PLANS_SNOW'S-CUT_SHORE_PROTECTION.pdf
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ISSUE DATE :
of Engineers
US Army Corps fi
ATLANTIC INTRACOASTAL WATERWAY
NEW HANOVER COUNTY, NORTH CAROLINA
C O
V E
R S
H E
E T
G000
S C u tC o v e rS h e e tG
.d g n
SNOW’S CUT SHORELINE PROTECTION
11 AUGUST 2017
SOLICITATION NO. : IFB W912PM-17-B-0006
CONTRACT NO. : W912PM-17-C-00XX
F
IL
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US Army Corps
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IN
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D R
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IN
G T
IT
L E
L
C R
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C H
IF
B N
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W P
M -1
-B -0
X
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W P
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-C -0
X
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N E
W
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IN
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Approval Recommended: *
Approved: *
DATE
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
4 AUGUST 2017
4 AUGUST 2017
Cape Lookout
PROJECT
AT
LA
NT
IC
OCE
AN
City Morehead
PENDER COUNTY
BLADEN COUNTY
COLUMBUS COUNTY
SHALLOTTE
WILMINGTON
SOUTHPORT
SCALE IN MILES
N
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
KURE BEACH
P R
O J E
V
IC
IN
IT
Y
N
D
C A T
IO
M
P S
IN
D
X
F
A W
IN
G S
G001
S C u tG
.d g n
PROJECT
PROTECTION
SHORELINE
AIWW SNOW’S CUT
SNOW’S CUT SOUTH AREA 2 CROSS SECTIONS STA. 2+40 TO 2+57.47
SNOW’S CUT SOUTH AREA 2 CROSS SECTIONS STA. 1+20 TO 2+20
SNOW’S CUT SOUTH AREA 2 CROSS SECTIONS STA. 0+00 TO 1+00
SNOW’S CUT SOUTH AREA 1 CROSS SECTIONS STA. 40+00 TO 40+70
SNOW’S CUT SOUTH AREA 1 CROSS SECTIONS STA. 38+80 TO 39+80
SNOW’S CUT SOUTH AREA 1 CROSS SECTIONS STA. 37+60 TO 38+60
SNOW’S CUT SOUTH AREA 1 CROSS SECTIONS STA. 36+40 TO 37+40
SNOW’S CUT SOUTH AREA 1 CROSS SECTIONS STA. 35+20 TO 36+20
SNOW’S CUT NORTH AREA CROSS SECTIONS STA. 40+80 TO 41+80
SNOW’S CUT NORTH AREA CROSS SECTIONS STA. 39+60 TO 40+60
SNOW’S CUT NORTH AREA CROSS SECTIONS STA. 38+40 TO 39+40
SNOW’S CUT NORTH AREA CROSS SECTIONS STA. 37+20 TO 38+20
TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS
NORTH AREA & SOUTH AREA 1 TYPICAL END SECTIONS GENERAL LAYOUT END SECTIONS
SNOW’S CUT SOUTH AREA 2 STONE SILL SITE PLAN & TYPICAL SECTION
SNOW’S CUT SOUTH AREA 1 STONE SHORELINE PROTECTION SITE PLAN & TYPICAL SECTION
SNOW’S CUT NORTH AREA STONE SHORELINE PROTECTION SITE PLAN & TYPICAL SECTION
GENERAL LOCATION MAP
INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS
C312
C311
C310
C309
C308
C307
C306
C305
C304
C303
C302
C301
C105
C104
C103
C102
C101
G002
G001
F
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A M
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-0
-0
D R
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IN
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D R
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N
A
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D B
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D A
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C O
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R A
C T N
O
C H
E C
K E
D B
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IS
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
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P S O
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N G
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L
C R
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C H
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C R
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C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
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R O
L
IN
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PLATE TITLE
0 20
DARE
N E
W H
A N
O V E
R
M O
O R
E
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
PA
M
LI
C O S
O U N D
R O
A N
O K
E
R
IV
E R
N E U S E
R
IV
ER
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
V
IL
L E
P E R
Q U
IM
A N S
P A S Q
U O T A N
K
C A
M D E N
C U R R
IT
U C
K
MARTIN
BERTIE
GREENE
LENOIR
WAYNE
HARNETT
BLADEN
0 10050 200
SCALE 1’ = 100’
G002
E ,3
.0
E ,3
,5
E ,3
,0
E ,5
E ,0
N 113,500
WILMINGTON, NC 28402
9614 RIVER RD,
PID: R08800-008-001-000
USACE
( S N O W ’S C U T )
