W912HN-18-B-5002_AMD4_VOL1.pdf

A S S

H O

W N

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N

J S

C

S R

D

R N

H

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

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)

BAL.

BLDG.

BLK.

BOT.

BRG.

B.T.U.H.

CAB.

CAP.

CEM.

CER.

C.F.M.

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISH THERMO UNIT/HOUR

CABINET

CAPACITY

CIRCUIT BREAKER

CEILING DIFFUSER

CEMENT

CERAMIC

CUBIC FEET/MINUTE EA. EACH

E

AREA DRAIN

A.H.U.

ALT.

ALUM.

AMP., A.

APPROX.

ARCH.

A.T.C.

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

ABOVE FINISHED FLOOR

CKT.

L

CEIL.

CL.

CIRCUIT

CENTER LINE

CEILING

CLOSET

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.S.C.

C.T.

C.T.B.

C. TO C.

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

COLOR SYMBOL CODE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

CLEARCLR.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

D

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV'T

G.P.H.

G.P.M.

GR.

G.W.B.

H.

GAGE

GALLON

GALVANIZED

GOVERNMENT FURNISHED

EQUIPMENT

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUM WALL BOARD

HIGH

H.B.

H.C.

HT.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

LB.,#

LG.

HOSE BIBB

HOLLOW CORE

HEIGHT

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

JUNCTION BOX

JUNCTION

JOINT

KILOVOLT AMPERE

POUND

LONG

M.

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.

P.

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

PAPER

PARTITION

PER.

QTR.

QUAN.

R.

R.A.

RAD.

RD.

REG.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

PERIMETER

QUARTER

QUANTITY

RISER

RETURN AIR

RADIUS

ROUND

REGISTER

REINFORCING

REQUIRED

RETURN

RETURN GRILLE

ROOM

REVOLUTION/MINUTE

T.

TEL.

TEMP.

THK.

THD.

TOILET

W.

W/

WD.

W.D.

W.G.

WP.

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ. FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLY AIR

SCHEDULE

SECTION

SERVICE

SHEET

SAWED JOINT

SPECIFICATIONS

SQUARE FEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

S. SUPPLY

WOOD

WIDE FLANGE

WINDOW DIMENSION

WATT

WITH

WAINSCOATING

WATER GAGE

WEATHERPROOF

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

L

P M

N

Q

O

R

S

T

W

H

I

J

K

G

WC

WF

EXT.

EXIST.

EXTERIOR

EXISTING

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

F

EXP. JT

EXH.

E.W.C.

E.W.

EQUIP.

ELEC.

E.F.

EXPANSION JOINT

EXHAUST

ELECTRIC WATER COOLER

EACH WAY

EQUIPMENT

ELECTRIC

EACH FACE

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

HORSE POWER

HOUR

HEATING

HEATER

HEATING AND VENTILATING

HARDWARE

HYDRANT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

LTG. LIGHTING

LIGHTING PANELL.P.

L.L.V. LONG LEG VERTICAL

OL.

OPNG.

OPP.

O.S.D.

OVERLOAD

OPENING

OPPOSITE

OPEN SIGHT DRAIN

O.C. ON CENTER

L, PL.

PLBG.

PLYW'D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH GAGE

POINT

PAINTED

P

PREFORMED JOINT FILLERP.J.F.

TOIL.

TYP.

TOILET

TYPICAL

T.O.C.

T.O.F.

TOP OF CONCRETE

TOP OF FOOTING

V.

V.A.T.

VENT.

VERT.

VOLT

VINYL ASBESTOS TILE

VENTILATION

VERTICAL

VENT THRU ROOF

V

VTR

L H

A-101

SECTION OR DETAIL IS SHOWN

PLATE NUMBER ON WHICH

VIEW SECTION

ELEVATION IS SHOWN

PLATE NUMBER ON WHICH

TITLE WHERE DETAIL IS SHOWN

A-101

SIM

B

A-101

SECTION SYMBOLS

BD.

