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US Army Corps of Engineers®
Savannah District
2 3 4 5 6 7
SAVANNAH HARBOR, GEORGIA AND SOUTH CAROLINA
SAVANNAH HARBOR EXPANSION PROJECT
INNER HARBOR DREDGING - STA 0+000 TO 70+000
FY18
SOLICITATION NO.: W912HN19B5003
CONTRACT NO.:
ISSUE DATE:
26-MAR-2019 07:12
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MARCH 2019
8 9 10
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
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QUM!TY CONTROUPE/A DATE
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1\4/� �7-�ll� 0� ENGINEERING DIVISION, CHIEF D E l
• THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
SAVANNAH DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
SCOPE OF THIER EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
US Army Corps of Engineers®
SHEET ID
G-001 z
ISSUE FOR CONSTRUCTION
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SHEET ID.
INDEX OF DRAWINGS
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SHEET ID.
TITLESHEET ID.
TITLETITLE
CB107 DA - JONES/OYSTERBED DISPOSAL AREA
CN301 TYPICAL CHANNEL SECTIONS - SAVANNAH HARBOR
CN302 TYPICAL CHANNEL SECTIONS - SAVANNAH HARBOR
CN303 CHANNEL CROSS SECTIONS STATION 0+000 TO 1+900
CN304 CHANNEL CROSS SECTIONS STATION 2+000 TO 3+900
CN305 CHANNEL CROSS SECTIONS STATION 4+000 TO 5+900
CN306 CHANNEL CROSS SECTIONS STATION 6+000TO 7+900
CN307 CHANNEL CROSS SECTIONS STATION 8+000 TO 9+900
CN308 CHANNEL CROSS SECTIONS STATION 10+000 TO 11+900
CN309 CHANNEL CROSS SECTIONS STATION 12+000 TO 13+900
CN310 CHANNEL CROSS SECTIONS STATION 14+000 TO 15+900
CN311 CHANNEL CROSS SECTIONS STATION 16+000 TO 17+900
CN312 CHANNEL CROSS SECTIONS STATION 18+000 TO 19+900
CN313 CHANNEL CROSS SECTIONS STATION 20+000 TO 21+900
CN314 CHANNEL CROSS SECTIONS STATION 22+000 TO 23+900
CN315 CHANNEL CROSS SECTIONS STATION 24+000 TO 25+900
CN316 CHANNEL CROSS SECTIONS STATION 26+000 TO 27+900
CN317 CHANNEL CROSS SECTIONS STATION 28+000 TO 29+900
CN318 CHANNEL CROSS SECTIONS STATION 30+000 TO 31+900
CN319 CHANNEL CROSS SECTIONS STATION 32+000 TO 33+900
CN320 CHANNEL CROSS SECTIONS STATION 34+000 TO 35+900
CN321 CHANNEL CROSS SECTIONS STATION 36+000 TO 37+900
CN322 CHANNEL CROSS SECTIONS STATION 38+000 TO 39+900
CN323 CHANNEL CROSS SECTIONS STATION 40+000 TO 41+900
CN324 CHANNEL CROSS SECTIONS STATION 42+000 TO 43+900
CN325 CHANNEL CROSS SECTIONS STATION 44+000 TO 45+900
CN326 CHANNEL CROSS SECTIONS STATION 46+000 TO 47+900
CN327 CHANNEL CROSS SECTIONS STATION 48+000 TO 49+900
CN328 CHANNEL CROSS SECTIONS STATION 50+000 TO 51+900
CN329 CHANNEL CROSS SECTIONS STATION 52+000 TO 53+900
CN330 CHANNEL CROSS SECTIONS STATION 54+000 TO 55+900
CN331 CHANNEL CROSS SECTIONS STATION 56+000 TO 57+900
CN332 CHANNEL CROSS SECTIONS STATION 58+000 TO 59+900
CN333 CHANNEL CROSS SECTIONS STATION 60+000 TO 61+900
CN334 CHANNEL CROSS SECTIONS STATION 62+000 TO 63+900
CN335 CHANNEL CROSS SECTIONS STATION 64+000 TO 65+900
CN336 CHANNEL CROSS SECTIONS STATION 66+000 TO 67+900
CN337 CHANNEL CROSS SECTIONS STATION 68+000 TO 69+900
RC101 RESOURCE CIVIL PIPELINE CROSSING - EAST (A-05)
RC102 RESOURCE CIVIL PIPELINE CROSSING - EAST (A-06)
RC103 RESOURCE CIVI PIPELINE CROSSING - EAST (A-07)
RC104 RESOURCE CIVIL - LNG PIPELINE CROSSING - (071736H01)
RC501 RESOURCE CIVIL - GATE VALVE DETAILS
RC502 RESOURCE CIVIL - GATE VALVE DETAILS
G-001 COVER SHEET
GI001 INDEX OF DRAWINGS
GI002 GENERAL NOTES AND LEGEND
GC101 GENERAL LOCATION PLAN-SAVANNAH HARBOR
VH101 WRECKS CHANNEL EXAMINATION SURVEY
VH101A WRECKS CHANNEL OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH102 WRECKS CHANNEL EXAMINATION SURVEY
VH102A WRECKS CHANNEL OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH103 OGLETHORPE-FORT JACKSON EXAMINATION SURVEY
VH103A OGLETHORPE-FORT JACKSON OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH104 OGLETHORPE-FORT JACKSON EXAMINATION SURVEY
VH104A OGLETHORPE-FORT JACKSON OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH105 THE BIGHT EXAMINATION SURVEY
VH105A THE BIGHT OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH106 THE BIGHT-UPPER FLATS EXAMINATION SURVEY
VH106A THE BIGHT-UPPER FLATS OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH107 UPPER FLATS-LOWER FLATS EXAMINATION SURVEY
VH107A UPPER FLATS-LOWER FLATS OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH108 UPPER FLATS-LOWER FLATS EXAMINATION SURVEY
VH108A UPPER FLATS-LOWER FLATS OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH109 LOWER FLATS EXAMINATION SURVEY
VH109A LOWER FLATS OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH110 LONG ISLAND CROSSING EXAMINATION SURVEY
VH110A LONG ISLAND CROSSING OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH111 LONG ISLAND CROSSING EXAMINATION SURVEY
VH111A LONG ISLAND CROSSING OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH112 LONG ISLAND CROSSING EXAMINATION SURVEY
VH112A LONG ISLAND CROSSING OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH113 NEW CHANNEL RANGE EXAMINATION SURVEY
VH113A NEW CHANNEL RANGE OBSTRUCTIONS, DIMENSIONS AND BORINGS
VH114 NEW CHANNEL RANGE EXAMINATION SURVEY
VH114A NEW CHANNEL RANGE OBSTRUCTIONS, DIMENSIONS AND BORINGS
B-301 SOIL CLASSIFICATION CHARTS, LEGENDS AND NOTES
