A21 - FY23_RHDC_RTA_Plans.pdf

PDF 23 MB Posted Jul 21, 2022

Attached to: FY23 South Atlantic Division (SAD) Regional Harbor Dredging Contract (RHDC)
Solicitation number: W912PM22B0018
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for a Regional Harbor Dredging Contract to provide maintenance dredging services for five dredging projects in the South Atlantic Division. The U.S. Army Corps of Engineers, Wilmington District seeks a contractor to dredge Brunswick Harbor, Georgia; Savannah Harbor, Georgia; Wilmington Harbor, North Carolina; Morehead City Harbor, North Carolina; and Charleston Harbor, South Carolina. The solicitation will be issued on July 21, 2022 as a firm fixed price contract with a magnitude between $25-50 million. The North American Industry Classification System code is 237990 and the size standard is $30 million. Bidders must register in the System for Award Management to be eligible for award. The work includes dredging various quantities between 150,000-2,335,000 cubic yards for each location to depths between -40 to -58 mean lower low water, and transporting dredged materials to designated ocean dredged material disposal sites, with some environmental periods of performance between December 15 to March 31.

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Other files

File	Type	Posted
B1 - Bid Opening Attendance Sheet.pdf	PDF	Aug 24, 2022
B1 - IFB Abstract RHDC_Signed.pdf	PDF	Aug 24, 2022
A21 - W912PM22B0018 AMD 1_RHDC_Conformed Copy.pdf	PDF	Aug 11, 2022
A21 - W912PM22B0018 AMD 1_RHDC.pdf	PDF	Aug 11, 2022
A21 - FY23_RHDC_RTA_Plans_unlocked.pdf	PDF	Jul 21, 2022
A21 - W912PM22B0018 - RHDC Solicitation.pdf	PDF	Jul 21, 2022
A21 - RTA-SPECS3-FY23RHDC.pdf	PDF	Jul 21, 2022

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C O

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US Army Corps of Engineers ®

Wilmington District

SOUTH ATLANTIC DIVISION REGIONAL HARBOR DREDGING

BRUNSWICK HARBOR, GEORGIA

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SAVANNAH HARBOR, GEORGIA

AMENDMENTS:

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CHARLESTON HARBOR, SOUTH CAROLINA

MOREHEAD CITY HARBOR, NORTH CAROLINA

WILMINGTON HARBOR, NORTH CAROLINA

US Army Corps of Engineers ®

Savannah District

US Army Corps of Engineers ®

Charleston District

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CONTRACT NO.: W912PM22CXXXX

IFB NO.: W912PM22B0018

ISSUE DATE: JULY 2022

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GC101 SAVANNAH HARBOR LOCATION MAP

GC102 BRUNSWICK HARBOR LOCATION MAP

VH101 SAVANNAH ENTRANCE CHANNEL TYBEE KNOLL EXAMINATION

EXAMINATION SURVEY

VH102 SAVANNAH ENTRANCE CHANNEL TYBEE KNOLL EXAMINATION

EXAMINATION SURVEY

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EXAMINATION SURVEY

VH104 SAVANNAH ENTRANCE CHANNEL TYBEE KNOLL EXAMINATION

EXAMINATION SURVEY

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EXAMINATION SURVEY

VH106 SAVANNAH ENTRANCE CHANNEL TYBEE KNOLL EXAMINATION

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VH107 SAVANNAH ENTRANCE CHANNEL TYBEE ROADS EXAMINATION

EXAMINATION SURVEY

VH108 SAVANNAH ENTRANCE CHANNEL TYBEE ROADS EXAMINATION

EXAMINATION SURVEY

VH109 SAVANNAH ENTRANCE CHANNEL TYBEE ROADS EXAMINATION

EXAMINATION SURVEY

VH110 SAVANNAH ENTRANCE CHANNEL TYBEE ROADS EXAMINATION

EXAMINATION SURVEY

VH111 BRUNSWICK ENTRANCE CHANNEL PLANTATION CREEK RANGE

EXAMINATION SURVEY

VH112 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION

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VH117 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION

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VH118 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION

SURVEY

VH119 BRUNSWICK ENTRANCE CHANNEL CEDAR HAMMOCK AND JEKLL

ISLAND RANGE EXAMINATION SURVEY

VH120 BRUNSWICK ENTRANCE CHANNEL BRUNSWICK POINT CUT AND

CEDAR HAMMOCK RANGE EXAMINATION SURVEY

CB101 SAVANNAH HARBOR OFFSHORE DISPOSAL AREA

CB102 BRUNSWICK HARBOR OFFSHORE DISPOSAL AREA

CB103 BRUNSWICK HARBOR - BIN RESTRICTIONS

CN301 SAVANNAH HARBOR - TYPICAL DREDGING SECTIONS

CN302 BRUNSWICK HARBOR AND CEDAR HAMMOCK - TYPICAL DREDGING

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DRAWINGS

C-02 (OPTION) SHOAL 1 STA. 525+00

TO 593+00

C-03 (OPTION) SHOAL 2 STA. 607+00

TO 637+00

C-04 (OPTION) SHOAL 3 STA. 647+00

TO 710+00

C-05 (OPTION) SHOAL 4 STA. 710+00

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C-06 (OPTION) SHOAL 5 STA. 770+00

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C-07 (OPTION) SHOAL 6 STA. 835+00

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C-08 (OPTION) SHOAL 7 STA. 885+00

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C-09 OCEAN DREDGE MATERIAL

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WILMINGTON AND MOREHEAD CITY

HARBORS - VOLUME 3

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AND LOCATION MAP

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CN101-W BALDHEAD SHOAL CHANNEL REACH 3 STA.

88+42.13 - 140+00

CN102-W OCEAN DREDGED MATERIAL DISPOSAL SITE

PLACEMENT ZONE

R-1 BALDHEAD SHOAL CHANNEL REACH 3 STA.

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AS-BUILT CABLE ROUTE (INDEX, NOTES, &

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R-3 AS-BUILT CABLE LOCATION STA. 57+00 TO

STA. 85+58

R-4 INDEX - GENERAL NOTES

R-5 PLAN AND PROFILE STA. 0+00 TO STA. 28+00

R-6 PLAN AND PROFILE STA. 28+00 TO STA.

57+00

R-7 PLAN AND PROFILE STA. 57+00 TO STA.

85+58

GI00-M COVER SHEET (OPTION)

GI01-M INDEX OF DRAWINGS, PROJECT VICINITY,

AND LOCATION MAP (OPTION)

CN100-M RANGE A STA. 110+00 - 195+00 (OPTION)

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LAVECCHIA.JASON.R.1385064400 Digitally signed by LAVECCHIA.JASON.R.1385064400 Date: 2022.06.22 15:19:13 -04'00'

WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2022.06.22 15:33:06 -04'00'

HENDREN.TRACY.LEE.1229932868

2022.06.22 15:43:39 -04'00'

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-48.10

-49.39

-50.55

-50.52

-50.03

-50.99

-51.79

-52.24

-50.24

-48.92

-46.93

-44.80

-42.73

-39.88

-37.12

R \ 24\ FL R 4SEC

\ 21\ FL G 4SEC

OYSTERBED ISLAND TRAINING WALL

COCKSPUR ISLAND TRAINING WALL

TYBEE CUT RANGE

-5+000

-4+000

-3+000

-2+000 -1+0000+000

235'

235' 235'

SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

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C R

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SHEET ID

N N

W . O

N U

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R G

-JU

R Y

C O

D E:

2P M

-2 2-

B-

N R

D R

C O

R G

, S

O U

A, A

N D

N O

N A

C :\U

S\ K6

C M

C \D

O P\

R H

D C

\C W

4\ H

O \D

S\ C

O N

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N \V

D W

G 4:

C M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C W

C . C

D Y

N S

U R

E N

C E

C H

VH101

1052000 1053000 1054000 1055000 1056000 1057000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