BM.

C/B

C.D.

A

B

C

A.D.

A

A.O.

A.T.

A.F.F.

Z K

Z G -0

.d g n

IN

D

E X O

F D

R A

W

IN

G S

PVC PIPE

STAINLESS STEEL

NEOPRENE

SECOND STAGE CONCRETE

/2

/2

G-001

CSP CORRUGATED STEEL PIPE

STA. STATION

NUMBER IDENTIFICATION

SECTION LETTER OR DETAIL

SYMBOL WHERE TAKEN

DETAIL

IDENTIFICATION LETTER

ELEVATION/SECTION

ELEVATION/ SECTION SYMBOL

c

AC. ACRE/S

L.F. LINEAL FEET

SF SQUARE FEET

A.S. ARMOR STONE

WTR.

W.W.F.

WATER

WELDED WIRE FABRIC

W.S. WEIR STONE

WSE WATER SURFACE ELEVATION

TITLETITLESHEET ID SHEET ID

A N

S I

D

S - 507

S - 506

S - 505

S - 504

S - 503

S - 502

S - 501

S - 201

C - 504

C - 503

C - 502

C - 501

C - 319

C - 318

C - 317

C - 316

C - 315

C - 314

C - 313

C - 312

C - 311

C - 310

C - 309

C - 308

C - 307

C - 306

C - 305

C - 304

C - 303

C - 302

C - 301

C - 202

C - 201

C - 111

C - 110

C - 109

C - 108

C - 107

C - 106

C - 105

C - 104

C - 103

C - 102

C - 101

B - 607

B - 606

B - 605

B - 604

B - 603

B - 602

B - 601

B - 101

G - 003

G - 002

G - 001

G - 000

SIGN SCHEDULE

ATON DETAILS

SHORE PROTECTION WALLS CAP BEAM DETAILS

DIVERSION STRUCTURE CAP BEAM SHIM DETAILS

DIVERSION STRUCTURE CAP BEAM TIEDOWN AND CONSTRUCTION TOLERANCE

DIVERSION STRUCTURE CAP BEAM DETAILS

DIVERSION STRUCTURE END PILE DETAILS

DIVERSION STRUCTURE PLAN, PROFILE, AND GENERAL NOTES

"SOUTH" CANTILEVERED WALL TYPICAL SECTION 2

"SOUTH" CANTILEVERED WALL TYPICAL SECTION 1

"NORTH" CANTILEVERED WALL TYPICAL SECTION

TEMPORARY EROSION CONTROL MEASURE DETAILS

"NORTH" SHORELINE PROTECTION SECTIONS 6

"NORTH" SHORELINE PROTECTION SECTIONS 5

"NORTH" SHORELINE PROTECTION SECTIONS 4

"NORTH" SHORELINE PROTECTION SECTIONS 3

"NORTH" SHORELINE PROTECTION SECTIONS 2

"NORTH" SHORELINE PROTECTION SECTIONS 1

"SOUTH" SHORELINE PROTECTION SECTIONS 5

"SOUTH" SHORELINE PROTECTION SECTIONS 4

"SOUTH" SHORELINE PROTECTION SECTIONS 3

"SOUTH" SHORELINE PROTECTION SECTIONS 2

"SOUTH" SHORELINE PROTECTION SECTIONS 1

HARDENED CHANNEL SECTIONS 6

HARDENED CHANNEL SECTIONS 5

HARDENED CHANNEL SECTIONS 4

HARDENED CHANNEL SECTIONS 3

HARDENED CHANNEL SECTIONS 2

HARDENED CHANNEL SECTIONS 1

DIVERSION STRUCTURE CROSS SECTIONS 2

DIVERSION STRUCTURE CROSS SECTIONS 1

HARDENED CHANNEL OFFSET PROFILES

DIVERSION STRUCTURE / HARDENED CHANNEL PROFILE

EROSION CONTROL MEASURES

DA-2A DISPOSAL AREA

DREDGING PLAN

"NORTH" SHORE PROTECTION SHEETING PLAN

