W912HN19B5001_P1a.pdf

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®of Engineers

US Army Corps k6enxjlh

13-MAY-2019 11:35

IP_PWP:dms24191\zxagi001idx.dgn

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ISSUE FOR CONSTRUCTION

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G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 GENERAL NOTES AND LEGEND

GC101 GENERAL LOCATION PLAN SAVANNAH HARBOR

GC601 DESIGN CHANNEL GEOMETRY

VH101 WHITEHALL-KINGS ISLAND EXAMINATION SURVEY STA. 101+500 TO STA. 103+000

VH101A WHITEHALL-KINGS ISLAND OBSTRUCTIONS /DIMENSIONS STA. 101+500 TO STA. 103+000

VH102 KINGS ISLAND EXAMINATION SURVEY STA. 97+500 TO STA. 101+500

VH102A KINGS ISLAND OBSTRUCTIONS / DIMENSIONS STA. 97+500 TO STA. 101+500

VH103 WHITEHALL EXAMINATION SURVEY STA. 94+000 TO STA. 97+500

VH103A WHITEHALL OBSTRUCTIONS / DIMENSIONS STA. 94+000 TO STA. 97+500

VH104 MARSH ISLAND EXAMINATION SURVEY STA. 89+500 TO STA. 94+000

VH104A MARSH ISLAND OBSTRUCTIONS / DIMENSIONS STA. 89+500 TO STA. 94+000

VH105 MARSH ISLAND EXAMINATION SURVEY STA. 85+250 TO 89+500

VH105A MARSH ISLAND OBSTRUCTIONS / DIMENSIONS STA. 85+250 TO 89+500

VH106 MARSH ISLAND EXAMINATION SURVEY STA. 80+500 TO STA. 85+250

VH106A MARSH ISLAND OBSTRUCTIONS / DIMENSIONS STA. 80+500 TO STA. 85+250

VH107 MARSH ISLAND EXAMINATION SURVEY STA. 76+000 TO 80+500

VH107A MARSH ISLAND OBSTRUCTIONS / DIMENSIONS STA. 76+000 TO 80+500

VH108 CITY FRONT EXAMINATION SURVEY STA. 71+072 TO 76+000

VH108A CITY FRONT OBSTRUCTIONS / DIMENSIONS STA. 71+072 TO 76+000

VH109 WRECKS CHANNEL EXAMINATION SURVEY STA. 70+000 TO STA. 70+072

VH109A WRECKS CHANNEL OBSTRUCTIONS / DIMENSIONS STA. 70+000 TO STA. 70+072

B-101 BORING LOCATION PLAN SAVANNAH HARBOR

B-102 BORING LOCATION PLAN SAVANNAH HARBOR

B-103 BORING LOCATION COORDINATES SAVANNAH HARBOR

B-301 SOIL CLASSIFICATION CHARTS, LEGEND AND NOTES

B-302 HISTORICAL SOIL TEST BORING LOGS CS-6A

B-303 HISTORICAL SOIL TEST BORING LOGS SB-2A

B-304 HISTORICAL SOIL TEST BORING LOGS SH-12

B-305 HISTORICAL SOIL TEST BORING LOGS SH-14

B-306 HISTORICAL SOIL TEST BORING LOGS SH-17

B-307 HISTORICAL SOIL TEST BORING LOGS SH-18

B-308 HISTORICAL SOIL TEST BORING LOGS SH-20

B-309 HISTORICAL SOIL TEST BORING LOGS SH-22

B-310 HISTORICAL SOIL TEST BORING LOGS SH-23

B-311 HISTORICAL SOIL TEST BORING LOGS SH-24

B-312 HISTORICAL SOIL TEST BORING LOGS SH-25

B-313 HISTORICAL SOIL TEST BORING LOGS SH-26

B-314 HISTORICAL SOIL TEST BORING LOGS SH-27

B-315 HISTORICAL SOIL TEST BORING LOGS SH-28

B-316 HISTORICAL SOIL TEST BORING LOGS SH-29

B-317 HISTORICAL SOIL TEST BORING LOGS SH-30

B-318 HISTORICAL SOIL TEST BORING LOGS SH-31

