TOPSAIL BEACH NOURISHMENT AND CHANNEL …saw-reg.usace.army.mil/PN2017/SAW-2013-00404-Plans.pdf · 1/12/2017 · SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 Atlantic

Topsail Inlet, Banks Connector Channel, Topsail Creek, Cut Through Channel,Beach Fill and Dredging of areas including:

WINTER 2018DREDGE PLANS

TOPSAIL BEACH NOURISHMENT AND

TABLE OF CONTENTSTABLE OF CONTENTS

PENDER COUNTY, NORTH CAROLINA

Banks Channel, and Banks Side Channels 1 & 2

CHANNEL DREDGING PROJECT

11x17 Plotted to Half Scale136

SHEET 3 SHEET 4SHEET 5

SHEET 6

SHEET 7SHEET 8

SHEET 9

SHEET 10

Atlantic Ocean

Atla

ntic

Intra

coasta

l Wate

rway

DA

-203

D

A

-189

Jolly Roger Fishing Pier

Beach Fill Area

T

o

p

s

a

i

l

Beach Fill Area

B

a

n

ks C

o

n

n

e

cto

r

T

o

p

s

a

i

l

I

n

l

e

t

C

h

a

n

n

e

l

Topsail Inlet

S

id

e

C

h

a

n

n

e

l 1

TB-1

TB-2

TB-3

TB-4

TB-5

TB-6

TB-7

TB-8 TB-9

TB-10 TB-11 TB-12

TB-13

TB-14

TB-15

TB-16 TB-17

TB-18

TB-19TB-20

TB-21

TB-22

TB-23

TB-24

TB-25

TB-26TB-27

NTI-7

NTI-6

NTI-5

NTI-4

NTI-3

NTI-2

NTI-1

BCC-7

BCC-6

BCC-4

BCC-3

BCC-2

BCC-1

TC-1

TC-2

TC-3

TC-4

TC-5

TC-6

TC-7

TC-8

TC-9

TC-10

TC-11

TC-12

TC-13

TC-14

TC-15

TC-16

SC1-1

SC1-2

SC2-1

SC2-3

SC2-5

S

H

E

E

T

14 &

15

C

r

e

e

k

S

H

E

E

T

19 &

20

S

H

E

E

T

21 &

22

SHEET 31 &

32

SHEET 31 &

32

C

u

t

T

h

r

o

u

g

h

S

id

e

C

h

a

n

n

e

l 2

Banks Channel

B

a

n

k

s

C

h

a

n

n

e

l

Banks Channel

B

a

n

k

s

C

h

a

n

n

e

l

BCC-5

CT-1

CT-2

SC1-3

SC1-4

SC2-2

SC2-4BC-1

BC-3

BC-4

BC-5

BC-6

BC-2

BC-7

BC-8

BC-9 BC-10

BC-11

BC-12

BC-13

BC-14

BC-15

SHEET 33 &

34

SHEET 33 &

34

SHEET: 2 OF 40

387-B N. Green Meadows Dr.Wilmington, NC 28405

Vertical Datum

Mean High Water

Conversion

Graphic ScaleTI Coastal Services, Inc.

910.821.1358SCALE: 1" = 1,200'

TI Coastal Services, Inc.0' 600' 1,200' 2,400'

Scale: 1" = 1,200'

Notes:1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet2. Vertical Datum: NAVD883. Data collected by TI Coastal in November 2016 (post Hurricane Matthew) and

represent conditions at that time.4. Soundings are expressed in feet and tenths.5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on May 15,

2016 and represent conditions at that time.

DWG NAME: Topsail Beach Construction Plans 2018.dwgSURVEY DATE: August 2017

TOWN OF TOPSAIL BEACH

Channel Dredging and Coastal Storm Damage Reduction Project

2018 BEACH NOURISHMENT PROJECTPender County, NC

Project Layout and Control DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'

Christian L. Gibson, P.E. No. 02627311x17 Plotted to Half Scale

137

O

c

e

a

n

B

lv

d

Drum

A

ve

Spot Blvd

Landward Extent

of Fill

of Berm (5.5' NAVD)