B-302 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-303 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-304 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-305 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-306 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-307 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-308 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-309 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-310 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-311 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-312 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-313 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-314 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-315 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-316 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-317 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-318 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-319 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-320 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-321 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-322 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-323 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-324 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-325 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-326 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-327 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-328 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-329 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-330 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-331 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-332 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-333 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-334 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-335 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-336 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-337 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-338 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-339 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-340 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-341 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-342 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-343 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-344 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-345 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-346 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-347 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-348 HISTORICAL SOIL TEST BORING LOGS - TIDE GATE EMBANKMENTS
B-349 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-350 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-351 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-352 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-353 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-354 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-355 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-356 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-357 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-358 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
B-359 HISTORICAL SOIL TEST BORING LOGS - INNER HARBOR
CB101 DA - 12A DISPOSAL AREA
CB102 DA - 13A DISPOSAL AREA
CB103 DA - 13B DISPOSAL AREA
CB104 DA - 14A DISPOSAL AREA
CB105 DA - 14B DISPOSAL AREA
CB106 DA - JONES/OYSTERBED DISPOSAL AREA
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GENERAL NOTES/SURVEY
DMCA NOTES
OBSTRUCTION NOTES
1000' Station on CL
250' Station on CL
Beacon or Range Marker
Buoy
Boring Location
Design Channel Toe
Existing Channel Toe
LEGEND
GI002
CHANNEL OBSTRUCTIONS.
CONTRACTOR SHALL BE AWARE OF THE POTENTIAL TO ENCOUNTER UNKNOWN
3. KNOWN CHANNEL OBSTRUCTIONS ARE MARKED ON THE DRAWINGS. THE
NOT ALL UTILITY MEMBERS ARE WITH GEORGIA 811 AND SOUTH CAROLINA 811.
KEEPING IN MIND THE ALLOWANCE DISTANCE ON EITHER SIDE OF THE MARKINGS.
EXISTING LINES HAVE BEEN MARKED, YOU MAY BEGIN CAREFULLY TO DIG,
SITE TO MARK THE LOCATION OF THEIR UNDERGROUND UTILITY LINES. ONCE ANY
SEND EITHER ONE OF THEIR EMPLOYEES OR A CONTRACT LOCATOR TO YOUR DIG
MEMBER COMPANIES OF YOUR INTENT TO DIG. EACH MEMBER COMPANY WILL THEN
REPRESENTATIVE WILL RECORD THE LOCATION OF THE DIGGING SITE AND NOTIFY
282-7411, CALL SOUTH CAROLINA 811 BY DIALING 811 OR (888) 721-7877. A
CALL) PRIOR TO DIGGING. CALL GEORGIA 811 BY DIALING 811 OR (800)
IS REQUIRED TO WAIT 3 FULL WORKING DAYS (NOT INCLUDING THE DAY OF THE
CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR
OR ON THE GROUND, THE EXCAVATOR TO CONTACT THE UTILITY COMPANY OR ONE
RESULTS IN THE MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN
2. SOUTH CAROLINA AND GEORGIA STATE LAW REQUIRES ANY ACTIVITY THAT
OF UTILITIES WITHIN THE PROPOSED CONSTRUCTION LIMITS.
THE RESPECTIVE UTILITY COMPANIES TO VERIFY THE EXISTENCE AND LOCATION
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH
(REFER TO CB105)
7. THE CONTRACTOR WILL MAINTAIN FILL DIRT AROUND THE WEIRS IN DA 14B
AND FURNISHED TO THE CONTRACTING OFFICER FOR DISPOSITION.
AND LOCKED POLICY WILL BE CONSIDERED A CONTRACT DEFAULT EVENT, RECORED
REQUIREMENTS IN THE CONTRACT. FAILURE TO COMPLY WITH THE GATE CLOSED
FROM GOVERNMENT PROPERTY ANY PERSON OR PERSONS NOT ADHERING TO THE GATE
CONTRACTING OFFICER RESERVES THE RIGHT TO SUSPEND OR PERMANENTLY REMOVE
OVER THE INGRESS AND EGRESS OF PERSONNEL, EQUIPMENT, AND VENDORS. THE
PROVIDE A NUMBER 5 LOCK TO THE ACCESS GATE AND MAINTAIN STRICT CONTROL
FOR THE IMMEDIATE PASSAGE OF MANPOWER, EQUIPMENT, AND DELIVERIES.
AT FIELDS CUT. ENSURE THE ACCESS GATE REMAINS LOCKED EXCEPT WHEN OPENED
HIGHWAY 17 TO DISPOSAL AREAS 12A THROUGH 14B AND THE DMCA 14B BOAT RAMP
6. THE CONTRACTOR WILL BE ALLOWED ACCESS THROUGH THE ENTRANCE GATE OFF
THE LOWER BACK ROAD
THE CROSS DIKES CAN BE USED TO ACCESS DISPOSAL AREAS AND ACCESSED FROM
AND 14B. THE FRONT AND BACK DIKE ROADS SHALL NOT BE USED FOR TRANSIT.