A T L A N T I C I N T R A C O A S T A L W A T E R W A Y
DOCKING FACILITY
US ARMY CORPS OF ENGINEERS
DOCK
EXISTING
RIPRAP AREA
EXISTING
C H
A
IN
L
IN
K
CHAIN LINK
RI
PRAP
RIP
RAP
EL. 6.39
E 2,334,764.66
N 113,410.60
HUB/TACK
ELEV. 17.43
HUB / TACK
CAROLINA BEACH , NC 28428
220 ANNIE DR.
PID: R08800-008-002-000
USACE
,8
.3
(P
ID
E
A
U S
C
G S
T O
T
ID
A L N
O
TRAIL
GRAVEL
TRAIL
GRAVEL
ROAD
CL DIRT
-21.2
-28.7
-22.9
-22.5
-22.7
-25.5
-22.0
-20.8
-19.4
-14.7
-25.5
-22.3
-21.0
-29.8
-23.1
-10.8
-2.1
-6.6
-14.8
-21.4
-26.2
-36.2
-25.3
-12.7
-7.8
-7.7
-13.1
-10.5
-17.8
-27.8
-25.6
-10.5
-8.2
-4.5
-6.1
-9.9
-10.0
-10.6
-24.5
-25.7
-13.2
-9.1
-6.9
-5.1
-12.2
-12.5
-15.5
-21.3
-22.8
-19.3
-11.2
-8.4
-2.4
-10.8
-12.0
-10.6
-18.7
-22.6
-21.2
-16.4
-10.3
-5.2
-10.5
-12.1
-12.5
-17.6
-23.1
-22.0
-18.9
-10.6
-7.8
-7.2
-12.8
-13.0
-16.5
-21.9
-22.9
-21.8
-14.6
-9.3
-2.7
-2.0
-12.0
-14.0
-15.9
-21.6
-22.8
-22.4
-18.0
-11.1
-4.7
-6.6
-13.8
-14.4
-21.2
-24.0
-24.2
-22.2
-15.5
-5.8
-11.2
-16.6
-20.1
-23.2
-24.7
-23.7
-18.5
-9.3
-3.0
-14.9
-19.4
-20.3
-23.4
-22.8
-21.8
-13.7
-13.6
-19.2
-19.1
-22.5
-21.5
-21.9
-18.7
-4.4
-8.4
-16.9
-17.7
-19.1
-21.2
-21.5
-21.0
-8.7
-15.5
-17.0
-16.7
-18.9
-19.5
-20.7
-16.6
-13.7
-14.9
-15.1
-17.6
-19.3
-19.3
-17.6
-14.9
-17.9
-18.4
-17.6
-16.9
-17.1
-9.1
-16.0
-17.8
-16.6
-17.0
-17.1
-16.5
-11.8
-17.5
-17.5
-16.3
-15.9
-15.5
-15.7
-18.3
-19.4
-16.7
-15.0
-14.8
-14.8
-18.0
-20.2
-17.3
-15.0
-14.5
-13.4
-15.8
-18.2
-17.0
-15.3
-15.4
-14.5
-16.2
-19.9
-18.8
-15.9
-15.8
-15.4
-19.9
-18.2
-19.0
-16.7
-15.0
-14.9
-16.4
-17.3
-17.4
-14.9
-14.9
-14.9
-14.2
-13.6
-16.1
-18.3
-17.3
-16.9
-16.6
-18.9
-19.4
-20.4
-19.3
-5.8
-16.1
-14.6
-16.8
-18.1
-18.8
-2.3
-16.0
-17.9
-16.7
-16.8
-20.5
-9.9
-19.3
-22.1
-23.0
-19.0
-22.4
-5.5
-15.8
-19.9
-22.2
-21.7
-22.5
-4.9
-15.3
-14.5
-17.4
-22.5
-21.4
-18.4
-17.1
-17.3
-15.9
-18.5
-19.7
-19.2
-12.4
-19.7
-18.2
-17.7
-15.0
-17.3
-5.4
-22.5
-21.4
-18.1
-16.6
-14.9
-15.8
-19.2
-23.3
-20.7
-17.5
-15.5
-14.9
-14.9
-21.7
-21.2
-18.6
-16.5
-14.1
-18.2
-20.9
-17.7
-16.5
-14.8
-14.0
-14.3
-17.5
-15.5
-15.6
-13.8
-13.0
-14.3
-14.7
-13.8
BULKHEAD
WOODEN
-5
SOUTH AREA 1
PROTECTION
STONE SHORELINE
SOUTH AREA 2
STONE SILL
S C u tG
.d g n
MEAN LOWER LOW WATER MLLW = -2.959
MEAN LOW WATER MLW = -2.805
MEAN SEA LEVEL MSL = -0.709
MEAN TIDE LEVEL MTL = -0.702
NORTH AMERICAN VERTICAL DATUM = 0.000
MEAN HIGH WATER MHW = 1.401
MEAN HIGHER HIGH WATER MHHW = 1.742
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88):
ELEVATIONS OF TIDAL DATUMS REFERENCED TO
T I D A L D A T U M S
NORTH AREA
PROTECTION
STONE SHORELINE
L A
K E P
A R
K B
L V
C E
S S R
D
SPENCER
FARLOW
DR.
W H
E L
K L
N
RIVER RD.
R
IV
E R R
D
H W
Y
D R
IL
L S
H E
L L L
N
A N
N
IE
D
R
SPENCER FARLOW DR.
ANNIE DR.
SPENCER FARLOW DR.
AREA 274
DISPOSAL
DREDGE MATERIAL
FALLEN TREES.
4. THE CONTRACTOR SHALL REMOVE OFF THE PROJECT SITE AND PROPERLY DISPOSE OF ANY
TRACKED OUTSIDE THE CONSTURCUTION LIMITS OR ONTO PAVED AREAS DAILY.
OCCUR, THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL MATERIAL
TRACKING OF MATERIAL OUTSIDE THE CONSTURCUTION LIMITS. WHEN TRACKING DOES
3. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER THAT WILL MINIMIZE
BULKHEAD.
OF THE EXISTING BULKHEAD AND DONE IN SUCH A MANNER TO AVOID DAMAGE TO THE EXISTING
2. PLACEMENT OF ARMOR STONE BY MECHANICAL EQUIPMENT WILL BE REQUIRED WITHIN 2 FEET
ON THE DRAWINGS OR OTHERWISE AS APPROVED BY THE GOVERNMENT.
ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL LIMIT ACCESS ROUTES TO THOSE SHOWN
DIRTH PATH WITH A GATED AND LOCKED ENTRANCE. THE APPROXIMATE ACCESS ALIGNMENTS
ACCESS TO THE NORTH AREA AND SOUTH AREA 1 IS OFF PUBLICE ROADS ONTO A GRAVEL OR
1. THE GENERAL VICINITY OF WORK IS ACCESSABLE FROM THE AIWW & FROM PUBLIC ROADS. THE
GENERAL NOTES:
-10
-10
-15
S N
O W ’S C
U T B
R
ID
G E O
V E
R A
IW
W
BASINS
SEDIMENT
EXISTING
V
IA
S
P E
N C
E R F
A R
L O
W D
R
U N
D E
R S
N O
W ’S C
U T B
R
ID
G E
C L D
IR
T R
O A
D
-5
-5
0 0
5 5
-10
-15
-10
-15
-5
-15
-10
-5
-20 -15
-10
-15
G E
N E
R A L
L O
C A T
M
P
CORPS PROPERTY LINE (APPROX. )
CORPS PROPERTY LINE (APPROX. )
N C
D O
T R
IG
H T O
F W
A Y E
A S
E M
E N
T
A P
P R
O X
ELEV 11.31’ NAVD 88
VERTICAL CONTROL - "TIDAL NO. 1" 1956, USC&GS 1956 (PID = EA0672)
ELEV. 22.72’
E 2,331,623.45
N 93,936.69
HORIZONTAL CONTROL - "KURE AZ MK" (PID = EA1288):
COORDINATES ARE BASED ON STATE PLANE COORDINATE SYSTEM (NAD 83)
