W912HN_12_B_0001.pdf

PDF 12 MB Posted Apr 11, 2012

Attached to: Maintenance of Savannah and Brunswick Harbor Dredged Materials Containment Areas.
Solicitation number: W912HN-12-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

SECTION SYMBOLS

MATERIAL INDICATIONS

A4 A8

ELEVATION SYMBOL

ELEVATION

TITLEDGN FILESHEET NO.PLATE NO. PLATE NO. SHEET NO. DGN FILE TITLE

US Army Corps of Engineers

SECTION OR DETAIL IS DRAWN

PLATE NUMBER ON WHICH

IDENTIFICATION NUMBER

SECTION OR DETAIL

CONDITION IS TAKEN

SECTION OR DETAIL

PLATE NUMBER ON WHICH

SECTION

VIEW

SECTION

VIEW

SYMBOL WHERE SECTION IS TAKEN

SECTION/DETAIL

TITLE WHERE SECTION IS DRAWN

ELEVATION IS TAKEN

IDENTIFICATION LETTER WHERE

ELEVATION IS SHOWN

TITLE WHERE

EARTH (ORIGINAL GRADE)

EARTH (COMPACTED FILL)

GRAVEL

CONCRETE

MORTAR - CEMENT - PLASTER - STUCCO

SMALL\ SCALE - PLAN)

CONCRETE MASONRY UNITS (C.M.U.,

SCALE - SECTION)

CONCRETE MASONRY UNITS (C.M.U., LARGE

TILE (SMALL SCALE - SECTION)

CONCRETE MASONRY UNITS OR HOLLOW

METAL (ELEVATION)

STEEL (CROSS SECTION)

INSULATION (RIGID)

INSULATION (LOOSE OR BATT)

BRICK

WOOD (BLOCKING)

WOOD (FINISH)

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.

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

CKT.

CEIL.

CL.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.S.C.

C.T.

C.T.B.

C. TO C.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

COLOR SYMBOL CODE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

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.

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

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

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.

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

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.

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

REINFORCING

REQUIRED

RETURN

RETURN GRILLE

ROOM

REVOLUTION/MINUTE

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

TOILET

V.A.T.

VENT.

VERT.

WD.

W.D.

W.G.

WP.

WTR.

W.W.F.

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

WOOD

WIDE FLANGE

WINDOW DIMENSION

WATT

WITH

WAINSCOATING

WATER GAGE

WEATHERPROOF

WATER

WELDED WIRE FABRIC

VOLT

VINYL ASBESTOS TILE

VENTILATION

VERTICAL

VENT THRU ROOF

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TOILET

P M

VTR

TYPICAL

G-01 1

G-02 2

G-01

3G-03

X-08

X-10

X-11

D-01

D-02

D-03

D-04

D-05

D-06

X-03

X-04

X-06

D-07

X-02

X-05

X-07

X-09

D-08

D-09

D-10

E X

O F

D R

A W

G S

DIKE AND DISPOSAL AREA MAINTENANCE

SOLICITATION NO:

DIKE AND DISPOSAL AREA MAINTENANCE

LOCATION PLAN / SAVANNAH HARBOR

LOCATION PLAN / BRUNSWICK HARBOR

X-01 CONTAINMENT AREA 2A

CONTAINMENT AREA 12A

CONTAINMENT AREA 12B

CONTAINMENT AREA 13A

CONTAINMENT AREA 13B

CONTAINMENT AREA 14A

CONTAINMENT AREA 14B

JONES/OYSTERBED CONTAINMENT AREA

OFFSHORE BIRD ISLAND SAVANNAH

ANDREWS ISLAND CONTAINMENT AREA

SAVANNAH AND BRUNSWICK HARBORS, GEORGIA

X-12 15

BANK EROSION PROTECTION

UNDERDRAIN DETAILS

WEIR CROSS SECTIONS

WEIR FOUNDATION DETAILS

ANTI-SEEP COLLAR DETAILS

PIPE PLUG DETAILS

X-13 16 BIRD ISLAND BRUNSWICK GEORGIA

BAR BENDING DETAILS

Savannah District

INDEX OF DRAWINGS

CATWALK REPLACEMENT DETAILS/EXISTING CATWALK DETAILS

zg1g001g zg1g002g vg2g003g zg1w001x zg1w002x zg1w003x zg1w004x zg1w005x zg1w006x zg1w007x zg1w008x zg1w009x zg1w010x zg1w011x vg2w012x vg2w013x zg1w301d zg1w302d zg1w303d zg1w304d zg1w305d zg1w306d zg1w307d zg1w308d zg1w309d zg1w310d

FY-12FY-12

SOLICITATION NO: W912HN-12-B-0001

ADDITIONAL WEIR DETAILS

ADDITONAL WEIR DETAILS AND WEIR REPAIRS

2 3

4 5

D E

S C

N D

A T

$$DGNSPEC$$

$$SYSTIME$$

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

REFERENCE

PLATE

SHEET

S A

V A

N N

T R

C O

R P

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

B Y

D W

C K

D E S

D A T E

S O

A T

C O

N T R

A C

C A T E

G O

R Y

O D

P L

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

ERC

E E

E R

TYB

C R

E E

M c

Q U E E

N S

ISLANDS

EXPRESSWAY

N O . 8

N G

TON

ELB

A-M cQ

UEENS

CUT

H A

N N

E L

QUARANTINE

COCKSPUR I.

C. OF GA. R.R.

S .C .L R .R

S.C.L. R.R.

I E

SD CUT

A T

N T

TRACO

W A T E

R W

A Y

C H

A N

N E L

B I

DISPOSAL AREA

13B

B A

C K

E R

F N

E R

DISPOSAL AREA 12A

RIVER

S T

S A V A N N A H

OGEECHEE

S A

TILLA

O C

O N

ALTS

V A

N N

A H

T R

DISPOSAL AREA 14B

10-M

DISPOSAL AREA 14A

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

G E O R G I A

TYBEE

ISLAND

WILMINGTON

ISLAND

ZARETTO

CR.

TYBEE LIGHTHOUSE

ILM

E R

WHITEMARSH

ISLAND

THUNDERBOLT

OATLAND

ISLAND

I S L

A N

U.S. HWY.

W I

L M I

ELBA

ISLAND

T H

FT. PULASKI

E R

AM CR.

FT. JACKSON

KEMIRA, INC.

ENGINEER

YARD

S.C.L. R.R.

SAVANNAH

ENGINEER

BUILDING

C. OF GA. R.R.

S .C .L

H U T C

H I

N S

O N

(OCEAN TERMINALS)

GEORGIA PORTS AUTHORITY

EXPORTING FAC.

WOOD CHIP

TERMINAL CO.

EAST COAST

& POWER CO.

SAVANNAH ELECTRIC

CHATHAM-VALIANT STEEL

CHEVRON, U.S.A., INC.