LOWER BACK ROAD TO ACCESS ALL OF THE DISPOSAL AREAS EXCEPT DMCA'S 14A
5. ALL PERSONNEL INCLUDING DELIVERIES, EQUIPMENT, ETC. SHALL USE THE
CONTRACTING OFFICER(CO).
OF MUTUALLY USED ACCESS ROADS SHALL ALSO BE COORDINATED THROUGH THE
4. ANY AND ALL SHARED MAINTENANCE TASKS SUCH AS THOSE FOR MAINTENANCE
APPROXIMATELY 50% +/- 5% FINES (PASSING THE NO. 200 SIEVE).
MIXTURE OF SAND AND FINES (SILT AND CLAY) IN THE PROPORTION OF
PONDING. TOPPING MATERIALS ADDED BY THE CONTRACTOR SHALL CONSIST OF A
WILL HAVE A MAINTAINED CROWN TO FACILITATE DRAINAGE AND TO PREVENT
DISPOSAL AREA 12A STAGING AREA. THE MAINTAINED ROADS AND TOPS OF DIKES
INCLUDES THE ROAD FROM HIGHWAY 17 THROUGH THE RED ACCESS GATE TO THE
AND STAGING AREAS THROUGHOUT THE DURATION OF THE CONTRACT. THIS
TRUCKS OR OTHER EQUIPMENT TO MAINTAIN THE TOPS OF DIKES, ROADS, RAMPS
CONTRACTOR SHALL USE A MOTOR GRADER, BOX BLADE, FRONT END LOADER, DUMP
ACCESS ROADS , TOPS OF DIKES, AND RAMPS UTILIZED AT THE DMCA'S. THE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EXISTING
OFFICER (CO).
TIMES. USE OF THE AREA WILL BE COORDINATED THROUGH THE CONTRACTING
COURSE OF THIS CONTRACT. ACCESS TO THE RAMP MAY NOT BE AVAILABLE AT ALL
CHANNEL 12A DMCA MAY BE SHARED WITH ANOTHER CONTRACTOR DURING THE
2. THE RAMP AND STAGING AREA ON THE NORTH SIDE OF THE SEDIMENT BASIN
MADE BY THE CO SHALL BE BINDING ON ALL PARTIES CONCERNED.
THEN MAKE A DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER (CO), WHO WILL
EACH. ANY DISPUTES OR DISAGREEMENTS THAT ARISE FROM AREA USE SHALL BE
WITH THE OTHER CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY PROGRESS OF
THROUGHOUT THE PROJECT TIMELINE. THE CONTRACTOR SHALL COORDINATE WORK
PERFORMING WORK IN THE 12A TO 14B DMCAS AND JONES OYSTERBED ISLAND DMCA
1. THE CONTRACTOR IS TO BE AWARE THAT OTHER CONTRACTORS WILL BE
8. SURVEY PERFORMED AUG 2018.
7. AERIAL PHOTOGRAPHS MADE 2018.
CLASS 1 HYDROGRAPHIC SURVEYS.
WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR
6. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS
COORDINATES STATE ZONE GA EAST 1001.
5. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE PLANE
4. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS
3. THE INFORMATION DEPICTED ON THE DRAWINGS REPRESENTS RESULTS OF
2. STATIONS ARE AT 1000' INTERVALS.
RIVERBED.
1. SOUNDING SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE
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S .C .L . R .R
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SAVANNAH BAR PILOT STATION
U.S. COAST GUARD STATION-TYBEE ISLAND
FLOOD
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ISLAND
DAUFUSKIE
ISLAND
TURTLE
NEW
RIV
ER
F
I E
L SD
CUT
W R
IG
H T
RIV
ER
A T
LA
N T
IC IN
TRACOA
S
TT
A
L
W A T E
R W
A Y
ISLAND
JONES
AREA
DISPOSAL
C H
A N
N E L
N O
R
TH
IS.
OYSTERBED
I S
B I R
DISPOSAL AREA
13B
DISPOSAL AREA 14
B A
C K
R
IV
E R
ATLANTIC COASTAL HWY.
ISLAND
ARGYLE
7.5 FEET
TIDAL RANGE
21.31 M=STA. 112+500
FEDERAL PROJECT
UPSTREAM LIMIT OF
DISPOSAL AREA
ARGYLE-HUTCHINSON ISLAND
(GARDEN CITY TERMINAL)
GEORGIA PORTS AUTHORITY
AUTHORITY
GEORGIA PORTS
STRUCTURE
TIDE GATE
COLONIAL OIL INDUSTRIES
N
(OCEAN TERMINALS)
GEORGIA PORTS AUTHORITY
DISPOSAL AREA N
(ONSLOW NORTH)
F O
R N
T
R
IV
E R
DISPOSAL AREA 12A
I
GEORGIA PORTS AUTHORITY (LASH TERMINAL)
BASIN
IS. TURNING
OYSTERBED
NEW
RIVER
500' STA. 0 000+
NOTE:
1. MILE ZERO IS AT STATION 0 000 (VICINITY) FORT PULASKI MOUTH OF SAVANNAH RIVER.+
N- "D"
C- "A"
BL- "B"
C- "C"
N
TENN.
ALA.
N.C.
SOUTH
CAROLINA
FLORIDA
GEORGIA
COLUMBIACOLUMBIA
CHARLESTON
TALLAHASSEE
JACKSONVILLE
BRUNSWICK
DARIEN
ATLANTA
AUGUSTA
SAVANNAH
MACON
A T
L A
N
IC
E
A N
MEXICO
GULF OF
S A V A N N A H
R
OGEECHEE
R
O C
M U
L G E
E
R.