Seaward Crest

of Fill

Seaward Toe

VE

HIC

LE

/E

QU

IP

ME

NT

BE

AC

H A

CC

ES

S

DR

UM

A

VE

NU

E

Existing

Under R

oad S

leeve

TB-1

TB-2

TB-3

TB-4

4+74.34

21+79.67

5+00

Slope 1:20

Start

of Dune C

onstructio

n

Taper into

Existin

g Dune F

eature

25' Dune Crest

25' Dune C

rest

25' Dune C

rest

Fill Area

See Cross Sectio

ns

10+00

10+98.10

15+00

20+00

25+00

0+00

SHEET: 3 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'

TI Coastal Services, Inc.0' 50' 100' 200'

Scale: 1" = 100'








Plan View - Beach Template and Bathymetry DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'

Christian L. Gibson, P.E. No. 02627311x17 Plotted to Half Scale138

Ocean Blvd

Clark A

ve

Sm

ith A

ve

Darden A

ve

Ocean Blvd

S. Anderson Blvd

Seaward Crest

of Fill

Landward Extent

Seaward Toe

of Fill

of Berm (5.5' NAVD)

TB-5

TB-6

TB-7

32+19.12

42+39.76

52+39.47

30+00

35+00

40+00

45+00

50+00

55+00

60+00

Slope 1:20

Slope 1:20

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

Fill Area

See Cross Sections

SHEET: 4 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'


Ocean Blvd

Jolly R

oger F

ishing P

ier

Seaward Crest

of Fill

Landward Extent

Seaward Toe

of Fill

of Berm (5.5' NAVD)

VE

HIC

LE

/E

QU

IP

ME

NT

BE

AC

H A

CC

ES

S

CR

EW

S A

VE

NU

E

Fill Area

See Cross Sections

No Fill to be Placed Within 500' of

Pier, as marked as area between

'No Swimming' Signs on Beach.

TB-8

TB-9

TB-10

TB-1162+42.17

72+35.73

82+43.00

91+22.8860+00

65+00

70+00

75+00

80+00

85+00

90+00

S

lo

p

e

1

:2

0

Slope 1:20

Dune Construction Only

No Berm Fill Around Fishing Pier

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

SHEET: 5 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'

Christian L. Gibson, P.E. No. 026273

Notes:1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet2. Vertical Datum: NAVD883. Data collected by TI Coastal in August 2017 (post Hurricane Matthew) and




Jolly R

oger F

ishing P

ier

Ocean Blvd

S. Anderson Blvd

Flake A

ve

S. Anderson Blvd

Seaward Crest

of Fill

Landward Extent

Seaward Toe

of Fill

of Berm (5.5' NAVD)

TB-11

TB-12

TB-13

TB-14

TB-15

91+22.88

96+31.18

102+31.00

112+27.52

122+31.53

95+00

105+00

110+00

115+00

120+00

Slope 1:20

Slope 1:20

Dune Construction Only

No Berm Fill Around Fishing Pier

25' Dune C

rest

25' Dune C

rest

25' Dune Crest

25' Dune Crest

25' Dune Crest

Fill Area

See Cross Sections

100+00

SHEET: 6 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'


Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 3. Data collected by TI Coastal in August 2017 (post Hurricane Matthew) and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on May 24, 2017 and represent conditions at that time.


S. Anderson Blvd

N. Anderson Blvd

Seaward Crest

of Fill

Landward Extent

Seaward Toe

of Fill

of Berm (5.5' NAVD)

TB-16

TB-17

TB-18

122+31.53

132+32.29

142+31.20

152+37.80

125+00

130+00

135+00

140+00

145+00

150+00

155+00

Slope 1:20

25' Dune Crest

25' Dune Crest25' Dune Crest25' Dune Crest

25' Dune Crest

Fill Area

See Cross Sections

SHEET: 7 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




N. Anderson Blvd

Bare F

oot Ln

N. Anderson Blvd

Sunset A

ve

Seaward Crest

of Fill

Landward Extent

Seaward Toe

of Fill

of Berm (5.5' NAVD)

Existing

Under R

oad S

leeve

TB-19

TB-20

TB-21

162+24.68

172+27.78

182+27.64

155+00

160+00

165+00

170+00

175+00

180+00

185+00

Slope 1:20

Slope 1:20

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

Fill Area

See Cross Sections

SHEET: 8 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




N. Anderson Blvd

N. Anderson Blvd

Seaward Crest

Seaward Crest

Landward Extent

of Fill

Seaward Toe

of Fill

of Berm (5.5' NAVD)

of Berm (5.5' NAVD)

TB-22

TB-23

TB-24

192+27.97

203+50.25

211+52.75

185+00

190+00

195+00

200+00

205+00

210+00

215+00

Slope 1:20

Slope 1:20

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

Fill Area

See Cross Sections

SHEET: 9 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'

Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 3. Data collected by TI Coastal in November 2016 (post Hurricane Matthew) and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on May 15, 2016 and represent conditions at that time.