B-319 HISTORICAL SOIL TEST BORING LOGS SH-32

B-320 HISTORICAL SOIL TEST BORING LOGS SH-33

B-321 HISTORICAL SOIL TEST BORING LOGS SH-34

B-322 HISTORICAL SOIL TEST BORING LOGS SH-67

B-323A HISTORICAL SOIL TEST BORING LOGS SH-68 - SHEETS 1-3

B-323B HISTORICAL SOIL TEST BORING LOGS SH-68, SHEETS 4-6

B-324 HISTORICAL SOIL TEST BORING LOGS SH-69, SH-70

B-325 HISTORICAL SOIL TEST BORING LOGS SH-71, SH-72

B-326 HISTORICAL SOIL TEST BORING LOGS SH-72A, SH-73

B-327 HISTORICAL SOIL TEST BORING LOGS SH-74, SH-75

B-328 HISTORICAL SOIL TEST BORING LOGS SH-82, SH-83

B-329 HISTORICAL SOIL TEST BORING LOGS SH-84

B-330 HISTORICAL SOIL TEST BORING LOGS SH-85, SH-86

B-331 HISTORICAL SOIL TEST BORING LOGS SH-87

B-332 HISTORICAL SOIL TEST BORING LOGS SH-88, SH-89

B-333 HISTORICAL SOIL TEST BORING LOGS SH-90, SH-91

B-334 HISTORICAL SOIL TEST BORING LOGS SH-92, SH-93

B-335 HISTORICAL SOIL TEST BORING LOGS SH-94, SH-95

B-336 HISTORICAL SOIL TEST BORING LOGS SH-97, SH-97A

B-337 HISTORICAL SOIL TEST BORING LOGS SH-98, SH-99

B-338 HISTORICAL SOIL TEST BORING LOGS SH-99A, SH-100

B-339 HISTORICAL SOIL TEST BORING LOGS SH-101

B-340 HISTORICAL SOIL TEST BORING LOGS SH-102

B-341 HISTORICAL SOIL TEST BORING LOGS SH-103

B-342 HISTORICAL SOIL TEST BORING LOGS SH-104

B-343 HISTORICAL SOIL TEST BORING LOGS SH-105

B-344 HISTORICAL SOIL TEST BORING LOGS SH-106, SH-107

B-345 HISTORICAL SOIL TEST BORING LOGS SH-108, SH-109

B-346 HISTORICAL SOIL TEST BORING LOGS SH-110, SH-111, SH-112

B-347 HISTORICAL SOIL TEST BORING LOGS SH-113, SH-114, SH-115

B-348 HISTORICAL SOIL TEST BORING LOGS SH-116, SH-117

B-349 HISTORICAL SOIL TEST BORING LOGS SH-118

B-350 HISTORICAL SOIL TEST BORING LOGS SH-119

B-351 HISTORICAL SOIL TEST BORING LOGS SH-120

B-352 HISTORICAL SOIL TEST BORING LOGS SH-121

B-353 HISTORICAL SOIL TEST BORING LOGS SH-122

B-354 HISTORICAL SOIL TEST BORING LOGS SH-123

B-355 HISTORICAL SOIL TEST BORING LOGS SH-124

B-356 HISTORICAL SOIL TEST BORING LOGS SH-125

B-357 HISTORICAL SOIL TEST BORING LOGS SH-126

B-358 HISTORICAL SOIL TEST BORING LOGS SH-127

B-359 HISTORICAL SOIL TEST BORING LOGS SH-128

B-360 HISTORICAL SOIL TEST BORING LOGS SH-129

B-361 HISTORICAL SOIL TEST BORING LOGS SH-130

B-362 HISTORICAL SOIL TEST BORING LOGS SH-131

B-363 HISTORICAL SOIL TEST BORING LOGS SH-132

B-364 HISTORICAL SOIL TEST BORING LOGS SH-133

B-365 HISTORICAL SOIL TEST BORING LOGS SH-134

B-366 HISTORICAL SOIL TEST BORING LOGS SH-135

B-367 HISTORICAL SOIL TEST BORING LOGS SH-136

B-368 HISTORICAL SOIL TEST BORING LOGS SH-137

B-369 HISTORICAL SOIL TEST BORING LOGS SH-138

B-370 HISTORICAL SOIL TEST BORING LOGS SH-139

