBEAUFORTPITT

EDGECOMBE

WASHINGTON TYRREL

DARE

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

N E

W H

A N

O V E

HALIFAX

NORTHAMPTON

HERTFORD

GATES

WILSON

CUMBERLAND

CARTERET

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

V I R G I N I A

S O U T H C A R

O L I N

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Lookout

Cape Fear

Rodanthe

City Morehead

CAROLINA BEACH

ISLAND

BALD HEAD

ROCKY POINT

COUNTY

HANOVER

NEW

re vi

R r a e

F e p a

KURE BEACH

P R

O J E

A N

L O

C A T

P S

A W

G S

GI01

Raleigh

0 10 20

SCALE IN MILES

R O

A N

O K

E R

BLADEN COUNTY

COLUMBUS COUNTY

BRUNSWICK

COLUMBUS

BLADEN

ROBESON

HOKE

M O

O R

LEE

CHATHAM

A L

A M

A N

C E

C A

S W

E L L

PERSON

ORANGE

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

NASH

SAMPSON

G R

A N

L E

WAYNE

HARNETT

BRUNSWICK COUNTY

DURHAM

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

CAROLINA BEACH

MANAGEMENT PROJECT

COASTAL STORM RISK

KURE BEACH

MANAGEMENT PROJECT

COASTAL STORM RISK

TITLE

INDEX OF DRAWINGS

DGNSHEET ID

C B

K B In d e x .d g n

NOT TO SCALE

PROJECT VICINITY

PROJECT LOCATION

APPROX. PIPELINE ROUTE

LEGEND

BORROW AREA

BEACH FILL AREA

RESOURCE SITES

ARCHAEOLOGICAL/ CULTURAL

SCALE: 1" = 1500'

750 1500 3000

STAGING AREA

LOCATION OF

APPROXIMATE

S H

E E

T G

NORTH END

CAROLINA BEACH

SOUTH END

CAROLINA BEACH

NORTH END

KURE BEACH

SOUTH END

KURE BEACH

REACH DREDGE AREA

BEACH INLET

COUNTY CAROLINA

NEW HANOVER

M H

SEE NOTE 1 BELOW.

APPROX. LOCATION PIPELINE ROUTE

SEE NOTE 1 BELOW.

RENOURISMENT CONTRACTS.

CONTRACTOR DURING PAST

PIPELINE ROUTE USED BY

H A

R P

E R A

V E

BORROW AREA B

OFFSHORE

KURE BEACH

(SEE SHEET G106)

SHEET C108

G R

E E

N V

L E A

V E

DOW RD

U.S . 4

ANY DOCUMENTED FEATURES OF POTENTIAL CULTURAL SIGNIFICANCE.

CONTRACTOR SHALL CONDUCT SURVEYS FOR CULTURAL RESOURCES AND AVOID

NEARSHORE AREAS SUBJECT TO PUMPOUT ACTIVITIES (I.E. ANCHOR POINTS), THE

THE RISK OF POTENTIAL IMPACTS TO CULTURAL RESOURCES ARE AVOIDED WITHIN

ADVERSE IMPACTS TO THE HISTORICAL AND CULTURAL RESOURCES. TO ASSURE

SITES IDENTIFIED ON THE PLANS. THE CONTACTOR SHALL NOT DISTURB OR CAUSE

THE CONTRACTOR SHALL AVOID THE ARCHAEOLOGICAL/ CULTURAL RESOURCE

ARCHAEOLOGICAL / CULTURAL RESOURCE SITES

6. IMAGERY DATE: 13 DECEMBER 2017.

HOWEVER SUBMERGED PORTIONS OF THE DESTROYED PIER MAY REMAIN.

5. CAROLINA BEACH NORTH PIER WAS DESTROYED BY HURRICANE FRAN IN 1998. THE PIER HAS BEEN REBUILT, HANDICAPPED RAMPS OR VEHICULACAR BEACH ACCESS POINTS.

SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT

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

WINDOWS AND RESTRICTIONS.

ENVIRONMENTAL WINDOWS OF SECTION 01 57 19 OF THE SPECIFICATIONS FOR ENVIRONMENTAL

3. CAROLINA BEACH IS CONSIDERED SUITABLE NESTING HABITAT FOR SEA TURTLES. SEE PARAGRAPH, RESOURCES COMMISSION TO DETERMINE THE EXACT PIPELINE ROUTE.