MARCONA TERMINAL

SAVANNAH BAR PILOT STATION

U.S. COAST GUARD STATION-TYBEE ISLAND

FLOOD

EBB

ISLAND

DAUFUSKIE

ISLAND

TURTLE

NEW

VER

W R

H T

RIV

ISLAND

JONES

AREA

DISPOSAL

IS.

OYSTERBED

U.S. HWY. NO. 17

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

GEORGIA PACIFIC CORP.

ATLANTIC WOOD INDUSTRIES, INC.

SAVANNAH FOOD & INDUSTRIES

(GARDEN CITY TERMINAL)

GEORGIA PORTS AUTHORITY

GPA COLD STORAGE FACILITY

PAN OCEAN SOUTHLAND INC.

AUTHORITY

GEORGIA PORTS

STRUCTURE

TIDE GATE

BLUE CIRCLE ATLANTIC

METROPLEX PROPERTIES, INC.

(LIQUIFIED NATURAL GAS)

SOUTHERN ENERGY CO.

BASIN

LNG TURNING

G.A.F. CORP.

COLONIAL OIL INDUSTRIES

GEORGIA KOALIN INTERNATIONAL

A L T

U .S

H W

N O

SERVICES

SAVANNAH MARINE

(OCEAN TERMINALS)

GEORGIA PORTS AUTHORITY

FIRESTONE RUBBER & LATEX CO.

INTERMARINE

SOUTHERN BULK INDUSTRIES

DISPOSAL AREA N

(ONSLOW NORTH)

O R

GEORGIA PORTS AUTHORITY (LASH TERMINAL)

BASIN

IS. TURNING

OYSTERBED

NEW

500’ STA. 0 000+

SAVANNAH LIGHT TOWER

NOTE:

1. MILE ZERO IS AT STATION 0 000 (VICINITY) FORT PULASKI MOUTH OF SAVANNAH RIVER.+

DUMP

SEA

DUMP

SEA

N- "D"

C- "A"

BL- "B"

C- "C"

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

A T

L A

A N

MEXICO

GULF OF

O C

M U

L G E

AMAH

7.1 FEET

TIDAL RANGE

NEW CUT CLOSURE

(ONSLOW SOUTH)

DISPOSAL AREA S

0 100

VICINITY MAP

SCALE IN MILES

T.I.C.

20-M

15-M

5-M

5- M

SCALE: 1"=50 MILES

50 50

PORT WENTWORTH TURNING BASIN

BASIN

TURNING

ARGYLE ISLAND

BASIN

TURNING

KINGS ISLAND

MARSH ISLAND TURNING BASIN

CRESCENT TOWING & SALVAGE CO.

BASIN

TURNING

FIG ISLAND

KOCH MATERIALS

NATIONAL GYPSUM COMPANY

CITGO ASPHALT REFINING CO.

UNOCAL REFINIING

DOMTAR GYPSUM

COCKSPUR LIGHTHOUSE

D L E

E R

S A V A N N A H

B A C

E R

STEA

M B

O A T

OLD L.

BACK

FIELDS

CUT

BIRD ISLAND

ISLAND

HILTON HEAD

T L E

M c C

U T

I L R

O A

INTAKE LOCATION

EXISTING WATER

P E

T O

S T

DRAKES CUT

MORAN

(PORT WENTWORTH GENERATING STATION)

SOUTHERN COMPANY/SAVANNAH ELECTRIC POWER CO.

INTERNATIONAL PAPER

WEYERHAUSER PULP & PAPER

(NOT IN CONTRACT)

S A

V A

N N

R B

O R

G-02

L O

C A T

13A

DISPOSAL AREA

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

U N

S W

R B

O R

G-03

L O

C A T

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

A T

L A

A N

MEXICO

GULF OF

S A V A N N A H

OGEECHEE

O C

M U

L G E

S A

TILLA

O C

O N

ALT

AMAH

A R

OFS

V A

N N

A H

T R

VICINITY MAP

BRUNSWICK

ST.

SIMONS

ISLAND

JEKYLL

ISLANDISLAND

ALLIED CHEMICAL CORP.

M-12

M-10

M-8

M-6

M-4

2nd

AVE.

P L A

N T

CR.

CLUBBS

TERRY

C R

T T

R I V E

LANIER

F R

E D

E R

H A

W K

ACADEM

C R

ANDREWS

ISLAND

M-8

CR.

PARSONS

CR.

BRUNSWICK PT.

M-2

M-0

10-B

D U

N O

N S

CR.

C L A

C R

CABLE

AREA

TIDE GAGE

ST. SIMONS

LIGHTHOUSE

S T S

KING CR.

M A

C K

A Y

R I V

E R

B A

E R

AUTHORITY DOCKS

GEORGIA PORTS

GYPSUM CO.

BESTWELL

E A

E R

ISLAND

COLONELS

B R

U N

S W I C

K R

BRUNSWICK

RIVER

RANGES

DREDGING

T U

R T

L E

R I V

E R

IS.

SITE

BASIN

TURNING

ISLAND

BLYTHE

45-B

AUTHORITY DOCKS

GEORGIA PORTS

NOT TO SCALE

ISLAND

BIRD

ALLIED CHEMICAL CORP.

AND PAPER CO.

BRUNSWICK PULP

POINT

MAYOR’S

AUTHORITY DOCKS

GEORGIA PORTS

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

100+00

110+00

115+00

120+00

125+00

5+0

0+0

5+0

0+0

5+0

0+0

8+3

0( M

1 S

WEIR 2A-1

WEIR 2A-3

WEIR 2A-2

NOTES:

1. 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.

X - 972000

X - 973500

X - 975000

X - 978000

X - 976500

X - 978000

X- 979500

X- 981000

X-01

C O

N T

M E

E A

NEXTVIEW LICENSE 20080326 & 20080519

3. IMAGERY COPYWRIGHT 2008 DIGITALGLOBE.

2. DATUM: MLLW EPOCH 1983-2001, XY = NAD83, GA EAST

2 3

4 5

D E

S C

N D

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

400 0 400 800 1200

SCALE: 1"=400’

