MBR123Drawings15Feb2018.pdf
PDF 7 MB Posted
- Attached to
- FY18 Myrtle Beach Storm Damage Reduction Project Federal contract opportunity
- Solicitation number
- W912HP-18-B-0002
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Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B.01.02_18B0002_Abstract_of_Offers_3-30-2018.pdf | ||
| W912HP-18-B-0002-0001_Amendment_01.pdf | ||
| 20170410_CaneSouth_BorrowArea_SB_CS.xyz | XYZ file | |
| 20170922_MBR2_LI_CS_XS.xyz | XYZ file | |
| 20170920_MBR3_LI_CS_XS.xyz | XYZ file | |
| 20170921_MBR3_LI_CS_XS.xyz | XYZ file | |
| W912HP-17-C-0004_Myrtle_Beach_AD_Survey_Surfside_Borrow_Area_XYZ_NAVD88.xyz | XYZ file | |
| 20170921_MBR2_LI_CS_XS.xyz | XYZ file | |
| 20170922_MBR1_LI_CS_XS.xyz | XYZ file | |
| 171031_SB_R1_BA_AD_Survey_NAVD88.txt | TXT text file | |
| W912HP-18-B-0002-_Solicitation.pdf | ||
| Volume_2_to_Myrtle_Beach_Specifications_(Geotech_Reach_2).pdf | ||
| Volume_3_to_Myrtle_Beach_Specifications_(Geotech_Reach_1-3).pdf | ||
| Volume_1_to_Myrtle_Beach_Specifications_(Main_Sections)FinalRev.pdf |
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Text version
E
N 600000
N 650000
N 700000
N 750000N 750000
N 700000
N 650000
N 600000
E
E
E
E
GREAT
R I
V E
R
LI
TTLE
RI
VER
BEACH
CRESCENT
SWASH
SINGLETON
SWASH
WHITE POINT
BEACH
MYRTLE
BEACH
SURFSIDE
BEACH
CITY
GARDEN
INLET
MURRELLS
INLET
MURRELLS
BEACH
HUNTINGTON
W A
C C
A M
A W
R I
V E
R
ISLAND
SANDY
A T L
A N T I C
INTRACOASTAL
WATERWAY
H O R R
Y
C O
U N
T Y
C O
U N
T Y
G E
O R
G E
T O
W N
CONWAY
BEACH
LITCHFIELD
NORTH
R E
A C
H
S U
R F S I
D
A N
G
R D
C I
T Y
R E
A C
H
M Y R T L E
B E
A C
H
BEACH
GROVE
CHERRY
INLET
RIVER
LITTLE
REACH
NORTH
MYRTLE
BEACH
BEACH
MYRTLE
NORTH
N
010000 10000 20000FT 5000
SCALE: 1’’= 10,000’
N C
S C
SUMTER
NORTH
AT
LA
N T
IC
O C
EAN
GEORGIA
NORTH CAROLINA
SOUTH CAROLINA
0 5025
SCALE (MILES)
SPARTANBURG
GREENVILLE
COLUMBIA
FLORENCE
ORANGEBURGAUGUSTA
SAVANNAH
CHARLOTTE
WILMINGTON
MYRTLE
BEACH
GEORGETOWN
CHARLESTON
KEY MAP
N
SITE
PROJECT
REACH 2
PROJECT SITE
A T L
A N T
O
E
A N
S T
A
SITE
BORROW
SURFSIDE
SITE
BORROW
SOUTH
CANE
SITE
BORROW
RIVER
LITTLE
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w in g o d e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
X-001
J V C
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
T H
R O
L
IN
A
C O
R P S
F
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
R
IS
T R
IC
T
D w g s c a le
P lo t d a te
F ile n a m e of Engineers US Army Corps
Charleston District
M Y R
T L
B
A C
H
J V C
J V C
G E
O R
G E T
O W
R R
Y
C
O U
N T
IE
U
R O
L
IN
A
V E
R N
A
E
V E L A
N D
A T L
A N T
E
A N
TITLESHEET
CONSTRUCTION BERM CROSS SECTIONS
INDEX OF DRAWINGS
IN
D
X
A W
IN
G S
A R
E A S
B
O R
R
E
N E
R
U R
IS
H M
E
1"
,0
GENERAL MAPS OF NOURISHMENT AREAS, BORROW AREAS
AND INDEX OF DRAWINGS
ESSENTIAL
FISH
HABITAT
(EFH)
EFH
S T
A
S T
A
S T
A
S T
A
S T
A
PLATE NO.
HGFEDCBA
X-001
C-001
C-002
C-003
C-004
C-005
C-006
C-007
CONSTRUCTION BERM CROSS SECTIONS
Submitted by:
Approval Recommended:
Approved by:
TEAM LEADER, CHARLESTON DISTRICT
R
W
H N R
C O
N T R
A
W
H N C
X X
PLAN AND TYPICAL SECTIONS -- CONSTRUCTION BERM REACH 2
CONSTRUCTION BERM PLAN -- STA. 575+00 TO STA. 710+00
CONSTRUCTION BERM PLAN -- STA. 710+00 TO STA. 890+00
CONSTRUCTION BERM PLAN -- STA. 890+00 TO STA. 1050+00
REACH 2 BORROW AREA - CANE SOUTH9 C-008
CONSTRUCTION BERM CROSS SECTIONS
(OPTION 1)
REACH 1
PROJECT SITE
(OPTION 2)
REACH 3
PROJECT SITE
SHEET 1 OF 19
M B
R
Y
X 1.
d g n
CONSTRUCTION BERM CROSS SECTIONS OPTION 1
17 C-016
10 C-009 PLAN AND TYPICAL SECTIONS -- CONSTRUCTION BERM REACH 1 OPTION 1
11 C-010 CONSTRUCTION BERM PLAN -- STA. 1420+00 TO STA. 1570+00 OPTION 1
12 C-011
REACH 1 BORROW AREA - LITTLE RIVER OPTION 1
PLAN AND TYPICAL SECTIONS -- CONSTRUCTION BERM REACH 3 OPTION 2
CONSTRUCTION BERM CROSS SECTIONS OPTION 2
18 C-017 CONSTRUCTION BERM CROSS SECTIONS OPTION 2
TITLESHEET PLATE NO.
C-012
C-013
C-014
C-015
C-018 REACH 3 BORROW AREA - SURFSIDE OPTION 2
CONSTRUCTION BERM PLAN -- STA. 385+00 TO STA. 495+00 OPTION 2
CONSTRUCTION BERM PLAN -- STA. 250+00 TO STA. 385+00 OPTION 2
S T
O
M A
D U
C T
IO
O J E
C T
J A
N U
A R
Y
C A
R O
R K S
J A
N U
A R
Y
CHIEF, ENGINEERING DIVISION
CHIEF, DESIGN / GENERAL ENGINEERING BRANCH
NOTES:
1. ELEVATIONS ARE IN FEET AND REFER TO NAVD 88.
2. HORIZONTAL DATUM IS NAD 1983 STATE PLANE.
3. DATE OF TOPOGRAPHIC SURVEY: SEPTEMBER 2017.
4. HORIZONTAL AND VERTICAL CONTROL REFERENCE:
SEE TABLES LOCATED ON PLATES C-1, C-9 AND C-13.
5. ACCESS FROM THE PUBLIC ROADS TO THE NOURISHMENT AREA
SHALL BE THROUGH EXISTING PUBLIC ACCESS POINTS.
6. FOR BEACH FILL VOLUME REQUIREMENTS, SEE THE PLATES C-2, C-3, C-4,
C-10, C-14, AND C-15.
NOTES:
1. HORIZONTAL AND VERTICAL CONTROL REFERENCE:
SEE TABLE LOCATED ON THIS PLATE.
2. THE CONTRACTOR SHALL NOT IN ANY MANNER DISTURB THE
OCEAN BOTTOM IN AREAS DESIGNATED "ESSENTIAL FISH HABITAT
(EFH)" ON THE PLANS. THIS INCLUDES BUT IS NOT LIMITED TO SUBMERGED
PIPELINES, ANCHORS OF ANY TYPE, SPUDS, ETC. BEACH FILL WITHIN THE
AREA OF THE DESIGNED BERM IS ALLOWED.
3. FILL PLACEMENT SHALL BE SEAWARD OF PERPETUAL EASEMENT LINE
UNLESS OTHERWISE AUTHORIZED BY THE CONTRACTING OFFICER.