CONTRACTING OFFICER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE NORTH CAROLINA WILDLIFE

TO PLACEMENT OF PIPE FOR THE PARTICULAR BEACH, THE CONTACTOR SHALL MEET ONSITE WITH THE

CONTACT WITH THE TOWN OF KURE BEACH IS NANCY AVERY, TOWN CLERK, PHONE NO. 910-458-8216.PRIOR

THE TOWN OF CAROLINA BEACH IS MICHAEL CRAMER, TOWN MANAGER, PHONE NO. 910-458-2996. POINT OF

PRIOR TO COMMENCEMENT OF PIPELINE PLACEMENT ON THE PARTICULAR BEACH. POINT OF CONTACT WITH

2. THE CONTRACTOR SHALL NOTIFY THE TOWNS OF CAROLINA BEACH OR KURE BEACH NO LESS THAN 15 DAYS

BIDDERS AN OPPORTUNITY TO BID THE PROJECT ACCORDINGLY.

30 DAYS FROM THE FILING OF THE NOTICE. ANY AMENDMENT WILL PROVIDE FOR SUFFICIENT TIME PRIOR TO BID OPENING TO ALLOW

SPONSOR IS VESTED WITH THE RIGHT OF IMMEDIATE POSSESSION OF THE PIPELINE EASEMENT, ESTIMATED TO BE APPROXIMATELY

ACQUIRE EASEMENTS FOR BEACH RENOURISHMENT PROJECT. THE SOLICITATION WILL BE AMENDED IF/WHEN THE NON-FEDERAL

NOTICE OF INTENT TO ENTER UPON LANDS AND TO FILE EMINENT DOMAIN/ CONDEMNATION ACTION [N.C.G.S. §§ 40A- 11 & 40] TO

3 AUGUST 2018, THE NON-FEDERAL SPONSOR, TOWN OF CAROLINA BEACH, NC, SERVED THE SUBJECT PROPERTY OWNERS A

TO ACQUIRE THE NECESSARY EASEMENTS FOR THE PIPELINE ROUTE USED DURING PAST CONTRACTS. ON OR ABOUT

USED DURING PAST CONTRACTS COULD BE UTILIZED. HOWEVER, THE NON-FEDERAL SPONSOR HAS INITIATED THE PROCESS

UNLESS AMENDED, THE CONTRACTOR WOULD HAVE TO ACQUIRE THE NECESSARY EASEMENT BEFORE THE PIPELINE ROUTE

CONTRACTOR DURING PAST RENOURISHMENT CONTRACTS IS ALSO IDENTIFIED ON SHEET GI02. UNDER THIS SOLICITATION, ON STATE OWNED LANDS LOCATED AT OR BELOW THE MEAN HIGH WATER LINE (+1.4' NAVD 88). THE PIPELINE ROUTE USED BY

THE CORPS AND THE NON-FEDERAL SPONSOR CURRENTLY ONLY HAVE AUTHORIZATION FOR PLACEMENT OF THE PIPELINE

1. THE APPROXIMATE LOCATION OF THE PIPELINE ROUTE IS IDENTIFIED ON THE PROJECT OVERVIEW PLAN (SHEET GI02).

NOTES:

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

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)

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

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

C A P E F E A R R I V E R

K U R E B E A C H

C A

R O

L I N

E A

C H

I N

L E

SHEET C106

MHW MHW

SHEET C103 SHEET C104 SHEET C105SHEET C102SHEET C101

O P

(A S

S U

M E

H :1

O P

(A S

S U

M E

H :1

SHEET C107

O P

(A S

S U

O P

(A S

S U

M E

H :1

S L

O P

(A S

S U

M E

P E

(A S

S U

M E

O P

(A S

S U

M E

O P

(A S

S U

M E

O P

(A S

S U

M E

P E

(A S

S U

M E

P E

(A S

S U

M E

P E

(A S

S U

M E

O P

(A S

S U

M E

H :1

P R

O J E

R V

GI02

C B

K B la y o u t

.d g n

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

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

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

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

CAROLINA BEACH

KURE BEACH

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

101,138.93

100,665.04

2,334,494.78

2,334,334.64

D .J .W

C B

K B c p la n

.d g n

NOTES

IMAGERY DATE: 13 DECEMBER 2017,

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

G103

SOUTH END

CAROLINA BEACH

NORTH END

CAROLINA BEACH

NORTH END

KURE BEACH

NORTH END

KURE BEACH

SOUTH END

KURE BEACH

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

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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