B-371 HISTORICAL SOIL TEST BORING LOGS SH-141

B-372 HISTORICAL SOIL TEST BORING LOGS SH-142

B-373 HISTORICAL SOIL TEST BORING LOGS SH-143

B-374 HISTORICAL SOIL TEST BORING LOGS SH-144, SH-145

B-375 HISTORICAL SOIL TEST BORING LOGS SH-146

B-376 HISTORICAL SOIL TEST BORING LOGS SH-147

B-377 HISTORICAL SOIL TEST BORING LOGS SH-148

B-378 HISTORICAL SOIL TEST BORING LOGS SH-149

B-379 HISTORICAL SOIL TEST BORING LOGS SH-150

B-380 HISTORICAL SOIL TEST BORING LOGS SH-151

B-381 HISTORICAL SOIL TEST BORING LOGS SH-154, SH-155

B-382 HISTORICAL SOIL TEST BORING LOGS SH-156, SH-157, SH-158

B-383 HISTORICAL SOIL TEST BORING LOGS SH-159, SH-160, SH-161

B-384 HISTORICAL SOIL TEST BORING LOGS SH-162, SH-163, SH-164

B-385 HISTORICAL SOIL TEST BORING LOGS SH-165, SH-166, SH-167

B-386 HISTORICAL SOIL TEST BORING LOGS SH-168, SH-168A, SH-169

B-387 HISTORICAL SOIL TEST BORING LOGS SH-170, SH-171, SH-172

B-388 HISTORICAL SOIL TEST BORING LOGS SH-173, SH-174, SH-175

B-389 HISTORICAL SOIL TEST BORING LOGS SH-176, SH-177, SH-178

B-390 HISTORICAL SOIL TEST BORING LOGS SH-179, SH-180, SH-181

B-391 HISTORICAL SOIL TEST BORING LOGS SH-182, SH-183, SH-184

B-392 HISTORICAL SOIL TEST BORING LOGS SH-185, SH-186, SH-187

B-393 HISTORICAL SOIL TEST BORING LOGS SH-188, SH-189, SH-190

B-394 HISTORICAL SOIL TEST BORING LOGS SH-191, SH-192, SH-195

B-395 HISTORICAL SOIL TEST BORING LOGS SH-197, SH-198, SH-199

B-396 HISTORICAL SOIL TEST BORING LOGS SH-200, SH-201, SH-203

B-397 HISTORICAL SOIL TEST BORING LOGS SH-204, SH-205, SH-206

B-398 HISTORICAL SOIL TEST BORING LOGS SH-208, SH-209, SH-213

B-399 HISTORICAL SOIL TEST BORING LOGS SH-214, SH-214A, SH-215

B-3100 HISTORICAL SOIL TEST BORING LOGS SH-218, SH-219, SH-220

B-3101 HISTORICAL SOIL TEST BORING LOGS SH-221, SH-222, SH-223

B-3102 HISTORICAL SOIL TEST BORING LOGS SH-224, SH-225, SH-226

B-3103 HISTORICAL SOIL TEST BORING LOGS SH-227, SH-228, SH-229

B-3104 HISTORICAL SOIL TEST BORING LOGS SH-230, SH-231, SH-233

B-3105 HISTORICAL SOIL TEST BORING LOGS SH-404

B-3106 HISTORICAL SOIL TEST BORING LOGS SH-405

B-3107 HISTORICAL SOIL TEST BORING LOGS SH-406

B-3108 HISTORICAL SOIL TEST BORING LOGS SH-407

B-3109 HISTORICAL SOIL TEST BORING LOGS SH-408

B-3110 HISTORICAL SOIL TEST BORING LOGS SH-411

B-3111 HISTORICAL SOIL TEST BORING LOGS SH-412, SH-413

B-3112 HISTORICAL SOIL TEST BORING LOGS SH-415, SH-416

B-3113 HISTORICAL SOIL TEST BORING LOGS SH-417, SH-418

B-3114 HISTORICAL SOIL TEST BORING LOGS SHE-2, SHE-5(1)

B-3115 HISTORICAL SOIL TEST BORING LOGS SHE-5(2-4)

B-3116 HISTORICAL SOIL TEST BORING LOGS SHE-15(1-3)

B-3117 HISTORICAL SOIL TEST BORING LOGS SHE-15(4-5)