S A
TILLA
R.
O C
O N
ALT
AMAH
A R
L
IM
IT
S
OFS
A
V A
N N
A H
D
IS
T R
IC
T
7.1 FEET
TIDAL RANGE
DISPOSAL AREA 14B
NEW CUT CLOSURE
(ONSLOW SOUTH)
DISPOSAL AREA S
VICINITY MAPT.I.C.
20-M
15-M
10-M
5-M
5- M
BASIN
TURNING
ARGYLE ISLAND
BASIN
TURNING
KINGS ISLAND
MARSH ISLAND TURNING BASIN
BASIN
TURNING
FIG IS.
PORT WENTWORTH TURNING BASIN
WEYERHAEUSER
PAK TANK INC.
NATIONAL GYPSUM COMPANY
GYPSUM
GEORGIA PACIFIC
NATURAL GAS)
CO.(LIQUIFIED
SOUTHERN ENERGY
BASIN
LNG TURNING
BLUE CIRCLE ATLANTIC
CRESCENT TOWING & SALVAGE CO.
SAVANNAH MARINE SERVICES
CHATHAM COUNTY
STATE HWY. NO. 25
VOPAK
INTERNATIONAL PAPER
U .S H
W Y N
O
S T
A -6
+0
AREA 14A
DISPOSAL
BASIN
SEDIMENT
DISPOSAL AREA 2A
ARGYLE-HUTCHINSON ISLAND
(NOT AVAILABLE)
PIEZ. 14A-2
13A
AREA
DISPOSAL
ODMDS
GC101
G E
N E
R A
L L
O C
A T
IO
N P
L
V A
N N
A H H
A R
B O
R
STATION 0+000 TO STATION 70+000
PROJECT LOCATION
2. LOCATION MAP NOT TO SCALE
T
A -9
+6
NOT TO SCALE
SCHILLI (NEWPORT TERMINALS)
(PLANT KRAFT - DISMANTLED)
SAVANNAH ELECTRIC POWER CO.
IMPERIAL SUGAR
METRO PORTS/SOUTHEAST MARITIME
GEORGIA KAOLIN INTERNATIONAL
EPIC MIDSTREAM ASPHALT REFINERY
CORP.(SAVANNAH BULK)
WOOD CHIP EXPORTING
EPIC MIDSTRAM #1
PHLLIPS 66
EPIC MIDSTREAM #2
TERMINAL CO.
LIBERTY
SEAONOUS
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
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SHEET ID
F
IL
E N
A M
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
S O
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N N
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D B
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M A
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S
IZ
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S U
B M
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D B
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D A
T E
C O
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C T N
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®of Engineers
US Army Corps
C A
T E
G O
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O p g c .d g n
S A
V A
N N
A H D
IS
T R
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U .S
A R
M Y C
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P S O
F E
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IN
E E
R S
W
E S
T O
G L E
T H
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P E A
V E
N U
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S A
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N N
A H
G E
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G
IA
D E
S C
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IP
T
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C W
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S A
V A
N N
A H H
A R
B O
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G E
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N D S
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T H C
A R
O L
IN
A
S A
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A H H
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X P
A N
S
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N P
R O J E
C T
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E R H
A R
B O
R D
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D G
IN
G S
T A
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F Y
J L
A V
E C
C H
IA
J L
A V
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C H
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L P
R A
T T
W
H N
B
ISSUE FOR CONSTRUCTION
M A
R C
H k6enxjlh
25-MAR-2019 11:24
IP_PWP:dms20447\zwpgc101.dgn
-54.5'
-54.4'
-54.4'
-54.2'
-53.7'
-54.0'
-53.2'
-53.2'
-53.5'
-52.9' -52.9'
-52.6'
-53.0'
-52.7'
-52.0'
-52.5'
-52.1'
-52.3' -52.1'