0 600 1200

SCALE: 1" = 600'

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

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 .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 .4

-1 .3

-1 .2

-1 .1

-1 .0

-1 .9

-1 .8

-1 .7

-1 .6

-1 .6 '-1

-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 .4

-1 .3

-1 .2

-1 .2 ' -1

-1 .2

-1 .2 ' -1

-1 .1

-1 .1 ' -1

-1 .1

-1 .0

-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

ASSUMED SLOPE DURING DREDGING

OVERDEPTH

2' ALLOWABLE

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'

N.T.S.

-8' MLLW

2337000

121000

SEIRAV .VELE - MOTTOB GNITSIXE

LIMITS

DREDGING

150'

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

C B In le t1 .d g n

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

NH COUNTY LIMITS OF BORROW AREA

G104

E 2,342,023.84

N 123,048.52

E 2,342,020.66

N 122,898.56

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

E 2,344,282.68

N 123,000.63

E 2,344,279.50

N 122,850.66

RESOURCE SITE

ARCHAEOLOCAL/CULTURE

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

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C O

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C T N

B N

N E

W H

A N

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H C

A R

O L

C A

R O

A B

E A

C H K

U R

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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

OFFSHORE INLET BORROW AREA

TYPICAL SECTION

SCALE: 1" = 300'

300 600150750

"6"

"7"

"9"

M.L.L.W

KURE BEACH

A .I.W .W

U.S. 421

N O

R T

H C

A R

O L

A A

V E

U.S. 421

DOW ROAD

K A

V E

N U

A.I.W.W.

P I5

P I1

P I2

P I5

P I6

LEGEND

G E

N E

R A

L P

L A

N C

A R

O L

A B

E A

C H

G105

C A

R O

A B

E A

C H

L E T

(SEE SHEET G106)

BORROW AREA B

OFFSHORE

KURE BEACH

C B G e n P la n G

.d g n

3. IMAGERY DATED 13 DECEMBER 2017.

PIPE AT HANDICAPPED RAMPS OR VEHICULACAR BEACH ACCESS POINTS.

NO CASE SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BURY

2. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN

OF THE MATERIAL WITHIN THE CAROLINA BEACH PROJECT.

USE THE NEW HANOVER COUNTY CAROLINA BEACH INLET REACH DREDGE AREEA TO DISPOSE

CAROLINA BEACH INLET BORROW AREA. AS A CONTRACT OPTION, THE CONTRACTOR SHALL

1. FOR THE CAROLINA BEACH NORTH BEACH FILL AREA THE CONTRACTOR SHALL USE THE

NOTES:

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" = 1200'

24001200600

CAROLINA BEACH

BEACH FILL AREA

INLET BORROW AREA

CAROLINA BEACH

P I0

P I1

P I2

P I3

P I4

P I5

P I7

P I8

P I9

P I0

P I1

P I2

P I3

P I4

P I6

P I7

P I1

SOUTH END

CAROLINA BEACH

NORTH END

CAROLINA BEACH

SEE NOTE 1)

(CONTRACT OPTION

BEACH DISPOSAL AREA

SEE NOTE 1)

(CONTRACT OPTION

REACH DREDGE AREA

CAROLINA BEACH INLET

NEW HANOVER COUNTY

CONSTRUCTION BERM +5.5' (NAVD 88)

G R

E E

N V

L E A

V E

A T

L A

N T

A A

V E

CANAL DRIVES

M T

E R A

V E

S P

A R

T A

N B

U R

G E A

V E

CAROLINA BEACH AVE. S

S. LAKE PARK BLVD.

C A

R O

A S

A N

D S D

S. LAKE PARK BLVD.

L A

K E D

S. LAKE PARK BLVD.

CAROLINA BEACH AVE. S

-10

P I 2

P I 1

P I 0

MHW

M A

T C

H L

E S

T A

E E S

H E

E T C

C101

C B S it e P la n

C .d

C A

R O

P L A

SOUTH END

CAROLINA BEACH

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

TRANSITION

S T

A . 5

S T

A . 0

RAMPS AND PUBLIC ACCESS WAYS.

PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN

SHALL INCLUDE MOVEABLE SAFETY FENCE AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY

THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES

7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC

BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.

DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL

6. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY

DUE TO CONSTRUCTION.

PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE

5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL

BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET.

4. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL

3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MAY 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION

1. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED

NOTES:

O P

(A S

S U

M E

H :1

V v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

MHW

EXISTING BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

O P

(A S

S U

M E

H :1

SCALE: 1" = 100'

200100 0 50

CANAL DRIVE

A P E F

E A

R B

L V

CONSTRUCTION BERM +5.5' (NAVD 88)

F A

Y E

T T

E V

L E A

V E

H A

M L

E T A

V E

C H

A R

L O

T T

E A

V E

WOODY HEWETT AVE.

CAROLINA BEACH AVE. S

-20 -20

N v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

MHW

EXISTING BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

-10

CANAL DRIVE

CAROLINA BEACH N.

MYRTLE AVE.

P E

A N L

D O

L P

CANAL DRIVE

P I 4

P I 3

0 0

MHW

M A

T C

H L

E S

T A . 2

E E S

H E

E T C

C102

SCALE: 1" = 100'

200100 0 50

C B S it e P la n

C .d

C A

R O

P L A

SOUTH END

CAROLINA BEACH

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

TRANSITION

S T

A . 5

C A R L W

N E R D

R A

L E

H A

V E

H A

R P E

R A

V E

RAMPS AND PUBLIC ACCESS WAYS.

PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN

SHALL INCLUDE MOVEABLE SAFETY FENCE AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY

THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES

7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC

BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.

DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL

6. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY

DUE TO CONSTRUCTION.

PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE

5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL

BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET.

4. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL

3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MAY 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

AT THE TIME OF CONSTRUCTION. THE SEAWARD CREST OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION

1. THE SEAWARD CREST OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED

NOTES:

101010

O P

(A S

S U

M E

H :1

-20

-10

S E

A H

O R

S E L

S T

A R F

H L

C B S

D R s it e p la n

.d g n

S C

O T

C H B

O N

N E

T L

CAROLINA BEACH AVE N

S A

H L

O Y

S T

E R

S H

E L

L L

CANAL DRIVE

S A

N D

E R L

CAROLINA BEACH AVE N.

P I 1

+9.5' (NAVD 88)

STORM BERM

P I 7

MHW

CONSTRUCTION BERM +5.5' (NAVD 88)

M A

T C

H L

E S

T A

E E S

H E

E T C

C103

S T

C A

R O

P L A

N C

B S it e P la n

C .d g n

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

S T

A . 7

TRANSITION

A . 8

RAMPS AND PUBLIC ACCESS WAYS.

PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN

SHALL INCLUDE KEEP OUT SIGNS EVERY 100-FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY

THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES

7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC

BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.

DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL

6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY

DUE TO CONSTRUCTION.

PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE

5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL

BEACH ACCESS POINTS.

BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BURY PIPE AT HANDICAPPED RAMPS OR VEHICULACAR

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

3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MAY 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION

1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED

NOTES:

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

MHW

EXISTING BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

O P

(A S

S U

O P

(A S

S U

M E

H :1

EXIST. ROCK REVETMENT

APPROX. LOCATION

CANAL DRIVE

CAROLINA BEACH AVE N.

S A

N D

D L

E R L

N V

V E

G E

O R

V E

F L

O R

A A

V E

-20 -20

-20

-10

S A

N D D

O L

L A

R L

CANAL DRIVE

C L

A M S

H E

L L L

CAROLINA BEACH AVE N S

A O

A T

S L

EXIST. ROCK REVETMENTAPPROX. LOCATION

C B S

D R s it e p la n

.d g n

P E

L E L

P I 1

+9.5' (NAVD 88)

STORM BERM

CONSTRUCTION BERM +5.5' (NAVD 88)

TRANSITION

MHW

M A

T C

H L

E S

T A . 1

H E

E T C

M A

T C

H L

E S

T A S

H E

E T C

C104

C B S it e P la n C

C A

R O

P L A

N F

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

E S

D R

A W

G T

L E

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

S T

A . 1

RAMPS AND PUBLIC ACCESS WAYS.

PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN

SHALL INCLUDE KEEP OUT SIGNS EVERY 100-FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY

THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES

7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC

BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.

DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL

6. THE CONTRACTOR SHALL CONTIUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY

DUE TO CONSTRUCTION.

PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE

5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL

BEACH ACCESS POINTS.

BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BURY PIPE AT HANDICAPPED RAMPS OR VEHICULACAR

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

3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION

1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED

NOTES:

STORM BERM +9.5' (NAVD 88)

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

MHW

EXISTING BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

O P

(A S

S U

M E

H :1

CANAL DRIVE

-20

-10

-10 v

OF STAGING AREA

APPROX. LOCATION

C A

R O

S A

L T M

A R

S H L

P I 1

0 0

TRANSITION

C105

M A

T C

H L

E S

T A

H E

E T C

C B

S it e

P la n

C A

R O

P L A

EXIST. ROCK REVETMENT

APPROX. LOCATION

S T

A . 1

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

RAMPS AND PUBLIC ACCESS WAYS.

PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN

SHALL INCLUDE KEEP OUT SIGNS EVERY 100-FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY

THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES

7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC

BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.

DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL

6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY

DUE TO CONSTRUCTION.

PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE

5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL

BEACH ACCESS POINTS.

BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT HANDICAPPED RAMPS OR VEHICULACAR

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

3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION

1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED

NOTES:

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

MHW

EXISTING BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

O P

(A S

S U

M E

H :1

15H:1V

NOT TO SCALE

-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

EXISTING GROUND

500 550 600

MHW (+1.4' NAVD 88)

R T E

D G

E C

O N

S T

B E

R M

STATIONS 72+00 TO 81+00

STATIONS 50+00 TO 55+00

STATIONS 0+00 TO 5+00

EXISTING GROUND

BASELINE

STATION

BERM *

CONST.

RT. EDGE

DIST. TO

DISTANCES

OFFSET

CONSTRUCTION BERM

* SEE NOTE 2

STATION

BERM *

CONST.

RT. EDGE

DIST. TO

DISTANCES

OFFSET

CONSTRUCTION BERM

* SEE NOTE 2

5+00

4+00

3+00

2+00

1+00

0+00

209.7

199.3

189.0

178.7

168.3

55+00

54+00

53+00

52+00

51+00

50+00

169.6

179.6

189.7

199.8

209.9

SOUTH END NORTH END

TABLE 1 SOUTH AREA TABLE 2 SOUTH AREA

(SEE NOTE 3)

CONSTRUCTION

ASSUMED SLOPE DURING

10H:1V

(SEE NOTE 3)

CONSTRUCTION

ASSUMED SLOPE DURING

STA 120+00 TO STA 140+00

(SEE NOTE 2)

15H:1V

40'

-5

-10

-15

-20

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

DISTANCE IN FEET FROM BASELINE

E L E

V A

N I

N F

E E

15H:1V

TYPICAL ROCK REVETMENT & TRANSITION SECTION

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

TYPICAL BEACH SECTION

NOT TO SCALE

DISTANCE IN FEET FROM BASELINE

EL 5.5

15H:1V

TYPICAL BEACH SECTION

STATION

VARIES

SEE TABLE 4

DISTANCE VARIES

DISTANCE IN FEET FROM BASELINE

E L E

V A

N I

N F

E E

(SEE NOTE 3)

CONSTRUCTION

ASSUMED SLOPE DURING

BASELINE

(SEE NOTE 3)

STRUCTION

DURING CON-

ASSUMED SLOPE

BASELINE

STORM BERM

CONSTRUCTION BERM

BERM *

CONST.

RT. EDGE

DIST. TO

DISTANCES

OFFSET

CONSTRUCTION BERM

STATION

BERM *

CONST.