2. ELEVATIONS AND SOUNDINGS ARE REFERENCED TO NAVD 88 VERTICAL DATUM.
APRIL 21 THRU JUNE 8 2017
1. SURVEY CONTROL NOTES BASED ON FIELD SURVEYS CONDUCTED FROM
SURVEY CONTROL NOTES:
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
N 113,300
N 113,400
N 113,500
E ,3
,2
E ,3
,3
E ,3
,4
E ,3
,5
E ,3
,6
E ,3
,7
15 30 60
SCALE 1’ = 30’
C101
10’ 10’
2.5
TOP OF RIPRAP
RT.EDGE
TOP OF BANK
DISTANCE VARIES
B/L
2.5
GEOTEXTILE
RIPRAP
NCDOT CLASS A
CORE STONE
RIPRAP
NCDOT CLASS II
ARMOR STONE
MLLW (ELEV. -2.96 NAVD 88)
MHW (ELEV. 1.40 NAVD 88)
.5
.5
.5
GROUND
EXISTING
C101
C101
A
SHORELINE PROTECTION
TYPICAL SECTION
NOT TO SCALE
A
C101 NOT TO SCALE
DETAIL A
RIPRAP
RT. EDGE
DISTANCE TO
STATION
BASELINE
RIPRAP
RT. EDGE
DISTANCE TO
STATION
BASELINE
RIPRAP
RT. EDGE
DISTANCE TO
STATION
BASELINE
38+80
38+70
38+60
38+50
38+40
38+30
38+20
38+10
38+00
37+90
37+80
37+70
37+60
37+50
37+40
37+30
37+20
19.02
20.39
21.68
19.75
22.27
23.21
27.94
26.61
24.98
23.34
28.25
32.86
35.07
36.43
38.88
43.37
42.26
40+50
40+40
40+30
40+20
40+10
40+00
39+90
39+80
39+70
39+60
39+50
39+40
39+30
39+20
39+10
39+00
38+90
22.49
19.10
19.65
20.15
20.38
20.81
20.60
18.60
19.99
20.38
20.77
20.00
18.55
17.78
18.98
18.43
17.82
41+80
41+70
41+60
41+50
41+40
41+30
41+20
41+10
41+00
40+90
40+80
40+70
40+60
25.43
24.85
25.47
28.21
26.87
26.25
22.96
21.47
22.87
24.33
24.23
21.74
22.29
S C u tN
C .d g n
MEAN LOWER LOW WATER MLLW = -2.959
MEAN LOW WATER MLW = -2.805
MEAN SEA LEVEL MSL = -0.709
MEAN TIDE LEVEL MTL = -0.702
NORTH AMERICAN VERTICAL DATUM = 0.000
MEAN HIGH WATER MHW = 1.401
MEAN HIGHER HIGH WATER MHHW = 1.742
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88):
ELEVATIONS OF TIDAL DATUMS REFERENCED TO
T I D A L D A T U M S
INVERT = 6.09-FT
36-INCH CMP
ELEV 11.31’ NAVD 88
VERTICAL CONTROL - "TIDAL NO. 1" 1956, USC&GS 1956 (PID = EA0672)
3. VERTICAL REFERENCE: NAVD 1988, US SURVEY FEET.
ELEV. 22.72’
E 2,331,623.45
N 93,936.69
HORIZONTAL CONTROL - "KURE AZ MK" (PID = EA1288):
NAD 1983 (2011), US SURVEY FEET.
2. HORIZONTAL REFERENCE: NORTH CAROLINA STATE PLANE COORDINATE SYSTEM,
HYDROGRAPHIC SURVEY WORK PERFORMED BY USACE, WILMINGTON DISTRICT NAVIGATION
1. FIELD SURVEY PERFORMED 21 APRIL - 8 JUNE 2017 BY USACE, WILMINGTON DISTRICT
NOTES:
Z 17.97-Ft
E 2,333,675.93-Ft
N 113,581.10-Ft
ECM "T4-18B"
T O
K U
R E A
Z M
K S
°5 ’5 "W
.3
T
ID
A L N
O S °4 ’4 "E
.8
EARTH BACKFILL
EXCAVATION
CLEARING LIMITS VARIES
.5
GROUND
EXISTING
RIPRAP
NCDOT CLASS II
ARMOR STONE
RIPRAP
NCDOT CLASS A
CORE STONE
GEOTEXTILE
TOP OF RIPRAP
1’
FILL
COMPACTED
EXCAVATION
C101
B
B
C101 NOT TO SCALE
DETAIL B
MLLW (ELEV. -2.96 NAVD 88)
2.