-52.0'
-51.5'
-51.8'
-52.0'
-51.7'
-51.3'
-51.2' -51.3'
-51.3'
-51.3'
-51.1'
-51.3' -51.4'-51.3'
-51.4'
-51.0'
-51.1'
-51.2'
-51.0'
-50.7'
-50.8'
-50.9'
-50.7'
-50.8'
-50.6'
-50.7' -50.6'
-50.9'
-50.5'-50.9'
-50.8'
-50.5'-50.6'
-50.2'
-50.2'
-50.0'
-50.5'
-50.4'
-50.5'
-50.3'
-50.4'
-50.1'
-50.2'
-50.2'
-50.3'
-50.2'
-50.2'
-50.4'
-49.9'
-49.5'
-49.7'
-49.9'
-49.5'
-49.7'
-49.5'
-49.8'
-49.8'
-49.8' -49.9'
-49.8'
-49.8'
-49.8'
-49.8'
-49.8'
-49.1'
-49.2'
-49.1'
-49.1'
-49.4'
-49.1'
-49.0'
-49.4'
-49.1'
-49.1'
-49.1'
-49.1'
-49.1'
-49.3'
-49.1'
-49.4'-49.2'
-49.1'
-48.8'
-48.8'
-48.9'
-48.5'
-48.7'
-48.9'
-48.8'
-48.9'
-48.4'
-48.9'
-48.5'
-48.8'
-48.8'
-48.5'
-48.8'
-48.7'
-48.4'
-48.5'
-48.7'
-48.6'
-48.9'
-48.4'
-48.9'
-48.9'
-48.4'
-48.6'
-48.0'
-48.1'
-48.4'
-48.3'
-48.4'
-48.0'
-48.1'
-48.2'
-48.0'
-48.2'
-48.2'
-48.2'
-48.0'
-48.0'
-48.1'
-48.1'
-48.1'
-48.1'
-47.6'
-47.8'
-47.8'
-47.7'
-47.6'
-47.9'
-47.5'
-47.6'
-47.6'
-46.9' -47.3'
-47.1'
-47.3'
-47.0'
-47.3'
-47.2'
-47.0'
-46.9'
-47.4'
-47.4'
-47.0'
-47.2'
-47.2'
-46.4'
-46.8'
-46.4'
-46.6'
-46.4'
-46.8'
-46.9'
-46.6'
-46.7'
-46.7'
-46.6'
-46.6'
-46.4'
-46.8'
(REFERENCE SECTION 352023)
OBSTRUCTION AREA
-46.3'
-46.1'
-46.0'
-46.2'
-45.9'
-46.1'
-46.2'
-45.9'
-45.8'
-45.8'
-45.9'
-45.7'
-45.7'
-45.4'
-45.2'
-45.3'
-45.0'
-45.3'
-45.3'
-44.9'
-45.3'
-45.0'
-45.3'
-45.2'
-45.0'
-45.3'
-45.3'
-45.3'
-44.9'
-45.1'
-45.3'
-45.1'
-44.8'
-44.6'-44.5'
-44.4'
-44.3' -44.8'
-44.5'
-44.7'
-44.4'
-44.5'
-44.6'
-44.8' -44.3'
-44.4'
-44.4'
-44.7'
-44.6'
-44.5'
-44.8'
-44.2'
-43.9'
-43.8'
-44.0'
-44.2'
-43.9'
-44.2' -44.3'
-43.9'
-44.2'
-44.1'
-43.8'
-44.0'
-43.9'
-43.8'
-44.3'
-43.8'
-43.6'
-43.6'
-43.6'
-43.6'
-43.7'
-43.5'
-43.5'
-43.6'
-43.5'
-43.5'
-43.5'
-43.8'
-42.8'
-43.2'
-43.0'
-42.9'
-42.9'
-43.0'
-43.3' -43.1'
-43.0'
-43.1'
-42.9'
-42.3'
-42.5'
-42.8'
-42.4'
-42.4'
-42.5'
-42.5'
-42.7'
-42.3'
-42.3'
-42.0'
-42.2'
-42.2'
-42.0'
-42.0'
-41.9'
-41.9'
-42.1'
-42.0'
-42.2'
-42.1'
-42.2'
-41.9'
-41.9'
-42.2'
-41.4'
-41.3'
-41.5'
-41.3'
-41.7'
-41.4'
-41.4'
-41.4'
-41.6'
-41.4'
-41.3'
-41.4'
-41.4'
-41.6'
-41.6'
-41.0'
-41.0'
-40.9'
-41.0'
-40.9'
-41.2'
-41.2'
-40.8'
-41.0'
-40.8'
-40.9'
-40.8'
-41.0'
-40.9'
-41.1'
-41.2'
-40.9'
-40.5'
-40.3'
-40.4'
-40.4'
-40.3'
-40.3'
-40.4'
-40.5'
-40.6'
-40.6'
-39.9'
-40.1'
-39.9'
-40.0'
-40.2'
-40.2'
-40.0'
-40.0'
-40.0'
-39.8'
-40.0'
-39.4'
-39.6'
-39.3'
-39.4'
-39.6'
-39.4'
-39.3'
-39.7'
-39.6'
-39.4'
-39.4'-39.5'
-38.8'
-38.9'
-39.1' -39.0'
-38.9'
-38.2'
-38.3'
-38.5'
-38.5'
-38.6'
-38.2'
-38.4'
-38.5'
-38.0'
-38.1'
-38.1'
-37.9'
-37.8'-38.0'
-37.7'
-37.5'
-37.2'
-37.6'
-37.2' -37.4'
-37.4'
-37.0'
-37.1'
-36.9'
-37.1'
-36.9'
-37.0'
-36.7'
-36.2'
-36.4'
-36.4'
-35.8'
-35.3'
-35.4'
-35.3'
-34.8'
-34.7'
-34.9'
-34.6'
-34.3' -34.4'-34.4'
-34.3'
-34.4'
-33.6'
-34.0'
-33.1'
-33.4'
-33.5'-33.5'
-33.2'
-33.4'
-33.4'
-32.2'
-32.1'
-32.1'
-31.8'
-32.0'
-31.6'
-31.4'
-31.2'
-31.4'
-31.3'
-31.0'
-31.0' -30.9'
-30.5'
-30.3'
-30.4'
-30.3'
-30.4'
-30.2'
-30.4'
-30.3'
-29.7'
-29.4'
-29.1'
-28.5'
-28.9'
-28.4'
-28.2'
-27.8'
-26.9'
-27.2'
-26.9'
-26.2' -25.7'
-25.9'
-25.5'
-25.8'
-25.4'
-25.1'-25.2'
-25.4'
-24.7'
-24.8'
-24.8'
-24.4'
-24.9'
-24.5'
-24.7'
-24.1'
-24.3'
-24.2'
-23.9'
-23.5'
-23.8'
-23.1'
-23.3'
-22.7'
-22.0'
-22.0'
-21.0'
-20.3'
-19.8'
-19.5'
-19.0'
-19.2'
-18.0'
-17.6'
-17.7'
-16.9' -16.9'
-16.4'
-15.7' -16.1'
-15.5'
-15.2'
-14.7' -14.3'
-14.4' -14.0'
-12.7'
-11.6'
-10.6'
-10.6'
-10.5'
-9.9'
-9.6'
-8.6'-8.0'
-8.0' -7.7'
-7.1'
-7.5'
-6.9' -6.6'
-6.8'
-6.8'
-2.9'
-1.9'
Y-757000
ISLAND
HUTCHINSON
900'X1000'X34' DEEP
FIG ISLAND TURNING BASIN
RANGE 26
RANGE
RANGE
FLOOD
EBB
BACK RIVER
FLOOD
EBB
WOOD CHIP EXPORTING FACILITY
EAST COAST TERMINAL CO.
