100_090_BR0160_RDY_FP_PSH04_FO_20230515

24" RCP-V
EST 7 SY GEOTEXTILE
EST 2 TON CL 'B' RIP RAP
EST 7 SY GEOTEXTILE
EST 2 TON CL 'B' RIP RAP
15" RCP-III
15" RCP-III
SEE DETAIL A
RIP RAP AT EMBANKMENT
SEE DETAIL F
TOE PROTECTION
EST 9 SY GEOTEXTILE
EST 5 TON CL 'B' RIP RAP
15" W/ ELBOWS
EST 5 SY GEOTEXTILE
CL 'B' RIP RAP
EST 1 TON
3 TONS CL 'I' RIP-RAP; 4 SY GEOTEXTILE
5' X 6' RIP-RAP PAD
GROUND
NATURAL
SLOPE
FILL
SEE DETAIL J
CHANNEL CHANGE
SEE DETAIL B
SPECIAL CUT BASE DITCH
SEE DETAIL B
SPECIAL CUT BASE DITCH
DITCH SEE DETAIL C
SPECIAL LATERAL BASE
Grade
Ditch
1.5'
GEOTEXTILE
Slope
Ditch
Front
Slope
Fill
BRIDGE
EXISTING
REMOVE
REMOVE
CB-G18" R
C
P
INV=11.68'S
E
A
T
=
5.
9
3'
INV=10.75'
WOODS
WOODS
WOODS WOODS
NC 179B BEACH DR - 24' BST
BL-102BL-101
B
L
-1
0
3
M
T
L
MTL
MTL
CONC
BST
WOODS
CONC
C
A
L
A
B
A
S
H

R
IVE
R
WOODS
M
T
L
M
T
L
EIP
EIP
S 11°03'46" E
749.06'
N 11°05'45" W
95.00'
N 11°01'40" W
49.95'
N 11°05'42" W
20.05'
N 11°03'17" W
117.60'
N 11°03'17" W
12.13'
PB
6
6
, PG
6
5
WATER
L
INE
IS
NORMAL
H
IGH
PRO
PERTY
L
INE
PB 66 PG 65
TOWNVIEW PLACE 40' EASEMENT
S 86°56'40" W
84.43'
N 74°08'33" W
40.13'
E
IP
DOCK
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
0
.
19
'

E
IP

T
O

R
/
W
EIP
N

7
9
°0
0
'
0
9
"
E
2
7
9
.
8
8
'
S 11°01'05" E
817.01'
N
7
8
°12
'11" W
3
10
.13
'
DAVID B. STANALAND, JR.
DB 3876 PG 1039 T-4
PB P PG 288
DAVID B. STANALAND, JR.
DB 3876 PG 1039 T-3
PB P PG 288
B
U
L
K
H
E
A
D
G
R
GR
P
IL
E
S
M
A
R
S
H
M
A
R
S
H
R
A
P
R
IP
B
R
ID
G
E

#
15
C
O
N
C

D
E
C
K
BM
1
POLE
GUY
W/LT
W/LT
TO THE INTERCOASTAL WATERWAY
HW&WW
T
IM
B
ER

DOCK (RUINS)
S
E
A
T
=
6.
0
0'
L
1
L
2
L
3
L
4
L
5
L
6
L
7
L
8
L
9
L
10
L
11
L
12
L
13
L
14
L
15
L
16
S 79°37'22" E 1.67'L1
N 33°34'11" E 12.49'L2
L3 N 52°08'50" E 18.35'
N 67°27'50" E 22.46'L4
N 85°30'22" E 17.69'L5
L6
L7
L8
S 89°16'53" E 7.93'
N 26°59'09" E 12.92'
N 44°46'25" E 10.75'
L9
L10
L11
L12
N 59°41'04" E 13.15'
9.40'
N 61°32'28" E 24.38'
N 71°01'20" E 30.69'
L13
L14
L15
L16
N 32°07'20" E 21.21'
N 77°25'13" E 15.89'
N 33°52'29" E 27.98'
N 63°50'56" E 9.21'
S 01° 04'47" E
(RUINS)
SHED
C
C
C C HH
T
T
TC
EO
I
E
O
I
25 P
R
25 PR
25 PR
25 PR
25 PR
96 FO
96 FO96 FO
D
A
T
U
R
D
A
T
U
R
8" PVC
8" PVC
8" AC?8" AC?
D
A
T
U
R
C
P
B