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'


N. Anderson Blvd

S

traw

berry Ln

H

um

phrey A

ve

H

ispaniola Ln

B

eachw

ood D

r

C

rutchfield A

ve

Seaward Crest

Landward Extent

of Fill

Seaward Toe

of Fill

of Berm (5.5' NAVD)

VE

HIC

LE

/E

QU

IP

ME

NT

BE

AC

H A

CC

ES

S

Slope 1:20

S

l

o

p

e

1

:

2

0

TB-25

TB-26

TB-27

222+23.23

235+75.46

239+68.03

215+00

220+00

225+00

230+00

235+00

End of Dune Construction

Taper into Existing Dune Feature

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

25' Dune Crest

Fill Area

See Cross Sections

T

o

w

n

L

in

e

T

o

w

n

o

f T

o

p

s

a

il B

e

a

c

h

S

u

rf C

ity

SHEET: 10 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 100'


Scale: 1" = 100'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'






SHEET: 11 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: As Shown






Station 0+00 to 80+00 - Beach Template and Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'


Horizontal

0' 5' 10' 20'Vertical





SHEET: 12 OF 40


Vertical Datum

Mean High Water

Conversion

TI Coastal Services, Inc.


TI Coastal Services, Inc.DWG NAME: Topsail Beach Construction Plans 2018.dwg

SURVEY DATE: August 2017





1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'


Graphic Scale0' 50' 100' 200'

Horizontal

0' 5' 10' 20'Vertical





SHEET: 13 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



N

e

w

T

o

p

s

a

i

l

I

n

l

e

t

Topsail Creek

T

o

p

s

a

i

l

C

r

e

e

k

N

T

I-1

N

T

I-2

B

C

C

-4

B

C

C

-3

B

C

C

-2

B

C

C

-1

B

C

-1

T

C

-1

0

T

C

-1

1

T

C

-1

2

T

C

-1

3

T

C

-1

4

T

C

-1

5

T

C

-1

6

T

C

-L

1

1

T

C

-L

1

2

T

C

-L

1

3

T

C

-L

1

4

T

C

-L

1

5

T

C

-R

1

5

T

C

-R

1

4

T

C

-R

1

3

T

C

-R

1

2

T

C

-R

1

1

T

I-R

1

T

I-R

2

T

I-L

3

T

I-L

2

T

I-L

1

B

C

C

-R

4

B

C

C

-R

2

B

C

C

-R

1

10+00

5+00

55+00

85+00

10+0

0

15+0

0

T

C

-R

1

6

T

C

-L

1

6

B

C

C

-5

B

C

C

-R

3

B

C

C

-R

5

C

T

-1

C

T

-R

1

C

T

-R

2

C

T

-R

3

C

T

-R

4

C

T

-R

5

C

T

-R

6

C

T

-L

1

C

T

-L

2

C

T

-L

3

C

T

-L

4

T

C

-R

1

0

T

C

-L

9

T

C

-L

1

0

B

C

-L

1

B

C

-L

2

B

C

-L

3

C

u

t

T

h

r

o

u

g

h

C

h

a

n

n

e

l

40+00

35+00

0+00

80+00

75+00

70+00

60+00

65+00

0+00

5+00

50+0

0

45+0

0

20+00

SHEET: 14 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'





Plan View - Creek Dredge Channels and Control DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'


Notes:1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet2. Vertical Datum: Mean Low Water - Beaufort Datum3. Data collected by TI Coastal in August 2017 (post Hurricane Matthew) and




10+00

5+00

55+00

85+00

10+0

0

15+0

0

40+00

35+00

0+00

80+00

75+00

70+00

60+00

65+00

0+00

5+00

50+0

0

45+0

0

20+00

SHEET: 15 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'