"SOUTH" SHORE PROTECTION SHEETING PLAN

McCOY'S CUT PLAN NORTH

McCOY'S CUT PLAN SOUTH

SITE PREPARATION "SOUTH" SHORE

EXISTING CONDITIONS

SURVEY CONTROL AND ON-SHORE WORK LIMITS PLAN

McCOY'S CUT OVERALL SITE PLAN

BORING LOGS THL-MCN-1, THL-MCN-2, THL-MCN-3

BORING LOGS THL-MCS-3, THL-MCS-3A

BORING LOGS THL-MCS-1, THL-MCS-2

BORING LOGS TH-MC-4

BORING LOGS TH-MC-3

BORING LOGS TH-MC-2, TH-MC-2A

BORING LOGS TH-MC-1,TH-MC-1A

GEOTECHNICAL BORE HOLE LOCATION PLAN

VICINITY AND LOCATION MAP

GENERAL NOTES

INDEX OF DRAWINGS

PROJECT TITLE SHEET

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

M

A Y

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D

2 3

C

4 5

A

B S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D E

S C

R

IP

T

IO

N D

A T

E

C O

N T

R A

C T N

O

SAVANNAH

OF ENGINEERS

US ARMY CORPS

S Y

M B

O L

B Y

C A

T E

G O

R Y C

O D

E

F Y P

N

M c C

O Y 'S C

U T D

IV

E R

S

IO

N S

T R

U C

T U

R E

G E

O R

G

IA

A

N D S

O U

T H C

A R

O L

IN

A

S A

V A

N N

A H

G E

O R

G

IA

S A

V A

N N

A H D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

H N -1

-B -5

X X

X X

X X -X

X -X -X

X X

X

C W

K

IS

S

U E D

A T

E

J U

L

ISSUED FOR CONSTRUCTION

S

IZ

E

L:\2012\12-055\CAD\Sheets\McCoysCut\ZKZG-001.dgn

7:33:44 AM

sean.fitzroy

SHEET ID

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G-002

A S S

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INSTALLED PER MANUFACTURER’S REQUIREMENTS, MAY BE USED IN LIEU OF SCDOT SILT FENCING.”

CONSTRUCTION. BIODEGRADABLE EROSION CONTROL BAGS EQUAL TO “FILTREXX” SEDIMENT CONTROL, 18-INCH BAG SIZE, FENCING THROUGHOUT THE CONSTRUCTION PERIOD AND ALSO REMOVAL UPON COMPLETION AND ACCEPTANCE OF THE UPLAND SURFACE RUNOFF FROM MIGRATING INTO THE SAVANNAH RIVER. WORK IS TO ALSO INCLUDE MAINTENANCE OF SILT CONTINUOUS SILT FENCE IS TO BE INSTALLED IMMEDIATELY UPLAND OF PROPOSED SHORELINE STABILIZATION TO PREVENT IN ACCORDANCE WITH SOUTH CAROLINA, DHEC STORM WATER MANAGEMENT FIELD MANUAL, 2005 OR CURRENT EDITION. A STORMWATER SUPPLEMENT (APRIL 2009) TO THE 2000 MANUAL, AS APPROPRIATE. EROSION CONTROL MEASURES ARE TO BE MANUAL, 2005 OR CURRENT EDITION, OR GEORGIA MANUAL FOR EROSION AND SEDIMENT CONTROL (2000) AND THE COASTAL EROSION CONTROL WORK IS TO BE IN ACCORDANCE WITH SOUTH CAROLINA DHEC STORM WATER MANAGEMENT FIELD 15.

GEORGIA 811 AND SC811. IF A UTILITY IS NOT NAMED, PLEASE CONTACT THEM DIRECTLY.