INDUSTRIAL SITES
SEABOARD SYSTEMS RAILROAD
BERTH 6
BERTH 5
BERTH 4
BERTH 4
ROCK JETTY
EAST COAST CONTAINER AREA
X
Y-759000
Y-760000
X
X
X
X
X
AND SALVAGE COMPANY
CRESCENT/MORAN TOWING
W R
E C
K S C
H A
N N
E L
E X
A M
IN
A T
IO
N S
U R
V
Y
M
T C
H L
IN
A
+0
M A
T C
H L
A
+2
GEORGIA POWER COMPANY TRANSMISSION LINE
250' Station on CL
1000' Station on CL
LEGEND
Beacon or Range Marker
Buoy
Design Channel Toe
Existing Channel Toe
FIG ISLAND
E D
G
IN
G
S T
A R
T T
E
A
+0
VH101
Y-758000
A N
S I
D
C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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SHEET ID
F
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B
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N N
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B M
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T E
D B
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D A
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C O
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C T N
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®of Engineers
US Army Corps k6enxjlh
25-MAR-2019 11:26
IP_PWP:dms20447\zwpvh101.dgn
C A
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G O
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O p v h .d g n
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U .S
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M Y C
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P S O
F E
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W
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T O
G L E
T H
O R
P E A
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D E
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C W
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A H H
A R
B O
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G E
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A
N D S
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A R
O L
IN
A
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A H H
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B O
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X P
A N
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R O J E
C T
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B O
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D G
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G S
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L P
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W
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ISSUE FOR CONSTRUCTION
M A
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29-G
30-S
32-S
33-G
BN-62
BN-60
BN-58
BN-57
B 8 C
C
B 8 C
C
N
SCALE: 1"=200'
GRAPHIC SCALE
400'0 200'
(SEE SPECIFICATION SECTION 35 20 23)
OBSTRUCTION AREA
Y-757000
ISLAND
HUTCHINSON
900'X1000'X34' DEEP
FIG ISLAND TURNING BASIN
RANGE 26
RANGE
RANGE
FLOOD
EBB
BACK RIVER
FLOOD
EBB
WOOD CHIP EXPORTING FACILITY
EAST COAST TERMINAL CO.
INDUSTRIAL SITES
SEABOARD SYSTEMS RAILROAD
BERTH 6
BERTH 5
BERTH 4
BERTH 4
ROCK JETTY
EAST COAST CONTAINER AREA
X
Y-759000
Y-760000
X
X
X
X
X
AND SALVAGE COMPANY
CRESCENT/MORAN TOWING
W R
E C
K S C
H A
N N
E L
E X
A M
IN
A T
IO
N S
U R
V
Y
T C
H L
A
+0
M A
T C
H L
A
+2
GEORGIA POWER COMPANY TRANSMISSION LINE
4-11 4-26
4-27 exposed cut timbers (actively eroding) and Wing Dam
250' Station on CL
1000' Station on CL
LEGEND
Beacon or Range Marker
Buoy
Boring Location
Design Channel Toe
Existing Channel Toe
4-11 Magnetic Anomaly
FIG ISLAND
E D
G
IN
G
S T
A R
T T
E
A
+0
RC101 - RC103 FOR DETAIL)
(APPROXIMATE LOCATION - SEE SHEETS
CARRIER PIPES IN 28' O.D. STEEL CASING
2 10" SANITARY SEWER LINE LOCATED IN 3
UNDERGROUND 8" EFFLUENT IRRIGATION &
VH101A
A N
S I
D
C H
E C
K E
D B
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D R
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N B
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IS
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U E D
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SHEET ID
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B M
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D B
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D A
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C O
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®of Engineers
US Army Corps k6enxjlh
25-MAR-2019 15:16
IP_PWP:dms20447\zwpvh101a.dgn
C A
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P S O
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T O
G L E
T H
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P E A
V E
N U
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S A
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N N
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G E
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D E
S C
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IP
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C W
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A H H
A R
B O