B-3118 HISTORICAL SOIL TEST BORING LOGS SP-1, V-63

B-3119 HISTORICAL SOIL TEST BORING LOGS V-64, V-65, V-66B

B-3120 HISTORICAL SOIL TEST BORING LOGS V-67, V-68, V-69A

B-3121 CPT SOIL CLASSIFICATION CHART AND NOTES

B-3122 CPT SOUNDING LOGS

B-3123 CPT SOUINDING LOGS

CB101 DA - 13A DISPOSAL AREA

CB101A DA - 12A DISPOSAL AREA

CE001 ES&PC PLAN COVER SHEET AND INDEX OF DRAWINGS

CE002 ES&PC PLAN NOTES AND LEGEND

CE003 RECORD KEEPING REQUIREMENTS

CE004 SAMPLING REQUIREMENTS

CE005 SPILL PREVENTION AND WASTE CONTROL PLAN

CE100 OVERALL EROSION CONTROL AND KEY PLAN

CE101 INITIAL EROSION CONTROL PLAN "A"

CE102 INITIAL EROSION CONTROL PLAN "B"

CE103 INITIAL EROSION CONTROL PLAN "C"

CE104 INITIAL EROSION CONTROL PLAN "D"

CE105 INITIAL EROSION CONTROL PLAN "E"

CE106 FINAL EROSION CONTROL PLAN "A"

CE107 FINAL EROSION CONTROL PLAN "B"

CE108 FINAL EROSION CONTROL PLAN "C"

CE109 FINAL EROSION CONTROL PLAN "D"

CE110 FINAL EROSION CONTROL PLAN "E"

CE500 VEGETATIVE PLAN

CE501 ES&PC PLAN DETAILS

CH101 WHITEHALL-KINGS ISLAND REVETMENT PLAN STA. 101+500 TO STA. 103+000

CH102 KINGS ISLAND REVETMENT PLAN STA.97+500 TO STA. 101+500

CH103 SHORELINE PROTECTION CROSS SECTION - TYPICAL SECTION

CN301 CHANNEL TYPICAL SECTIONS - SAVANNAH HARBOR (FACING UPSTREAM)

CN302 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 70+000 TO 71+500

CN303 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 70+600 TO 71+100

CN304 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 71+200 TO 71+700

CN305 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 71+800 TO 72+800

CN306 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 72+900 TO 73+900

CN307 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 74+000 TO 75+000

CN308 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 75+100 TO 76+100

CN309 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 76+200 TO 77+200

CN310 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 77+300 TO 78+300

CN311 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 78+400 TO 79+400

CN312 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 79+500 TO 80+500

CN313 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 80+600 TO 81+600

CN314 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 81+700 TO 82+700

CN315 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 82+800 TO 83+800

CN316 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 83+900 TO 84+900

CN317 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 85+000 TO 86+000

CN318 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 86+100 TO 87+100

CN319 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 87+200 TO 88+200

CN320 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 88+300 TO 89+300

CN321 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 89+400 TO 90+400

CN322 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 90+500 TO 91+500

CN323 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 91+600 TO 92+600

CN324 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 92+700 TO 93+700

CN325 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 93+800 TO 94+800

CN326 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 94+900 TO 95+900

CN327 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 96+000 TO 97+000

CN328 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 97+100 TO 97+700

CN329 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 97+800 TO 98+300

CN330A CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 98+400 TO 98+700

CN330B CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 98+400 TO 98+700

CN331A CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 98+800 TO 99+100

CN331B CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 98+800 TO 99+100

CN332A CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 99+200 TO 99+500

CN332B CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 99+200 TO 99+500

CN333A CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 99+600 TO 99+900

CN333B CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 99+600 TO 99+900

CN334A CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 100+000 TO 100+300

CN334B CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 100+000 TO 100+300

CN335 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 100+400 TO 100+700

CN336 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 100+800 TO 101+100

CN337 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 101+200 TO 101+600

CN338 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 101+700 TO 101+900

CN339 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 102+000 TO 102+400

CN340 CHANNEL CROSS SECTIONS (FACING UPSTREAM) STATION 102+500 TO 103+000

RC102 RESOURCE CIVIL UTILITIES TO HUTCHINSON ISLAND

RC103 RESOURCE CIVIL PIPELINE CROSSING - WEST (A-01)