R O

Y .8

PIEZ. 2a-12

PIEZ. 2A-11

PIEZ. 2A-3

PIEZ. 2A-2

PIEZ. 2A-4-5

PIEZ. 2A-5

PIEZ. 2A-4-3,2,1

PIEZ. 2A-7

PIEZ. 2A-6

PIEZ. 2A-8-4

PIEZ. 2A-8-2, 3, 1

PIEZ. 2A-8-5

PIEZ. 2A-9

PIEZ. 2A-10

400 0 400 800 1200

SCALE: 1"=400’PP#522312

PP#522313

PP#522037

PP#522036

PP#522035

PP#522034

PP#522311

PP#522310

PP#522309

PP#522308

PP#522307

PP#522306

PP#522274

PP#522305

PP#495884

PP#495883

PP#495882

PP#514122

PP#514121

PP#514120

PP#522273

PP#514119

PP#514118

PP#514117

PP#514116

PP#514115

PP#515898

pp#515897

PP#522272

PP#515896

PP#515894

PP#515893

PP#495881

PP#515895

PP#495881/DGWA

12A UNDERDRAIN VALVE #3

12A UNDERDRAIN VALVE #2

12A UNDERDRAIN VALVE #1

PP#522275/SERVICE POLE

PP#531037

WEIR 12A-5

WEIR 12A-4

WEIR 12A-3

WEIR 12A-2

WEIR 12A-1

WEIR 12A-5 OUTFALL

WEIR 12A-4 OUTFALL

WEIR 12A-3 OUTFALL

WEIR 12A-2 OUTFALL

WEIR 12A-1 OUTFALL

12A WELL

POWER LINE

12A UNDERDRAIN OUTFALL

BIRD ISLAND

NOTES:

1. 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.

N T

M E

E A

X-02

2. DATUM: MLLW, EPOCH 1983-2001, XY = NAD83, GA EAST

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

Y P

Moo n

CE2

AIR HOSE LOCATION

8" LATERAL UNDERDRAINS

12A-3 TO 12A-2

18" OUTFALL

12A-2 TO 12A-1

24" OUTFALL

RIVER

12A-1 TO SAVANNAH

30" OUTFALL

=2 7.

0’ i.

=2 6.

5’ i.

=2 6.

0’ i.

=2 5.

5’ i.

0’ i.

=2 4.

5’ i.

=2 4.

0’ i.

=2 3.

5’ i.

=2 3.

0’ i.

=2 2.

5’ i.

=2 2.

0’ i.

=2 1.

5’ i.

=2 1.

0’ i.

=2 0.

5’ i.

=2 0.

0’ i.

=1 9.

5’ i.

=1 8.

0’ i.

=2 6.

5’ i.

=2 7.

0’ i.

=2 8.

=2 7.

5’ i.

=2 7.

0’ i.

=2 6.

0’ i.

=2 6.

5’ i.

=2 5.

5’ i.

=2 6.

0’ i.

=2 5.

0’ i.

=2 4.

0’ i.

=2 5.

0’ i.

=2 3.

0’ i.

=2 4.

0’ i.

=2 3.

0’ i.

=2 2.

0’ i.

=2 2.

5’ i.

=2 1.

5’ i.

=2 1.

0’ i.

=2 2.

0’ i.

=2 0.

5’ i.

=2 1.

5’ i.

=2 1.

0’ i.

=2 0.

5’ i.

=2 0.

0’ i.

=1 9.

5’ i.

=1 9.

0’ i.

=1 8.

5’ i.

=1 8.

5’ i.

=1 9.

0’ i.

=1 8.

=1 9.

5’ i.

=2 0.

0’ i.

=2 0.

5’ i.

=2 1.

0’ i.

=2 1.

=2 2.

=2 3.

=2 4.

=2 5.

=2 6.

=2 7.

=2 4.

5’ i.

=2 4.

=1 8.

0’ i.

=1 9.

0’ i.

=1 9.

5’ i.

=2 0.

0’ i.

=2 0.

5’ i.

=2 1.

0’ i.

=2 1.

5’ i.

=2 2.

0’ i.

=2 2.

5’ i.

=2 3.

0’ i.

=2 3.

5’ i.

=2 3.

(TYP)

=1 9.

5’ i.

C ol le ct or P ip e=1 7.

=Ou tf al l pi pe

=1 5.

2’

A-

Re mot e

St at io n i.

C ol le ct or P ip e=1 6.

=Ou tf al l pi pe

=1 3.

2’

A-

Co nt ro l

St at io n i.

C ol le ct or P ip e=1 7.

2’ i.

=Ou tf al l pi pe

=1 7.

2’

A-

Re mot e

St at io n t.

=1 9.

2’ t.

=1 9.

7’ t.

=1 9.

7’ t.

=1 9.

6’ t.

=2 0.

4’ t.

=2 0.

9’ t.

=2 0.

2’ t.

=2 0.

7’ t.

=2 1.

4’ t.

=2 1.

9’ t.

=2 2.

4’ t.

=2 1.

2’ t.

=2 1.

7’ t.

=2 2.

2’ t.

=2 2.

7’ t.

=2 2.

9’ t.

=2 3.

4’ t.

=2 3.

9’ i.

=1 8.

=1 9.

=1 8.

=1 9.

=2 0.

=2 1.

=2 2.

=2 3.

=2 4.

=2 5.

=2 6.

=2 4.

=2 3.

=2 2.

=2 1.

=1 9.

=2 0.

=1 8.

=1 7.

=1 6.

=1 7.

=1 8.

=2 0.

UNDERDRAINS

18" COLLECTOR

500’ (TYP>)

SPACED AT 500 FT CENTER TO CENTER, (TYP.).

2. 8" DIAMETER UNDERDRAIN LATERALS

SPACED AT 2000 FT CENTER TO CENTER, (TYP.).

3. 18" DIAMETER UNDERDRAIN COLLECTORS

(UNDERDRAIN)

LOWER LOW WATER (MLLW).

1. ALL ELEVATIONS ARE RELATIVE TO MEAN

NOTES:

5+00

5+0

2+46

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

140+00

150+00

155+00

160+00

165+00

170+00

5+0

180+00

185+00

190+00

N 766,444.48

E 991,230.97

NATURAL

GAS

LIN

1,6 .47

E 1, 1,6

.45

1,4 .36

E 1, 1,7

.54

1,2 .21

E 1, 3,5

61.

1,0 61.

E 1, 3,5

11.4

1,0 .92

E 1, 5,3

.73

0,9 .74

E 1, 5,3

.67

X-03

C O

N T

M E

E A

C R

M O

HEAVY VEGETATION

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

BIR

ISLAND

UTFALL

12B- 1 U

NDERDRAIN

12B-

VALVE

OUTFALL12B-

UNDERDRAIN

12B- 1 V

ALVE

12B-

VALVE

OUTFALL12B-

UNDERDRAIN

BIR

ISLAND

MAIN

TAIN

ED)

(NO

LONGER

MAIN

TAIN

ED)

(NO

LONGER

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

.5’

.0’

21.

5’

21.

0’

.5’

.0’

19.

5’

19.

0’

18.

5’

.9’

21.

3’

21.

5’

.0’

.3’

.8’

.9’

.5’

.0’

.5’

.0’

.5’

12"

UNDERDRAIN

12"

UNDERDRAIN

WEIR

A-1

WEIR

A-2

WEIR

A-3

10+00

15+00

25+00

30+00

5+00

35+00

Y - 760500

Y - 762000

Y - 763500

Y - 765000

Y - 768000

Y - 766500

Y - 765000

Y - 763500

Y - 762000

Y - 760500

1. 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.