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G E
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A
N D S
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T H C
A R
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O
F Y
J L
A V
E C
C H
IA
J L
A V
E C
C H
IA
L P
R A
T T
W
H N
B
ISSUE FOR CONSTRUCTION
M A
R C
H
29-G
30-S
32-S
33-G
BN-62
BN-60
BN-58
BN-57
SH-213
SH-214
SH-215
SH-218
SH-219
SH-214
SH-214A
SH-148
SH-100
SH-34
SH-101
SH-102
SH-33
SH-76
B 8 C
C
B 8 C
C
N
SCALE: 1"=200'
-52.3'
-52.2'
-51.9'
-51.8'
-51.5'-51.5'-51.2'
-51.2'
-50.9'
-51.1'
-50.7'
-50.9'
-50.8'
-51.1'
-50.9'
-50.4'
-50.5'
-50.3' -50.2'
-50.4'
-50.5'
-50.5'
-50.5'
-50.5'
-50.2'
-50.1'
-49.8'
-50.1'
-50.0'
-50.1'
-50.2'
-50.0'
-50.1'
-49.8'
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-49.9'
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-49.8'
-50.1'
-50.0'
-49.8' -49.9'
-49.4'
-49.6'
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-49.3'
-49.5'
-49.3'
-49.2'
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-49.5'
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-49.3'
-49.7'
-49.6'
-48.9'
-49.0'
-49.1'
-49.0'
-48.7'
-49.1'
-48.9' -49.1'
-48.9'
-48.8'
-49.0'
-48.8'
-49.2'
-48.9'
-48.8'
-49.1'
-48.7'
-48.9' -48.8'
-49.1'
-49.2'
-48.2'
-48.5'
-48.5'
-48.4'
-48.5'
-48.5'
-48.5'
-48.6'
-48.2'
-48.4'
-48.3'
-48.2'
-48.5'
-48.3'
-48.1'
-47.8'
-48.1' -47.7'
-48.2'
-47.9'
-48.1'
-48.0'
-47.7'
-47.8'
-48.0'
-48.1'
-48.1'
-48.0'
-47.9'
-48.0'
-48.0'
-47.7'
-48.2'
-48.1'
-47.9'
-47.3'
-47.2'
-47.2'
-47.4'
-47.6'
-47.4'
-47.3'
-47.2'
-47.4'
-47.4'
-47.3'
-47.2'
-47.2'
-47.2'
-47.2'
-47.6'
-47.4'
-47.1'
-47.0'
-46.7'
-46.7'
-47.1'
-47.0'
-46.9'
-46.8'
-46.9'
-47.1'
-47.0'
-47.0'
-46.9'
-46.7'
-46.8'
-46.8'
-46.9'
-46.7'
-46.9'
-47.1'
-47.1' -46.5'
-46.1'
-46.5'
-46.6'
-46.2'
-46.3'
-46.2'
-46.3'
-46.6'
-46.3'
-46.1'
-46.5'
-46.3'
-46.4'
-46.3'
-46.4'
-46.5'
-46.5'-46.3'
-45.8'
-46.0'
-46.0'
-46.0'
-46.0'
-45.6'
-45.9'
-45.7'
-45.7'
-45.8'
-45.9'
-46.1'
-45.4'
-45.4'
-45.5'
-45.3'
-45.5'
-45.3'
-45.6'
-45.3'
-45.2'
-45.5'
-45.3'
-44.8'
-44.9'
-44.8'
-45.0'
-45.0'
-44.9'
-44.8'
-44.6'
-44.7'
-45.1'
-44.8'
-44.8'
-44.6'
-44.9'
-44.8'
-44.7'
-44.7'
-44.6'
-45.0'
-45.0'
-45.0'
-44.2'
-44.1'
-44.2'
-44.4'
-44.1' -44.2'
-44.1'
-44.5'
-44.2'
-44.2'
-44.5'
-44.2'
-44.4'
-44.4'
-43.8'
-43.9'
-44.0'
-43.6'
-43.7'
-43.6'
-43.6'
-43.9'
-43.9'
-44.0'
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-43.8'
-43.2'
-43.1'
-43.5'
-43.1'
-43.4'
-43.4'
-43.4'
-43.5'
-43.4'
-43.1'
-43.2'
-43.5'
-43.1'
-42.7'
-42.9'
-42.9'
-43.0'
-42.7'
-42.6'
-42.9'
-42.9'
-42.1'
-42.0'
-42.4'
-42.0'
-42.1'
-42.3'
-42.3' -42.4'
-42.5'
-42.5'
-42.5'
-42.3'
-42.3'
-41.8'
-41.9'
-41.8'
-41.9'
-41.6'
-41.6' -41.6'
-41.9'
-41.8'
-42.0'
-42.0'
-42.0'
-41.8'
-41.9'
-42.0'
-41.9'
-41.2'
-41.4'
-41.3'
-41.1'
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-41.2'
-41.5'
-41.0'
-41.2'
-40.9'
-40.5'
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-40.9'
-40.7' -40.8'
-40.6'
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-40.5'
-40.1'
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-40.0'
-40.1' -40.5'
-40.1'
-40.0'
-40.2'
-40.1'
-39.8'
-39.9'
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-39.6'
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-39.5'
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-39.4'
-38.5'
-38.9' -38.5'
-38.8'
-38.3'
-38.0'
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-38.0'
-37.7'
-37.5'
-37.5'
-37.8'
-37.8'
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-37.1'
-37.1'
-37.3'
-36.9'
-37.3'
-37.3'
-37.3'
-37.0'
-37.1'
-37.0'
-37.4'
-36.7'
-36.4'
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-36.6'
-36.5'
-36.5'
-36.8'
-36.1'
-36.1'
-36.1'
-36.1'
-36.1'
-35.9'
-36.4'
-36.2'
-35.6'
-35.5'
-35.3'
-35.2'
-35.2'
-35.1'
-35.1'
-35.0'
-34.9'
-35.2'
-35.1'
-35.1'
-35.0'
-34.9'
-34.6'
-34.8'
-34.5'
-34.5'
-34.5'
-34.8'
-34.3'
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-33.0'
-32.9'
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-29.7'
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-29.1'
-28.6'
-28.2'
-28.2'
-27.4'
-27.3'
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-27.5'
-27.4'
-26.7'
-27.0'
-26.6'
-26.5'
-26.6'
-26.4'
-25.9'
-25.7' -25.9'
-25.9'
-26.1'
-25.8'
-25.2'
-24.7'
-24.6'
-25.1'
-24.1'
-24.1'
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-24.4'
-23.1'
-23.2'
-22.9'
-22.8'
-22.8'
-21.6'
-21.6'
-21.7'
-22.0'
-21.4' -21.1'
-20.0'
-19.6'
-19.7'
-19.2'
-17.9'
-17.1'
-16.6'
-16.1'
-15.4'
-15.7'
-14.2'
-13.4'
-11.7'
-11.8'
-11.5'
-10.6'
-10.4'
-9.9'
-10.1'
-8.9'
-8.5'
-7.9'
-7.5'
-7.1'
-6.8'
-6.7'
BACK RIVER
FIG ISLAND
RANGE
24 RANGE
FLOOD
EBB
RANGE
TRANSMISSION LINE
C L E
A R
A N
C E
M .H .W
JETTY
SUBMERGED
ROCK
CHATHAM-VALIANT STEEL
(SEDIMENT BASIN)
AREA
WRECK
UNOCAL
X
X
X
X
Y-758000
Y-759000
Y-760000
STANDARD CONCRETE PRODUCTS
ST. SERVICES DOCK
ROCK JETTY
GEORGIA PACIFIC GYPSUM
VH102
X
A M
IN
A T
IO
N S
U R
V E
Y
W R
E C
K S C
H A
N N
E L
TRAI
NI
NG
W
AL
GEORGIA POWER CO.