5’
.5
RIPRAP
NCDOT CLASS II
ARMOR STONE
1’
GEOTEXTILE
RIPRAP
NCDOT CLASS A
CORE STONE
LIMITS VARIES
SEEDING
S
IT
E
P L
P
IC
A L
S E
C T
IO
N
S T
O N
E
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
S N
O
R
E A
LIMITS
CLEARING
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
CHAIN LINK
BRIDGE PILING
CHAIN LINK CHAIN LINK
INVERT 2.52-FT
18-INCH RCP
WOOD CRADLE (2)
RIPRAP
WILMINGTON, NC 28402
9614 RIVER RD,
PID: R08800-008-001-000
USACE
E 2333834.5891
N 113664.5465
STA 42+30
-14.1 -16.9
-18.1 -14.0
-11.6 -8.4
-9.4
-11.5
-11.2
-16.8
-15.1
-14.7
-13.1
-10.6
-10.9
-12.6
-11.6
-12.4
-12.7
-13.9
-11.3
-12.4
-14.3
-13.7
-15.5
-16.5
-15.0
-15.0
-16.2
-17.8
E 2333340.0716
N 113473.8834
STA 37+00
( S N O W S C U T )
A T L A N T I C I N T R A C O A S T A L W A T E R W A Y
Z 17.97-Ft
E 2,333,675.93-Ft
N 113,581.10-Ft
ECM "T4-18B"
T O
K U
R E A
Z M
K S
°5 ’5 "W
.3
T
ID
A L N
O S °4 ’4 "E
.8
HA-14
AIWW-SCT
HA-9
AIWW-SCT
HA-8
AIWW-SCT
HA-15
AIWW-SCT
HA-7
AIWW-SCT
U
S H
W Y
S N
O W ’S C
U T B
R
ID
G E
BANK
CUT OFF FLUSH WITH EXISTING
8-INCH SANITARY SEWER LINE
CL DIRT ROAD
CL DIRT ROAD
-1
-10 -10
-5
-5
-5
-5
-5
5 5 5 5
-15
CL DIRT ROAD
-1
DISPOSAL AREA 274
DREDGE MATERIAL
V-01
AIWWSC-17
V-02
AIWWSC-17
V-03
AIWWSC-17
CORPS PROPERTY LINE (APPROX. )
N C
D O
T R
IG
H T O
F W
A Y E
A S
E M
E N
T
A P
P R
O X
S
IT
E
P L
P
IC
A L
S E
C T
IO
N
S T
O N
E
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
S N
O
T
S
O U
E A
N
0 3015 60
SCALE 1’ = 30’
C102
B/L
GROUND
EXISTING
C102
C102
A
SHORELINE PROTECTION
TYPICAL SECTION
S C u tS
C
.d g n
C102
DETAIL A
B
C102
DETAIL B
1’
1’
2.5’
.5
1’
1’
ELEV. 17.97’
E 2,333,675.93
N 113,581.10
PROJECT CONTROL POINT - ECM "T4-18B" USACE
ELEV 11.31’ NAVD 88
VERTICAL CONTROL - "TIDAL NO. 1" 1956, USC&GS 1956 (PID = EA0672)
3. VERTICAL REFERENCE: NAVD 1988, US SURVEY FEET.
ELEV. 22.72’
E 2,331,623.45
N 93,936.69
HORIZONTAL CONTROL - "KURE AZ MK" (PID = EA1288):
NAD 1983 (2011), US SURVEY FEET.
2. HORIZONTAL REFERENCE: NORTH CAROLINA STATE PLANE COORDINATE SYSTEM,
HYDROGRAPHIC SURVEY WORK PERFORMED BY USACE, WILMINGTON DISTRICT NAVIGATION
1. FIELD SURVEY PERFORMED 21 APRIL - 21 JUNE 2017 BY USACE, WILMINGTON DISTRICT
NOTES:
-44.27
-46.83
-53.38
-54.59
-55.80
-61.79
-68.10
-66.61
-68.90
-68.76
-68.14
-70.92
-74.64
-84.12
-89.06
-90.23
-95.45
-97.84
-96.52
-98.25
-99.70
-103.41
-105.68
-104.91
-104.54
-105.90
37+60
37+50
37+40
37+30
37+20
37+10
37+00
36+90
36+80
36+70
36+60
36+50
36+40
36+30
36+20
36+10
36+00
35+90
35+80
35+70
35+60
35+50
35+40
35+30
35+20
35+10
STATION
BASELINE
RIPRAP
LT. EDGE
DISTANCE TO
STATION
BASELINE
-32.66
-32.51
-32.36
-33.68
-31.18
-28.77
-28.06
-29.48
-30.63
-30.70
-32.37
-34.46
-35.65
-36.41
-35.35
-34.77
-32.42
-33.73
-35.69
-42.28
-43.85
-42.19
RIPRAP
LT. EDGE
DISTANCE TO
39+80
39+70
39+60
39+50
39+40
39+30
39+20
39+10
39+00
38+90
38+80
38+70
38+60
38+50
38+40
38+30
38+20
38+10
38+00
37+90
37+80
37+70
40+70
40+60
40+50
40+40
40+30
40+20
40+10
40+00
39+90
-47.42
-44.07
-39.15
-37.40
-34.77
-30.51
-29.71
-28.92
-30.79
RIPRAP
LT. EDGE
DISTANCE TO
STATION
BASELINE
RIPRAP
NCDOT CLASS II
ARMOR STONE
.5
MHW (ELEV. 1.40 NAVD 88)
MLLW (ELEV. -2.96 NAVD 88)
MEAN LOWER LOW WATER MLLW = -2.959
MEAN LOW WATER MLW = -2.805
MEAN SEA LEVEL MSL = -0.709
MEAN TIDE LEVEL MTL = -0.702
NORTH AMERICAN VERTICAL DATUM = 0.000
MEAN HIGH WATER MHW = 1.401
MEAN HIGHER HIGH WATER MHHW = 1.742
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88):
ELEVATIONS OF TIDAL DATUMS REFERENCED TO
T I D A L D A T U M S
CLEARING LIMITS VARIES
TOP OF RIPRAP
LT.EDGE
DISTANCE VARIES
LIMITS VARIES
SEEDING
10’10’
TOP OF BANK
.5
2.52.5
RIPRAP
NCDOT CLASS A
CORE STONE
GEOTEXTILE
.5
MLLW (ELEV. -2.96 NAVD 88)
RIPRAP
NCDOT CLASS II
ARMOR STONE
RIPRAP
NCDOT CLASS A
CORE STONE
GEOTEXTILE
RIPRAP
NCDOT CLASS II
ARMOR STONE