2. DATUM: MLLW EPOCH 1983-2001, XY=NAD83, GA EAST.

230+00

0+00

33.69 13009

400 0 400 800 1200

SCALE: 1"=400’

INV=20

Y=76

0.4

X=10

5.9

INV=27

.0’

Y=76

X=10

0.0

INV=24

.5’

Y=76

X=10

7.8

INV=23

.9’

Y=76

71.

X=10

3.5

INV=28

.0’

Y=76

X=10

3.2

INV=27

.7’

Y=76

01.

X=10

INV=26

.0’

Y=76

X=10

3.9

INV=26

.5’

Y=76

X=10

INV=30

.0’

Y=76

41.

X=10

INV=19

.6’

Y=76

0.7

X=10

4.3

NATURAL

GAS

LIN

UNDERDRAIN

12"

UNDERDRAIN

NATURAL

GAS

LIN

CONDIT

ION

= G

OOD

INV.

OUT

= 7 .2’

INV.

= 1 0.1

TOP

EL.

= 3 1.4

5’

" H

DPE

WEIR

A-4

NATURAL GAS LINE

M O

V E

C O

N T A

M E

N T

R E

C O

N T A

M E

N T

R E

BIRD ISLAND

MAINTAINED)

(NO LONGER

26.0’

26.5’

24.0’

23.5’

23.0’

22.5’

22.0’

21.5’

21.0’

20.5’

20.0’

20.9’

21.3’

21.5’

22.0’

22.3’

22.8’

22.9’

23.5’

WEIR 13A-3

SCALE: 1"=400’

400 400 800 1200

1 2 3 4 5

SAVANNAH

US ARMY CORPS

D D

S C

1. 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.

N 770000

N 762500

2. DATUM: MLLW EPOCH 1983-2001, XY= NAD83, GA EAST.

M B

O L

C W

H N B

F E

B R

U A

R Y

P L

T E

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

C H

A C

K W

P L O

C A L E

M E

S U

B M

D E S

M E

A N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N T

M E

E A

NUMBER

REFERENCE

PLATE

X-04

7 SHEET

D G

N S

P E

Y S

U S

E R

N A

M E

$$USERNAME$$

5+0

0+0

5+0

0+0

230+00

33.69

13009

29.02

13011

30.61

13010

29.50

13008

25.23

13007

12008INV=20.5

Y=761750.4 X=1006925.9

INV=27.0’

Y=766728.3 X=1004490.0

INV=24.5’

Y=767407.3 X=1006277.8

INV=23.9’

Y=766371.6 X=1006503.5

INV=19.6’

Y=761320.7 X=1006464.3

NATURAL GAS LINE

8" UNDERDRAINS

8" UNDERDRAINS8" UNDERDRAINS

8" UNDERDRAINS

12" UNDERDRAINS

NATURAL GAS LINE

CONDITION = GOOD

INV. OUT = 7.2’

INV. IN = 10.1’

TOP EL. = 31.45’

48" HDPE

WEIR 13A-4

CONDITION = GOOD

INV. OUT = 8.4’

INV. IN = 8.8’

TOP EL. = 30.31’

48" HDPE

WEIR 13A-5

CONDITION = GOOD

INV. OUT = 4.3’

INV. IN = 11.2’

TOP EL. = 32.13’

48" HDPE

WEIR 13A-6

400 0 400 800 1600

SCALE: 1"=400’

NOTES:

1. 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.

1"=300’

NOTES:

1. 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.

1"=300’

NOTES:

1. 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.

WEIR 13B-2

WEIR 13B-3

WEIR 13B-4

WEIR 13B-5

Y - 765000

Y - 766500

Y - 768000

Y - 769500

Y - 771000

Y - 769500

Y - 768000

13B WELL

N 766,307.35

E 1,017,797.88

13B-3 VALVE

13B-2 VALVE

13B-2 OUTFALL

13B-3 OUTFALL

13B VALVE

13B-1 OUTFALL

X-05

C O

N T

M E

E A

2. DATUM: MLLW EPOCH 1983-2001, XY= NAD83, GA EAST.

BIRD ISLAND 13B-1 FOOTPRINT

BIRD ISLAND 13B-2 FOOTPRINT

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y x i.e.=21.0’

Toe of New Dike 60’ from Inside Limit of Underdrain i.e.=16.5’ x x x x

12" COLLECTOR UNDERDRAINS

AIR HOSE LOCATION

8" LATERAL UNDERDRAINS

x x x x x i.e.=20.5’ i.e.=19.0’ i.e.=18.5’ x x x x x x i.e.=17.5’ i.e.=17.0’i.e.=18.5’ i.e.=18.0’ i.e.=18.0’ x x x x x x x x x x x x x x x x x x x x x x x x x x x i.e.=19.5’ i.e.=18.0’ i.e.=17.0’ i.e.=15.5’ i.e.=16.0’ i.e.=16.5’ i.e.=17.0’ i.e.=17.5’ i.e.=14.5’ i.e.=14.0’ i.e.=15.0’ i.e.=15.5’ i.e.=16.0’ i.e.=16.5’ i.e.=18.5’ i.e.=18.0’ i.e.=18.0’ i.e.=17.5’ i.e.=17.5’ i.e.=16.5’ i.e.=17.5’ i.e.=18.0’ i.e.=18.7’ i.e.=19.2’ i.e.=19.8’ i.e.=20.4’ i.e.=14.6’ i.e.=17.7’ i.e.=17.1’ i.e.=16.5’ i.e.=16.0’ i.e.=15.5’x i.e.=18.0 x

N 766,206.02

E 1,017,773.17

N 766,866.73

E 1,016,251.91

N 766,816.02

E 1,016,235.25

N 767,206.63

E 1,014,966.44

N 767,180.69

E 1,014,433.35

N 766,928.41

E 1,014,470.47 x x

WEIR 13B-1

C O

N T

M E

E A

X-06

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

WEIR 14A-1

WEIR 14A-2

WEIR 14A-3

BIRD ISLAND

FINGER DIKE

THIS PORTION OF FINGER DIKE REMOVED

NOTES:

1. 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.

0+00

5+00

10+00

15+00

20+00

115+00

120+00

125+00

130+00

135+00

140+00

145+00

150+00

155+00

160+00

165+00

170+00

5+00

10+00

15+00

0+00

2. DATUM: MLLW EPOCH 1983-2001, XY= NAD83 GA EAST.

400 400 800 1600

X-07

C O

N T

M E

E A

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

WEIR 14B-3

WEIR 14B-4

BIRD ISLAND

WEIR 14B-2WEIR 14B-1

BOAT RAMP

REMOVED

SAVANNAH

VER

WEST

EAST

WEIR

0+00 0+00

5+00

10+00 10+00

15+00 15+00

20+00

25+00 25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

0 1

140+00

165+00

170+00

175+00

180+00

185+001

NOTES:

1. 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.