KEEPING IN MIND THE 2 FEET ALLOWANCE ON EITHER SIDE OF THE MARKINGS. NOT ALL UTILITIES ARE MEMBERS WITH THEIR UNDERGROUND FACILITY LINES. ONCE ANY EXISTING LINES HAVE BEEN MARKED, YOU MAY BEGIN CAREFULLY TO DIG, THEN SEND EITHER ONE OF THEIR EMPLOYEES OR A CONTRACT LOCATOR TO YOUR DIG SITE TO MARK THE LOCATION OF LOCATION OF THE DIGGING SITE AND NOTIFY MEMBER COMPANIES OF YOUR INTENT TO DIG. EACH MEMBER COMPANY WILL HTTP://WWW.SC1PUPS.ORG/PDF/WEBUSERGUIDE.PDF A GEORGIA 811 AND SC811 REPRESENTATIVE WILL RECORD THE CALL SC811 BY DIALING 811 OR (888) 721-7877, OR BY CONTACTING THEM THROUGH THE FOLLOWING WEBSITE ADDRESS:

NOTICE (NOT INCLUDING THE DAY OF THE CALL) PRIOR TO DIGGING, CALL GEORGIA 811 BY DIALING 811, OR (800) 282-7411, WORKING DAYS (NOT INCLUDING THE DAY OF CALL) BEFORE STARTING THE DIGGING WORK. AT LEAST 3 FULL WORKING DAY OR ONE CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR IS REQUIRED TO WAIT 3 FULL EARTH, ROCK OR OTHER MATERIALS IN OR ON THE GROUND REQUIRES THE EXCAVATOR TO CONTACT THE UTILITY COMPANY SOUTH CAROLINA AND GEORGIA STATE LAW REQUIRES ANY ACTIVITY THAT RESULTS IN THE MOVEMENT OR REMOVAL OF 14.

MATERIALS.

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY VARIANCES PRIOR TO COMMENCEMENT OF WORK OR PURCHASING ANY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. THE CONTRACTOR ANY UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY 13.

CLAY.

ADDED BY THE CONTRACTOR SHALL CONSIST OF A MIXTURE OF ABOUT 50 PERCENT SAND AND 50 PERCENT SILT OR SILTY WHEN THE DISPOSAL AREA 1N HAUL ROAD REQUIRES MAINTENANCE AND MAKEUP MATERIAL, ROAD TOPPING MATERIAL 12.

SOUTHERLY SHORELINE. THE EXISTING STOCKPILE LOCATION IS SHOWN ON SHEET C-104.

CONSTRUCTION FILL, BACKFILL MATERIAL SHALL BE TAKEN FROM EXISTING STOCKPILED DREDGE SOIL LOCATED ALONG THE NO FILL IS ANTICIPATED TO BE REQUIRED FOR CONSTRUCTION. IF ANY EARTH MATERIAL IS REQUIRED FOR USE AS 11.

SHOWN.

QUANTITIES OF STONE SHOWN ARE BASED ON THE TOTAL ROCK VOLUME REQUIRED TO OBTAIN THE CROSS SECTIONS 10.

TO CLEARING AND GRUBBING AS THIS AREA IS ALSO AFFECTED BY CONSTRUCTION METHODS.

EXCAVATION. THE CONTRACTOR IS ALSO TO MAKE HIS OWN DETERMINATION OF ALL QUANTITIES INCLUDING BUT NOT LIMITED WEATHER; CONTRACTOR EQUIPMENT SELECTION, ETC. MAY EACH AFFECT THE TOTAL VOLUME OF SOIL REQUIRED FOR TECHNIQUES, BURIED OR SUBMERGED STUMPS, LOGS AND ROOTS; LOCALIZED SOIL MAKEUP; GROUNDWATER CONDITIONS;

QUANTITIES ARE FURNISHED TO THE CONTRACTOR FOR INFORMATION ONLY. INDIVIDUAL CONTRACTOR CONSTRUCTION IN-PLACE BACKFILL VOLUMES ESTIMATED TO MEET CROSS SECTIONS SHOWN IN THE SECTION PLAN SHEETS. EXCAVATION SHORELINE CROSS SECTIONS. EARTHWORK CALCULATIONS HAVE BEEN FURNISHED AND SHOW IN-PLACE EXCAVATION AND OF EXCAVATION, AND DREDGING REQUIRED TO OBTAIN THE REQUIRED CROSS SECTIONS SHOWN ALONG THE RIVERBED AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS OWN ESTIMATE OF THE NUMBER OF TONS OF ROCK, CUBIC YARDS 9.

