SAS_AIWW_SS_Plans_09.pdf

PDF 26 MB Posted Jul 21, 2009

Attached to: Dredging at the Atlantic Intracoastal Waterway Federal contract opportunity
Solicitation number: W912HN-09-B-0021
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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SPECIFICATIONS.pdf	PDF	Jul 21, 2009

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US ARMY CORPS

OF ENGINEERS

WILMINGTON DISTRICT

"This project was designed by the Wilmington District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152."

MAINTENANCE DREDGING

MAINTENANCE DREDGING SELECTED SITES

ATLANTIC INTRACOASTAL WATERWAY

FISCAL YEAR 2009

SOLICITATION NUMBER W912HN-09-B-0021

vjrh001_WayneSign.DGN 7/21/2009 3:32:12 PM

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

SECTION SYMBOLS

MATERIAL INDICATIONS

A4 A8

PLATE NO. SHEET NO. TITLE PLATE NO. SHEET NO. FILE NO. TITLE

A4 A8

SECTION/DETAIL

SYMBOL WHERE SECTION IS TAKEN

TITLE WHERE SECTION IS DRAWN

ELEVATION SYMBOL

ELEVATION

SECTION OR DETAIL

IDENTIFICATION NUMBER

PLATE NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

PLATE NUMBER ON WHICH

SECTION OR DETAIL

CONDITION IS TAKEN

VIEW

SECTION

VIEW

SECTION

IDENTIFICATION LETTER WHERE

ELEVATION IS TAKEN

TITLE WHERE

ELEVATION IS SHOWN

EARTH (ORIGINAL GRADE)

EARTH (COMPACTED FILL)

GRAVEL

CONCRETE

MORTAR - CEMENT - PLASTER - STUCCO

METAL (ELEVATION)

STEEL (CROSS SECTION)

INSULATION (RIGID)

INSULATION (LOOSE OR BATT)

BRICK

WOOD (BLOCKING)

WOOD (FINISH)

CONCRETE MASONRY UNITS (C.M.U., SMALL SCALE - PLAN)

CONCRETE MASONRY UNITS (C.M.U., LARGE SCALE - SECTION)

CONCRETE MASONRY UNITS OR HOLLOW TILE

(SMALL SCALE - SECTION)

Savannah District

A.C.

A.D.

A.H.U.

ALT.

ALUM.

AMP., A.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

BAL.

BD.

BLDG.

BLK.

BM.

BOT.

BRG.

B.T.U.H.

CAB.

CAP.

C/B

C.D.

CEM.

CER.

C.F.M.

CIRC.

C.J.

CK’D

AIR CONDITIONED

AREA DRAIN

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISH THERMO UNIT/HOUR

CABINET

CAPACITY

CIRCUIT BREAKER

CEILING DIFFUSER

CEMENT

CERAMIC

CUBIC FEET/MINUTE

CIRCULATING

CONTROL JOINT

CHECKERED

CKT.

CEIL.

CL.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.T.

C.T.B.

C. TO C.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

E.C.

E.F.

EL.

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

EMPTY CONDUIT

EXHAUST FAN

ELEVATION

ELEC.

EQUIP.

E.W.C.

EXH.

EXP. JT.

EXT.

EXIST.

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV’T

G.P.H.

G.P.M.

GR.

G.W.B.

GYP.

ELECTRIC

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXPANSION JOINT

EXTERIOR

EXISTING

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

GAGE

GALLON

GALVANIZED

GOVERNMENT FURNISHED

EQUIPMENT

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUM WALL BOARD

GYPSUM

HIGH

H.B.

H.C.

HT.

H.M.

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

LB.,#

LG.

L.P.

LTG.

HOSE BIBB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HORSE POWER

HOUR

HEATING

HEATER

HEATING AND VENTILATING

HARDWARE

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

JUNCTION BOX

JUNCTION

JOINT

KILOVOLT AMPERE

KILOWATT

POUND

LONG

LIGHTING PANEL

LIGHTING

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

M.T.