TOP OF RIPRAP
GEOTEXTILE
NOT TO SCALE
NOT TO SCALE
.5
RIPRAP
NCDOT CLASS A
CORE STONE
GROUND
EXISTING
N 112,800
N 112,700
E ,3
,2
E ,3
,3
E ,3
,4
E ,3
,5
E ,3
,6
E ,3
,7
E ,3
,8
N 112,900
T O T -1
B N
°7 ’2 E
.2
NOT TO SCALE
FILL
COMPACTED
EXCAVATION
LIMITS
CLEARING
X X X X X X
X
SPLIT RAIL
X
GATE CHAIN LINK
GRAVEL TRAIL
GRAVEL TRAIL
RIP
RAP
WOODS
W O
O D S
E 2333958.4061
N 112982.0498
STA 41+00
-22.5
-20.5
-21.2
-21.9
-20.7
-20.4
-21.1
-21.5
-23.4
-21.8
-21.3
-21.3
-22.5
-23.5
-20.5
-21.6
-22.7
-22.9
-23.9
-25.5
-18.5
-21.1
-23.5
-24.1
-25.0
-25.4
-14.9
-21.1
-23.7
-25.2
-25.7
-25.0
-12.7
-19.3
-22.9
-24.9
-25.8
-25.0
-23.8
-9.4
-17.0
-22.7
-24.5
-25.0
-24.1
-23.1
-8.1
-15.9
-22.6
-25.1
-25.7
-24.1
-23.1
-23.0
-25.4
-24.2
-22.9
-22.3
-23.7
-25.9
-25.5
-23.5
-23.0
-21.9
-25.8
-26.3
-24.8
-23.0
-22.5
-23.6
-25.5
-25.3
-22.7
-22.3
-20.3
-23.2
-24.5
-23.0
-22.2
-15.2
-20.6
-21.5
-22.9
-22.1
-21.1
-14.8
-17.7
-19.5
-21.4
-22.1
-12.4
-14.4
-15.9
-19.1
-20.1
-13.1
-12.9
-13.6
-15.1
-17.0
-18.5
-12.7
-10.4
-10.5
-10.6
-13.8
-9.2
-9.3
-9.3
-9.8
-10.6
-15.5
-9.3
-9.5
-9.9
-9.9
-10.1
-13.3
-9.9
-10.0
-10.5
-10.3
-10.6
-11.2
-10.0
-10.5
-10.6
-11.3
-17.2
-12.3
-11.8
-12.6
-15.0
-17.9
-12.5
-12.8
-14.2
-15.5
-17.0
-19.1
-12.0
-11.6
-12.9
-14.2
-15.4
-16.9
-11.4
-11.6
-12.1
-14.4
-16.8
-12.1
-11.9
-10.6
-13.6
-15.9
-18.7
-12.3
-11.8
-11.0
-11.9
-14.3
-17.7
-12.0
-11.4
-12.3
-14.8
-18.2
-12.1
-12.5
-13.4
-15.1
-17.6
-19.8
-12.3
-12.6
-13.6
-15.7
-17.1
-19.0
-12.9
-13.8
-16.8
-16.6
-18.0
-20.3
-13.0
-13.3
-16.0
-16.5
-17.5
-20.0
-13.7
-13.2
-14.4
-16.4
-18.0
-20.3
-14.0
-14.3
-16.8
-18.0
-19.5
-21.5
-14.2
-13.7
-15.9
-17.9
-19.7
-21.6
-14.0
-15.0
-17.1
-20.1
-21.6
-14.6
-14.2
-17.3
-19.2
-19.7
-22.2
-14.9
-14.4
-17.0
-19.5
-21.2
-22.4
-15.6
-16.7
-19.5
-16.0
CAROLINA BEACH , NC 28428
220 ANNIE DR.
PID: R08800-008-002-000
USACE
E 2333398.5750
N 112766.2047
STA 35+00
ELEV. 18.18’
E 2333545.14
N 112,767.27
HUB/TACK
T
ID
A L N
O S °3
’4 "E ,2 .6
T O T -1
B N
°7 ’2 E
.2
HA-5
AIWW-SCT
HA-13
AIWW-SCT
HA-4
AIWW-SCT
HA-12
AIWW-SCTHA-11
AIWW-SCT
DCP-2
AIWW-SCT
GS-6
AIWW-SCTHA-3
AIWW-SCT
( S N O W S C U T )
A T L A N T I C I N T R A C O A S T A L W A T E R W A Y
U S H
W Y
S N
O W ’S C
U T B
R
ID
G E
SPENCER FARLOW DRIVE
SNOW’S CUT BRIDGE
CL DIRT ROAD UNDER
S P E N C E R F
A R
LO
W D
R
IV
E
S N O
W ’S C
U T B R
ID
G E
C L
D
IR
T R O A D U
N D E R
-10
-10
-10
-5
-5
-5 -5
-1
-20
WOODS
T O K
U R E A
Z M
K S
°4
’3 "W
,9 .4
V-04
AIWWSC-17
V-05
AIWWSC-17
V-06
AIWWSC-17
CAROLINA BEACH, NC 28428
220 ANNIE DR
PID: R08800-008-002-000
USACE
CORPS PROPERTY LINE (APPROX. )
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
XXX
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
0 15 30 60
SCALE 1’ = 30’
E ,3
,8
E ,3
,9
E ,3
,0
E ,3
,1
E ,3
,2
E ,3
,3
E ,3
,4
N 113,300
N 113,400
N 113,500
STONE SILL
C103
GEOTEXTILE
2.5
6’
DISTANCE VARIES
C/L
GROUND
EXISTING
RIPRAP
NCDOT CLASS II
ARMOR STONE
TOP OF SILL ELEV.+3.0 NAVD 88
MHW (+1.40 NAVD 88)
NAVD 88 (0.00)
ROCKS
& WASHER
STEEL NUT
STAINLESS
WASHER
NYLON
SIGN
ALUMINUM
DETAILB
ROCKS6
6"
SIGN
DANGER
FOR STONE SILL
TYPICAL PERMANENT MARKER
A FOR STONE SILL
TYPICAL SIGN
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NYLON WASHER
"8 1"x 2
CARRIAGE BOLT
STAINLESS STEEL
" DIA.8
CARRIAGE BOLT
STAINLESS STEEL
" DIA.8
PVC PIPE
3" STD
EL 3.0’ NAVD 88
EL 6.0’ NAVD 88
A
C103 NOT TO SCALE C103
C103
GROUND
EXISTING
GEOTEXTILE
C103
C103
MEAN LOWER LOW WATER MLLW = -2.959
MEAN LOW WATER MLW = -2.805
MEAN SEA LEVEL MSL = -0.709
MEAN TIDE LEVEL MTL = -0.702
NORTH AMERICAN VERTICAL DATUM = 0.000
MEAN HIGH WATER MHW = 1.401
MEAN HIGHER HIGH WATER MHHW = 1.742
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88):
ELEVATIONS OF TIDAL DATUMS REFERENCED TO
T I D A L D A T U M S
STONE SILL
TYPICAL SECTION
S C u tS
C .d g n
BULKHEAD.