THROUGH THE TIME OF CONSTRUCTION.

DUE TO SETTLEMENTS WHICH MIGHT OCCUR BETWEEN THE TIME THE EXISTING CROSS SECTIONS WERE TAKEN AND SETTLEMENT, CONSOLIDATION, SHRINKAGE, ELASTIC DISTORTION, ETC. OR VARIATIONS IN THE EXISTING CROSS SECTIONS ON THE CONSTRUCTION PLANS. THE NEAT VOLUME DOES NOT INCLUDE ANY ADDITIONAL QUANTITY REQUIRED DUE TO VOLUME REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED SLOPE AND CHANNEL BOTTOM PROTECTION AS DEPICTED THE QUANTITIES SHOWN ON THE PLANS AND IN THE BID DOCUMENTS FOR ROCK PLACEMENT ARE THE NEAT OR TEMPLATE 8.

OR THE REPLACEMENT OF ANY DAMAGED DRAINAGE STRUCTURES AT THE DISPOSAL SITE.

STRUCTURES CROSSING THE HAUL ROADS. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE MAINTENANCE OF HAUL ROADS ASSUME PROPER RUNOFF OF WATER ALONG THE ROADWAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DRAINAGE REQUIRED TO MAINTAIN THE DITCHES ALONG THE PROPOSED HAUL ROAD AND TO MAINTAIN A CROWN ON THE HAUL ROAD TO THE BEGINNING OF CONSTRUCTION. IF ROAD DAMAGE CAN BE ATTRIBUTED TO THE CONTRACTOR, A MOTOR GRADER WILL BE SHALL LEAVE ANY PRE-EXISTING ROADS IN AS GOOD A CONDITION UPON COMPLETION OF THE CONTRACT AS IT WAS PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EXISTING HAUL ROADS AT DISPOSAL AREA 1N AND 7.

SHARED DISPOSAL AREA 1N SHALL ALSO BE COORDINATED THROUGH THE CONTRACTING OFFICER’S REPRESENTATIVE.

ANY AND ALL SHARED MAINTENANCE TASKS SUCH AS THOSE FOR MAINTENANCE OF MUTUALLY USED HAUL ROADS OR 6.

NOT BE CONSIDERED FOR ANY ADDITIONAL PAYMENT BY THE GOVERNMENT.

CONTRACTOR’S OPERATIONS AS A RESULT OF SHARED USE WILL BE THE RESPONSIBILITY OF THE CONTRACTORS AND SHALL CONTRACTING OFFICER WILL BE BINDING ON ALL PARTIES CONCERNED. ANY CHANGES AND/OR MODIFICATIONS TO OFFICER WHO WILL THEN MAKE A DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE DISPUTES OR DISAGREEMENTS ARISING FROM AREA USE SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY PROGRESS OF EACH INDEPENDENT CONSTRUCTION PROJECT. ANY DISPOSAL AREA 1N THROUGHOUT THE PROJECT TIMELINE. THE CONTRACTOR SHALL COORDINATE WORK WITH ANY OTHER THE CONTRACTOR IS TO BE AWARE THAT OTHER CONSTRUCTION ACTIVITY MAY BE UNDERWAY IN THE PROXIMITY OF 5.

THE EASTERLY SHORE OF THE SAVANNAH RIVER OPPOSITE THE GEORGIA PORTS FACILITY.