6
6
P
G
6
5
M
A
P
P
R
E
P
A
R
E
D
B
Y

S
AM
U
E
L
T
.
INM
A
N

D
A
T
E
D
5
-2
7
-0
5
P
O
S
S
IB
L
E
3
0' B
R
U
N
SW
IC
K

C
O
U
N
T
Y
W
A
T
E
R
L
IN
E

E
A
S
EM
E
N
T
F
O
R

E
A
S
EM
E
N
T

A
C
R
O
S
S
T
H
E
R
IV
E
R
N
O
O
T
H
E
R

R
E
F
E
R
E
N
C
E

F
O
U
N
D

N 89°56'54" W
77.51'
TOWN OF CALABASH
DB 3949 PG 339
PB 66 PG 65
BM
1
*****************************
RRSPIKE IN 21" OAK
OFFSET 137' LEFT
BL STATION 30+25
N 50829 E 2136618
BM1 ELEVATION = 11.88'
****************************
1
2
3
70.00' RT.
55.00' RT.
26.00' RT.
19+15.00
60.00' LT.
50.00' LT.
16+16.07
60.00' LT.
30.00' LT.
12+25.00
50.00' LT.
30.00' LT.
12+50.00
75.00' LT.
65.00' LT.
60.00' LT.
50.00' LT.
17+68.00 75.00' LT.
65.00' LT
50.00' LT.
18+41.80
75.00' LT.
65.00' LT.
34.00' LT.
19+15.00
55.00' RT.
47.00' RT.
16+16.07
47.00' RT.
30.00' RT.
13+00.00
55.00' RT.
17+75.00
70.00' RT.
55.00' RT.
47.00' RT.
18+41.80
55.00' RT.
12+40.00
40.00' RT.
30.00' RT.
10+11.00
0401
0403
0402
0404
TB
2G
I0405
0
4
0
6
0407
ELB
ELB
( Not to Scale)
TOE PROTECTION
d
3:1
18 TONS CL 'B' RIP-RAP; 40 SY GEOTEXTILE
FROM -L- STA. 14+00 TO STA. 14+50 LT
DETAIL F
b
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= SEE BELOW
0
5'
10'
D
B
( Not to Scale)
CHANNEL CHANGE
DETAIL J
Ground
Natural3:1
1.5:1
Slope
Fill
Embankment
Rock
B= 8 Ft.
SEE CONTOURS FOR "D"
EXISTING CONTOURS (DASHED LINES)
PROPOSED CONTOURS (SOLID LINES) AND
ROCK PLATING: BEGIN -L- 17+37.50 END 18+64.31 LT.
BEGIN -L- 17+37.50 END 18+64.31 RT.
SEE SHEET 2A-2 FOR DETAILS
SBG: BEGIN -L- 16+70 END 18+64 RT
DDE = 30 CY
FROM -L- STA. 18+67 TO STA. 19+10 RT
( Not to Scale)
RIP RAP AT EMBANKMENT
10 TONS CL 'I' RIP-RAP; 14 SY GEOTEXTILE
FROM -L- STA. 18+37 TO STA. 18+49 LT
DETAIL A
Type of Liner= SEE BELOW
10'min.
1.0'min.
TB2GI
3:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
DETAIL B
Ground
Natural
B= 4.0 Ft.
Min. D= 1.0 Ft.
FROM -L- STA. 12+75 TO STA. 13+94 RT
FROM -L- STA. 12+50 TO STA. 14+00 LT
Flatter3:1 or
D
B
( Not to Scale)
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 17+15 TO STA. 18+37 LT
FROM -L- STA. 15+00 TO STA. 18+63 RT
OR IF TRANSITIONING TO ROCK EMBANKMENT
*1.5:1 FILL SLOPE OR FLATTER IF ROCK EMBANKMENT
DETAIL C
Ground
Natural
Flatter
3:
1
or Flatter3:1 or *
B= 4.0 Ft.
Min. D= 1.0 Ft.
5'
SEE DETAIL C
BASE DITCH
SPECIAL LATERAL
GREU TL-3
0
0
0
6
0
6
0
2
5
0
2
5
0
2
5
0
2
5
0
2 0
1
0
1
0
2
0
5
0
4
0
3
8
:1
50:1
12
'
12
'
-L- POT Sta. 10+00.00