OF THE EXISTING BULKHEAD AND DONE IN SUCH A MANNER TO AVOID DAMAGE TO THE EXISTING
4. PLACEMENT OF ARMOR STONE BY MECHANICAL EQUIPMENT WILL BE REQUIRED WITHIN 2 FEET
ELEV. 17.97’
E 2,333,675.93
N 113,581.10
PROJECT CONTROL POINT - ECM "T4-18B" USACE
ELEV 11.31’ NAVD 88
VERTICAL CONTROL - "TIDAL NO. 1" 1956, USC&GS 1956 (PID = EA0672)
3. VERTICAL REFERENCE: NAVD 1988, US SURVEY FEET.
ELEV. 22.72’
E 2,331,623.45
N 93,936.69
HORIZONTAL CONTROL - "KURE AZ MK" (PID = EA1288):
NAD 1983 (2011), US SURVEY FEET.
2. HORIZONTAL REFERENCE: NORTH CAROLINA STATE PLANE COORDINATE SYSTEM,
HYDROGRAPHIC SURVEY WORK PERFORMED BY USACE, WILMINGTON DISTRICT NAVIGATION
1. FIELD SURVEY PERFORMED 21 APRIL - 21 JUNE 2017 BY USACE, WILMINGTON DISTRICT
NOTES:
PVC PIPE
3" STD
STEEL PIPE
" STD STAINLESS2
C103
C
& WASHER
STEEL NUT
STAINLESS
PVC PIPE
3" STD
BOLT & WASHER
STEEL HEX.
1" DIA. STAINLESS
DETAIL
NOT TO SCALE
C103
C
STEEL PIPE
STAINLESS
" STD 2
S
IT
E
P L
P
IC
A L
S E
C T
IO
N
S T
O N
E
S
IL
L
S N
O
T
S
O U
E A
SIGN
DANGER
U.S COAST GUARD REQUIREMENTS FOR AIDS TO NAVIGATION.
OF THE STONE SILL STRUCTURE AND IN ACCORDANCE WITH
STONE SILL STRUCTURE AT STATIONS 0+00, 1+28, AND 2+57
PERMANENT MARKERS ALONG THE CENTER LINE OF THE
THE CONTRACTOR SHALL FURNISH AND INSTALL THREE
NOTE PERMANENT MARKERS:
SIDE
SNOW’S CUT
SIDE
PARKING AREA
WILDLIFE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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IS
S
U E D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
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W
IL
M
IN
G T
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A
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A R
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G T
O N A
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N U
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IN
G T
O N D
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T R
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T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
IN
E S
D R
A W
IN
G T
IT
L E
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
C H
AI
N L
IN
K
CHAIN
LI
NK
EL. 2.70
INVERT
EL 2.65
INVERT
DROP INLET
CHECK DAM
SEDIMENT BASIN
SEDIMENT BASIN
18-INCH RCP
SEDIMENT BASIN
SHRUBS
CL BOAT RAMP EXIT
CL BOAT RAMP EXIT
EP
EP
RI
PR
AP
EL. 6.39
E 2,334,764.66
N 113,410.60
HUB/TACK
-16.7
-19.7
-19.6
-20.6
-19.8
-19.3
-20.1
-19.8
-19.7
-19.7
-18.8
-18.3
-16.2
-20.8
-21.4
-19.9
-19.7
-19.1
-18.8
-22.1
-21.6
-20.9
-20.1
-19.0
-17.6
-17.3
-17.7
-21.2
-20.9
-19.8
-18.9
-18.1
-16.8
-15.4
-20.0
-19.9
-19.7
-19.3
-18.2
-16.5
-18.2
-19.8
-18.6
-18.2
-17.6
-18.3
-19.5
-15.5
-18.7
-18.8
-18.6
-17.0
-17.9
-18.4
-16.4
-17.2
-16.8
-17.3
-18.4
-17.3
-17.4
-14.5
-15.1
-16.1
-16.1
-17.0
-16.1
-16.0
-13.9
-14.9
-14.9
-15.6
-15.5
-14.9
-14.5
-13.9
-14.5
-14.2
-13.8
-13.3
-13.6
-15.4
-12.5
-15.0
-14.6
-13.0
-15.8
-17.8
-17.8
-9.8
-14.7
-15.3
-16.6
-17.7
-17.9
-17.0
-13.9
-16.9
-17.7
-17.8
-16.6
-17.0
-17.2
-11.5
-16.3
-18.4
-17.5
-17.2
-17.5
-17.5
-12.8
-17.0
-17.4
-17.1
-16.7
-16.6
-16.5
-5.8
-13.5
-16.0
-16.1
-15.4
-15.0
-14.6
-9.5
-14.4
-14.1
-13.8
-14.6
-17.1
-13.6
-14.5
-16.9
-18.3
-19.2
-19.2
-13.0
-16.0
-16.8
-16.9
-17.9
-17.7
-14.4
-16.5
-15.6
-16.5
-16.2
-17.0
-12.3
-15.5
-18.5
-20.1
-19.8
-20.6
-9.9
-14.7
-17.8
-19.3
-19.5
-20.4
-12.7
-16.8
-17.6
-18.7
-21.1
-22.2
-11.2
-15.6
-17.5
-18.9
-20.5
-21.5
-10.7
-14.0
-15.8
-17.4
-18.9
-19.9
-8.2
-12.3
-13.7
-15.1
-17.1
-18.1
-19.7
-12.0
-13.5
-13.4
-14.6
-16.0
-17.5
-15.5
-15.3
-14.4
-14.0
-14.5
-15.0
-16.3
-15.9
-15.7
-15.3
-15.1
-13.5
-13.7
-13.6
-16.8
-16.5
-15.6
-15.6
-16.0
-15.4
-17.1
-17.7
-17.7
-17.3
-16.1
-16.1
-15.9
-17.0
-17.9
-17.8
-16.6
-17.8
-17.6
-17.1
-15.5
-18.6
-18.8
-18.4
-18.1
-17.1
-17.6
-19.1
-19.4
-19.7
-19.3
-18.7
-18.2
-18.1
-11.4
-18.0
-20.0
-21.1
-20.4
-19.6
-19.2
-18.6
-10.2
-18.0
-21.2
-21.7
-21.8
-21.9
-21.0
-19.2
-18.8
-5.4
-15.9
-20.9
-22.5
-22.8
-22.8
-21.4
-20.8
-19.4
-10.5
-17.0
-19.9
-23.6
-23.4
-23.3
-21.4
-20.3
-7.6
-13.8
-19.1
-22.6
-23.4
-23.8
-22.2
-21.5
-20.8
-12.3
-19.2
-22.3
-23.7
-23.3
-23.0
-21.8
-20.7
-11.6
-18.0
-22.7
-23.7
-24.0
-16.7
( S N O W S C U T )
A T L A N T I C I N T R A C O A S T A L W A T E R W A Y
E 2335077.5457
N 113559.8353
STA 0+00
E 2335096.0520
N 113556.6191
PI 0+18.78
E 2335293.4722
N 113595.4906
PI2+19.99
E 2335323.7437
N 113617.5870
STA 2+57.47
To "T4-18B"
T o
K U
R E A
Z M
K S
°9 ’4 "W
.7
T o T id a l N o S
°5 ’4 "W
.3
N81°6 ’8"W
1102.12’