MTD.

MTG.

M.V.

M.G.T.

N.A.

N.I.C.

NO.

O.A.

O.C.

O.D.

OH.

OL.

OPNG.

OPP.

O.S.D.

PART. MOTOR

MAINTENANCE

MAXIMUM

MAIN DISTRIBUTION PANEL

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL THRESHOLD

MOUNTED

MOUNTING

MECHANICAL VENTILATION

MATT GLAZE TILE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

OUTDOOR AIR

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERLOAD

OPENING

OPPOSITE

OPEN SIGHT DRAIN

PAPER

PARTITION

PER.

L, PL.

PLBG.

PLYW’D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

QTR.

QUAN.

R.A.

RAD.

RD.

REC’D.

RECIRC.

RECP.

REG.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

PERIMETER

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH GAGE

POINT

PAINTED

QUARTER

QUANTITY

RISER

RETURN AIR

RADIUS

ROUND

RECESSED

RECIRCULATING

RECEPTACLE

REINFORCING

REQUIRED

RETURN

RETURN GRILLE

ROOM

REVOLUTION/MINUTE

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

TOILET

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TOILET

TYPICAL

V.A.T.

VENT.

VERT.

VTR

WD.

W.D.

W.G.

WP.

WTR.

W.W.F.

VOLT

VINYL ASBESTOS TILE

VENTILATION

VERTICAL

VENT THRU ROOF

WATT

WITH

WOOD

WINDOW DIMENSION

WIDE FLANGE

WATER GAGE

WEATHERPROOF

WATER

WELDED WIRE FABRIC

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ. FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLY AIR

SCHEDULE

SECTION

SERVICE

SHEET

SLIP JOINT

SPECIFICATIONS

SQUARE FEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

S. SUPPLY

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

US Army Corps of Engineers

WC WAINSCOATING

DGN FILE

MAINTENANCE DREDGING

AIWW, SELECTED SITES

ATLANTIC INTRACOASTAL WATERWAY,

GEORGIA AND SOUTH CAROLINA

X-01

S E

L E

C T

E S

A W

G S

H-1

W912HN-09-B-0021

R a n d a ll C

M il le r

INDEX OF DRAWINGS

LOCATION MAP, AIWW

BUTTERMILK SOUND EXAM SURVEY

ALTAMAHA SOUND EXAM SURVEY

FIELDS CUT EXAM SURVEY

DISPOSAL AREA 14B

FLORIDA PASSAGE EXAM SURVEY

H-2

H-3 vjrx001.dgn vjrx002.dgn vjrh003.dgn 3

X-1

X-2 vjrh004.dgn vjrh005.dgn vjrh007.dgn vjrh008.dgn vjrh009.dgn

BUTTERMILK SOUND EXAM SURVEY 6 H-4 vjrh006.dgn

H-5

H-6

H-7

SHEET

D G

N S

P E

Y S

U S

E R

N A

M E

1 2 3 4 5

PLATE

REFERENCE

NUMBER

M B

O L

D E S

C R

M E

C H

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

R E

C H

F D

E S

C T

A P P

R O

C H

F E

N G

E E

A N

C H

P R

E P

A R

G T

T R

N O

WILMINGTON

H N B

C W

K W

C H

U N

M A

T E

N A

E D

S A

V A

N N

U N

S W

G E

O R

S E

L E

C T

E S

L O

C A

SAVANNAH DISTRICT

JACKSONVILLE DISTRICT

FERNANDINA

NASSAU

CO.

F L A.

ST. MARYS

AMELIAIS.

C A M D E N

C O.

G A.

BRUNSWICK

G L Y N N

C 0.

ROCKDEDUNDY

ISLAND

WOLF

IS.