2. DATUM: MLLW EPOCH 1983-2001, XY= NAD83 GA EAST.

1600800400400

N T

M E

X-08

J O

N E S /O

Y S T E

R B

2 3

4 5

D E

S C

N D

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

SCALE: 1"=400’

1600800400400

NOTES:

1. 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.

0+000+00

5+00

0 7

VERTICAL DATUM IS MLLW, (EPOCH 1983-2001)

2. HORIZONTAL COORDINATES ARE NAD83, GA EAST.

M A

E E

T a n d a ll C

M il le r, P

21006

WEIR JOI-1

WEIR JOI-2

WEIR JOI-3

BIRD ISLAND

WEIR JOI-4

WEIR JOI-5

WEIR JOI-6

BIRD ISLAND

NOTES:

1. 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.

NOTES:

1. 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.

.dgn

1"=300’

NOTES:

1. 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.

.dgn

1"=300’

NOTES:

1. 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.

0 1 0 1

0 2

X-09

J O

N E S

Y S T E

R B

E D

C O

N T

M E

E A

2. DATUM: MLLW EPOCH 1983-2001, XY= NAD83 GA EAST.

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

M A

E E

M A

E E

NOTES:

1. 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.

300 0 300 600 900

SCALE: 1"=300’

WEIR JOI-7

WEIR JOI-8

J O

N E S

Y S T E

R B

E D

X-10

C O

N T

M E

E A

2. DATUM: MLLW EPOCH 1983-2001, XY= NAD83, GA EAST.

2 3

4 5

D E

S C

N D

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

DEPARTMENT OF THE INTERIOR PROPERTY

APPROXIMATE LOCATION OF DOI PROPERTY LINE

GA DOT

-20

-14

-12

-10

-6

-2

LEGEND

N 756000

N 754000

N 752000

N 750000

N 748000

N 746000

N 744000

N 742000

N 740000

S A V A N N A H

R I V E R

ISLAND

O C E A N

BIRD ISLAND

TURTLE

ISLAND

NOTES:

SOUTH CAROLINA

GEORGIA

S A V A N N A H

R I V E R

JONES

ISLAND

A T L A N T I C

O C E A N

TURTLE

ISLAND

800 400 800 16000

SCALE IN FEET

800 400 800 16000

SCALE IN FEET

OCEAN FLOOR CONTOURS

STATE LINE

JONES / OYSTERBED CONTOURS

OFFSHORE

VERTICAL DATUM IS MEAN LOWER LOW WATER, EPOCH 1983-2001.

STATE LINE IS APPROXIMATE AND PROVIDED FOR INFORMATION PURPOSES ONLY.

GRID CORRESPONDS TO 1983 STATE PLANE NORTH AMERICAN DATUM, GEORGIA EAST ZONE.

U.S. ARMY CORPS OF ENGINEERS, SAVANNAH DISTRICT, DATED 4-5 FEBRUARY 2003.

OCEAN FLOOR CONTOURS TAKEN FROM HYDROGRAPHIC SURVEYS PERFORMED BY THE

X-11

O F F S

H O

L A

P L

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

-40

0 -

-40

-40 -40

-35

-35-35 -35-35

-35

-30

-30-30-30

-30

-25

-25 -25

-25-25

-25

-25 -25

-25

-20

-2

-20

-20 -20-20

-20

5-1

-15

-15 -15

-15-15

-15 -15

-1

-10

-1

-10 -10 -10

-10

-5 -5 -5

-5

-5 -5 -5 -5

-5 -5

-5

-5 -

-5 -5

-5

-5 -5 -5 -5 -5

-5

EAST RIVER

A C

A D

E E

35 4679101112

0 0

0 0 0 000 0 00 0

0 0 0

0 0

0 0 0 0 0 0 0 0 0

0 0

0 0 0 0 0 0 0 0 0 0 0 0

A R

E A

A G

E A

T E

M P

O R

P O

E A

W E I R

T U

R T

V E

A N

D R

E W

L A

N D

ROCK JETTY

W E I R

EAST RIVER

TURNING BASIN

EAST RIVER

C O

N T

M E

R E

W S

L A

N D

X-12

TRANSITION TOE

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

SAMPSON

FLOOD

EBB

5 5 5

555555

5 5

5 55

5 5

5 5 5 5 5 5 5 5 5 5 5 5

55555555555

555555555555

101010

10 10

0 10

10 10

101010101010

P E

O U

E V

W E

O U

E V

W E

O U

E V

W E

A C

A D

E E

15 15

1515151515

202020

20 20

20 20 20 20 20 20

NOTES:

2. HORIZONTAL GRID - NAD83, GEORGIA EAST ZONE.

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.

1. VERTICAL DATUM - MLLW, EPOCH 1983-2001.

NEXTVIEW LICENSE 20080326 & 20080519

5 25

252525

2525252525

30 30

30 30 30 30 30

30 3

30 30

30 3

5 35

3535353535

35 35

5+0

30+00

35+00

40+00

45+00

50+00

0+0

E862000

E863000

E864000

E865000

E860000

E861000

E862000

E863000

E864000

E858000

E859000

E860000

E861000

115+00

120+00

125+00

130+00

135+00

140+00

145+00

ELEVATION +23.4’ MLLW

V E

175’ 225’

175’

ANDREWS ISLAND

E A

V E

CONTAINMENT AREA

ANDREWS ISLAND

1" =

SCALE: 1"=1600’

4800320016001600

T U

R T

E R

E A

E R

A T

L A

E A

RIVER

S. BRUNSWICK

J E

K Y

X-13

L A

N D

B R

U N

S W

G A

BIRD ISLAND

ST. SIMON ISLAND

JEKYLL ISLAND

BRUNSWICK GA

ANDREWS ISLAND

ST. SIMON SOUND

BRUNSWICK RIVER

N 420000

N 418000

E 859000

N 412000

ACADEMY CREEK

N 415000

N 410000

N 405000

N 400000

N 395000

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

NOTES:

2. HORIZONTAL GRID - NAD83, GEORGIA EAST ZONE.

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.