RC104 RESOURCE CIVIL PIPELINE CROSSING - WEST (A-02)

RC105 RESOURCE CIVIL PIPELINE CROSSING - MIDDLE (A-03)

RC106 RESOURCE CIVIL PIPELINE CROSSING - MIDDLE (A-04)

RC107 RESOURCE CIVIL PIPELINE CROSSING - EAST (A-05)

RC108 RESOURCE CIVIL PIPELINE CROSSING - EAST (A-06)

RC109 RESOURCE CIVI PIPELINE CROSSING - EAST (A-07)

RC110 RESOURCE CIVIL WHITEHALL - KINGS ISLAND DEBRIS REMOVAL STA. 101+500 TO STA. 103+000

RC111 RESOURCE CIVIL KINGS ISLAND DERIS REMOVAL STA. 97+500 TO STA. 101+500

RC112 RESOURCE CIVIL WHITEHALL DEBRIS REMOVAL STA. 94+000 TO 97+500

RC113 RESOURCE CIVIL MARSH ISLAND DEBRIS REMOVAL STA. 89+500 TO STA. 94+000

RC114 RESOURCE CIVIL MARSH ISLAND DEBRIS REMOVAL STA. 85+250 TO 89+500

RC114A DMCA 13A LOCATION PLAN

RC115 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

RC116 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

RC117 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

RC118 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

RC119 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

RC120 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

RC121 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR

SHEET ID.

INDEX OF DRAWINGS

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TITLESHEET ID.

TITLETITLE

RC101A

RC101B

RESOURCE CIVIL 42" IP PIPELINE CROSSING

RESOURCE CIVIL 6" & 10" IP PIPELINE CROSSING

RC122A

RC122B

RESOURCE CIVIL - GATE VALVE DETAILS

RESOURCE CIVIL - GATE VALVE DETAILS

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GENERAL NOTES/SURVEY

DMCA NOTES

GI002

BORING LOCATION

1000' STATION ON CL

250' STATION ON CL

BEACON OR RANGE MARKER

BUOY

DESIGN CHANNEL TOE

EXISTING CHANNEL TOE

CONTOUR LINE

LEGEND

MATCHLINE ENDPOINT

101 CHANNEL STATIONING (1000 FT)

D2 MAGNETIC ANOMALY

OBSTRUCTION NOTES

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

THE AREA.

BOTTOM OF THE CHANNEL TO INCLUDE MULTIBEAM OR CROSS SECTION SURVEY OF

A DESCRIPTION OF THE OBSTRUCTION, AND PROFILE ELEVATION RELATIVE TO THE

THE X,Y COORDINATES OF THE OBSTRUCTION (PLOTTED ON A NAVIGATION CHART),

OBSTRUCTIONS THEY SHALL IMMEDIATELY PROVIDE TO THE CONTRACTING OFFICER

CHANNEL OBSTRUCTIONS. IF THE CONTRACTOR ENCOUNTERS CHANNEL

CONTRACTOR SHALL BE AWARE OF THE POTENTIAL TO ENCOUNTER UNKNOWN

4. KNOWN CHANNEL OBSTRUCTIONS ARE MARKED ON THE DRAWINGS. THE

AFTER CONTRACT AWARD.

WILL FURNISH THE CONTRACTOR STATE PLANE COORDINATES OF THESE AREAS

AND MANPOWER REMAIN OUTSIDE THE LIMITS OF THESE AREAS. THE GOVERNMENT

NOT BE DISTURBED. THE CONTRACTOR SHALL ENSURE THAT VESSELS, EQUIPMENT,

3. AREAS IDENTIFIED ON THE DRAWINGS AS "RESTRICTED/NO WORK AREA" SHALL

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

WILL BE PERFORMED CONCURRENTLY WITH THE SHEP PROJECT.

THE 12A/13A CROSS DIKE WILL BE RAISED IN A SEPARATE CONTRACT WHICH 5.

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

NO. 200 SIEVE).