Design Channel Toe
Existing Channel Toe
1000' Station on CL
250' Station on CL
Beacon or Range Marker
Buoy
LEGEND
NOTES
X
X
Y-757000
IN THIS AREA.
01 35 29.53 37 OF THE SPECS FOR DREDGING OPERATIONS
SECTION 35 20 23 (OBSTACLES AND ANOMALIES) AND SECTION
THIS AREA UNTIL APPROVED BY THE GOVERNMENT. REFER TO
MATERIAL. NO CUTTERHEAD DREDGING WILL BE ALLOWED IN
METHODS APPROVED BY THE GOVERNMENT FOR MAINTENANCE
WILL BE LIMITED TO CLAMSHELLS OR OTHER MECHANICAL
DREDGING METHODS BETWEEN STATIONS 57+000 TO 60+000
CIVIL WAR ERA UNEXPLODED ORDNANCE MAY BE ENCOUNTERED.
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
25-MAR-2019 11:27
IP_PWP:dms20447\zwpvh102.dgn
C A
T E
G O
R Y C
O p v h .d g n
S A
V A
N N
A H 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
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G E
O R
G
IA
D E
S C
R
IP
T
IO
N
C W
K
S A
V A
N N
A H H
A R
B O
R
G E
O R
G
IA
A
N D S
O U
T H C
A R
O L
IN
A
S A
V A
N N
A H H
A R
B O
R E
X P
A N
S
IO
N P
R O J E
C T
IN
N
E R H
A R
B O
R D
R E
D G
IN
G S
T A
T
O
F Y
J L
A V
E C
C H
IA
J L
A V
E C
C H
IA
L P
R A
T T
W
H N
B
ISSUE FOR CONSTRUCTION
M A
R C
H
27-G
28-S
29-G
KOTE
MOORING BUOY
BN-56
R \ 54\ FL R
R \ 52A\ QK FL R
C2
C2
C3
C4
C3
C4
N
SCALE: 1"=200'
BACK RIVER
FIG ISLAND
RANGE
24 RANGE
FLOOD
EBB
RANGE
'.0
TRANSMISSION LINE
C L E
A R
A N
C E
M .H .W
JETTY
SUBMERGED
ROCK
CHATHAM-VALIANT STEEL
(SEDIMENT BASIN)
AREA
WRECK
UNOCAL
X
X
X
X
Y-758000
Y-759000
Y-760000
STANDARD CONCRETE PRODUCTS
ST. SERVICES DOCK
ROCK JETTY
GEORGIA PACIFIC GYPSUM
W
E C
K S C
H A
N N
E L
TRAI
NI
NG
W
AL
T C
H L
A
+2
M A
T C
H L
A
+2
M A T
C H
L
A
+3
GEORGIA POWER CO.
M14
(Eclipse lower hull)
Boring Location
Design Channel Toe
Existing Channel Toe
1000' Station on CL
250' Station on CL
Beacon or Range Marker
Buoy
LEGEND
NOTES
X
X
Y-757000
O B
S T
R U
C T
IO
N S
D
IM
E N
S
IO
N S A
N D B
O R
IN
G S
VH102A
THIS AREA.
01 35 29.53 37 OF THE SPECS FOR DREDGING OPERATIONS IN
SECTION 35 20 23 (OBSTACLES AND ANOMALIES) AND SECTION
THIS AREA UNTIL APPROVED BY THE GOVERNMENT. REFER TO
MATERIAL. NO CUTTERHEAD DREDGING WILL BE ALLOWED IN
METHODS APPROVED BY THE GOVERNMENT FOR MAINTENANCE
WILL BE LIMITED TO CLAMSHELLS OR OTHER MECHANICAL
DREDGING METHODS BETWEEN STATIONS 57+000 TO 60+000
CIVIL WAR ERA UNEXPLODED ORDNANCE MAY BE ENCOUNTERED.
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
25-MAR-2019 11:28
IP_PWP:dms20447\zwpvh102a.dgn
C A
T E
G O
R Y C
O p v h a .d g n
S A
V A
N N
A H 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
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H
G E
O R
G
IA
D E
S C
R
IP
T
IO
N
C W
K
S A
V A
N N
A H H
A R
B O
R
G E
O R
G
IA
A
N D S
O U
T H C
A R
O L
IN
A
S A
V A
N N
A H H
A R
B O
R E
X P
A N
S
IO
N P
R O J E
C T
IN
N
E R H
A R
B O
R D
R E
D G
IN
G S
T A
T
O
F Y
J L
A V
E C
C H
IA
J L
A V
E C
C H
IA
L P
R A
T T
W
H N
B
ISSUE FOR CONSTRUCTION
M A
R C
H
27-G
28-S
29-G
KOTE
SH-219
SH-220
SH-221
SH-222
SH-223
SH-224
SH-225
SH-226
SH-227
SH-40
SH-39
SH-37 SH-36
MOORING BUOY
BN-56
R \ 54\ FL R
R \ 52A\ QK FL R
C2
C2
C3
C4
C3
C4
N
SCALE: 1"=200'
| G-001 COVER SHEET |
| GI001 INDEX OF DRAWINGS |
| GI002 GENERAL NOTES AND LEGEND |
| GC101 GENERAL LOCATION PLAN-SAVANNAH HARBOR |
| VH101 WRECKS CHANNEL EXAMINATION SURVEY |
| VH101A WRECKS CHANNEL OBSTRUCTIONS, DIMENSIONS AND BORINGS |
| VH102 WRECKS CHANNEL EXAMINATION SURVEY |
| VH102A WRECKS CHANNEL OBSTRUCTIONS, DIMENSIONS AND BORINGS |
File details come from the government source that posted it.