HARRISNECK

M-710 M-710

M-695

M-690

M-685

M-680

M-675

M-670

M-665

M-660

M-655

M-650

M-645

M-640

M-635

M-630

M-715

M-717

FREDERICA RIVER BRIDGE

VERTICAL LIFT

HORIZONTAL CLEARANCE 100’

VERTICAL CLEARANCE 16.7’ M.L.W.-CLOSED

VERTICAL CLEARANCE 92.2’ M.L.W.-OPEN

BACK RIVER BRIDGE

VERTICAL LIFT

HORIZONTAL CLEARANCE 100’

VERTICAL CLEARANCE 90’-CLOSED

VERTICAL CLEARANCE 85.O’-OPEN

U.S. HWY. NO. 17 SIDNEY LANIER BRIDGE

VERTICAL LIFT SPAN

HORIZONTAL CLEARANCE 250’

VERTICAL CLEARANCE 139.2’ ABOVE M.H.W.

M-700

ST. SIMON

E K

Y L

I S

BRUNS

K R I

PLA

NTAT

ION

PLA

NTAT

ION

CR.

M Y

A C A

D E

CR.E

BROUGHTON

IS.

DARIEN

DARIEN R.

ALTAMAHA R.

S O

U T H

ALTAM

H A

IVE

ALTAMAHA

UND

NORTH

D O

B O

Y S

O U

N D

CABLE AREA

O L D

T E

A K E T T L

S A P E

A N

B L

A C

K B E

A R

I S

MUD

E R

SAPELOLO

S O U

N D

B R

C K

APE

C R

H T

O N

N A

R R

O W

CREIGTONIS.

F O N T R

S E

I S L

A N

S T

S I

M O

N S

I S

L A

N D

LITT

L E

S T

S I

M O

N S

I S

H A

M P

T O N

B U T T E

R M

SD.

A Y

E D

E R

CABLE

AREA

J E

K Y L L

C R

LITTLE

SATIL

L A

UMBRELL

CK.

D O

V E

R C

TIL

VER

TODDCRE

ST.

AND

REW SOUND

CABLE AREA

L I

T T

L E

C U

M B

E R

L A

N D

I S

CUMBER

C U

M B

E R L

A N

D D

V D I

I N

G S

C U

M B

E R

L A

N D

I S

C U

M B

E R

L A

N D

SOUND

M C I N T O S H

C O.

M U D

B Y R A N

C O.

L I B E R T Y

C O.

COLONELS ISLAND

C O.

C H A T H A M

G A.

S. C.

C O.

B E A U F O R T

SPRINGIS.

D A

W S

I S

COLLETON

RIVER

PORT

OYAL

N D

JAMES F. BURNS BRIDGE

SWING

HORIZONTAL CLEARANCE 97.0’

VERTICAL CLEARANCE 30.0’’-CLOSED

OVERHEAD POWER CABLE

VERTICAL CLEARANCCE 91.0’-M.H.W.

OVERHEAD POWER

CABLE VERTICAL

CLEARANCE 105 FEET

ABOVE H. W.

HAR

STON

DIST.

S A

N N

DIST. M-552

M-555

BLUFFTON

S K

U L

L C R

E E

MAY

RIVER

M-560B U

L L

C R

H I L T

O N

H E

A D

I S

L A

N D

BULL

IS.

D A

U F

U S

K I

I S

L A

N D

R A

M S

H O R

CK. S

U N D

C A L

O G

U E

M-570NEW R.

CUT

WAL

LDS

M-575

M-580

BACK

IVER

SAV

ANNAH

RIVE

SOUTH

CHANNEL

WILMINGTON

ISLAND

G T

O N

RIVER

S K

SKIDAWAY NARROWS BRIDGE

BASCULE

HORIZONTAL CLEARANCE 100’

VERTICAL CLEARANCE 26.0’ ABOVE M.L.W.

WILMINGTON RIVER BRIDGE

BASCULE

HORIZONTAL CLEARANCE 100’

VERTICAL CLEARANCE 28.95’ M.L.W.

WASSAW SOUND

WASSAW

ISLAND

THUNDERBOLT

ISLE OF

HOPE

SKIDAWAY

ISLAND

LITTLE

WASSAW IS.