RT. EDGE

DIST. TO

DISTANCES

OFFSET

CONSTRUCTION BERM

T Y

A L S

E C

N S

C A

R O

A B

E A

C H

(SEE NOTE 3)

CONSTRUCTION

ASSUMED SLOPE DURING

EXISTING GROUND

BERM WIDTH VARIES

EXISTING ROCK REVETMENT (NTS, TYP)

VARIES

DISTANCE

145'

165'

105'

310'

165'

EXISTING GROUND

INTERCEPT

SLOPE

INTERCEPT

SLOPE

INTERCEPT

SLOPE

INTERCEPT

SLOPE

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

-20

-15

-10

-5

450450450 500 550 600

MHW (+1.4' NAVD 88)

SEAWARD SIDE

R T E

D G

E C

O N

S T

B E

R M

R T E

D G

E C

O N

S T

B E

R M

R T E

D G

E C

O N

S T

B E

R M

DIST.VARIES

10H:1V

CONSTRUCTION BERM

EXISTING GROUND

SEAWARD SIDE

* SEE NOTE 2

C301

C B ty p S e c ti o n -C

CONSTRUCTION BERM

TABLE 3 NORTH AREA

81+00

80+00

79+00

78+00

77+00

76+00

75+00

74+00

73+00

72+00

SOUTH END

140+00

139+00

138+00

137+00

136+00

135+00

134+00

133+00

132+00

131+00

130+00

129+00

128+00

127+00

126+00

125+00

124+00

123+00

122+00

121+00

120+00

SEE TABLES 1, 2, 3

DISTANCE VARIES

EL 5.5

15H:1V

TYPICAL BEACH SECTION

E L E

V A

N I

N F

E E

BASELINE

VARIES

DISTANCE

220'

INTERCEPT

SLOPE

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

-20

-15

-10

-5

MHW (+1.4' NAVD 88)

R T E

D G

E C

O N

S T

B E

R M

CONSTRUCTION BERM

STATIONS 5+00 TO 50+00

STATIONS 81+00 TO 84+00

TOLERANCE

PLUS

TOLERANCE

PLUS

TOLERANCE

PLUS

TOLERANCE

PLUS

TOLERANCE

PLUS

TOLERANCE

MINUS

TOLERANCE

MINUS

TOLERANCE

MINUS

TOLERANCE

MINUS

TOLERANCE

MINUS

STA. 84+50 TO 120+00

41.3

54.7

68.2

81.6

95.0

108.5

121.9

135.3

148.8

162.2

175.6

189.1

202.5

215.9

229.4

242.8

256.3

269.7

283.11

296.6

310.0

TABLE 4 NORTH AREA

SECTION 35 20 23 FOR MEASUREMENT AND PAYMENT AND ALLOWABLE TOLERANCE.

INTERSECTION OF THE LANDWARD AND ASSUMMED SEAWARD SLOPE AND PRE-CONSTRUCTION SURVEYED CONDITION. SEE SPECIFICATION

LINE SHALL EXTEND THE ENTIRE DUNE, STORM BERM, BERM AND SLOPES (LANDWARD, INTERMEDIATE, AND ASSUMED SEAWARD SLOPE) TO

NATURAL SLOPE RESULTING FROM THE EFFECTS OF WAVE AND WATER LEVEL CONDITIONS. FOR PAYMENT PURPOSES, THE TOLERANCE

IN THE FINISHED SURFACE. BELOW THE MEAN HIGH WATER LINE (+1.40' NAVD88) THE FILL MATERIAL WILL BE ALLOWED TO ASSUME ITS

7. A VERTICAL TOLERANCE OF +/- 0.5' ABOVE AND BELOW THE PRESCRIBED BERM AND DUNE GRADE AND SLOPES, LINE SHALL BE PERMITTED

WATER (ELEV. +1.4 FT NAVD 88).

THE ENTIRE LENGTH OF THE BEACH FILL AREA FROM THE SEAWARD TOE OF THE STORM BERM TO MEAN HIGH

SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER. BEACH TILLING LIMITS SHALL BE ALONG

6. AS AN OPTION TO THE CONTRACT AND AT THE DIRECTION OF THE CONTRACTING OFFICER , THE CONTRACTOR

PROFILE PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY EXISTING BEACH MATERIAL THAT IS ABOVE THE BEACH FILL

4. EXISTING BEACH SURVEY BY NEW HANOVER COUNTY MARCH 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

THE 15H:1V SEAWARD SLOPE IS THE INITIAL ASSUMED SLOPE FOR PAYMENT AND QUANTITY PURPOSES.