Plan View - Creek Dredge Channels and Bathymetry DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'






SHEET: 16 OF 40


Vertical Datum

Mean High Water

Conversion











Station 32+00 to 55+00 - Topsail Creek Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical11x17 Plotted to Half Scale

151

SHEET: 17 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical





SHEET: 18 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical





Banks C

hannel

Connecto

r Channel

B

a

n

k

s

C

h

a

n

n

e

l

C

o

n

n

e

c

t

o

r

C

h

a

n

n

e

l

N

e

w

T

o

p

s

a

i

l

I

n

l

e

t

Topsail Creek

N

T

I-1

N

T

I-2

N

T

I-3

N

T

I-4

N

T

I-5

N

T

I-6

B

C

C

-7

B

C

C

-6

B

C

C

-4

B

C

C

-3

B

C

C

-2

B

C

C

-1

B

C

-1

T

C

-1

5

T

C

-1

6

T

B

-1

B

C

-2

T

C

-L

1

4

T

C

-L

1

5

T

C

-R

1

5

T

I-R

1

T

I-R

2

T

I-R

3

T

I-R

4

T

I-R

5

T

I-R

6

T

I-L

5

T

I-L

4

T

I-L

3

T

I-L

2

T

I-L

1

B

C

C

-L

7

B

C

C

-L

4

B

C

C

-L

2

B

C

C

-L

1

B

C

C

-R

4

B

C

C

-R

2

B

C

C

-R

1

10+00

15+00

20+00

25+0

0

30+0

0

35+00

5+00

85+00

0+00

5+00

10+00

15+0020+00

25+00

30+00

35+00

10+0

0

15+0

0

T

C

-R

1

6

T

C

-L

1

6

B

C

C

-5

B

C

C

-L

3

B

C

C

-R

3

B

C

C

-R

7

B

C

C

-L

5

B

C

C

-L

6

B

C

C

-R

5

B

C

C

-R

6

C

T

-1

C

T

-R

1

C

T

-R

2

C

T

-R

3

C

T

-R

4

C

T

-R

5

C

T

-R

6

C

T

-L

1

C

T

-L

2

C

T

-L

3

C

T

-L

4

B

C

-R

1

B

C

-L

1

B

C

-R

2

B

C

-L

2

B

C

-L

3

C

u

t

T

h

r

o

u

g

h

C

h

a

n

n

e

l

0+00 5+00 10+00

0+00

80+00

75+00

70+00

60+00

65+00

5+00

20+00

40+00

45+00

SHEET: 19 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'





11x17 Plotted to Half Scale

154

10+00

15+00

20+00

25+0

0

30+0

0

35+00

5+00

85+00

0+00

5+00

10+00

15+0020+00

25+00

30+00

35+00

10+0

0

15+0

0

0+00 5+00 10+00

0+00

80+00

75+00

70+00

60+00

65+00

5+00

20+00

40+00

45+00

SHEET: 20 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




155

N

e

w

T

o

p

s

a

il In

le

t

N

T

I-7

T

I-R

7

T

I-L

6

45+00

50+00

55+00

60+00

65+00

70+00

75+00

SHEET: 21 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




156

45+00

50+00

55+00

60+00

65+00

70+00

75+00

SHEET: 22 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'






1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




157

SHEET: 23 OF 40


Vertical Datum

Mean High Water

Conversion








Station 3+00 to 14+00 - Cut Through Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical

Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water - Beaufort Datum 3. Data collected by TI Coastal in August 2017 (post Hurricane Matthew) and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on May 24, 2017 and represent conditions at that time.