4. PIPELINE ACCESS FROM THE OCEAN SHALL BE BETWEEN STATIONS 681+00
AND 684+00. THE PIPELINE SHALL BE PERPENDICULAR TO THE SHORELINE BETWEEN
THE ABOVE STATIONS AND SHALL EXTEND A MINIMUM OF 1,000 FEET SEAWARD
FROM THE CONSTRUCTION LINE BEFORE CHANGING DIRECTION TO MINIMIZE POTENTIAL
DAMAGE TO HARD BOTTOMS.
5. OTHER PIPELINE ACCESS POINTS WHICH CAN BE UTILITIED DURING THE CONSTRUCTION OF
THIS PROJECT ARE BETWEEN STATIONS 746+00 AND 749+00; 794+00 AND 797+00; 844+00 AND 849+00; 901+00
AND 907+00; 948+00 AND 953+00; 1000+00 AND 1005+00; OR 1047+00 AND 1052+00. IN ALL CASES
THE PIPELINE SHALL BE PERPENDICULAR TO THE SHORELINE BETWEEN THE ABOVE STATIONS
AND SHALL EXTEND A MINIMUM OF 1,000 FEET SEAWARD FROM THE CONSTRUCTION
LINE BEFORE CHANGING DIRECTION TO MINIMIZE POTENTIAL DAMAGE TO HARD BOTTOMS.
6. NUMEROUS EXISTING STRUCTURES ALONG THE BEACH INCLUDING SEAWALLS, DUNE WALKOVERS AND
STORM DRAIN PIPES ARE PRESENT. THE CONTRACTOR SHALL TAKE PRECAUTION TO PROTECT THESE
STRUCTURES FROM DAMAGE FROM HIS OPERATIONS. APPROXIMATELY 250 WALKOVERS AND
75 STORM DRAIN PIPES ARE LOCATED ON THE BEACH WITHIN REACH 2. CONTRACTOR SHALL VERIFY THESE
NUMBERS PRIOR TO BEGINNING WORK.
7. EXISTING DUNE VEGETATION SHALL BE PROTECTED FROM THE CONTRACTOR’S OPERATIONS BY FLAGGING
AND ALERTING EMPLOYEES TO AVOID DUNE AREAS. SOME AREAS MAY HAVE EXISTING SAND FENCING BELOW
THE REQUIRED BERM ELEVATION. IF ENCOUNTERED, THE CONTRACTOR SHALL REMOVE AND STORE LANDWARD
OF THE DUNE.
DESCRIPTION
EASTING NORTHING
FEET
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
V E
R N
A
E
V E L A
N D
J V C
-10
-20
0 50 100 150 200 250 300 350 400 450 500-50-100
-10
-20
VARIES
ORIGINAL GROUND
J V C
C O
N S T R
U C
T
R M
R
E A
C H
NAVD 88
ELEV.
674,656.19
SCCC 5330 CONC. MONUMENT
SCCC 5420 CONC. MONUMENT
NOTE: VERTICAL DATUM FOR MONUMENTS IS NAVD 88
A T L
A N T
E
A N
SCALE IN
1" : 2000’
2000 2000 6000
SCALE: HOR. 1" = 50’
VERT. 1" = 20’
ELEV. 6.0
1V:5H
SLOPE WILL VARY DUE
TO NATURAL PROCESSES
NATURAL GROUND
CONSTRUCTION PIPELINE
ROUTE
M Y R
T
A C
H
J V C
P L
P
IC
A L
S E
C T
IO
N S
LEGEND
OCRM MONUMENT
2 3 4 195+00 6 7 8 9 200+00 1 2 3 4 205+00 BASELINE
ADVANCE NOURISHMENT
E L
E V
A T I
O N
E T
N
A V
D
PERPETUAL EASEMENT LINE
FILL PLACEMENT NEAR
NEW BERM
VARIES
ELEV. 6.0’ NAVD
A T L
A N T I C
INTRACOASTAL
SWASH
SINGLETON
BEACH
MYRTLE
10.69
OCRM
B E
G
N S T R
U C T I
O N
R E
A C
H
R T L E
B E
A C
H
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
N
E N
D
C
O N S T R
U C T I
O N
S T
A
S T
A
TYPICAL STATION 580+00 TO 1045+00
STATION
BASELINE
REACH 2
HGFEDCBA
BERM
SCCC 5280E CONC. MONUMENT7.105
NAD 83 (2011)
GRID COORDINATES
669,796.2922,633,058.464
SCCC 5300E CONC. MONUMENT11.452671,447.502,634,469.28
SCCC 5310E CONC. MONUMENT9.606672,755.7082,635,697.633
SCCC 5320 CONC. MONUMENT17.02,637,133.73
17.6676,124.872,638,507.69
SCCC 5340A CONC. MONUMENT18.173677,475.3962,639,647.171
SCCC 5350E CONC. MONUMENT9.776679,342.8932,641,597.487
SCCC 5400E CONC. MONUMENT
SCCC 5405E CONC. MONUMENT
13.272680,152.0622,642,622.627
10.5681,907.762,644,343.23
SCCC 5410E CONC. MONUMENT9.305683,684.7192,645,766.614
SCCC 5415E CONC. MONUMENT13.39685,217.8172,647,068.894
2,648,376.95 686,634.99
SCCC 5425B CONC. MONUMENT17.75687,961.012,649,393.34
SCCC 5430E CONC. MONUMENT17.921689,163.0512,650,460.002
SCCC 5435B CONC. MONUMENT19.37690,883.062,652,329.12
SCCC 5440B CONC. MONUMENT15.48692,288.482,653,517.84
SCCC 5445B CONC. MONUMENT15.74693,760.782,654,936.03
SCCC 5450E CONC. MONUMENT9.687695,028.202,656,156.718
SCCC 5455B CONC. MONUMENT15.51696,416.672,658,202.76
SCCC 5460B CONC. MONUMENT12.22697,695.332,659,427.89
SCCC 5465B CONC. MONUMENT9.84699,699.002,661,315.62
SCCC 5470E CONC. MONUMENT12.331701,072.0562,662,855.387
SCCC 5475B CONC. MONUMENT15.23702,254.112,664,413.66
SCCC 5480E CONC. MONUMENT12.9703,344.342,666,030.97
SCCC 5500E CONC. MONUMENT6.929704,579.4762,667,583.639
SCCC 5505B CONC. MONUMENT7.31705,940.072,668,900.23
P O B
P I
P I
P O E
P I
P I
P I
P I 1
6 564+03.75
729+57.71
906+12.86
1055+05.86
1V:2H
C-001
R
W
H P B
C O
N T R
A
W
H P X
X C
X X
M B
R
Y
C 1.
d g n
SHEET 2 OF 19
S T
O
M A
D U
C T
O J E
C T
C A
R O
R K S
J A
N U
A R
Y
J A
N U
A R
Y
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A
R E
A C
H
15’
ELEV. 8.0
1V:20H
P E
R P
E T
U
S E
M E
N T
15’
HORIZONTAL DISTANCE FROM BASELINE
ELEV. 2.0
P E
R P
E T
U
S E
M E
N T
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
PIER
PIER
PIER
ESSENTIAL FISH HABITAT
ESSENTIAL
FISH
HABITAT
AREA NO.1:
34,500 FT x
3,600 FT
AREA NO.2: 31,250 FT x 7,300 FT
PERPETUAL EASEMENT LINE
PERPETUAL EASEMENT LINE
CANE
SOUTH
BORROW
AREA
SEE
PLATE
C-9
N S T R U C T
IO
N
A C C E S S
M
YR
T
LE
B E
A
710+00 12 705+00 16 700+00 16 695+00 16 690+00 16 680+00 16 675+00 16 670+00 16 665+00 16 660+00 16 655+00 16 650+00 16 645+00 16 640+00 16 635+00 16 630+00 16 625+00 16 620+00 16 615+00 16 610+00 16 605+00 16 600+00 16 595+00 16 590+00 16 585+00 16 580+00 16 575+00 0
STATION CUBIC YARDS PER LINEAR FOOT
MYRTLE BEACH REACH 2 � SAND PLACEMENT RATES
th A
V E
N U E
S O U T H
PIER PILES IS APPROX. 11’)
(MAX. DISTANCE BETWEEN
2 ND AVENUE NORTH PIER
APPROXIMATE LOCATION OF
PIER PILES IS APPROX. 11’)
(MAX. DISTANCE BETWEEN
SPRINGMAID PIER
APPROXIMATE LOCATION OF
-2
-20
-2
-2
-2
-20
-2
-2
-2
-2
-2
-2
-20
-2
-2
-2
-2
-2 0 -20
-2
-20
-20
-20
-20
-20
-2
-2
-1
-1
-1
-1
-1
-1
-1
-1
S
LO
P E
T O
N
AT
U R
AL
G
R
OU
N D
NOTES:
1. EXISTING RIPRAP AND OTHER SLOPE PROTECTION
MATERIAL SHALL NOT BE DISTURBED.
2. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT
LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT
LANDSIDE OF THE PERPETUAL EASEMENT.
3. FOR BEACH FILL VOLUME REQUIREMENTS, SEE SPECIFICATIONS.
4. FOR TYPICAL BEACH FILL SECTION, SEE PLATE C-001.
5. THE CONTRACTOR SHALL NOT IN ANY MANNER DISTURB THE
OCEAN BOTTOM IN AREAS DESIGNATED "ESSENTIAL FISH HABITAT (EFH)"
ON THE PLANS. THIS INCLUDES BUT IS NOT LIMITED TO SUBMERGED
PIPELINES, ANCHORS OF ANY TYPE, SPUDS, ETC. BEACH FILL WITHIN
THE AREA OF THE DESIGNED BERM IS ALLOWED.
6. STORMWATER OUTFALLS, SHOWN ON THIS DRAWING, ARE PLANNED OR
CONSTRUCTED LARGE PIPES APPROXIMATELY 60 INCHES IN DIAMETER OR
LARGER THAT ARE BURIED BENEATH THE BEACH 5 FEET. THE PIPES RELIEVE
FLOODING IN THE CITY LIMITS. CONTRACTOR SHALL IDENTIFY EXACT PIPE
LOCATION AND DEPTH PRIOR TO BEGINNING CONSTRUCTION AND TAKE
NECESSARY PRECAUTIONS TO NOT DAMAGE PIPING.
7. CONTRACTOR SHALL PLACE BEACHFILL AT THE PRESCRIBED DENSITY (SHOWN
IN TABLE 1). VARY THE BERM WIDTH (AT ELEV. 6.0 NAVD 88) AS NEEDED.
CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS BETWEEN PRESCRIBED
STATIONS WHEN PLACING BEACHFILL.
8. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH
PIPELINE ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A
MINIMUM, BUT IN NO CASE GREATER THAN 400 FEET APART.
PERPETUAL EASEMENT LINE
FEET
SCALE IN
1" : 500’
500 500 2000
S T
A
S T
A
S T
A
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
V E
R N
A
E
V E L A
N D
J V C
J V C
M Y R
T
A C
H
J V C
S T
A
N
S T
A
A T
LA
N
IC
E
A N
A T
LA
N
E
A N
S P R I
N G
M A I
D
B L
V D
S
W A S
H
O U T L E T
S T R
U C T
U R E t h
V E
N U E
S
O U T
H
S
W A S
H t h
E
N U E
S
O U
N S T R
U C
T
R M
S T
A
A
E
N U E
S
O U T
H
E
N U E
S
O U T
H
E
N U E
S
O U T
H
E
N U E
S
O U T
H
E
N U E
S
O U T
H
HGFEDCBA
V
LEGEND
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
WITH EMERGENCY VEHICLE ACCESS
R
W
H P R
PERPETUAL EASEMENT LINE
C-002
C O
N T R
A
W
H P C
X X
M B
R
Y
C .d g n
SHEET 3 OF 19
S T
O
M A
D U
C T
O J E
C T
J A
N U
A R
Y
J A
N U
A R
Y
C A
R O
R K S
H O
R
O R
G E T
O
U N
T
U
R O
L
IN
A
R E
A C
H
S
LO
P E
T O
N A T U R
A L
G R
O U N D
C O N S T R
U C T
IO
N
B E R
M
+6 .0 ’ N
A V D
C O N S T R
U C T
IO
N
B E R
M
+6 .0 ’ N
A V D
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
CITY OF MYRTLE BEACH
ESSENTIAL FISH HABITAT
ESSENTIAL FISH HABITAT
TABLE 1
CONSTRUCTION ACCESS
MYRTLE BEACH
890+00 20 885+00 20 880+00 20 875+00 20 870+00 20 865+00 20
860+00 20 855+00 20 850+00 20 845+00 12 840+00 12 835+00 12 830+00 12 825+00 12 820+00 12 815+00 20 810+00 20 805+00 20 800+00 20 795+00 20 790+00 20 785+00 20 780+00 20 775+00 20 770+00 20 765+00 20 760+00 20 755+00 20 750+00 20 745+00 20 740+00 12 735+00 12 730+00 12 725+00 12 720+00 12 715+00 12 710+00 12
STATION CUBIC YARDS PER LINEAR FOOT
MYRTLE BEACH REACH 2 � SAND PLACEMENT RATES
6th AVENUE NORTH
PIER PILES IS APPROX. 11’)
(MAX. DISTANCE BETWEEN
13 TH AVENUE NORTH PIER
APPROXIMATE LOCATION OF
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
S
LO
P E
T
O
N A T
U R
A L
G R
O U N D
S
LO
P E
T O
N A T U R A L
G R O U N D
-1
-1
-1
-1
-1
-10
NOTES:
1. EXISTING RIPRAP AND OTHER SLOPE PROTECTION
MATERIAL SHALL NOT BE DISTURBED.
2. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT
LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT
LANDSIDE OF THE PERPETUAL EASEMENT.
3. FOR BEACH FILL CROSS SECTIONS, SEE PLATE C-005, C-006 AND C-007.
4. FOR TYPICAL BEACH FILL SECTION, SEE PLATE C-001.
5. CONTRACTOR SHALL PLACE BEACHFILL AT THE PRESCRIBED DENSITY
(SHOWN IN TABLE 1). VARY THE BERM WIDTH (AT ELEV. 6.0 NAVD 88)
AS NEEDED. CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS BETWEEN
PRESCRIBED STATIONS WHEN PLACING BEACHFILL.
6. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH
PIPELINE ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A
MINIMUM, BUT IN CASE GREATER THAN 400 FEET APART.
V
LEGEND
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
WITH EMERGENCY VEHICLE ACCESS
A T
LA
N
E
A N
BEACH
MYRTLE
S T A .8 +0
S T A .8 +0
S T A .75
+0
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
V E
R N
A
E
V E L A
N D
J V C
J V C
M Y R
T
A C
H
J V C
N
FEET
SCALE IN
1" : 500’
500 500 2000
S T A .710
+0
A T
LA
N
E
A N
C O
N S T R
U C
T
R M
S T
A
A
E
N U
R T
H
E
N
R T
H
E
N
R T
H
C O N S T R
U C T
IO
N
B E
R M
+6 .0 N A V D
HGFEDCBA
R
W
H P R
C O
N T R
A
W
H P C
X X
PERPETUAL EASEMENT LINE
PERPETUAL EASEMENT LINE
PERPETUAL EASEMENT LINE
C-003
M B
R
Y
C .d g n
SHEET 4 OF 19
S T
O
M A
D U
C T
O J E
C T
C A
R O
R K S
J A
N U
A R
Y
J A
N U
A R
Y
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A
R E
A C
H
C O N S T R U C T
IO
N
B E R
M
+6 .0 ’ N
A V D
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
TABLE 1
S T A .8 +0
OCRM
1050+00 0 1045+00 16 1040+00 16 1035+00 16
1030+00 16 1025+00 16 1020+00 16 1015+00 16 1010+00 16 1005+00 16 1000+00 16 995+00 16 990+00 16 985+00 16 980+00 16 975+00 16 970+00 16 965+00 20 960+00 20 955+00 20 950+00 20 945+00 20 940+00 20 935+00 20 930+00 20 925+00 20 920+00 20 915+00 20 910+00 20 905+00 20 900+00 20 895+00 20 890+00 20
STATION CUBIC YARDS PER LINEAR FOOT
MYRTLE BEACH REACH 2 � SAND PLACEMENT RATES
th A
V E
N
R T H
S
W A S H
-2
-2
-2
-2
-20
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
B E
A R
C R E E
K
S
W A S H
S
LO
P E
T O
N
AT
U R
AL
G
R
OU
N D
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
NOTES:
1. EXISTING RIPRAP AND OTHER SLOPE PROTECTION
MATERIAL SHALL NOT BE DISTURBED.
2. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT
LOCATION TO BEGIN EACH FILL SECTION TO AVOID PLACEMENT
LANDSIDE OF THE PERPETUAL EASEMENT.
3. FOR BEACH FILL CROSS SECTIONS, SEE PLATE C-005, C-006 AND C-007.
4. FOR TYPICAL BEACH FILL SECTION, SEE PLATE C-001.
5. CONTRACTOR SHALL PLACE BEACHFILL AT THE PRESCRIBED DENSITY (SHOWN
IN TABLE 1). VARY THE BERM WIDTH (AT ELEV. 6.0 NAVD 88) AS NEEDED.
CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS BETWEEN PRESCRIBED
STATIONS WHEN PLACING BEACHFILL.
6. STORMWATER OUTFALLS, SHOWN ON THIS DRAWING, ARE
PLANNED OR CONSTRUCTED LARGE PIPES APPROXIMATELY 60 INCHES
OR LARGER IN DIAMETER THAT ARE BURIED BENEATH THE BEACH 5 FEET.
THE PIPES RELIEVE FLOODING IN THE CITY LIMITS. CONTRACTOR SHALL
IDENTIFY EXACT PIPE LOCATION AND DEPTH PRIOR TO BEGINNING
CONSTRUCTION AND TAKE NECESSARY PRECAUTIONS TO NOT DAMAGE
PIPING.
7. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH
PIPELINE ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM,
BUT IN NO CASE GREATER THAN 400 FEET APART.
C O N S T R U C T
IO
N
B E R
M
+6 .0 ’ N
A
VD
OCRM
OCRM
S T A .10
+0
S T A .10
+0
S T A .9 +0
S T A .9 +0
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
V E
R N
A
E
V E L A
N D
J V C
J V C
M Y R
T
A C
H
J V C
N
FEET
SCALE IN
1" : 500’
500 500 2000
A T
LA
N
E
A N
A T
LA
N
E
A N
C O
N S T R
U C
T
R M
S T
A
A
E
N
R T
H
E
N
R T
H
HGFEDCBA
V
LEGEND
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
WITH EMERGENCY VEHICLE ACCESS
PERPETUAL EASEMENT LINE
R
W
H P R
C O
N T R
A
W
H P C
X X
C-004
M B
R
Y
C .d g n
J A
N U
A R
Y
J A
N U
A R
Y
SHEET 5 OF 19
S T
O
M A
D U
C T
O J E
C T
C A
R O
R K S
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A
R E
A C
H
D E E P
H E
A D
S
W A S H
O U T
LE
T
S T R U C T U R E rd
A V E
N
R T H
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
TABLE 1
OCRM
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
600+00
STA. 600+00
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
610+00
STA. 610+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
620+00
STA. 620+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
630+00
STA. 630+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
640+00
STA. 640+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
650+00
STA. 650+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
660+00
STA. 660+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
670+00
STA. 670+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
680+00
STA. 680+00
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
690+00
STA. 690+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
700+00
STA. 700+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
710+00
STA. 710+00
VARIES
NEW BERM
EXISTING GROUND
BASELINE AS SHOWN ON C-001
P E
R P
E T
U A
L
E A
S E
M E
N T
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
720+00
STA. 720+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
730+00
STA. 730+00
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
C O
N S T R
U C
T
R M
DECK
CROSS BRACE
12" TIMBER PILING
NATURAL GROUND
(ELEVATION CHANGES)
N.T.S.
TYPICAL PIER CLEARANCE DETAIL
CLEARANCE
HANDRAIL
AND GUARDRAIL
12" TIMBER PILING
11 FEET
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D w g s c a le
P lo t d a te
F ile n a m e of Engineers US Army Corps
Charleston District
M Y R
T
A C
H
C R
O S S
S E
C T
IO
N S
V E
R N
A
E
V E L A
N D
J V C
J V C
ELEV. "A" NAVD 88
ELEV. "B" NAVD 88
ELEV. "C" NAVD 88
ELEV. "D" NAVD 88
J V C
H :1
V :1
2. NO MODIFICATIONS TO THE PIERS SHALL BE PERMITTED.
CONTRACTOR’S EXPENSE.
EXISTING PIERS. ANY DAMAGE TO PIERS SHALL BE REPAIRED AT
1. CONTRACTOR’S OPERATIONS SHALL AVOID DAMAGING
NOTES:
HGFEDCBA
NOTES:
1. SEE SPECIFICATIONS FOR BEACH FILL REQUIREMENTS.
2. VERTICAL DATUM REFERS TO NAVD 88.
PIER ELEVATION "A" ELEVATION "B" ELEVATION "C" ELEVATION "D"
2ND AVENUE NORTH
MYRTLE BEACH
13TH AVENUE NORTH
MYRTLE BEACH
13.0 4.012.0 9.0
13.5 6.011.012.5
R
W
H P B
C-005
C O
N T R
A
W
H P C
X X
M B
R
Y
X C .D
G N
SHEET 6 OF 19
S T
O
M A
D U
C T
O J E
C T
C A
R O
R K S
J A
N U
A R
Y
J A
N U
A R
Y
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A
R E
A C
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
740+00
STA. 740+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
880+00
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
750+00
STA. 750+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
760+00
STA. 760+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
770+00
STA. 770+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
780+00
STA. 780+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
790+00
STA. 790+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
800+00
STA. 800+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
810+00
STA. 810+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
820+00
STA. 820+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
860+00
STA. 860+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
870+00
STA. 870+00
STA. 880+00
VARIES
BASELINE AS SHOWN ON C-001
NEW BERM
EXISTING GROUND
P E
R P
E T
U A
L
E A
S E
M E
N T
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
890+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
900+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
910+00
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
830+00
STA. 830+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
840+00
STA. 840+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
850+00
STA. 850+00
STA. 890+00
STA. 900+00
STA. 910+00
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
C O
N S T R
U C
T
R M
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D w g s c a le
P lo t d a te
F ile n a m e of Engineers US Army Corps
Charleston District
M Y R
T
A C
H
C R
O S S
S E
C T
IO
N S
V E
R N
A
E
V E L A
N D
J V C
J V C
J V C
H :1
V :1
HGFEDCBA
NOTES:
1. SEE SPECIFICATIONS FOR BEACH FILL REQUIREMENTS.
2. VERTICAL DATUM REFERS TO NAVD 88.
R
W
H P R
C-006
C O
N T R
A
W
H P C
X X
M B
R
Y
X C .D
G N
SHEET 7 OF 19
S T
O
M A
D U
C T
O J E
C T
C A
R O
R K S
J A
N U
A R
Y
J A
N U
A R
Y
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A
R E
A C
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
920+00
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
STA. 920+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
930+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
940+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
950+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
960+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
970+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
980+00
-5
-10
-15
-20
200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750 775 800 825 850 875 900
990+00
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
STA. 930+00
STA. 940+00
STA. 950+00
STA. 960+00
STA. 970+00
STA. 980+00
STA. 990+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
1000+00
STA. 1000+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
1040+00
STA. 1040+00
BASELINE AS SHOWN ON C-001
VARIES
NEW BERM
EXISTING GROUND
P E
R P
E T
U A
L
E A
S E
M E
N T
E L
E V
A T I
O N
E L
E V
A T I
O N
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
1010+00
STA. 1010+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
1020+00
STA. 1020+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
1030+00
STA.1030+00
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
C O
N S T R
U C
T
R M
C A
R
R K S
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D w g s c a le
P lo t d a te
F ile n a m e of Engineers US Army Corps
Charleston District
M Y R
T
A C
H
C R
O S S
S E
C T
IO
N S
V E
R N
A
E
V E L A
N D
J V C
J V C
J V C
H :1
V :1
HGFEDCBA
NOTES:
1. SEE SPECIFICATIONS FOR BEACH FILL REQUIREMENTS.
2. VERTICAL DATUM REFERS TO NAVD 88.
R
W
H P R
PERPETUAL EASEMENT LOCATED AT 114 FEET FROM BASELINE.
PERPETUAL EASEMENT LOCATED AT 94 FEET FROM BASELINE.