SAND (RETAINED ON THE NO. 200 SIEVE) AND 50% +/- 5% FINES (PASSING THE

FINES (SILT AND CLAY) IN THE PROPORTION OF APPROXIMATELY 50% +/- 5%

MATERIAL ADDED BY THE CONTRACTOR SHALL CONSIST OF A MIXTURE OF SAND AND

THE ACCESS ROAD TO FACILITATE DRAINAGE ALONG THE ROADWAY. TOPPING

THE CONTRACTOR, A MOTOR GRADER WILL BE REQUIRED TO MAINTAIN A CROWN ON

TO THE BEGINNING OF CONSTRUCTION. IF ROAD DAMAGE CAN BE ATTRIBUTED TO

OR BETTER CONDITION UPON COMPLETION OF THE CONTRACT AS THEY WERE PRIOR

ACCESS ROADS UTILIZED AT THE DMCAS AND SHALL LEAVE ROADS IN AN EQUAL

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

SIDE OF THE CHANNEL MAY BE SHARED WITH ANOTHER CONTRACTOR DURING THE

2. THE RAMP AND STAGING AREA ADJACENT TO THE 12A DMCA ON THE NORTH

CO SHALL BE BINDING ON ALL PARTIES CONCERNED.

DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE

ATTENTION OF THE CONTRACTING OFFICER (CO), WHO WILL THEN MAKE A

DISAGREEMENTS THAT ARISE FROM AREA USE SHALL BE BROUGHT TO THE

NEEDED TO ENSURE THE ORDERLY PROGRESS OF EACH. ANY DISPUTES OR

THE CONTRACTOR SHALL COORDINATE WORK WITH THE OTHER CONTRACTORS AS

PERFORMING WORK IN THE 2A TO 14B DMCAS THROUGHOUT THE PROJECT TIMELINE.

1. THE CONTRACTOR IS TO BE AWARE THAT OTHER CONTRACTORS WILL BE

UPLAND ELEVATIONS).

8. SURVEY DATED 1-11 SEP 2015, 19 JULY 2016 (KITB), AUG 2017(KITB

7. AERIAL PHOTOGRAPHS MADE 2016-2017.

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. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

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T

I

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S O U T H C A R O L I N A

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S .C .L

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H U T C

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SAVANNAH BAR PILOT STATION

U.S. COAST GUARD STATION-TYBEE ISLAND

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EBB

ISLAND

DAUFUSKIE

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DISPOSAL AREA 14

B A

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ATLANTIC COASTAL HWY.

ISLAND

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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

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I

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BASIN

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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

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ALA.

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SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

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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

NATIONAL GYPSUM COMPANY

GYPSUM

GEORGIA PACIFIC

NATURAL GAS)

CO.(LIQUIFIED

SOUTHERN ENERGY

BASIN

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BLUE CIRCLE ATLANTIC

CRESCENT TOWING & SALVAGE CO.

CHATHAM COUNTY

STATE HWY. NO. 25

VOPAK

INTERNATIONAL PAPER

U .S H

W Y N

O

S T

A -6

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AREA 14A

DISPOSAL

BASIN

SEDIMENT

DISPOSAL AREA 2A

ARGYLE-HUTCHINSON ISLAND

(NOT AVAILABLE)

PIEZ. 14A-2

13A

AREA

DISPOSAL

ODMDS

GC101

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V A

N N

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VH101

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A -9

+6

STATION 70+000 TO STATION 103+000

PROJECT LOCATION

SCHILLI (NEWPORT TERMINAL)

(PLANT KRAFT - DISMANTLED)

SAVANNAH ELECTRIC POWER CO.

IMPERIAL SUGAR

METRO PORTS/SOUTHEAST MARITIME

GEORGIA KAOLIN INTERNATIONAL

EPIC MIDSTREAM ASPHALT REFINERY

TERMINAL CO.

LIBERTY

BIBLIA SERVICES

PHILLIPS 66

EPIC MIDSTREAM #2

SEAONUS

CORP.(SAVANNAH BULK)

WOOD CHIP EXPORTING

NOT TO SCALE

LOCATION MAP NOT TO SCALE

EPIC MIDSTREAM #1

(OCEAN TERMINAL)

GEORGIA PORTS AUTHORITY

(OCEAN TERMINAL)

GEORGIA PORTS AUTHORITY

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GRAPHIC SCALE

2400'0 1200'

SCALE: 1"=1200'

GC601

STA 103+000 - UPSTREAM LIMIT OF PROJECT

STA 70+000 - DOWNSTREAM LIMIT OF PROJECT

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