V E

R N

CABLE

AREA

OSS

ABAW SOUND

RACCOON

KEY

O G E

E C

H E

RIVER

OSSABAW

ISLAND

CABLE

AREA

H E L L

G A

F L O

A D

R I

P A S S A G E

M-605

M-615

M-620

B E

A R

MEDWAY RIVER

ST. CATHERINES

SOUND

WALDBURG

R E

E K

J O

H N S

O N

C R E

E K

M-625

CABLE

AREA

M-600

M-595

M-590

M-585

S T

C A T

H E

R I

N E

L A

N D

A T

L A

N T

I C

O C

E A

A T

L A

N T

C I

O C

E A

T Y

B E

E I S

A N

D L

CABLE

AREA

CABLE

AREA

CABLE

AREA

CABLE

AREA

W Y.

ELB

A-M cQUEENS

CUT

CABLE

AREA

SUBMARI

M-565

S K

A W

A Y

A R

R O

W S

SAVANNAH

JEKYLL CREEK BRIDGE

FIXED SPAN

HORIZONTAL CLEARANCE 100’

VERTICAL CLEARANCE 65’ M.L.W.

CAUSTON BLUFF BRIDGE

BASCULE

HORIZONTAL CLEARANCE 100’

VERTICAL CLEARANCE 29’ ABOVE M.L.W.

X-02

N T S

CWK 536

SHEET 08

CWK 536

SHEET 03

CWK 536

SHEET 04

CWK 536

SHEETS 05-07

2 3

4 5

$$DGNSPEC$$

$$SYSTIME$$

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

E X

A M

A T

R V

E Y

S E

L E

C T

E S

F L

O R

S S

A G

ENOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

IN THE RIVERBED.

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. DATUM: VERTICAL M.L.L.W.-29 NGVD.

HORIZONTAL NAD 83 GA EAST ZONE

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

IN THE RIVERBED.

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. DATUM: VERTICAL M.L.L.W.-29 NGVD.

HORIZONTAL NAD 83 GA EAST ZONE

APPROXIMATE DREDGING

LIMITS

5. AERIAL PHOTOGRAPHS 5. AERIAL PHOTOGRAPHS

FOR INFORMATION ONLY

6. SURVEYED 28 MAY 2009.

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

DISPOSAL AREA 16A

J J0.0 M.L.W.

Required Depth

L c

Required Dredging

Section

Allowable Overdepth

150’

75’ 75’

-12.0’ M.L.W.

-14.0’ M.L.W.

J J0.0 M.L.W.

Required Depth

L c

Required Dredging

Section

Allowable Overdepth

150’

75’ 75’

-12.0’ M.L.W.

-14.0’ M.L.W.

H-H

TYPICAL SECTION

FLORIDA PASSAGE

STA. 5+600 TO STA. 6+600

N.T.S.

Left Toe Centerline Right ToeLeft Toe Centerline Right Toe y-669,776.0 x-969,819.0 y-663,258.0 x-968,658.0 y-662,570.0 x-963,650.0 y-669,762.8 x-969,892.8 x-969,745.2 y-663,191.1 x-968,722.3 x-968,593.7 y-662,495.7 x-963,660.2 x-963,639.8