AutoCAD SHX Text

FLOOD

AutoCAD SHX Text

EBB

AutoCAD SHX Text A

-39.89

-44.75

-48.16

-48.98 -48.60

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-44.16

-38.80

-36.84 -37.12

-40.80

-44.71

-47.99

-50.22

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-48.56

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-48.97

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-41.77

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-47.24

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-36.99-36.46

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-51.05

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-48.97

-47.25-45.36

-48.21

-50.13

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-51.41

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-52.63

-51.90

-49.74

-47.25 -45.06

-48.31

-49.81

-51.40

-52.47

-51.25

-51.10

-50.79 -50.41

-49.54

-47.79

-44.67 -41.91

-44.74

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-51.69

-50.85

-48.58

-45.63

-43.16-45.80

-47.45 -48.88 -49.67

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-49.91

-50.22

-49.80

-49.06

-45.49

-42.60

-44.96

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-49.65

-50.12

-49.89

-49.53

-49.97

-49.53

-48.92

-47.49

-42.34

-40.24

-38.46

-39.17

-44.20

-47.54

-48.64

-48.91

-49.34

-49.50

-49.93

-49.73

-48.85

-46.35

-42.63 -42.45

-45.53

-48.58

-49.85

-49.80

-49.28

-49.20

-48.39

-47.91

-46.82

-44.62

-40.21

R \ 20\ FL R 4SEC

OYSTERBED ISLAND TRAINING WALL

COCKSPUR ISLAND TRAINING WALL

TYBEE CUT RANGE

-11+000

-10+000

-9+000

-8+000

-7+000

-6+000

235' 235'

SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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D R

B Y:

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SHEET ID

N N

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R G

-JU

R Y

C O

D E:

2P M

-2 2-

B-

N R

D R

C O

R G

, S

O U

A, A

N D

N O

N A

C :\U

S\ K6

C M

C \D

O P\

R H

D C

\C W

4\ H

O \D

S\ C

O N

U C

N \V

D W

G 4:

C M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C W

C . C

D Y

S U

N N

E C

VH102

1058000 1059000 1060000 1061000 1062000 1063000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