HA-10
AIWW-SCT
HA-1
AIWW-SCT
HA-2
AIWW-SCT
DCP-1
AIWW-SCT
WOODEN BULKHEAD
-5
-5
-10
-10
-15
CAROLINA BEACH , NC 28428
220 ANNIE DR.
PID: R08800-008-002-000
USACE
Ed ge P vm t.
Edge Pvmt.
Edge Pvmt.
V-07
AIWWSC-17
V-08
AIWWSC-17
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
GROUND (TYP.)
EXISTING
GROUND (TYP.)
EXISTING
GROUND (TYP.)
EXISTING
GROUND (TYP.)
EXISTING
GROUND (TYP.)
EXISTING
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
RIPRAP (TYP.)
NCDOT CLASS A
RIPRAP (TYP.)
NCDOT CLASS A
RIPRAP (TYP.)
NCDOT CLASS A
RIPRAP (TYP.)
NCDOT CLASS A
RIPRAP (TYP.)
NCDOT CLASS A
B
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
A
D
C
F
E
G
SECTION A
SECTION B
SECTION A
SECTION B
SECTION D
SECTION C
SECTION C
E
F
C
D
A
B
G
NOT TO SCALE
NOT TO SCALE
WEST END
EAST END
EAST ENDWEST END
C104
C104
C104
C104
C104
C104
C104
C104
C104 C1
04C1
C1
C1
C1
C1
C1
VARIES
SLOPE
GENERAL LAYOUT END SECTIONS
NORTH AREA
GENERAL LAYOUT END SECTIONS
SOUTH AREA 1
C104
S C u tC
.d g n
1’
1’
1’
1’
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
G E
N E
R A L
L A
Y O
U T
E
S
C T
IO
N S
T Y P
IC
A L
E
C T
IO
N S
N O
R
O U
E A
UNDERNEATH BRIDGE
EXISTING RIPRAP
UNDERNEATH BRIDGE
EXISTING RIPRAP
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
LEAVING PROJECT SITE. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.
CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE
OR SITE ONTO ROADWAYS OR INTO STORM DRAINS SHALL BE REMOVED IMMEDIATELY. INSTALL
USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES
NCDOT CLASS A STONE, AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES
OF MUD ONTO PUBLIC STREETS OR RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
1. THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
NOTES CONSTRUCTION ENTRANCE/EXIT:
10’ MIN.
C105
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
(6’ MAX.) EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
8’ MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
MINIMUM.
BE 14 GAUGE
WIRES SHALL
VERTICAL
MIDDLE AND
2’ PENETRATION
STEEL POSTS
THE TRENCH
FORWARD ALONG
8" DOWN & 4"
FILTER FABRIC
TEMPORARY SILT FENCE (TSF) (NCDENR ESCM STD. 6.62)
NOT TO SCALE
STEEL POST
POST
STEEL
WIRE FABRIC
FILTER FABRIC
FABRIC
WIDTH FILTER
36" MIN
6"MIN.
F A
B R
IC
"3
2’
8"MIN.
COMPACT THOROUGHLY
BAKFILL TRENCH AND
ALONG TRENCH.
8" DOWN AND 4" FORWARD
ANCHOR FILTER FABRIC SKIRT
GROUND LINE
FILL SLOPE
4"MIN.
P A V E D R
O A D S
M
IN
M
IN
MIN.
50’
M
IN
M
IN
NCDOT CLASS A STONE
FILTER FABRIC
TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT
NOT TO SCALE
S E
D
IM
E N
T
C
O N
T R
O L
D
E T
A
IL
S
T E
M P
O R
A R
Y
E
R O
S
SHALL BE 10 GAUGE MINIMUM.
TOP AND BOTTOM STRAND
NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
4. TEMPORARY SILT FENCE SHALL BE INSTALLED IN ACCORDANCE WITH
SELF-FASTENER ANGLE STEEL TYPE.
3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND BE OF THE
OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.
THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING
FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO
2. FILTER FABRIC SHALL HAVE A MINUMUM OF 36" WIDTH.
SPACING.
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND
TEMPORARY SILT FENCE NOTES:
S C u tC
.d g n
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
37+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
37+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
37+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
37+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
38+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
38+20
-5
-10
-15
-20
C301
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
BACKFILL (TYP.)
EXCAVATION (TYP.) ~
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
NORTH AREA STONE SHORELINE PROTECTION.
2. SEE PLATE C101 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
R
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
38+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
38+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
38+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
39+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
39+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
39+40
-5
-10
-15
-20
C302
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
NORTH AREA STONE SHORELINE PROTECTION.
2. SEE PLATE C101 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
R
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
39+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
39+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
40+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
40+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
40+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
40+60
-5
-10
-15
-20
C303
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
NORTH AREA STONE SHORELINE PROTECTION.
2. SEE PLATE C101 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
R
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
XXX
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
40+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
41+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
41+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
41+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
41+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100 120 140 160-20
41+80
-5
-10
-15
-20
C304
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
BACKFILL (TYP.)
EXCAVATION (TYP.)
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
NORTH AREA STONE SHORELINE PROTECTION.
2. SEE PLATE C101 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
1+
C R
O S S
S E
C T
IO
N S
S N
O
R
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40
35+20
-5
-10
-15
-20
-5
-10
-15
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40
35+40
-5
-10
-15
-20
-5
-10
-15
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40
35+60
-5
-10
-15
-20
-5
-10
-15
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40
35+80
-5
-10
-15
-20
-5
-10
-15
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40
36+00
-5
-10
-15
-20
-5
-10
-15
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40
36+20
-5
-10
-15
-20
C305
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
SOUTH AREA 1 STONE SHORELINE PROTECTION.