1. VERTICAL DATUM - MLLW, EPOCH 1983-2001.

NEXTVIEW LICENSE 20080326 & 20080519

D-01

O S

O T E

C T

S A

V A

N N

A H

G A

A S

H O

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

2.7:1

3:1

L E

V A

T I

L W

-20 0 20 40 60 80

-20

-10

-20

-60

18’

SLOPE PROTECTION TYPICAL SECTION

EXISTING GRADE

EL. 9

EL. 6.75

EL. -2.75

4’

5’

EL. 2.5

18" UNDERLAYER STONE

EXCAVATION LINE

9" BEDDING STONE

ENVIRONMENTAL LINE

EXCAVATED MATERIAL

BACKFILL WITH

TIDAL ZONE

FROM DIKE TOE

SLOPE TO DRAIN

EXCAVATED MATERIAL

BACKFILL WITH

FILTER STONE

BACKFILL WITH

6. SECTIONS OF TRANSITIONS AT ALIGNMENT ENDS TO EXISTING GRADE.

CONDITION UNDER THE CONTRACT CLAUSES.

FROM THIS SURVEY. DAILY CHANGES DUE TO THE RIVER ENVIRONMENT ARE CONSIDERED NORMAL AND WILL NOT CONSTITUTE A CHANGED

DYNAMIC RIVER ENVIRONMENT. SURFACE ELEVATIONS WITHIN THE TIDAL ZONE SHALL BE EXPECTED TO VARY FROM THE ELEVATIONS INDICATED

5. THE CONTRACTOR SHALL RECOGNIZE THAT THE PROJECT SITE IS LOCATED ALONG THE SAVANNAH RIVER SHORELINE AND IS AN ACTIVE AND

4. A REAL-TIME GPS SYSTEM SHALL BE UTILIZED ON ALL EQUIPMENT USED FOR PLACEMENT OF STONE WITHIN THE SPECIFIED STONE TEMPLATE.

3. TOE OF STONE SLOPE PROTECTION SHALL NOT EXTEND 50 FEET PAST THE ENVIRONMENTAL LINE (CURRENT TOE OF ERODING BLUFF) TOWARDS THE RIVER.

2. ZERO ON THE HORIZONTAL AXIS MARKS THE HORIZONTAL ALIGNMENT.

1. UNLESS OTHERWISE NOTED, TOP OF STONE ELEVATION ALONG THE PROPOSED REVETMENT ALIGNMENT IS AT ELEVATION 13.0 MLLW.

ARMOR STONE

COMPRESSOR

END OF HOSE TO HAVE

CONNECTION FOR AIR

2" DIAM. REINFORCED AIR

4’–

CONNECT AIR HOSE TO END

OF 12" PIPE TO ENSURE SEAL

HOSE, LENGTH VARIES

METAL POST TO

STORE 10’ OF HOSE

(NOT TO SCALE)

PLASTIC UNDERDRAIN WITH SOCK

DETAIL AT END OF THE MAIN TRUNK PIPE RUNS

(2’ MIN.)

BURY HOSE TO PREVENT DAMAGE

12" CORRUGATED PERFORATED

+1.0’ MLW

+9.0’ MLW

I.E.= +8.0’ MLW

GEOTEXTILE FABRIC

EXISTING GROUND

30 ELBOWS

GADOT TYPE 1 RIPRAP

NTS

12" OUTFALL PIPES

DETAIL FOR AIR HOSES ON ENDS OF 12" COLLECTOR PIPES

UNDERDRAIN DETAIL

CORRUGATED AND PERFORATED

18" MIN

4’ MIN.

8" MIN.

(AMERICAN DRAINAGE SYSTEMS 3300, OR EQUIVALENT)

UNDERDRAIN PIPE WITH GEOTEXTILE SOCK

OUTFALL DETAIL

DREDGE MATERIAL

AS REQUIRED

(TYP.)

WILL BE PLACED IN MARSH AREAS FOR THIS PURPOSE.

SURFACE ALONG ALL PORTIONS OF THE LOWER ACCESS ROAD. NO FILL

AND GRADE THE AREA TO ALLOW A MINIMUM OF 10 FOOT WIDE LEVEL

ACCESS ALONG THE LOWER ACCESS ROAD, THE CONTRACTOR WILL CLEAR

1. IN AREAS WHERE THE PIPELINE AND/OR MONITORING STATIONS LIMIT

D-02

D E

R D

THE RIVER, THE PIPE WILL NOT BE PERFORATED OR CORRUGATED.

AND CORRUGATED. BETWEEN THE 20’ SETBACK ALONG THE FRONT DIKE AND

2. THE PIPE FOR THE 8 AND 12-INCH UNDERDRAINS WILL BE PERFORATED

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

ELEVATIONS SHOWN ARE FOR A TYPICAL SECTION ONLY. ACTUAL ELEVATIONS MAY VARY

NOTE:

FOLLOWING ADDITIONAL REMEDIAL MEASURES SHALL BE TAKEN:

BE REPLACED WITH SANDY MATERIAL TO ORIGINAL GRADE. AFTER THE INITIAL REPLACEMENT OF SOFT MATERIALS, THE

EXCAVATED TO A DISTANCE 40 FEET TO EITHER SIDE OF THE PIPE (MEASURED PERPENDICULAR TO THE PIPE CENTERLINE) AND

BE REMOVED TO A DEPTH OF 3 FEET AND REPLACED WITH SATISFACTORY SANDY MATERIAL. SUCH MATERIALS SHALL BE

WEIRS. SOFT, WET, YIELDING MATERIALS UNSUITABLE FOR FOUNDATIONS SUPPORTING PIPES AND/OR EMBANKMENT FILL SHALL

SOFT FOUNDATION MATERIALS EXIST, SPECIAL MEASURES SHALL BE TAKEN TO ENSURE STABILITY OF OUTFALL PIPES AND

IN THE EVENT WEIRS ARE TO BE REPLACED AND WEIR OUTFALL PIPES ARE TO BE EXTENDED AND/OR PLACED IN AREAS WHERE

PECIAL CONSIDERATION FOR WEIR OUTFALL PIPE FOUNDATIONSS

CONTINUED THEREAFTER UNTIL THE EARTHWORK IS COMPLETED.

E. AFTER THE PIPE IS INSTALLED, THE FILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE AND

30 FEET OF HDPE PIPE LENGTH INSTALLED.

D. FOUNDATIONS FOR WEIR OUTFALL PIPES SHALL BE GRADED TO PROVIDE A MINIMUM CAMBER OF 12 INCHES FOR EVERY

TO THE EXTENT NECESSARY TO PLACE THE OUTFALL PIPE AND MAKE CONNECTIONS.

C. AFTER THE SURCHARGE HAS BEEN IN PLACE FOR A MINIMUM OF 30 DAYS, THE SURCHARGE FILL SHALL BE EXCAVATED

EXTENT AS SURCHARGE BEFORE THE PIPE IS INSTALLED.