AutoCAD SHX Text A

STA:-130+14

N:743441.6228

E:1064954.0997

STA:-127+21

N:743406.2362

E:1064663.5661

STA: -144+53.76

N:744180.4244 E:1066378.0143

STA: -494+42.23

N:744028.4680 E:1068102.7635

STA:-166+26

N:743140.9904

E:1068366.0395

-31.56

-43.17

-47.17

-49.15

-50.69

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-49.58 -49.78

-49.89 -50.23

-49.75

-50.63

-51.09

-50.10 -47.08 -44.49

-39.12 -33.95

-34.99

-40.49

-45.68

-48.66

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-49.61

-49.71

-49.74

-46.98

-39.23 -47.73 -50.17

-49.58 -50.04

-50.08

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-50.15 -50.56

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-46.80 -42.50 -37.05

-38.41

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-50.28

-35.07

-36.84 -37.83 -39.19 -43.51

-50.43 -51.18

-49.40 -49.99 -50.82

-51.02 -50.32

-34.23 -27.21

-41.49

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-41.80

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-42.93

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-46.97

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-49.74

-50.47

-51.08

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-47.58

-44.35

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-49.99

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-51.57

-49.81

-51.12

-50.83

-50.95

-48.77

-44.60

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-48.23

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-50.19

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-40.30-42.54

-49.41

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-50.52

-52.37

-51.15

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-48.57

-44.35

-41.14

-34.65

-29.53 -27.81

-32.81

-38.35

-43.78

-47.12

-49.90

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-51.03

-51.82

-49.95

-49.49

-50.54

-51.72

-50.24

-48.32

-44.78

-40.65

-35.73

-30.34-31.06

-35.94

-41.37

-44.70

-48.15

-50.14

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-50.61

-51.64

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-51.42

-50.34

-42.74

-39.39

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-49.11

-46.12

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-38.43

-33.50 -36.20

-40.72

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-47.49

-49.79

-50.85 -49.73

-49.72

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-49.69 -45.88

-39.38

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-49.49

-51.00

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-47.52

-44.23

-38.98 -37.66

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-38.92-37.66

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-39.58 -38.79

-41.74

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-49.66 -50.18

-50.36

-50.02 -50.35

-50.21

-51.27

-50.20

-41.76

-38.44 -36.56

-38.56

-42.27

-49.87

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-47.42

-40.33

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-34.90

-38.27

-41.52

-47.63

-49.11

-49.83

-50.13

-49.21

-50.00

-49.93

-50.71

-49.71

-39.38

-36.73

-34.95

-35.38

-37.10

-40.56

-49.60

-50.62

-50.36

-49.21

-50.31

-49.90

-49.89

-48.82

-46.71

-41.73

-36.62

-32.96 -32.08

-36.10

-40.91

-45.39

-48.38

-49.28 -49.61

-49.86

-50.24

-48.83

-50.18

-50.80

-49.13

-42.50

-38.51 -38.55

-41.18

-48.69

-50.87

-50.43

-49.33

-50.22

-50.43

-49.58

-48.96

-47.94

-44.32

-39.11 -36.92

-42.07

-46.65

-48.39

-48.89

-49.44

-49.14

-50.52 -51.22

-50.07

-47.61

-41.38

-38.82 -36.40

-38.63

-40.80

-48.58

-49.95

-50.64

-50.70

-49.55

-48.99

-49.14

-47.69

-44.47

-39.20-39.89

-44.75

-48.16

-48.98 -48.60

-49.23

-50.65

-50.21

-49.50

-48.29

-44.16

-38.80

-36.84 -37.12

-40.80

-44.71

-47.99

-50.22

-50.37

-48.56

-49.04

-48.97

-49.71

-41.77

-38.23 \ 17\ FL G 4SEC BELL

R \ 18\ FL R 4SEC

BN-2(S-JETTY)

JONES ISLAND FRONT RANGE 2

N-JETTY

OYSTERBED ISLAND

TRAINING WALL

JONES ISLAND RANGE

TYBEE CUT RANGE

RANGE 2A

JONES ISLAND RANGE

-16+000

-15+000

-14+000 -13+000

-12+000

-11+000

235'

SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

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SHEET ID

N N

W . O

N U

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-JU

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C O

D E:

2P M

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B-

N R

D R

C O

R G

, S

O U

A, A

N D

N O

N A

C :\U

S\ K6

C M

C \D

O P\

R H

D C

\C W

4\ H

O \D

S\ C

O N

U C

N \V

D W

G 4:

C M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C W

C . C

D Y

N S

U R

E N

C E

C H

VH103

1063000 1064000 1065000 1066000 1067000 1068000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

AutoCAD SHX Text B

STA:-204+20

N:741956.3805

E:1071970.7208

STA: -208+31.71

N:742533.9189

E:1072650.5237

-36.48

-39.60

-49.56-48.64-43.40-39.48

-39.33

-49.61-50.25-50.51-50.35 -49.84

-48.37-43.21

-39.54

-45.38

-48.69

-49.75

-50.38

-50.65

-50.52

-49.94

-49.64

-51.05

-53.92

-55.20

-53.22

-45.49 -47.68-49.90-52.23-54.35-55.31-53.35

-50.26 -49.93-50.61-50.66-50.52-50.19-49.26-47.46-42.50-37.38

-36.29

-40.32

-45.01

-47.75

-49.33

-50.13

-50.39

-50.55

-50.23

-50.08

-52.47

-54.40

-55.21

-53.81

-51.74

-48.78

-46.22

-43.77

-37.65-41.70-44.78-47.39-50.29-53.30-54.91-55.52-54.11-51.40-49.56 -50.04

-50.35 -50.12-49.79-48.69-47.12-44.87

-40.56 -36.63

-39.24

-43.40

-46.02

-47.77

-48.88

-49.55

-49.79

-49.89

-49.29

-49.90

-52.69

-54.64

-55.05

-53.53

-52.03

-48.71

-45.83

-42.96

-39.71

-36.63

-35.01-37.34-40.90-43.83-47.57-50.56-51.97 -54.41-55.30-53.62-51.14-48.94

-48.92-49.29-49.14-49.00-48.35-47.14-45.47 -43.73

-39.13-34.82

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\ 15\ FL G 2.5 SEC

\ 13\ FL

R \ 14\ QK FL R

JONES ISLAND RANGE

RANGE 1A

BLOODY POINT RANGE

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PI: -

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SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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US Army Corps of Engineers