-L- PC Sta. 16+16.07
-L- PT Sta. 18+41.80
(TYP.)
24'
+
6
8
.0
7
0
5
0
4
0
3
(TY
P
.)
2
4'+
9
3
.8
0
-L-
PI Sta 17+29.63
D
L = 225.73'
T = 113.56'
R = 833.00'
-L- CURVE DATA
SE = 06
12'
12'+
7
7
.8
0
12'
4' PS
12
'
12
'
2'-6" C&G
-L- POT STA. 13+00.00
BEGIN PROJECT BR-0160
-
L
-
0
2
5
E
X
0
2
5
0
15
E
X
0
2
5
+
0
0
.0
0
(TYP.)
24'
10
+
0
0
15
+
0
0
2
0
+
0
0
RO = 144'
-L- POT STA. 12+50.00
BEGIN CONSTRUCTION
-L- STA. 17+35.00
BEGIN PEDESTRIAN RAIL
0
2
5
0
2
5
0
15
0
0
5
0
0
5
0
15
+
9
6
.0
7
3
'
3
'-
3
"
-L- POT Sta. 18+88.31
BEGIN BRIDGE
-L- STA. 13+28.00
BEGIN 10' MUP
10
'-
3
"
+
7
5
.0
0 TYP
.
15'
4
1' -
6
"
24'
16.00' LT
-L- STA. 13+00.00
BEGIN 2'-6" C&G
-L- STA. 17+52.50
ISLAND COVER (R=2.25')
BEGIN 4" CONC.
TYPE-III
-L- STA. 17+90.00
SEE SHEET 2B-1 FOR C&G TRANSITION
SEE SHEET 2B-2 FOR DETAILS
BARRIER W/ MOMENT SLAB
BEGIN 42" SLOTTED VERT. CONC.
-L- STA. 18+64.31
BEGIN APPROACH SLAB
SEE SHEET 2B-2 FOR DETAILS
END 42" SLOTTED VERT. CONC. BARRIER W/ MOMENT SLAB
END PEDESTRIAN RAIL
END 4" CONCRETE ISLAND COVER
END 2'-6" C&G
15
+
4
2
.0
0
R
=
6
0
'
15
+
73.6
1
R
=
60'
15
+
7
8.8
6
R
=
60'16
+
10
.
4
8
16
+
6
4
.0
0
16 +9 6 .5 6
17 +0 1.6 2
17
+
3
0
.5
6
R
=
6
0
'
R
=
6
0
'
R =6 0 '
R =6 0 '
R
=
6
0
'
48.00' LT.
16+10.48
-L-
2
6
'
R=500'
26.25' LT
18+64.31
END MUP TAPER
28.50' LT
17+54.73
BEGIN MUP TAPER
18.50' LT.
17+54.64
16.00' LT.
18+64.31
GREU TL-3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4BR-0160
0
6
-
M
A
R
-
2
0
2
3

10
:
2
9
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:
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R
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$
$
$
U
S
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R
N
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$
$
$
$
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -L- PROFILE, SEE SHEET NO. 6
M
ATC
H
LIN
E
S
H
EET 5

-
L-
S
TA. 2
1+
0
0
.0
0
10' MUP DETAIL
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL

040418 DNOB .M
DER
AJPROFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL

18442
G
ER,JR.
NILLOBN ELO
DRA
H
C
R
I
NC FIRM LICENSE No: F-0493
RALEIGH, NC 27615
8521 SIX FORKS ROAD, SUITE 400
FOR -L- STRUCTURE, SEE SHEET S-1
REMOVE
GRADE TO DRAIN
IA
-MASH
TL
-3
10' MUP
10' MUP
10' MUP
IA
-MASH
TL
-3
F
C
C
CC F
F
F
C
F
C
C
C
F
C
N
A
D

8
3
/ N
A

2
0
1
1
DocuSign Envelope ID: 6DA140DF-9B86-438B-AD7B-E751754E3CAB
3/14/2023 3/14/2023