B. ALL REQUIRED FILLS ADJACENT TO AND ABOVE THE PIPE SHALL BE TEMPORARILY PLACED TO THE FULL DESIGN

A. THE EXISTING PIPE AND WEIR DISCHARGE OUTLET(S) SHALL BE TEMPORARILY PLUGGED.

D-03

O S S

S E

C T

N S

A S

H O

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

0.0

CATWALK

DROP INLET

SLUICE

BAR REIF. STEEL - 249 LBS

WEIR FOUNDATION : CLASS A CONCRETE - 5.23 CY

TREATED TIMBER PILING - 140 LF

CATWALK LENGTH - 40 LF

48" EXISTING PIPE @ 2%

IE = 31.40

OFFSET = 141.14

IE = 29.23

OFFSET = 6.85

OFFSET = 0.70

IE = 14.52

45° ELBOW

EXIST. EL. 39.00

48" HDPE DRAIN PIPE @ 2%

FLANGE

REMOVE & RELOCATE

EXISTING ELBOW

48" STORM DRAIN PIPE - 150 LF

INLET SLUICE

EXISTING DROP

EXISTING CATWALK

35.0

CATWALK

DROP INLET

SLUICE

BAR REIF. STEEL - 249 LBS

WEIR FOUNDATION : CLASS A CONCRETE - 5.23 CY

TREATED TIMBER PILING - 140 LF

CATWALK LENGTH - 40 LF

48" EXISTING PIPE @ 2%

IE = 31.40

OFFSET = 141.14

IE = 29.23

OFFSET = 6.85

OFFSET = 0.70

IE = 14.52

45° ELBOW

EXIST. EL. 39.00

FLANGE

REMOVE & RELOCATE

EXISTING ELBOW

48" STORM DRAIN PIPE - 150 LF

INLET SLUICE

EXISTING DROP

EXISTING CATWALK

REMOVE UNUSED PORTION OF

EXISTING PIPE AND WEIR

1’-1.5’ CAMBER

40.0

30.0

20.0

-10.0

LCLC50100100150150

10.0

50 100

40.0

30.0

20.0

10.0

0.0

-10.0

50.0 50.0

Elev. = 46.00

X = 16.00

0 25012.5 12.5

SCALE: 1" = 12.5’ HORIZ

S C

A L

R T

TYPICAL WEIR REPLACEMENT

BAR

SIZE

1-3

1-5

1-7

2-2

2-11

ALL STYLES

#18

#14

#11

#10

A or G

HOOK

UNDER A or G HEADING ON BAR SCHEDULE.

FOR ANY PARTICULAR BAR WILL BE SHOWN

FOR ILLUSTRATION ONLY. ACTUAL HOOK STYLE

HOOK STYLES DETAILED ON THIS SHEET ARE

STYLE 6 = NO HOOK

STIRRUP AND TIE HOOK DIMENSIONS

GRADES 40-50-60 ksi

(TIES SIMILAR)

(approx)

HOOK

A or G

HOOK

(inches)

STIRRUPS

STYLE

2-1/2

1-1/2

6-1/2

4-1/2

6-1/2

5-1/2

4-1/2

3-3/4

2-1/2

SIZE

BAR

90° HOOK 135° HOOK

N d o r

H O

O o r

D E

T A I

L I

N G

D I

M E

N S I

O N

135°90°D I

M E

N S I

O N

D E

T A I

L I

N G A or G

2-1/2"

MIN

6d or

STIRRUP AND TIE HOOK

HOOK

A or G

ALL STYLES

SIZE

BAR

RECOMMENDED 90°

DETAILING

DIMENSION

o r

END HOOK DIMENSIONS

ALL GRADES

D = 6d FOR #3 THROUGH #8

D = 8d FOR #9, #10 AND #11

D = 10d FOR #14 AND #18

GRADE

40 ksi50-60-75 ksi

GRADES

BAR

SIZE

A or G J A or G J

2-3/4

3-1/2

4-1/2

5-1/4

6-1/4

1-8 1/2

2-3

1-0

1-1

1-2

2-2

2-11

11-1/4

1-0 3/4

1-2 1/4

1-6 1/2

2-3

1-3

1-5

1-7

2-2

2-11

STYLE

#18

#14

#11

#10

RECOMMENDED 180° END HOOK DIMENSIONS

MIN

2-1/2"

4d or

DIMENSION A or G

DETAILING HOOK

D = 10d FOR #14 AND #18

D = 8d FOR #9, #10 AND #11

D = 6d FOR #3 THROUGH #8

GRADES 50-60-75 ksi

D = 10d FOR #14 AND #18

D = 5d FOR #3 THROUGH #11

GRADE 40 ksi

RECOMMENDED 180° HOOKS

THAT PART OF BAR TYPE.

A DIMENSION SHOWN AS ZERO ON BAR SCHEDULE DELETES

SEE HOOK DETAILS FOR HOOK DESCRIPTIONS AND NOTES.

ALL RADII ARE OUTSIDE.

ALL DIMENSIONS ARE OUT TO OUT UNLESS NOTED.

NOTES:

H F

G A

TYPE 59

B C

PARABOLA

C J

STRAIGHT

PARABOLA

J C

PARABOLA

STRAIGHT

TYPE 58

STRAIGHT

PARABOLA

K F

PARABOLA

STRAIGHT

TYPE 57

STRAIGHT

PARABOLA

E D

F C

PARABOLA

STRAIGHT

TYPE 56

R=1/2 D

J H

B K

TYPE 52

STRAIGHT

PARABOLA

H C

PARABOLASTRAIGHT

TYPE 55

A PARABOLA

C B

PARABOLA G

TYPE 54TYPE 53

GSTRAIGHT PARABOLA

C R

TYPE 51

G A

C DDC

TYPE 50

TYPE 49

TYPE 48

TYPE 47

B C

TYPE 46

TYPE 45

IN PRICE BID FOR REINFORCEMENT STEEL.

SPACERS AND SPLICES SHALL BE INCLUDED

AND BOTTOM OF COLUMNS. COST OF CHANNEL

TOTAL NUMBER OF CLOSED TURNS AT TOP

AND WELDING 1-1/2 TURNS. PROVIDE "N" =

SPLICES MAY BE ACCOMPLISHED BY LAPPING

STEEL WIRE - ASTM DESIGNATION A-82

= 60 - SPIRAL IS MADE OF COLD DRAWN

DESIGNATION A-615

BILLET STEEL DEFORMED BARS - ASTM

= 40 - SPIRAL IS MADE OF GRADE 40

C = PITCH

CORE DIA

D = OUTSIDE

SPIRAL

N = NUMBER OF BEAMS OR WALLS

NUMBER OF D’s = N-1

NUMBER OF B’s = 2(N-1)

NUMBER OF C’s = N-2

TYPE 44

FBB D B CCBDB

NUMBER OF C’s = N-2

NUMBER OF B’s = 2(N-1)