U .S

. A R

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C O

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C W

C . C

D Y

S U

N N

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VH104

1069000 1070000 1071000 1072000 1073000 1074000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

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RANGE 1A

BLOODY POINT RANGE

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384'

285'SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

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NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

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-39.45

-45.19

-47.36

-48.85

-49.40

-49.08

-47.73 -46.18

-42.03-36.02-33.08

\ 11\ FL 4SEC BELL

R \ 12\ QK FL R

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-32+000

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285'

SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

U .S

. A R

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D Y

S U

N N

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VH106

1076000 1077000 1078000 1079000 1080000 1081000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

AutoCAD SHX Text C1

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-22.58-25.43-35.87-45.17-49.33-50.57-50.31-50.28-50.06-50.24-50.30-49.46-45.76-37.63-33.23

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-46.84

-38.01

-27.33

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-41.07-48.37-50.04-50.77-50.30-50.15-50.00-49.68-49.98-49.02-48.00-41.43-36.26-33.43

-31.34

-33.48

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-49.16

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-27.16

-29.41

-33.29

\ 9\ FL G 4SEC

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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C . C

D Y

S U

N N

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VH107

1079000 1080000 1081000 1082000 1083000 1084000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

AutoCAD SHX Text D1

AutoCAD SHX Text C1

STA:-382+48

N:728890.3909

E:1083648.6654

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E:1085354.5692

STA:-409+41

N:727829.5056 E:1086145.6957

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-46.28

-36.22

-25.52

-21.68

-23.02-30.02-40.93-47.32-49.45-50.11-50.78 -52.04-50.89

-52.09-56.32-58.72-54.88-50.77-45.04-39.90-36.33

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-16.14-20.01-28.49-37.90-44.06-47.72-49.44-50.35 -50.21-50.66-50.10-49.86-48.59-46.70-43.62-37.77-33.24

-32.54

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-43.08

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-15.68

-15.24 -20.24-29.42-37.01-42.35-46.27-48.54-49.42-49.70-50.12-49.74-49.32-49.03-47.75

-46.45-40.78

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-40.26

-49.33-48.98-48.71-49.01-48.30-46.57-39.89

-32.01

-35.06

-40.02

-46.71

-48.50

\ 7\ FL G 4SEC BELL

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BLOODY POINT RANGE

RANGE 0A

TYBEE RANGE 0

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PI: -

SAVANNAH ENTRANCE CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

U .S

. A R

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VH108

1082000 1083000 1084000 1085000 1086000 1087000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE

NAVIGATION CHANNEL.

2. STATIONS ARE AT 1000' INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR

CLASS 1 HYDROGRAPHIC SURVEYS.

6. SURVEY SHOWN FEBRUARY-MARCH 2022.

7. HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANE EAST (FEET).

8. AERIAL IMAGERY: 2022 MAXAR CNES

Feet 0 200 400

AutoCAD SHX Text D1

-46.19 -40.80

-38.21

-36.92

-38.64

-41.87

-46.88

-49.39

-50.19

-50.44

-50.24

-51.12

-50.47

-29.61 -31.62

-40.21 -47.76

-50.91 -53.03

-50.16

-50.53-50.02

-49.75 -49.32

-47.22 -43.46

-39.06

-38.09

-41.43

-46.45

-49.36

-49.95

-49.86

-49.83

-51.72

-51.73

-52.44

-51.78

-49.48

-43.42

-33.42

-29.46

-28.62 -30.57

-38.67 -46.89

-50.87 -52.17

-52.00

-50.97 -50.02

-49.76-49.69 -49.01

-46.79 -41.73

-38.47

-37.39

-40.32

-45.66

-48.54

-49.81

-50.06

-50.49

-50.65

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-50.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 21, 2022.