SHEET: 24 OF 40


Vertical Datum

Mean High Water

Conversion








Station 15+00 to 21+00 - Cut Through Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



SHEET: 25 OF 40


Vertical Datum

Mean High Water

Conversion








Station 0+00 to 23+00 - Banks Connector Channel Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



SHEET: 26 OF 40


Vertical Datum

Mean High Water

Conversion








Station 24+00 to 39+00 - Banks Connector Channel Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



SHEET: 27 OF 40


Vertical Datum

Mean High Water

Conversion








Station 0+00 to 23+00 - New Topsail Inlet Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



162

SHEET: 28 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



163

SHEET: 29 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical


164

SHEET: 30 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



165

S

h

o

r

e

L

in

e

D

r

iv

e

O

c

e

a

n

B

lv

d

Goodw

in A

ve

T

o

p

s

a

il D

r

iv

e

McLeod A

ve

Boryk A

ve

C

arolin

a B

lvd

Trout A

ve

Drum

A

ve

Florida A

ve

S

. A

n

d

e

rso

n

B

lvd

Spot Blvd

Clark A

ve

C

arolin

a B

lvd

Sm

ith A

ve

Darden A

ve

S. Anderson Blvd

Carolina Blvd

Crocker A

ve

Channel Blvd

Pipeline C

rossing

VE

HIC

LE

/E

QU

IP

ME

NT

BE

AC

H A

CC

ES

S

Under R

oad S

leeve

BC-3

BC-4

TB-4

4+74.34

21+79.67

42+39.76

BC-2

SC1-2

SC1-R2

SC1-R1

SC1-L2

SC1-L1

SC1-1

B

a

n

k

s

S

id

e

C

h

a

n

n

e

l 1

BC-R2

BC-R3

BC-L4

BC-L5

BC-L6

BC-R4

BC-L7

SC1-L3

SC1-L4

SC1-R3

SC1-R4

SC1-3

SC1-4

Banks Channel

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00

75+00

15+00

20+00

5+00

10+00

15+00

20+00 25+00

10+98.10

Scott A

ve

Carolina Blvd

S. Anderson Blvd

Hines A

ve

Crew

s A

ve

Carolina Blvd

Channel Blvd

Ward A

ve

Davis A

ve

Hayw

ood A

ve

B

rid

g

e

rs A

ve

Pearson A

ve

Em

pie A

ve

Bridgers Ave

Rocky M

t A

ve

Barw

ick

BC-5

BC-6

SC2-R1

SC2-1

SC2-3

SC2-3

SC2-R3

SC2-L3

SC2-L1

B

a

n

ks S

id

e

C

h

a

n

n

e

l 2

BC-R5

BC-R6

BC-L8

BC-L9

SC2-2

SC2-R2

SC2-L2

SC2-4

SC2-R4

SC2-L4

SC2-R5

SC2-L5

B

a

n

k

s

C

h

a

n

n

e

l

80+00

90+00

95+00

100+00

105+00

110+00

115+00

120+00

125+00

130+00 135+00

140+00

145+00

5+00 15+00

20+00

25+00

30+00

35+00

40+00

10+00

SHEET: 31 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'





Plan View - Banks Channel and Side Channels Layout and Control DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'






S

h

o

r

e

L

in

e

D

r

iv

e

O

c

e

a

n

B

lv

d

Goodw

in A

ve

T

o

p

s

a

il D

r

iv

e

McLeod A

ve

Boryk A

ve

C

arolin

a B

lvd

Trout A

ve

Drum

A

ve

Florida A

ve

S

. A

n

d

e

rso

n

B

lvd

Spot Blvd

Clark A

ve

C

arolin

a B

lvd

Sm

ith A

ve

Darden A

ve

S. Anderson Blvd

Carolina Blvd

Crocker A

ve

Channel Blvd

Pipeline C

rossing

VE

HIC

LE

/E

QU

IP

ME

NT

BE

AC

H A

CC

ES

S

Under R

oad S

leeve

4+74.34

21+79.67

42+39.76

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00

75+00

15+00

20+00

5+00

10+00

15+00

20+00 25+00

10+98.10

Scott A

ve

Carolina Blvd

S. Anderson Blvd

Hines A

ve

Crew

s A

ve

Carolina Blvd

Channel Blvd

Ward A

ve

Davis A

ve

Hayw

ood A

ve

B

rid

g

e

rs A

ve

Pearson A

ve

Em

pie A

ve

Bridgers Ave

Rocky M

t A

ve

Barw

ick

80+00

90+00

95+00

100+00

105+00

110+00

115+00

120+00

125+00

130+00 135+00

140+00

145+00

5+00 15+00

20+00

25+00

30+00

35+00

40+00

10+00

SHEET: 32 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'





Plan View - Banks Channel and Side Channels Bathymetry DWG DATE: December 1, 2016