C-007
C O
N T R
A
W
H P C
X X
M B
R
Y
X C .D
G N
SHEET 8 OF 19
S T
O
M A
D U
C T
O J E
C T
J A
N U
A R
Y
J A
N U
A R
Y
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A
R E
A C
E
N655000
E
E
N660000
N665000
N670000
Zone A-36
CH-3
CH-2
CH-4
CH-1
CH-A
CH-B
E 2646540
N 667950
E 2643596
N 666291
E 2641959
N 660021
E 2654062
N 655536
E 2649791
N 657229
E 2651403
CH-3
CH-2
CH-4
CH-1
CH-A
CH-B
E 2646540
N 667950
E 2643596
N 666291
E 2641959
N 660021
E 2654062
N 655536
E 2649791
N 657229
E 2651403
N 670935
-38-36
-3
-36
-36 -36
-34
-34
-34
-34
-34 -34
-3
-34
-34
-34
-34
-32
-32
-32
-32
-32
-3
-32
-32
-3
-32
-32
-32
-3
-30
-30
-30
-30
-30
-3
-30
-3
LEGEND
-28
-28
-28
-2
-2
LIMITS OF BORROW AREA
THREE MILE STATE WATERS LINE
SOIL BORING LOCATION AND NUMBER
Completed 1997
Initial Construction Area
Borrow Area
2008 Renourishment
CS-17-V-08
CS-17-V-01
CS-17-V-02
CS-17-V-04
CS-06-V-8
CS-06-V-2 CS-17-V-03
CS-06-V-7
CS-17-V-05
CS-06-V-12CS-17-V-06
CS-06-V-1
CS-17-V-07
CS-17-V-40
CS-06-V-11
CS-06-V-5
CS-17-V-13
CS-06-V-10
CS-17-V-09
CS-17-V-33
CS-17-V-10
CS-06-V-16
CS-17-V-11
CS-06-V-20
CS-17-V-14
CS-17-V-21
CS-17-V-20CS-17-V-22
CS-06-V-15
CS-17-V-39
CS-17-V-28
CS-17-V-27
CS-17-V-12
CS-17-V-15
CS-06-V-19
CS-17-V-18
CS-17-V-19
CS-17-V-17
CS-06-V-18
CS-17-V-34
CS-17-V-26
CS-17-V-37
CS-06-V-23
CS-17-V-31
CS-17-V-32
CS-17-V-25
CS-06-V-27
CS-17-V-24
CS-17-V-16
CS-06-V-17
CS-06-V-26
CS-17-V-35
CS-06-V-22
CS-17-V-30
CS-17-V-23
CS-17-V-36
CS-06-V-21
CS-17-V-29
CS-17-V-38
CS-06-V-25
2008 RENOURISHMENT BORROW AREA
1997 INITIAL CONSTRUCTION BORROW AREA
N
3-MILE LINE
ZONE A-38 IS -38 FT MLLW.
MAXIMUM DREDGING DEPTH FOR ZONE A-36 IS -36 FT MLLW AND
2016 AND SEPT-OCT 2006.
HYDROGRAPHIC SURVEY. DATUM: MLLW. DATE OF BORINGS: AUGUST
BATHEMETRY CONTOURS ARE DEVELOPED FROM APRIL 2017
ZONES. THE MAXIMUM PERMISSIBLE SIDE SLOPES SHALL BE 3H:1V.
BORROW AREA DREDGING ZONES OR WITHIN ANY DESIGNATED BUFFER
NO DREDGING WILL BE PERMITTED OUTSIDE THE LIMITS OF THE
UNSUITABLE MATERIAL WITHING THE BORROW AREA.
AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF THE
CONTRACTOR SHALL MOVE IMMEDIATELY TO A DIFFERENT LOCATION
CONSIDERED NOT SUITABLE FOR PLACEMENT ON THE BEACH, THE
CONTAIN AN EXCESSIVE AMOUNT OF SILT AND/OR CLAY AND
SIEVE. SHOULD THE MATERIAL BEING PLACED ON THE BEACH
NO MORE THAN 10% BY WEIGHT OF FINES PASSING THE # 200
SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM) GRAIN SIZE WITH
PLACED WITH IN THE PRESCRIBED SECTION. THIS MATERIAL
SUITABLE MATERIAL AVAILABLE FOR BEACH RENOURISHMENT IS
THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST
0800 800 1600
SCALE OF FEET
HARD BOTTOM AREA
NOTES
ADJACENT 600’ BUFFER ZONE
M I L E
L I
N E
M I L E
L I
N E
4.
3.
2.
1.
Zone A-38-32
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D J
W
G E
O R
G E T
O
R R
Y
C
O U
N T
U
R O
L
IN
A
M Y R
T
A C
H
HGFEDCBA
C A
R O
R K S
C O
N T R
A
W
H N C
X X
D J
W K J K
M H
H
S T
O
M A
D U
C T
O J E
C T
C A
N E
S
O U
T H
R E
A C
H
B
O R
R
E A
C A
N E S
O B
O R
R O
W
P L A
N
1"
R
W
H P R
C-008
SHEET 9 OF 19
R E
A C
H
CS-06-V-6
CANE SOUTH BORROW AREACANE SOUTH BORROW AREACANE SOUTH BORROW AREA
CS-06-V-4
CS-06-V-14
CS-06-V-13
CS-06-V-12
CS-06-V-9
CS-06-V-24
CS-06-V-3
-10
-20
0 50 100 150 200 250 300 350 400 450-50-100
20’ VARIES
DESCRIPTION
EASTING NORTHING
N
SCALE IN FEET
1" : 2000’
2000 2000 4000 6000
ELEV. 9.0
ELEV. 6.0
1V:20H 1V:5H
SLOPE WILL VARY DUE
LEGEND
OCRM MONUMENT
2 3 4 195+00 6 7 8 9 200+00 1 2 3 4 205+00
SURVEY BASELINE
NAVD 88
ELEV.NAD 83 (2001)
GRID COORDINATES
SCCC 5590 CONC. MONUMENT17.02,686,305.50 718,435.15
2,687,140.12 719,119.33
SCCC 5700 CONC. MONUMENT2,688,787.10 720,258.23 6.96
SCCC 5715 CONC. MONUMENT2,691,336.94 721,902.44
SCCC 5720 CONC. MONUMENT2,692,796.57 722,848.76
SCCC 5730 CONC. MONUMENT2,694,834.70 724,121.01
SCCC 5735 CONC. MONUMENT2,696,015.47 724,784.27
2,696,862.06 725,256.65
SCCC 5745 CONC. MONUMENT2,697,697.86 725,726.23
SCCC 5750 CONC. MONUMENT2,698,526.20 726,151.89
2,699,680.53 726,803.28
SCCC 5760 CONC. MONUMENT8.762,700,452.20 727,183.79
SCCC 5770 CONC. MONUMENT8.362,701,540.89 727,801.92
8.492,701,956.27 728,017.69
2,703,095.20 728,529.67
5.972,703,979.90 729,011.76
SCCC 5790 CONC. MONUMENT7.702,705,022.55 729,522.77
SCCC 5805 CONC. MONUMENT5.382,709,280.84 731,492.99
6.692,706,123.10 729,992.93
5.892,709,965.66 731,783.71
6.682,707,126.73 730,465.56
SCCC 5800 CONC. MONUMENT6.202,707,844.96 730,850.46
SCCC 5803 CONC. MONUMENT6.392,708,591.14 731,185.29
6.062,710,616.73 732,128.34
SCCC 5818 CONC. MONUMENT6.092,711,708.32 732,532.14
2,712,748.21 733,000.64
SCCC 5650B CONC. MONUMENT14.97
10.90
21.33
13.88
11.56
SCCC 5740 CONC. MONUMENT12.77
14.78
11.52
SCCC 5755 CONC. MONUMENT10.06
SCCC 5775 CONC. MONUMENT
SCCC 5780 CONC. MONUMENT10.94
SCCC 5785 CONC. MONUMENT
SCCC 5795 CONC. MONUMENT
SCCC 5798 CONC. MONUMENT
SCCC 5810 CONC. MONUMENT
SCCC 5815 CONC. MONUMENT
SCCC 5820 CONC. MONUMENT6.57
SCCC 5825 CONC. MONUMENT5.872,713,762.25 733,335.11
SCCC 5830 CONC. MONUMENT7.802,714,551.19 733,525.62
SCCC 5835 CONC. MONUMENT2,715,604.70 733,816.47
SCCC 5840 CONC. MONUMENT9.502,716,382.08 734,074.83