FLORIDA PASSAGE CHANNEL P.I.’S

y-662,644.3 y-663,324.9 y-669,789.2

B E

E R

FLORIDA PASSAGE

H-01

4.5

1.2

-0.3

3.2

1.1

0.3

-0.3

4.2

4.4

4.5

11.9

11.8

11.3

10.9

10.5

10.7

10.3

10.9

11.0

11.7 11.8 11.7

11.2 10.9

11.9

12.0

11.8

11.5

11.6

11.2

12.1

12.1 12.3

12.3 12.1 11.8

11.1

10.5

9.7 10.4

10.7

11.2

12.0

12.3

12.6

12.8

12.6

12.5

12.6

12.5

13.3 13.1 13.4

12.7 12.2 11.8

11.1

10.3 9.9 9.5 9.2

12.5

13.4

13.3

13.5

13.7

14.0 14.0 13.8 13.7 13.5

13.1 12.6 12.2

11.3

13.6

13.8

14.0 14.3 14.3

13.7 13.3 13.2 12.9 12.6 12.3

13.0

13.5

13.9

14.2

13.4

12.8

12.2

11.7

11.4 11.3

11.9

12.4

12.9

13.6

14.1

12.5

12.2 11.8

11.6 11.4 11.0 10.9

10.8 10.7

11.2

11.8

12.5

13.2

13.3

13.6

12.8 12.5

11.9

11.6 11.4 11.2 11.2 11.1 11.3

11.6

11.8

12.2

12.3

12.7

13.0

13.2

13.5

13.7

13.6

13.7

13.2

12.9

12.4 12.3 12.1 12.1

12.1 12.3 12.4

12.7

12.6

12.5

12.4

12.5

12.6

12.8

13.2

12.5 12.4 12.6 12.9

13.3

13.9

13.1

12.7

12.5

12.4

12.3

12.2 12.3

12.6 13.1 13.5

14.3 13.8

12.9

12.4

12.1

11.8

11.4

11.8

12.3

13.3 13.7 14.3

13.9

12.9

12.3

11.9

11.1

10.1

9.5

7.7

13.5

12.7

12.3

11.5

11.0

9.6

7.7

13.4

14.2

14.0 14.1

14.0

12.9

11.3

8.8

6.0

10.6 11.6

13.4

12.7

12.2 11.9 11.6

11.4 11.4

11.9

13.5

11.7

10.0

9.0

11.8

13.7 14.1 14.2

14.2

12.6

11.3 10.9

13.2

13.6

12.9

11.9

9.8

6.8

6.1

8.6

12.1

11.5 12.7 12.5 12.5 12.3

10.8 10.2

10.9

8.5

7.5

6.2

7.1

6.1

8.4 9.2

10.2

11.8

6.6

5.1

6.0

7.0

8.6

9.4

10.3 10.5

8.5 7.3 7.8 6.8

12.8

14.4

14.7

14.5

14.8 14.4

15.2

16.0

14.5

15.9

17.4 16.3

14.5 14.5

15.6

14.4

15.7

17.8 18.8 19.4

18.5 17.9

16.6

16.2

15.0 15.1

16.1 16.2

14.9

14.4

15.6

15.1

14.8

14.4

NOT TO SCALE.

E 970,000

E 969,000

E 968,000

E 969,000

E 970,000

APPROXIMATE HEAD

SECTION LOCATION

E X

A M

A T

R V

E Y

S E

L E

C T

E S

A L

T A

M A

U N

MAXIMUM PAY SLOPE PLANE

ALTAMAHA

SOUND

DARBO

ISLAND

LITTLE ST. SIMONS ISLAND

FLOOD

EBB

NOTES:

1. HORIZONTAL DATUM - NAD 83 GA EAST ZONE.

2. VERTICAL DATUM - MLLW - 29 NGVD.

Left Toe Centerline Right Toe

ALTAMAHA SOUND CHANNEL P.I.’S

x-918116.929 y-480964.444 x-911074.098 y-478161.537 x-918089.196 y-481034.128 x-911046.364 y-478231.221 x-918061.462 y-481103.811 x-911018.631 y-478300.905

LITTLE ST. SIMONS ISLAND

NOTES:

1. HORIZONTAL DATUM - NAD 83 GA EAST ZONE.

2. VERTICAL DATUM - MLLW - 29 NGVD.

Left Toe Centerline Right Toe

ALTAMAHA SOUND CHANNEL P.I.’S

x-918116.929 y-480964.444 x-911074.098 y-478161.537 x-918089.196 y-481034.128 x-911046.364 y-478231.221 x-918061.462 y-481103.811 x-911018.631 y-478300.905

N481000

DM 208

DM 206

DM 204

N479000

N480000

2. VERTICAL DATUM - MLLW - 29 NGVD.

1. HORIZONTAL DATUM - NAD 83 GA EAST ZONE.

NOTES:

8006004002000200

BN 202

N479000

N480000

SPOSAL

AREA

APPROXI

MATE

HEAD

SECTI

LOCATI

3. AERIAL PHOTOGRAPHY - APRIL, 1999.

NOT TO SCALE.