1N, NEAR STATION 93+000, IS APPROXIMATELY 3 MILES NORTHWEST OF THE TALMADGE MEMORIAL BRIDGE AND LIES ALONG ROADWAYS FROM THE HUTCHINSON ISLAND TALMADGE MEMORIAL BRIDGE EXIT. THE DOWNSTREAM END OF DISPOSAL AREA DISPOSED OF AT THE HUTCHINSON ISLAND DISPOSAL AREA 1N. DISPOSAL CELL 1N CAN BE ACCESSED VIA SURFACE DREDGE MATERIAL FROM THE McCOY’S CUT DIVERSION STRUCTURE PROJECT CAN, AT THE CONTRACTOR’S OPTION, BE 4.

PERSONNEL TO MONITOR SITE ACCESS FOR THE LOCATION WHILE WORK IS UNDERWAY AT THE SITE.

SUPPLIES, AND MANPOWER AT ALL TIMES. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND STAFFING RIVER. CONTRACTORS ARE TO TAKE PROTECTIVE MEASURES AS THEY DETERMINE HOW TO PROTECT THEIR EQUIPMENT, THE CONTRACTOR IS TO BE AWARE THAT THE PROJECT SITE IS OPEN TO THE GENERAL PUBLIC VIA BOATS ON THE SAVANNAH 3.

ONSHORE WORK IS TO BE MINIMIZED AND LIMITED TO APPROVED WORK AREAS DESIGNATED ON THE CONSTRUCTION PLANS.

UPLAND AREAS INCLUDED WITHIN THE PROJECT WORKSITE ARE PART OF THE SAVANNAH NATIONAL WILDLIFE REFUGE. 2.

BURTON MOORE AT TEL: (912) 652-6086.

PORT WENTWORTH. DURING THE BIDDING PROCESS, CONTRACTORS ARE TO COORDINATE SITE ACCESS BY CONTACTING MR.

WITH SPECIFIC SITE ISSUES. THE SITE IS ONLY ACCESSIBLE FROM WATER AND IS APPROXIMATELY 5 MILES DISTANT FROM IT IS RECOMMENDED THAT CONTRACTORS BIDDING ON THIS PROJECT VISIT THE SITE PRIOR TO BIDDING TO GAIN FAMILIARITY 1.