SCCC 5845 CONC. MONUMENT8.302,717,326.32 734,381.43
SCCC 5850 CONC. MONUMENT8.882,717,789.41 734,591.57
SCCC 5855 CONC. MONUMENT8.102,718,908.08 735,082.99
SCCC 5860 CONC. MONUMENT8.62,720,167.52 735,695.41
SCCC 5865 CONC. MONUMENT8.392,721,464.87 736,274.67
SCCC 5870 CONC. MONUMENT8.442,722,441.90 736,668.93
SCCC 5875 CONC. MONUMENT9.702,723,407.96 737,038.76
SCCC 5880 CONC. MONUMENT8.642,724,345.89 737,454.01
SCCC 5885 CONC. MONUMENT7.332,725,331.94 737,838.56
SCCC 5890 CONC. MONUMENT7.502,726,008.69 738,045.79
INLET
RIVER
LITTLE
WATERWAY
SWASH
WHITE POINT
S C
N C
LI
TTLE
RI
VER
BEACH
GROVE
CHERRY
BEACH
MYRTLE
NORTH
BEACH
CRESCENT
8.23
1289+08.00
1455+41.33
1602+04.08
1745+55.31
OCRM
OCRM
5650B
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
2,727,166.55 738,461.75 9.92 SCCC 5895 CONC. MONUMENT
OCRM
61745
PIER
PIER
STATION
BASELINE
REACH 1
TYPICAL SECTION
ELEV. 2.0
HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)
E L
E V
A T I
O N
PROPOSED BEACH FILL
PERPETUAL EASEMENT/
CONSTRUCTION LINE
EXISTING GRADE
PERPETUAL EASEMENT/CONSTRUCTION LINE
TYPICAL SECTION FOR FILL AT
-10
-20
0 50 100 150 200 250 300 350 400 450-50-100
20’ VARIES
ELEV. 9.0
ELEV. 6.0
1V:20H
1V:5H
SLOPE WILL VARY DUE
TO NATURAL PROCESSES
ELEV. 2.0
HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)
E L
E V
A T I
O N
PROPOSED BEACH FILL
PERPETUAL EASEMENT/
CONSTRUCTION LINE
EXISTING GRADE
1V:2H
AREA
BORROW
RIVER
LITTLE
AT
LA
NTIC
OCEAN
RE
ACH
1 -
- N
ORTH
MYRT
LE
BE
ACH
S T
A
PR
OPOSED
BEACH
FIL
L
D A T E
1745+55.31 WERE USED TO ESTABLISH THE SURVEY BASELINE.
SHOWN IN THIS TABLE FOR STATIONS 1289+08.00, 1455+41.33, 1602+04.08, AND
2. SEVERAL OF THE MONUMENTS IN THIS TABLE HAVE BEEN RESET. THE COORDINATES
1. VERTICAL DATUM FOR MONUMENTS IS NAVD 88.
NOTES:
TO NATURAL PROCESSES
(1:20 ASSUMED)
S T
A
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
J V C
M Y R
T
A C
H
J V C
P L
P
IC
A L
S E
C T
IO
N S
HGFEDCBA
C-009
SHEET 10 OF 19
T
R P
H Y
T P
M
C O
N S T R
U C
T
R M
R
E A
C H
O P T
IO
N
M B
R
Y
C .d g n
S T
O
M A
D U
C T
O J E
C T
H O
R
O R
G E T
O
U N
T
U
R O
L
IN
A C
O N
T R
A
W
H P C
X X
C A
R O
R K S
J A
N U
A R
Y
J A
N U
A R
Y
R
W
H P R
R E
A C
H
NOTES:
1. HORIZONTAL AND VERTICAL CONTROL REFERENCE: SEE TABLE
LOCATED ON THIS PLATE.
2. FILL PLACEMENT SHALL BE SEAWARD OF PERPETUAL EASEMENT/CONSTRUCTION LINE
UNLESS OTHERWISE AUTHORIZED BY THE CONTRACTING OFFICER.
3. STRUCTURES ALONG THE BEACH INCLUDING BUT NOT LIMITED TO SEAWALLS,
DUNE WALKOVERS, AND STORM DRAIN PIPES ARE PRESENT. THE CONTRACTOR SHALL
TAKE PRECAUTION TO PROTECT THESE STRUCTURES FROM DAMAGE DURING CONSTRUCTION.
4. EXISTING DUNE VEGETATION SHALL BE PROTECTED FROM THE CONTRACTOR’S OPERATIONS
BY FLAGGING AND ALERTING EMPLOYEES TO AVOID DUNE AREAS. SOME AREAS MAY HAVE EXISTING
SAND FENCING BELOW THE REQUIRED BERM ELEVATION. IF ENCOUNTERED, THE CONTRACTOR SHALL
REMOVE AND STORE LANDWARD OF THE DUNE.
BEACH
MYRTLE
NORTH
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
AT
LANTIC
OCE
AN
S T
A . 15
+0
S T
A . 15
+0
S T
A . 15
+0
S T
A . 15
+0
S T
A . 15
+0
N
SCALE IN FEET
01000 1000 1500
SCALE: 1" = 500’
500500
V
LEGEND
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
WITH EMERGENCY VEHICLE ACCESS
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
OCRM
S T
A . 14
+0
S T
A . 14
+0
S T
A . 14
+0
S T
A . 14
+0
PERPETUAL EASEMENT/CONSTRUCTION LINE
SURVEY BASELINE
BEACH FILL LIMITS
S T
A . 14
+0
POSSUM TROT GOLF COURSE
1S
E
N U E
S
O U T
H
E
N U E
S
O U T
H
E
N U E
S
O U T
H
E
N U E
S
O U T
H
11T
E
N U E
S
O U T
H
E
N U E
S
O U T
H
M A
IN
S T
R E
E T
11T
E
N
R T
H
S T
A T
IO
N
+0
- E
A
IL
L
S T
A T
IO
N
+0
- S
T A
A C
H
F
IL
L
PR
OPOSE
D
BE
ACH
FIL
L
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
J V C
H O
R R
Y
C
O U
N
U
R O
L
IN
A C
A R
R K S
M Y R
T
A C
H
J V C
HGFEDCBA
R
W
H P R
TABLE 2
C-010
C O
N T R
A
W
H P C
X X
M B
R
Y
C .d g n
SHEET 11 OF 19
T
R P
H Y
T
1570+00 0 1565+00 11 1560+00 13 1555+00 14 1550+00 14 1545+00 12 1540+00 16 1535+00 11 1530+00 11 1525+00 11 1520+00 13 1515+00 15 1510+00 13 1505+00 12 1500+00 19 1495+00 14 1490+00 15 1485+00 12 1480+00 14 1475+00 16 1470+00 16 1465+00 14 1460+00 11 1455+00 14 1450+00 12 1445+00 15 1440+00 12 1435+00 17 1430+00 17 1425+00 17 1420+00 0
STATION CUBIC YARDS PER LINEAR FOOT
MYRTLE BEACH REACH 1 � SAND PLACEMENT RATES
C O
N S T R
U C
T
R M
S T
A
A
O P T
IO
N
S T
O
M A
D U
C T
O J E
C T
J A
N U
A R
Y
J A
N U
A R
Y
R E
A C
H
NOTES:
1. EXISTING RIPRAP AND OTHER SLOPE PROTECTION MATERIAL SHALL NOT BE DISTURBED.
2. CONTRACTOR SHALL DETERMINE IN THE FIELD THE EXACT LOCATION TO BEGIN EACH
FILL SECTION TO AVOID PLACEMENT LANDWARD OF THE PERPETUAL EASEMENT/CONSTRUCTION
LINE.
3. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE
ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO
CASE GREATER THAN 400 FEET APART.
4. THE CONTRACTOR SHALL LOCATE ALL STORMWATER OUTFALLS (NOT LIMITED TO THOSE SHOWN
ON THE PLANS). CONTRACTOR SHALL IDENTIFY EXACT PIPE LOCATION AND DEPTH PRIOR TO
BEGINNING CONSTRUCTION AND TAKE NECESSARY PRECAUTIONS TO NOT DAMAGE PIPING.