FOR INFORMATION PURPOSES ONLY.

APPROXI

MATE

DREDGI

APPROXI

MATE

DREDGI

4. SUR’D 28 MAY 2009.

H-02

P I

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

P-P

TYPICAL SECTION

STA. 0 TO 7+500

N.T.S.

P P0.0 M.L.W.

Required Depth

Required Dredging

Section

Allowable Overdepth

150’

75’ 75’

-14.0’ M.L.W.

-12.0’ M.L.W.

L c

25.7

25.8

E X

A M

A T

R V

E Y

S E

L E

C T

E S

B U

T T

E R

U N

DISPOSAL AREA 42B

APPROXIMATE HEAD SECTION LOCATION

PIPE ROUTE

L c

(direct discharge towards the west)

(to minimize marsh impact)

APPROXI

MATE

DREDGI

-2

-1

-0.6

-0.4

-0

-0.3

-0.1

2. VERTICAL DATUM - MLLW - 29 NGVD.

1. HORIZONTAL DATUM - NAD 83 GA EAST ZONE.

NOTES:

8006004002000200

DM 220

DM 216A

E897000

RNG

FR RNG BN 218

DM 219

E895000

E896000

E898000

LITTLE ST. SIMONS ISLAND

BROUGHTON

ISLAND

BUTTER

CUT

TTERM

ILK

SOUND

3. AERIAL PHOTOGRAPHY - APRIL, 1999.

NOT TO SCALE.

FOR INFORMATION PURPOSES ONLY.

4. SURVEYED 29 APR 2009.

H-03

0.1 0.7

0.8

1.0

1.2 1.6

1.8 1.8

2.3

E-E

CHANNEL WIDENER

D-D

TYPICAL SECTION

STA. 0 TO 1+960

STA. 2+710 TO 3+460

STA. 4+470 TO 12+500

F-F

TYPICAL SECTION

STA. 1+960 TO 2+710

2.72.7

2.9 3.0

N.T.S.

STA. 3+900

N.T.S.

3.4 3.4

3.5

D D0.0 M.L.W.

Required Depth

Required Dredging

Section

Allowable Overdepth

150’

E E0.0 M.L.W.

Required Depth

Required Dredging

Section

Allowable Overdepth

385’

75’ 75’

-14.0’ M.L.W.

-12.0’ M.L.W. -12.0’ M.L.W.

-14.0’ M.L.W.

300’ 85’

F F0.0 M.L.W.

Required Depth

Required Dredging

Section

Allowable Overdepth

300’

75’ 225’

-14.0’ M.L.W.

-12.0’ M.L.W.

3.9

4.0

4.1

4.4

4.5

4.6

4.5

4.6

4.7

4.9

5.2

5.1

5.2

5.2 5.1

L c

5.3

5.4

5.6

5.7

5.8

5.9

6.0

6.2

6.4

6.5 6.5

6.5

6.6

6.7

6.9

6.96.8

7.0

6.9

7.1

7.2 7.2

7.2

7.17.2

7.2

7.3

7.4

57.

7.5

7.6

7.5

7.7

7.8

7.9

7.8

7.9

8.0

7.9

8.0

8.1

8.28.2

8.2

8.3

8.38.3

8.3

8.5

8.4

8.6 8.6

8.58.5

8.5

8.58.5

8.6

8.5

78.

8.6

8.7

8.6

8.7

8.8

8.7

8.8

8.9

9.09.0

9.0

8.99.0

19.

9.0

9.1

9.29.2

9.2

9.3

9.39.3

9.3

9.4

9.5

9.4

59.

9.6

9.59.6

9.6

9.5

9.6

9.5

9.6

9.69.6

9.6

9.7

9.6

9.79.6

9.7

9.8

99.

9.9

9.8

10.0

10.1

10.2

10.1

10.3

10.2

10.4

10.3

10.4

10.6

10.5

10.7

10.6

10.8

11.1

11.0

11.1

11.2

11.4

11.5

11.6

11.8

11.9

11.8

11.9

12.0

12.1

12.5

12.4 12.5

12.5

12.6

12.7

12.9 13.0

13.0

13.1

13.2

13.4

13.5

13.6

13.7

13.7 13.7

13.9

14.2 14.8

14.8

14.7

15.0

15.1 15.2

15.3

15.4

15.9

16.2

16.3 17.1 17.6 18.7 19.1 19.5 20.8 21.2 21.7

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

A M

A T

R V

E Y

S E

L E

C T

E S

B U

T T

E R

U N

NOTE: SEE TYPICAL SECTION D-D

APPROXIMATE HEAD SECTION LOCATION

DISPOSAL AREA 43-B

PIPE ROUTE

(to minimize marsh impact) x-897431.833 y-477726.431 x-895733.609 y-474713.657 x-895764.540 y-473902.958 x-896743.044 y-471989.937 x-897106.875 y-470796.881 x-898121.993 y-469930.355 x-899966.397 y-468537.156 x-900380.082 y-467556.261 x-897366.497 y-477763.258 x-895447.305 y-474358.469 x-896673.244 y-471961.702 x-897041.524 y-470754.056 x-898075.001 y-469871.859 x-899905.118 y-468489.452 x-900310.975 y-467527.117 x-897301.160 y-477800.085 x-896339.547 y-476094.112 x-896208.824 y-476167.680 x-895840.592 y-475514.410 x-895971.217 y-475440.668 x-895362.180 y-474360.192 x-896603.443 y-471933.468 x-896976.172 y-470711.231 x-898028.009 y-469813.362 x-899843.838 y-468441.748 x-900241.869 y-467497.972

APPROXI

MATE

DREDGI

BN 221

B U

T T

E R

U N

LITTLE ST. SIMONS

ISLAND

Left Toe Right ToeCenterline

BUTTERMILK SOUND CHANNEL P.I’S

2. VERTICAL DATUM - MLLW - 29 NGVD.

1. HORIZONTAL DATUM - NAD 83 GA EAST ZONE.

NOTES:

8006004002000200

3. AERIAL PHOTOGRAPHY - APRIL, 1999.

NOT TO SCALE.

FOR INFORMATION PURPOSES ONLY.

E898000

E897000

E896000

E899000

E898000

E897000

E899000

4. SURVEYED 29 APR 2009.

H-04

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

A M

A T

R V

E Y

S E

L E

C T

E S

B U

T T

E R

U N

NOTE: SEE TYPICAL SECTION D-D

APPROXIMATE HEAD SECTION LOCATION

DISPOSAL AREA 43-B

PIPE ROUTE

(to minimize marsh impact)

A P P R

O X I

M A T E

D R E

D G I

N G

L I

M I T S

E898000

E899000

E900000

DM 222

B U

T T

E R

U N

LITTLE ST. SIMONS

ISLAND

2. VERTICAL DATUM - MLLW - 29 NGVD.

1. HORIZONTAL DATUM - NAD 83 GA EAST ZONE.

NOTES:

8006004002000200

3. AERIAL PHOTOGRAPHY - APRIL, 1999.

NOT TO SCALE.

FOR INFORMATION PURPOSES ONLY.

E898000

E901000

E899000

E900000

E901000

4. SURVEYED 29 APR 2009.

H-05

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

E X

A M

A T

R V

E Y

S E

L E

C T

E S

JONES ISLAND

A P P R

O X I

M A

D G I

N G

L I

M I T S x-1039751.80 y-762128.38 x-1038770.35 y-761637.91 x-1038227.19 y-761026.02 x-1036652.96 y-759884.34 x-1039718.28 y-762195.47 x-1038723.87 y-761698.53 x-1038176.53 y-761081.93 x-1036608.93 y-759945.05 x-1039684.75 y-762262.55 x-1038605.30 y-761723.12 x-1038013.27 y-761056.17 x-1036564.90 y-760005.76

BN 44

DM 44A

BN 45

N760000

N761000

N762000

N763000

DM 44A

BN 45

N760000

N761000

N762000

N763000

FLOOD

EBB

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

IN THE RIVERBED.