3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

GOVERNMENT'S INTERPRETATION OF THE PREPLACEMENT BEACH SURVEY.

BEACH FILL PLACEMENT. THE BASIS FOR DETERMINING THE WIDTH OF THE STORM BERM AND THE DUNE WILL BE THE

2. THE WIDTH OF THE STORM BERM AND THE DUNE IS DEPENDENT UPON THE CONDITION OF THE BEACH PROFILE AT TIME OF

INTERPRETATION OF THE BORROW AREA AND BEACH PROFILE SURVEY, AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE WIDTH OF THE CONSTRUCTION BERM WILL BE THE GOVERNMENT'S

1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE

NOTES:

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

NOTES:

ALONG THE PROJECT SHORELINE.

PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED

THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS.

BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V.

ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD).

BEACH FILL (TYP.)

TOLERANCE (TYP.)

MAXIMUM ALLOWABLE

-5

-10

-15

-20

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

0+00

-5

-10

-15

-20

-5

-10

-15

-20

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

2+00

-5

-10

-15

-20

-5

-10

-15

-20

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

4+00

-5

-10

-15

-20

-5

-10

-15

-20

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

6+00

-5

-10

-15

-20

-5

-10

-15

-20

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

8+00

-5

-10

-15

-20

-5

-10

-15

-20

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

10+00

-5

-10

-15

-20

-5

-10

-15

-20

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

12+00

-5

-10

-15

-20

-5

-10

-15

-20

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

14+00

-5

-10

-15

-20

-5

-10

-15

-20

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

16+00

-5

-10

-15

-20

MHW (+1.40' NAVD 88) MHW (+1.40' NAVD 88) MHW (+1.40' NAVD 88)

SCALE 1' = 10'

VERTICAL

HORIZONTAL

0 10 205

SCALE 1' = 100'

100 20050

C302

C B x s e c ti o n s .d g n

EL. +5.5

EL. +5.5 EL. +5.5

15H:1V

EL. +5.5

15H:1V

EL. +5.5

15H:1V

EL. +5.5

15H:1V

EL. +5.5

15H:1V

EL. +5.5

15H:1V

S T

A T

O S

T A

C R

O S

S S

E C

N S

C A

R O

A B

E A

C H

MARCH 2018 (TYP.)

EXISTING BEACH PROFILE

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

E S

D R

A W

G T

L E

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

W P

M -1

-B -0

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

ALONG THE PROJECT SHORELINE.

PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED

THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS.

BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V.

ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD).

BEACH FILL (TYP.)

TOLERANCE (TYP.)

MAXIMUM ALLOWABLE

MARCH 2018 (TYP.)

EXISTING BEACH PROFILE

-5

-10

-15

-20

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

18+00

-5

-10

-15

-20

-5

-10

-15

-20

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

20+00

-5

-10

-15

-20

-5

-10

-15

-20

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

22+00

-5

-10

-15

-20

-5

-10

-15

-20

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

24+00

-5

-10

-15

-20

-5

-10

-15

-20

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

26+00

-5

-10

-15

-20

-5

-10

-15

-20

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

28+00

-5

-10

-15

-20

-5

-10

-15

-20

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

30+00

-5

-10

-15

-20

-5

-10

-15

-20

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

32+00

-5

-10

-15

-20

-5

-10

-15

-20

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

34+00

-5

-10

-15

-20

MHW (+1.40' NAVD 88)

MHW (+1.40' NAVD 88)MHW (+1.40' NAVD 88)

MHW (+1.40' NAVD 88)

MHW (+1.40' NAVD 88)MHW (+1.40' NAVD 88)

MHW (+1.40' NAVD 88)

SCALE 1' = 10'

VERTICAL

HORIZONTAL

0 10 205

SCALE 1' = 100'

100 20050

C303

C B x s e c ti o n s .d g n

EL. +9.5

EL. +5.5

15H:1V

EL. +5.5 EL. +5.5

EL. +5.5 EL. +5.5 EL. +5.5

EL. +5.5 EL. +5.5

EL. +5.5 EL. +5.5 EL. +5.5

15H:1V

S T

A T

O S

T A

C R

O S

S S

E C

N S

C A

R O

A B

E A

C H

E N

A M

C B -0

-5

D R

A W

G C

O D

D…

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