5. CONTRACTOR SHALL PLACE BEACH FILL AT THE PRESCRIBED DENSITY (SHOWN IN TABLE 2), VARYING THE BERM WIDTH AS NEEDED. CONTRACTOR SHALL MAKE SMOOTH STRAIGHT TRANSITIONS
BETWEEN PRESCRIBED STATIONS WHEN PLACING BEACH FILL.
e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
C O
N S T R
U C
T
R M
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D w g s c a le
P lo t d a te
F ile n a m e of Engineers US Army Corps
Charleston District
M Y R
T
A C
H
C R
O S S
S E
C T
IO
N S
J V C
J V C
H :1
V :1
HGFEDCBA
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
E L
E V
A T I
O N
NOTES:
1. SEE SPECIFICATIONS FOR BEACH FILL REQUIREMENTS.
2. VERTICAL DATUM REFERS TO NAVD 88.
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
780+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
820+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
830+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
840+00
STA. 1530+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
850+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
860+00
-5
-10
-15
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600-25-50-75-100
VARIES
P E
R P
E T
U A
L
E A
S E
M E
N T
BASELINE AS SHOWN ON C-009
NEW BERM
EXISTING GROUND
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
P E
R P
E T
U A
L
E A
S E
M E
N T
R
W
H P B
C-011
C O
N T R
A
W
H P C
X X
STA. 1430+00
STA. 1440+00
STA. 1450+00
STA. 1460+00
STA. 1470+00
STA. 1480+00
STA. 1490+00
STA. 1500+00
STA. 1510+00
STA. 1520+00
STA. 1540+00
STA. 1550+00
STA. 1560+00
SHEET 12 OF 19
O P T
IO
N
T
R P
H Y
T P
M
M B
R
Y
X C .D
G N
S T
O
M A
D U
C T
O J E
C T
H O
R
O R
G E T
O
U N
T
IE
S
S
O U
R O
L
IN
A C
A R
O
R K S
J A
N U
A R
Y
J A
N U
A R
Y
R E
A C
-3
-32
-32 -32
-32
-32
-32
-3
-32
-3
-32
-32
-32
-32
-32
-3
-32
-32
-3
-3
-3
-32
-32
-32
-31
-31
-3
-3
-31
-3
-31
-31
-31
-31
-3
-3
-3
-31
-3
-3
-3
-31
-31
-3
-3
-3
-3
-31
-31
-31
-31
-31
-3
-3
-30
-3
-30
-30
-3
-3
-30
-30
-30
-30
-3
-30
-3
-29
-29
LEGEND
THREE MILE STATE WATERS LINE
SOIL BORING LOCATION AND NUMBER
LIMITS OF DREDGING ZONE
N 725633
E 2718229
3-
MI
LE
LI
MI
T
3-MILE LIMIT
N
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E
G E
O R
G E T
O
R R
Y
C
O U
N T
U
R O
L
IN
A
M Y R
T
A C
H
DREDGING ZONE
D J
W S T
O
M A
D U
C T
O J E
C T
D J
W K J K
M H
H
C A
R O
R K S
L
IT
T L E
R
IV
E R
B O
R R
O W
P L A
N .D
G N
SC-5
730000
720000
722000
724000
726000
728000
500 1000500
NOTES
ZONE.
MAXIMUM DREDGING DEPTH IS -32 FT MLLW WITHIN THE DREDGING
HYDROGRAPHIC SURVEY DATED NOVEMBER 2017. DATUM: MLLW
BATHEMETRY CONTOURS ARE DEVELOPED FROM AFTER DREDGING
RENOURISHMENT PROJECT COMPLETED IN OCTOBER 2017.
THIS DREDGING ZONE WAS UTILIZED FOR THE 2017 REACH 1
3H:1V.
DREDGING ZONE. THE MAXIMUM PERMISSIBLE SIDE SLOPES SHALL BE
NO DREDGING SHALL BE PERMITTED OUTSIDE THE LIMITS OF THE
THE UNSUITALBLE MATERIAL WITHIN THE BORROW AREA.
AREA AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF
MOVE IMMEDIATELY TO A DIFFERENT LOCATION WITHIN THE BORROW
SUITABLE FOR PLACEMENT ON THE BEACH, THE CONTRACTOR SHALL
EXCESSIVE AMOUNT OF SILT OR CLAY AND CONSIDERED NOT
SHOULD THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN
OL) MATERIAL PRESENT (10% OR LESS PASSING THE #200 SIEVE).
NO MORE THAN 10% BY WEIGHT SILT AND CLAY (MH, ML, CH, CL,
SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM) GRAIN SIZE WITH
PLACED WITH IN THE PRESCRIBED SECTION. THIS MATERIAL
SUITABLE MATERIAL AVAILABLE FOR BEACH RENOURISHMENT IS
THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST
5.
4.
3.
2.
1.
SCALE IN FEET
Borrow Zone (Partial)
2008 Renourishment
S O
L
IC
IT
A T
W
H P R
L
IT
T
IV
T
IO
N
R E
A C
H
B O
R R
E A
C-012
SHEET 13 OF 19
1’
C O
N T R
A
W
H N C
X X
R E
A C
H
Initial Construction Borrow Area
OVERVIEW MAP
(NTS)
LITTLE RIVER BORROW AREA DREDGING ZONE
LEGEND
LI
TTLE
RI
VER
BEACH
GROVE
CHERRY
INLET
RIVER
LITTLE
BEACH
MYRTLE
NORTH
N C
S C
LI
TTLE
RI
VER
BORROW
AREA
3-
MI
LE
LI
MI
T
O C E
A N
A T
LA
N T
IC
SEE DETAIL
LR-16-V-23
LR-06-V-13
LR-16-V-17
LR-16-V-33
LR-16-V-40
LR-06-V-10
LR-16-V-32
LR-16-V-35
LR-16-V-42
LR-16-V-38
LR-16-V-47
LR-16-V-41
LR-16-V-46
LR-06-V-21
LR-06-V-31
LR-06-V-4
LR-06-V-5
LR-16-V-39
LR-06-V-30
LR-06-V-40
LR-16-V-36
LR-06-V-12
LR-16-V-37
LR-06-V-2
LR-06-V-29
LR-06-V-11
LR-06-V-20
LR-06-V-22
LR-06-V-28
LR-06-V-3
LR-06-V-1
LR-16-V-34
LR-06-V-19
DESCRIPTION
EASTING NORTHINGSTATION
BASELINE
SURVEY
REACH 3
FEET
NAVD 88
ELEV.NAD 83 (2001)
GRID COORDINATES
SCCC 4930 CONC. MONUMENT8.50
7.71
SCCC 4950 CONC. MONUMENT
SCCC 4980 CONC. MONUMENT638,384.95
644,931.32
SCCC 5035 CONC. MONUMENT645,567.20
NOTE: VERTICAL DATUM FOR MONUMENTS IS NAVD 88
646,541.14
SCCC 5130 CONC. MONUMENT7.06651,518.38
SCCC 5140 CONC. MONUMENT6.84
SCCC 4970 CONC. MONUMENT
SCCC 5030 CONC. MONUMENT
SCCC 5100 CONC. MONUMENT
SCCC 5220 CONC. MONUMENT
SCCC 4935 CONC. MONUMENT7.94
SCCC 4940B CONC. MONUMENT
6.47
SCCC 4965B CONC. MONUMENT636,006.05
7.10
SCALE IN
1" : 2000’
2000 2000 6000
BEACH
GARDEN CITY
BEACH
SURFSIDE
A
TL
A N
TI
E A N
RE
AC
H
87+00.00(PI)
7.44
8.65
639,998.39 5.17 SCCC 5000B CONC. MONUMENT
9.59
9.86
7.87
8.35 SCCC 5210B CONC. MONUMENT
SCCC 5195B CONC. MONUMENT
9.10
SCCC 5230B CONC. MONUMENT8.53
-10
-20
INLET
MURRELLS
2,604,012.77 632,161.74
2,603,440.43 631,069.37
2,602,956.11 630,077.94
105+84.21(PI) 633,745.082,605,034.19
SCCC 4955E CONC. MONUMENT7.39634,606.162,605,626.16
SCCC 4960B CONC. MONUMENT6.36635,485.132,606,109.02
132+63.06(PI) 2,606,470.93
2,606,956.37 636,790.86
156+12.43(PI) 2,607,807.41 637,938.24 4.85 SCCC 4975E CONC. MONUMENT
2,608,164.71
SCCC 4999E CONC. MONUMENT4.84639,555.362,608,709.62
2,609,231.81181+17.05(PI)
SCCC 5005E CONC. MONUMENT4.13641,066.082,609,711.78
SCCC 5010E CONC. MONUMENT4.61641,825.692,610,531.33
SCCC 5015E CONC. MONUMENT213+10.99(PI) 2,611,021.81 642,643.60 6.05
SCCC 5020E CONC. MONUMENT5.0643,633.832,611,502.31
SCCC 5025E CONC. MONUMENT7.54644,250.182,612,269.18
2,612,848.11242+38.28(PI)
2,613,354.56
2,614,011.23
SCCC 5120E CONC. MONUMENT9.28648,128.712,615,132.31281+67.77(PI)
2,617,723.03324+34.10(PI)
2,616,151.88 649,541.87
SCCC 5180B CONC. MONUMENT6.84653,223.092,619,104.79346+28.49(PI)
368+31.66(PI) 2,620,462.62 654,958.10 9.90
SCCC 5200E CONC. MONUMENT7.70656,519.262,621,691.07388+18.19(PI)
658,227.822,622,925.30
659,924.182,624,263.84430+85.82(PI)
455+10.91(PI) 661,788.982,625,814.19
SCCC 5240E CONC. MONUMENT5.71664,199.722,627,486.47484+44.87(PI)
SCCC 5250B CONC. MONUMENT8.742,628,557.62 665,228.00
SCCC 5260E CONC. MONUMENT8.972,630,100.93 666,680.67520+49.11(PI)
0 50 100 150 200 250 300 350 400 450 500-50-100
HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)
PIER
PIER
OCRM 4930
OCRM 4935
OCRM 4940B
OCRM 4950
OCRM 4960
OCRM 4965B
OCRM 4970
OCRM 4975
OCRM 4980
OCRM 4999B
OCRM 5000B
OCRM 5005B
OCRM 5010B
OCRM 5015
OCRM 5020
OCRM 5025B
OCRM 5030
OCRM 5035
OCRM 5100
OCRM 5120
OCRM 5140
OCRM 5130
OCRM 5180
OCRM 5195B
OCRM 5200B
OCRM 5210
OCRM 5220
OCRM 5230
OCRM 5240B
OCRM 5250
OCRM 5260B
VARIES
ELEV. 6.0
1V:5H 1V:2H
SURFSIDE DR.