GENERAL NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D

2 3

C

4 5

A

B S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D E

S C

R

IP

T

IO

N D

A T

E

C O

N T

R A

C T N

US ARMY CORPS

S Y

M B

O L

B Y

C A

T E

G O

R Y C

O D

E

F Y P

N

M c C

O Y 'S C

U T D

IV

E R

S

IO

N S

T R

U C

T U

R E

G E

O R

G

IA

A

N D S

O U

T H C

A R

O L

IN

A

S A

V A

N N

A H

G E

O R

G

IA

S A

V A

N N

A H D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

H N -1

-B -5

X X

X X

X X -X

X -X -X

X X

X

C W

K

IS

S

U E D

A T

E

J U

L

ISSUED FOR CONSTRUCTION

S

IZ

E

L:\2012\12-055\CAD\Sheets\McCoysCut\ZKZG-002.dgn

7:33:11 AM

sean.fitzroy

SHEET ID

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D

2 3

C

4 5

A

B S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D E

S C

R

IP

T

IO

N D

A T

E

C O

N T

R A

C T N

US ARMY CORPS

S Y

M B

O L

B Y

C A

T E

G O

R Y C

O D

E

F Y P

N

M c C

O Y 'S C

U T D

IV

E R

S

IO

N S

T R

U C

T U

R E

G E

O R

G

IA

A

N D S

O U

T H C

A R

O L

IN

A

S A

V A

N N

A H

G E

O R

G

IA

S A

V A

N N

A H D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

H N -1

-B -5

X X

X X

X X -X

X -X -X

X X

X

C W

K

IS

S

U E D

A T

E

J U

L

ISSUED FOR CONSTRUCTION

S

IZ

E

L:\2012\12-055\CAD\Sheets\McCoysCut\ZKZG-003.dgn

7:32:33 AM

sean.fitzroy

SHEET ID

SOUTH CAROLINA

GEORGIA

S COLUMBIA AVE

GEORGIA 21

GEORGIA 405

I-95

ALLIGATOR ALLEY

SOUTH CAROLINA 170

SPEEDWAY BLVD

US 17

WHYTE HARDEE BLVD

US 17

JASPER HWY

I-95

SAVANNAH RIVER

MAIN ST

SOUTH CAROLINA 46

FREEDOM PKWY

SOUTH CAROLINA 170

JASPER HWY

I-95

SAVANNAHSAVANNAH

PORT WENTWORTH

SEE SHEET C-101

PROJECT SITE

DISPOSAL SITE 1N

N. COASTAL HWY

GEORGIA 25

P

N

R N

H

S R

D

B S

T

Z K

Z G -0

.d g n

/2

/2

G-003

A S S

H O

W N

L O

C A

T

IO

N M

A P

V

IC

IN

IT

Y A

N D

N

0 20000'10000'

SCALE:1"=10000'

A N

S I

D

E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

M

A Y

-20

-16

-14

-14

-12

-12

-12

-10

-10

-8

-8

-8

-8

-8

-6

-6

-6

-4

-4

-4

-4 -4-4

-4-4

-2

-2

-2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D

2 3

C

4 5

A

B S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D E

S C

R

IP

T

IO

N D

A T

E

C O

N T

R A

C T N

US ARMY CORPS

S Y

M B

O L

B Y

C A

T E

G O

R Y C

O D

E

F Y P

N

M c C

O Y 'S C

U T D

IV

E R

S

IO

N S

T R

U C

T U

R E

G E

O R

G

IA

A

N D S

O U

T H C

A R

O L

IN

A

S A

V A

N N

A H

G E

O R

G

IA

S A

V A

N N

A H D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

H N -1

-B -5

X X

X X

X X -X

X -X -X

X X

X

C W

K

IS

S

U E D

A T

E

J U

L

ISSUED FOR CONSTRUCTION

S

IZ

E

L:\2012\12-055\CAD\Sheets\McCoysCut\ZIBC-109.dgn

7:30:06 AM

sean.fitzroy

SHEET ID

-17

-17

-17 -17

-17

-17

-17-17

-16

-16

-16

-16 -16 -16

-16

-16

-16

-15

-15

-15

-15

-15-15-15-15

-15

-15

-15

-15 -15 -15 -15

-14

-14

-14 -14 -14

-14

-14

-14-14-14

-13

-13

-13-13

-13

-13

-13

-13

-13

-13

-13 -13

-12-12-12

-12

-12

-12

-12

-12 -12 -12

-11-11

-11 -11

-11

-11 -11

-11

-11 -11

-10

-10

-10 -10-10-10-10

-10

-10

-10

-10 -10 -10 -10 -10

-10 -10 -10

-9-9-9

-9 -9

-9 -9-9-9

-9

-9

-9

-9

-9 -9 -9 -9

-9

-9

-9

-8

-8 -8

-8 -8

-8-8

-8

-8

-8

-8 -8 -8

-8 -8

-8

-8

-8 -8

-7

-7 -7

-7 -7

-7 -7

-7

-7

-7

-7 -7

-7 -7

-7 -7

-7

-7 -7 -6

-6 -6

-6 -6

-6 -6

-6

-6

-6

-6

-6 -6

-6 -6

-6 -6

-5 -5

-5 -5

-5

-5

-5

-5

-5

-5

-5

-5

-5 -5

-5 -5

-5 -5

-5

-4

-4

-4

-4

-3

-3

-3

-3

-2

-2

-2

-1

-1

-1

12+0013+0014+0015+0016+0017+0018+00

S A

V A

N N

A H R

IV

E

A

S

H O

W N

R P

N

R N

H

S R

D

B S

T

/2

/2

Z

IB

C -1

.d g n

60'

SCALE:1"= 30'

0 30'

F L

O W

B

C-302

B

C-303

C

C-201

A

Know what'sbelow.

before you dig.Call

R

LIMIT OF HARDENED CHANNEL DREDGING

N

LIMIT OF HARDENED CHANNEL (TYP.)