NUMBER OF D’s = N-1

N = NUMBER OF BEAMS OR WALLS

TYPE 43

B D B C CBDB B D B F

FBDBB D B CCBDB

TYPE 42

TYPE 41

TYPE 40

TYPE 39

D E

TYPE 38

C B

TYPE 37

TYPE 36

B C

TYPE 35

TYPE 34

C D

TYPE 33

R C

TYPE 32

TYPE 31

A G

C DDC

TYPE 30

TYPE 29

RCIFL

C L

B D

R=C B

TYPE 28

TYPE 27

TYPE 26

G A

TYPE 25

E F

TYPE 24

TYPE 23

D C

R C

TYPE 17

TYPE 21

TYPE 20

TYPE 19

F z R

TYPE 18

TYPE 22

TYPE 16

C B C F

DCBC

TYPE 15

F D

TYPE 2

C D

B = CHORD

TYPE 13

LENGTH

TYPE 12

R C

TYPE 11

D O

TYPE 10

TYPE 9

C z

TYPE 8

D zO

TYPE 7

E z

TYPE 6

TYPE 5

TYPE 4TYPE 3

TYPE 14

TYPE 1

LENGTH

D-04

N D

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

WEIR FOUNDATION

(TYP)

BEND 8" DOWN

EQUALLY SPACED

16-#5 BARS EACH WAY

NO. 5 BAR

3" CL

ELEVATION

1’-3" 6’-0" 1’-3"

8’-6"

1’-3"6’-0"1’-3"

PLAN

NOT TO SCALE

12" AT BUTT TIMBER PILE 25 FT LONG

FOR ALL 32 BARS

varies 8’-0" to 9’6"

FOR ADDITIONAL DETAILS, SEE WEIR PLANS

SEMI-CIRCULAR WEIR

SHOWN

DETAIL SPACED AS

ANCHORS SEE

WEIR BASE PLATE DETAILS

2" THICK HDPE BASE PLATE

BRACING

(2" THICK HDPE PIPE)

1’-6"

6’-8"

6" 6"1’-10" 1’-10"2’

NOT TO SCALE

10"

11" 11"

4’

�" x 4" x 76"

GALVANIZED STEEL PLATE

EXISTING

SHOWN

DETAIL SPACED AS

ANCHORS SEE

NOTES:

B E

D M

E N

CONCRETE ANCHOR BOLT DETAILS

2"x2"x�" GALVANIZED STEEL PLATE UNLESS SPECIFIED ELSEWHERE

WORKING LOAD 3,000 LBS

MIN PULL OUT STRENGTH 8,000 LBS

SET INTO EPOXY FILLED HOLE

GALVANIZED OR STAINLESS STEEL ANCHORS & BOLT (8 REQ’D)

1 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.

2 ALL CONCRETE SHALL BE CLASS "A", fc = 3000 PSI

3 ALL REINFORCEMENT SHALL BE GRADE 40, fy = 40,000 PSI

4 BAR REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH GEORGIA STANDARD 3601.

PILES SHALL BE DRIVEN IN TO THEIR FULL LENGTH OR TO 6 TON DRIVING RESISTENCE PER GADOT.

ALL PILES SHALL BE 12" TIMBER.

5 PILES SHALL BE TREATED AND DRIVEN PER GADOT SPECIFICATION .

D-05

W E

O U

N D

A T

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

WELDED

& SIDE CHANNEL

BOLT TO CENTER

@12" O.C.

MESH THREAD

4" WIDE OPEN

MANUFACTURER’S INSTRUCTIONS

DEVICE TO IN ACCORDANCE WITH

TO BOLT THE FALL PREVENTION

AT LOCATIONS OF ANGLE BRACES

PLATE TO FIRST STEP AND

WELD 2" x 3" GALVANIZED

BAR 4"X�" (TYP)

(FROM HDPE PLATE OR GALVANIZED STEEL)

OF ANGLE BRACING

AT EVERY LOCATION

TO ANGLE BRACING

BOLT OR WELD LADDER

GRATING

FIBER GLASS

ONE SIDE

EXTEND GRATING ON

SYMETRICAL

C4X7.25

LOCATIONS FOR BOLTING OR WELDING

PLATFORM STRUCTURE TO ANGLE BRACING

AND RISER

L 1�X 1 1/2X�

OF WEIR

AROUND TOP

HANDRAIL

TOP ONLY

CONTINUOUSLY WELDED AT

2" THICK BY 4" WIDE STIFFENER

HAND RAIL POST

SEE CATWALK DRAWING

1�" POSTS

WELDED TO BRACE

VERTICALLY AND

SPACED MAX 5’-0" O.C.

1. ALL METAL SHALL BE HOT DIPPED GALVANIZED.

D-06

EXISTING WEIR STRUCTURES (FOR INFORMATION ONLY)

GENERAL NOTES:

STUB END

FLANGE ADAPTER OR

TO PIPE

AND WASHERS

METAL BOLTS, NUTS

FLANGE

SLIP-ON METAL

RUBBER GASKET

OUTFALL PIPE

FLANGE WELDED

(48" HDPE)48" HDPE PIPE STUB

FURNISHED MOUNTING HARDWARE

EQUIVALENT) INSTALL WITH MFR

SYSTEM (SAF-T-CLIMB OR

MANUFACTURED FALL PREVENTION

ISOMETRIC VIEW

20"

SUPPORT

CENTER STOP LOG

BRACE @ 4’

L2x2x3/16

DRAWING NOT TO SCALE

PIPE JOINT DETAIL

LADDER STEP DETAIL

AROUND THE FLANGE AT STUB AND OUTFALL PIPE CONNECTION.

2. PLACE BOLTS WITH WASHERS AND NUTS IN EVERY BOLT HOLE

(F O

F O

R M

A T

L Y

A D

PRESSURE TREATED

3"TRIM TO FIT

STOPLOG DETAIL

FURNISHED MOUNTING HARDWARE

EQUIVALENT) INSTALL WITH MFR

SYSTEM (SAF-T-CLIMB OR

MANUFACTURED FALL PREVENTION

RISER)

AND BOTTOM OF

(FLUSH WITH TOP

BRACE @ 4’

L2x2x3/16

RISER WALL (2" thick)

S E

STOPLOG SUPPORT C4x7.25

COLUMN

W4x13

STOPLOG SUPPORT

2 3

4 5

D E

S C

N D

$$USERNAME$$

D G

N S

P E

Y S

U S

E R

N A

M E

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

NUMBER

V A

N N

T R

C O

N G

E E

R S

U S

A R

M Y

N G

T R

M E

S U

B M

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

T E

P L O

C A L E

M E

V A

N N

U N

S W

R B

O R S

G E

O R

P O

S A L

T E

N A

N C

E K

W W

C H

A W

H N B

C W

F E

B R

U A

R Y

ANTI-SEEP COLLAR DIMENSIONS AND SPACING

TYPE DISTANCE OUTSIDE

PIPE

SPACING ALONG

Y (ft)

FIXED

X (ft)

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 Nov 14, 2017.