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.

200 0 200 400 600

SCALE: 1"=200’

WRIGHT RIVER

F I E L

D S

U T

Left Toe Centerline Right Toe

FIELDS CUT CHANNEL P.I.’S

4. DATUM: M.L.L.W.

MAXIMUM PAY SLOPE PLANE

N761000

N762000

N763000

N761000

N762000

N763000

5. HORIZONTAL DATUM: NAD 83 GA EAST ZONE

6. SUR’D 22 APR 2009. H-06

BN 45 BN 45

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

Q-Q

TYPICAL SECTION

STA. 0+000 TO 3+000

6 2

N.T.S.

3 3.

Q0.0 M.L.W.

Required Depth

Required Dredging

Section

Allowable Overdepth

150’

75’ 75’

-14.0’ M.L.W.

-12.0’ M.L.W.

L c

6 5

9815 C 9815 C 9815 C 9815 C

WC2

E X

A M

A T

R V

E Y

S E

L E

C T

E S

P O

E A

H-07

PIPE ROUTE

(to minimize marsh impact)

42" PVC PIPE

INV-OUT 7.1

INV-IN 6.7

TOP ELEV. 22.5

WEIR 31

42" PVC PIPE

INV-OUT 6.9

INV-IN 7.3

TOP ELEV. 23.3

WEIR 30

42" PVC PIPE

INV-OUT 6.5

INV-IN 6.6

TOP ELEV. 22.8

WEIR 28

D\T

D\ T

D\T

DENSE VEGETATION

19.4

125225

19.2

125224

19.1

125221

20.7

125220

20.0

125218

16.3

125216

20.0

9.1

W.E. 14.5

15 10

17.4

17.3

16.4

16.5

15.2

14.9

15.6

10.5

16.8

16.4

16.8

15.2

15.7

15.5 15.2

15.8

15.6

15.3

14.7 14.4

14.6

14.8

14.7

14.8

14.4

14.9

14.7

14.8

14.5

18.1

18.4

16.2

16.4

15.7

15.2

14.0

14.2

13.7

13.6

19.6

14.0

9.3

14.1

14.2

14.1

9.9

9.3

9.4

9.2

9.3

9.9

9.6

10.3

14.3

13.8

14.1

14.2

14.5

14.3

14.1 13.6

13.7

14.1

14.6

14.1

10.2

10.5

10.6

10.5

10.4

21.4

19.6

19.8

F I E L

D S

APPROXIMATE HEAD SECTION LOCATION

2 3

4 5

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

K W

PLATE REFERENCE

NUMBER

M A

T E

N A

E E

D G

S A

V A

N N

U N

S W

G E

O R

H N B

C W

R a n d a ll C

M il le r

U N

E1030000 E1031000 E1032000 E1033000

DISPOSAL AREA 14B

400 0 400 800 1200

SCALE: 1"=400’

W.E. 14.5

W.E. 14.6

Plans for Solicitation W912HN-09-B-0021

SHT 1 X-1 Index of Drawings

SHT 2 X-2 Location Map, AIWW

SHT 3 H-1 Florida Passage Exam Survey

SHT 4 H-2 Altamaha Sound Exam Survey

SHT 5 H-3 Butermilk Sound Exam Survey

SHT 6 H-4 Butermilk Sound Exam Survey

SHT 7 H-5 Butermilk Sound Exam Survey

SHT 8 H-6 Fields Cut Exam Survey

SHT 9 H-7 Disposal Area 14B

File details come from the government source that posted it. Updated Nov 14, 2017.