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




B

r

id

g

e

r

s

A

v

e

Barw

ick

S. Anderson Blvd

Monroe Ln

Canady A

ve

N. Anderson Blvd

N. Anderson Blvd

Gaye A

ve

Bare F

oot Ln

N. Anderson Blvd

Sunset A

ve

Pipeline C

rossing

Under R

oad S

leeve

Queen's Grant

Sub Division

BC-7

BC-8

BC-9

BC-R7

BC-R8

BC-L10

BC-L11

BC-R9

BC-L12

Banks C

hannel

145+00

150+00

155+00

160+00

165+00

170+00

175+00

180+00

185+00

190+00

195+00

200+00

210+00

N

ix

o

n

A

v

e

S

id

b

u

ry

A

v

e

C

a

th

e

rin

e

A

v

e

N. A

nders

on B

lvd

B

e

e

c

h

w

o

o

d

D

r

F

ie

ld

s

A

v

e

S

tra

w

b

e

rry

L

n

H

u

m

p

h

re

y

A

v

e

H

is

p

a

n

io

la

L

n

B

e

a

c

h

w

o

o

d

D

r

C

ru

tc

h

fie

ld

A

v

e

S

u

rf C

ity

T

o

p

s

a

il B

e

a

c

h

Town Line

V

E

H

IC

LE

/E

Q

U

IP

M

E

N

T

B

E

A

C

H

A

C

C

E

S

S

BC-10

BC-R10

BC-L13

Banks Channel

215+00

220+00

225+00

230+00

235+00

240+00

245+00

250+00

255+00

260+00

265+00

270+00

210+00

SHEET: 33 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'





Plan View - Banks Channel Layout and Control DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




B

r

id

g

e

r

s

A

v

e

Barw

ick

S. Anderson Blvd

Monroe Ln

Canady A

ve

N. Anderson Blvd

N. Anderson Blvd

Gaye A

ve

Bare F

oot Ln

N. Anderson Blvd

Sunset A

ve

BC-7

BC-8

BC-9

BC-R7

BC-R8

BC-L10

BC-L11

BC-R9

BC-L12

Banks C

hannel

145+00

150+00

155+00

160+00

165+00

170+00

175+00

180+00

185+00

190+00

195+00

200+00

210+00

N

ix

o

n

A

v

e

S

id

b

u

ry

A

v

e

C

a

th

e

rin

e

A

v

e

N. A

nders

on B

lvd

B

e

e

c

h

w

o

o

d

D

r

F

ie

ld

s

A

v

e

S

tra

w

b

e

rry

L

n

H

u

m

p

h

re

y

A

v

e

H

is

p

a

n

io

la

L

n

B

e

a

c

h

w

o

o

d

D

r

C

ru

tc

h

fie

ld

A

v

e

S

u

rf C

ity

T

o

p

s

a

il B

e

a

c

h

Town Line

215+00

220+00

225+00

230+00

235+00

240+00

245+00

250+00

255+00

260+00

265+00

270+00

210+00

SHEET: 34 OF 40


Vertical Datum

Mean High Water

Conversion


910.821.1358SCALE: 1" = 200'


Scale: 1" = 200'





Plan View - Banks Channel Bathymetry DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'




SHEET: 35 OF 40


Vertical Datum

Mean High Water

Conversion








Station 0+00 to 115+00 - Banks Channel Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical





SHEET: 36 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



SHEET: 37 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical



SHEET: 38 OF 40


Vertical Datum

Mean High Water

Conversion




Notes:1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet2. Vertical Datum: Mean Low Water - Beaufort Datum3. Data collected by TI Coastal in November 2016 (post Hurricane Matthew) and







Station 0+00 to 26+66 - Banks Side Channel 1 Cross Sections DWG DATE: December 1, 2017

1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical11x17 Plotted to Half Scale

173

SHEET: 39 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical





SHEET: 40 OF 40


Vertical Datum

Mean High Water

Conversion









1.20'

NAVD 1988

2.54'

Mean Low Water

3.74'



Horizontal

0' 5' 10' 20'Vertical





Documents

TOPSAIL BEACH NOURISHMENT AND CHANNEL …saw-reg.usace.army.mil/PN2017/SAW-2013-00404-Plans.pdf · 1/12/2017 · SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 Atlantic