2. SEE PLATE C102 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20
36+40
-5
-10
-15
-20
-5
-10
-15
-20
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20
36+60
-5
-10
-15
-20
-5
-10
-15
-20
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20
36+80
-5
-10
-15
-20
-5
-10
-15
-20
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20
37+00
-5
-10
-15
-20
-5
-10
-15
-20
0-20-40-60-80-100-120-140-160-180
37+20
-5
-10
-15
-20
-5
-10
-15
-20
0-20-40-60-80-100-120-140-160-180
37+40
-5
-10
-15
-20
C306
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
SOUTH AREA 1 STONE SHORELINE PROTECTION.
2. SEE PLATE C102 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0-20-40-60-80-100-120-140-160-180
37+60
-5
-10
-15
-20
-5
-10
-15
-20
0-20-40-60-80-100-120-140-160-180
37+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
38+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
38+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
38+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
38+60
-5
-10
-15
-20
C307
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
SOUTH AREA 1 STONE SHORELINE PROTECTION.
2. SEE PLATE C102 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
38+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
39+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
39+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
39+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
39+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
39+80
-5
-10
-15
-20
C308
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
SOUTH AREA 1 STONE SHORELINE PROTECTION.
2. SEE PLATE C102 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
40+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
40+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
40+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
40+60
-5
-10
-15
-20
C309
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
RIPRAP (TYP.)
NCDOT CLASS A
(TYP.)
BACKFILL
(TYP.)
EXCAVATION
S C u tC
.d g n
-5
-10
-15
-20
0 20-20-40-60-80-100-120-140-160
40+70
-5
-10
-15
-20
FOR NCDOT CLASS II AND CLASS A RIPRAP.
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS
SOUTH AREA 1 STONE SHORELINE PROTECTION.
2. SEE PLATE C102 FOR TYPICAL SECTION SNOW’S CUT
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
C R
O S S
S E
C T
IO
N S
S N
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
0+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
0+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
0+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
0+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
0+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
1+00
-5
-10
-15
-20
C310
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
ELEV. 3.0 NAVD 88
RIPRAP (TYP.)
NCDOT CLASS II GROUND (TYP.)
EXISTING
ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88 ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88
S C u tC
.d g n
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS FOR RIPRAP.
2. SEE PLATE C103 FOR TYPICAL SECTION SILL.
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
1+
C R
O S S
S E
C T
IO
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
IN
E S
D R
A W
IN
G T
IT
L E
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
1+20
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
1+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
1+60
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
1+80
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
2+00
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
2+20
-5
-10
-15
-20
C311
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
GROUND (TYP.)
EXISTING
RIPRAP (TYP.)
NCDOT CLASS II
ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88 ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88
S C u tC
.d g n
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS FOR RIPRAP.
2. SEE PLATE C103 FOR TYPICAL SECTION SILL.
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A 1+
T
O
C R
O S S
S E
C T
IO
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
2+40
-5
-10
-15
-20
-5
-10
-15
-20
0 20 40 60 80 100-20-40-60
-5
-10
-15
-20
2+57.47
C312
SCALE 1’ = 20’
SCALE 1’ = 10’
VERTICAL
HORIZONTAL
0 20 4010
0 10 205
RIPRAP (TYP.)
NCDOT CLASS II GROUND (TYP.)
EXISTING
ELEV. 3.0 NAVD 88
ELEV. 3.0 NAVD 88
S C u tC
.d g n
3. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS FOR RIPRAP.
2. SEE PLATE C103 FOR TYPICAL SECTION SILL.
1. ALL ELEVATIONS REFERENCED TO NAVD 88 DATUM.
NOTES:
S T
A
T
O
.4
C R
O S S
S E
C T
IO
O
T
S
O U
E A
GEOTEXTILE
F
IL
E N
A M
E
S C
-0
-0
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
"x
S
IZ
E
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C R
E E
C H
L
C R
E E
C H
IF
B N
O
W P
M -1
-B -0
X
X
W P
M -1
-C -0
X
X
N
N O
V
U N
T Y
N O
R
R O
L
IN
A
S N
O
T
S
H O
R E L
IN
E
P
R O
T E
C T
IO
N
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
T
C H
IL
D
F E
S C
L U
S A
A
U G
U S
T
| Snows Cut Shoreline Protection |
| G000 Cover Sheet |
| G001 - Index of Drawings, Project Vicinity and Location Maps |
| G002 -Genera; Location Map Snows Cut South Area 2 Stone Sill Site Plan & Typical Section |
| C101 - Snows Cut North Area Stone Shoreline Protection Site Plan & Typical Section |
| C102- Snows Cut South Area 1 Stone Shoreline Protection Site Plan & Typical Section |
| C103 - Snows Cut South Area 2 Stone Sill Site Plan & Typical Section |
| C104 North Area & South Area 1 Typical End Sections General Layout End Sections |
| C105- Temporary Erosion and Sediment Control Details |
| C301- Snows Cut North Area Cross Sections Sta. 37+20 to 39+20 |
| C302- Snows Cut North Area Cross Sections Sta. 38+40 to 39+40 |
| C303- Snows Cut North Area Cross Sections Sta. 39+60 to 40+60 |
| C304- Snows Cut North Area Cross Sections Sta. 40+80 to 41+80 |
| C305 - Snows Cut South Area 1 Cross Sections Sta. 35+20 to 36+20 |
| C306 - Snows Cut South Area 1 Cross Sections Sta. 36+40 to 37+40 |
| C307 - Snows Cut South Area 1 Cross Sections Sta. 37+60 to 38+60 |
| C308 - Snows Cut South Area 1 Cross Sections Sta. 38+80 to 39+80 |
| C309 - Snows Cut South Area 1 Cross Sections Sta. 40+00 to 40+70 |
| C310 - Snows Cut South Area 2 Cross Sections Sta. 0+00 to 1+00 |
| C311 - Snows Cut South Area 2 Cross Sections Sta. 1+20 to 2+20 |
| C312 - Snows Cut South Area 2 Cross Sections Sta. 2+40 to 2+57.47 |
File details come from the government source that posted it. Updated .