M
ELO
DY LN.
16TH
AVE
CAMPGROUND
FAMILY
OCEAN LAKES
CAMPGROUND
FAMILY
LAKEWOOD
CAMPGROUND
FAMILY
PIRATELAND
DO
G
W O O
D DR.
STATE PARK
MYRTLE BEACH
ATLANTIC AVE.
ELEV. 2.0
OCRM 4955B
17B
495+
STA.
SURFSIDE BORROW AREA
PROPOSED BEACH FILL
-10
-20
0 50 100 150 200 250 300 350 400 450 500 550-50-100
VARIES
ELEV. 6.0
1V:5H
SLOPE WILL VARY DUE
TO NATURAL PROCESSES
ELEV. 2.0
HORIZONTAL DISTANCE FROM SURVEY BASELINE (FEET)
TYPICAL SECTION
E L
E V
A T I
O N
EXISTING GRADE
PERPETUAL EASEMENT/
CONSTRUCTION LINE
E L
E V
A T I
O N
PROPOSED BEACH FILL
EXISTING GRADE
PERPETUAL EASEMENT/
CONSTRUCTION LINE
N
PERPETUAL EASEMENT/CONSTRUCTION LINE
TYPICAL SECTION FOR FILL AT
FOR COORDINATES
SEE THE SPECIFICATIONS
ESSENTIAL FISH HABITAT (EFH)
FOR COORDINATES
SEE THE SPECIFICATIONS
ESSENTIAL FISH HABITAT (EFH)
250+
STA.
(20:1 ASSUMED)
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D e s ig n e d b y
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
J V C
M Y R
T
A C
H
J V C
P L
P
IC
A L
S E
C T
IO
N S
HGFEDCBA
R
W
H P B
C-013
SHEET 14 OF 19
C O
N S T R
U C
T
R M
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NOTES:
1. HORIZONTAL AND VERTICAL CONTROL REFERENCE:
SEE TABLE LOCATED ON THIS PLATE.
2. THE CONTRACTOR SHALL NOT IN ANY MANNER DISTURB THE
OCEAN BOTTOM IN AREAS DESIGNATED "ESSENTIAL FISH HABITAT
(EFH)" ON THE PLANS. THIS INCLUDES BUT IS NOT LIMITED TO SUBMERGED
PIPELINES, ANCHORS OF ANY TYPE, SPUDS, ETC. BEACH FILL WITHIN THE
AREA OF THE DESIGNED BERM IS ALLOWED.
3. FILL PLACEMENT SHALL BE SEAWARD OF PERPETUAL EASEMENT LINE
UNLESS OTHERWISE AUTHORIZED BY THE CONTRACTING OFFICER.
4. NUMEROUS EXISTING STRUCTURES ALONG THE BEACH INCLUDING SEAWALLS, DUNE WALKOVERS AND
STORM DRAIN PIPES ARE PRESENT. THE CONTRACTOR SHALL TAKE PRECAUTION TO PROTECT THESE
STRUCTURES FROM DAMAGE FROM HIS OPERATIONS. APPROXIMATELY 250 WALKOVERS AND
75 STORM DRAIN PIPES ARE LOCATED ON THE BEACH WITHIN REACH 2. CONTRACTOR SHALL VERIFY THESE
NUMBERS PRIOR TO BEGINNING WORK.
5. EXISTING DUNE VEGETATION SHALL BE PROTECTED FROM THE CONTRACTOR’S OPERATIONS BY FLAGGING
AND ALERTING EMPLOYEES TO AVOID DUNE AREAS. SOME AREAS MAY HAVE EXISTING SAND FENCING BELOW
THE REQUIRED BERM ELEVATION. IF ENCOUNTERED, THE CONTRACTOR SHALL REMOVE AND STORE LANDWARD
OF THE DUNE.
-2
N
SCALE IN FEET
01000 1000 1500
SCALE: 1" = 500’
500500
V
LEGEND
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
WITH EMERGENCY VEHICLE ACCESS
A
EL
O D Y
LA
N E
SURFSIDE DRIVE
16th A V E N
U E
E S S E
N T I
A L
F I
B I T
E
A
S W
A S H
TR
A N S
IT
IO
N
0’
TY
P
S W
A S H
TR
A N S
IT
IO
N
0’
TY
P
S W
A S H
TR
A N S
IT
IO
N
0’
TY
P
S W
A S H
TR
A N S
IT
IO
N
0’
TY
P
S W
A S H
TR
A N S
IT
IO
N
0’
TY
P
S W
A S H
TR
A N S
IT
IO
N
0’
TY
P
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A S H
TR
A N S
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IO
N
0’
TY
P
V
C A
LH
O O
N
D R
IVE
V
V
V
V
225+00
0+00
5+00
240+00
245+00
250+00
255+00
260+00
265+00
270+00
275+00
280+00
285+00
290+00
295+00
300+00
305+00
310+00
315+00
320+00
5+00
0+00
5+00
40+00
45+00
50+00
55+00
60+00
65+00
370+00
375+00
380+00
385+00
V
OCRM 5020
OCRM 5025B
OCRM 5030
OCRM 5035
OCRM 5100
OCRM 5120
OCRM 5140
OCRM 5130
OCRM 5180
OCRM 5195B
OCRM 5200B
S
U
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F
S
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TU
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M E N T
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RF
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B A S E
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B
BEACH FILL LIMITS
NUMBER
REFERENCE
SHEET
C H
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L E S T
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A
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D e s ig n e d b y
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D ra w n b y
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D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
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N A P P
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D A T E
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N M
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D A T E of Engineers US Army Corps
Charleston District
J V C
C A
R
R K S
M Y R
T
A C
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J V C
HGFEDCBA
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18385+00 380+00 12 375+00 21 370+00 17 365+00 16 360+00 15 355+00 10 350+00 20 345+00 21 340+00 18 335+00 12 330+00 16 325+00 25 320+00 23…
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