SAVANNAH RIVER

APPROXIMATE C/L

CHANNEL DREDGING

LIMIT OF HARDENED

D R

E D

G

IN

G P

L A

N

C-109

VARIES

SLOPE

0.0%20.0%

:1 S

L O

P E T

Y P

T

Y P

T

Y P

:1 S

L O

P E T

Y P

J

C-202

K

C-202

SEE SHEET C-105

DIVERSION STRUCTURE

PROPOSED FLOW

1.4%±

"A" LINE

E 971509.09 N 810914.46

STA. 18+20.00

POE "A" LINE EL -17.00 MLLW

E 971870.26 N 810460.67

EL -17.00 MLLW

E 971820.72 N 810432.35

EL -17.00 MLLW

E 971911.69 N 810529.08

EL -17.00 MLLW

E 971914.95 N 810519.95

EL -17.00 MLLW

E 971687.06 N 810570.44

EL -13.00 MLLW

E 971674.60 N 810586.09

EL -17.00 MLLW

E 971804.42 N 810663.86

EL -9.00 MLLW

E 971611.36 N 810906.40

EL -9.00 MLLW

E 971494.00 N 810812.99

EL -3.00 MLLW

E 971467.49 N 810846.30

EL -3.00 MLLW

E 971576.22 N 810950.52

EL -3.00 MLLW

E 971548.23 N 810916.08

SEE SHEET C-106

SHORE PROTECTION

PROPOSED NORTH

HARDENED CHANNEL C/L

EXISTING GRADE (VARIES)

2'

1VARIES

TYPICAL DREDGING SECTION

VARIES75'75'VARIES

1" = 15'

DREDGED BOTTOM (VARIES)

2'

A

SEE SHEET S-506

DOUBLE-SIDED SIGN.

NAV. LIGHT AND

3 PILE DOLPHIN W/

EL -17.00 MLLW

E 971805.99 N 810430.02

EL -17.00 MLLW

E 971794.348 N 810435.672

EL -17.00 MLLW

E 971913.27 N 810512.43

EL -13.00 MLLW

E 971791.96 N 810679.51

STABILIZER AGGREGATE

GROUP 2, TYPE III. MOD

LIMIT OF GDOT AGGREGATE

HARDENED CHANNEL

PROPOSED 150' WIDE

AND REMOVED FROM SITE (TYP.)

MATERIAL TO BE DREDGED

ELEVATION MLLW (TYP)

UPON COMPLETION OF CONSTRUCTION, REMOVE TEMPORARY SIGNS.4.

SEE SHEET S-506 AND S-507.

FOR SIGN / DOLPHIN LOCATIONS AND TEMPORARY MANATEE SIGN DETAILS 3.

SIGN ON BANK IN APPROX. LOCATION SHOWN ON S-506.

AND DOLPHIN NO. 2. FIELD LOCATE / ATTACH ONE MANATEE AWARENESS

FIELD ATTACH ONE MANATEE AWARENESS SIGN EACH TO DOLPHIN NO. 1 2.

WATER-BASED CONSTRUCTION / DREDGING.

MANATEE AWARENESS SIGNS PRIOR TO THE INITIATION OF

PROVIDE AND MAINTAIN THREE EACH 3 FOOT BY 4 FOOT TEMPORARY 1.

TEMPORARY MANATEE SIGN NOTES:

A N

S I

D

M

A Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

PLACED ON SHORE OUTSIDE OF DESIGNATED WORK LIMITS.

NO FRESHLY DREDGED OR EXCAVATED MATERIAL IS TO BE2.

SEE VOLUME 2 SHEET GI104 FOR DISPOSAL AREA 1N INFORMATION.1.

NOTES: