B.08 - Drawings W912HN21B5000.pdf

SCHUMAN.LELAND.H.JR.1408147324

2021.03.18 09:27:26 -04'00'

WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2021.03.18 09:53:23 -04'00'

HENDREN.TRACY.LEE.1229932868

2021.03.18 10:31:01 -04'00'

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®of Engineers

US Army Corps k6enxjlh

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INDEX OF DRAWINGS

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TITLESHEET ID.

TITLETITLE

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 GENERAL LOCATION PLAN

GI003 GENERAL NOTES

GI004 DMCA 1N- OVERALL KEY MAP

B-001 CPT SOUNDING CHARTS AND NOTES

B-002 CPT SOUNDING LOGS

B-003 CPT SOUNDING LOGS

B-004 CPT SOUNDING LOGS

C-101 DMCA 1N PLAN - STA 0+00 TO 30+77 AND 76+86 TO 92+70 (0+00)

C-102 DMCA 1N PLAN - STA 30+77 TO 76+86

CS301 DIKE CROSS SECTIONS, STATIONS 0+00 TO 21+00

CS302 DIKE CROSS SECTIONS, STATIONS 24+00 TO 45+00

CS303 DIKE CROSS SECTIONS, STATIONS 48+00 TO 69+00

CS304 DIKE CROSS SECTIONS, STATIONS 72+00 TO 92+60

CS305 CROSS DIKE CROSS SECTIONS, STATIONS 100+00 TO 121+00

CS306 CROSS DIKE CROSS SECTIONS, STATIONS 100+124+00 to 128+89

CS307 ENTRANCE RAMP AT STATION 1+07

CS308 DREDGE PIPE RAMP AT STATION 60+86

CS309 DREDGE PIPE RAMP AT STATION 54+38

CS310 DREDGE PIPE RAMP AT STATION 74+20

CS311 DREDGE PIPE RAMP AT STATION 84+88

CS312 BIRD ISLAND DETAILS (FOR INFORMATION ONLY)

CS313 ROCK REVETMENT AREA CROSS SECTIONS 90+00 THROUGH 92+00

CS501 DIKE CENTERLINE ALIGNMENTS

CS502 BENCHING DETAIL

CS503 SETTLEMENT PLATE DETAILS (FOR INFORMATION ONLY)

CE001 EROSION, SEDIMENTATION, & POLLUTION CONTROL COVER

CG101 DMCA 1N DRAINAGE AREA MAP

CG102 DMCA 1N DRAINAGE AREA MAP

CE002 EROSION, SEDIMENTATION, & POLLUTION CONTROL PROJECT DESCRIPTION

CE003 EROSION, SEDIMENTATION, & POLLUTION CONTROL CHECKLIST

CE004 EROSION, SEDIMENTATION, & POLLUTION CONTROL NOTES

CE005 EROSION, SEDIMENTATION, & POLLUTION CONTROL NOTES

CE006 EROSION, SEDIMENTATION, & POLLUTION CONTROL NOTES

CE007 EROSION, SEDIMENTATION, & POLLUTION CONTROL USGS MAP

CE101 DMCA 1N ES&PC PLAN STA 0+00 TO 30+77, 76+86 TO 92+70(0+00)

CE102 DMCA 1N ES&PC PLAN STA 30+77 TO 76+86

CE400 DMCA 1N USDA SOIL REPORT AND LEGEND

CE401 DMCA 1N USDA SOIL MAP

CE402 DMCA 1N USDA SOIL MAP

CE501 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

CE502 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

CE503 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

CN301 TYPICALCROSS SECTION ROCK REVETMENTREPAIR

S-001 GENERAL NOTES

S-101 PLAN VIEW, 1N1 AND 1N2

S-102 PLAN VIEW, 1N-3 AND 1N-4

S-201 WEIR ELEVATIONS

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M A

R C

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Y B

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IV

E R

TYB

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Q U E E

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ISLANDS

EXPRESSWAY

N O . 8

N G

TON

ELB

A-M cQ

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IS

CUT

C

H A

N N

E L

QUARANTINE

COCKSPUR I.

R.

C. OF GA. R.R.

S .C .L R .R

S.C.L. R.R.

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B I R

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13B

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IV

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DISPOSAL AREA 12A

RIVER

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DISPOSAL AREA 14B

10-M

DISPOSAL AREA 14A

C

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

G E O R G I A

TYBEE

ISLAND

WILMINGTON

ISLAND

LA

ZARETTO

CR.

TYBEE LIGHTHOUSE

W

ILM

IN

GT

ON

R

IV

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WHITEMARSH

ISLAND

THUNDERBOLT

OATLAND

ISLAND

I S L

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U.S. HWY.

W I

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ISLAND

SO

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FT. PULASKI

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FT. JACKSON

KEMIRA, INC.

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SAVANNAH

ENGINEER

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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

R

VER

F

W R

IG

H T

RIV

ER

IN

A

S

ISLAND

JONES

AREA

DISPOSAL

R

TH

IS.

OYSTERBED

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

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

SERVICES

SAVANNAH MARINE

(OCEAN TERMINALS)

GEORGIA PORTS AUTHORITY

FIRESTONE RUBBER & LATEX CO.

INTERMARINE

SOUTHERN BULK INDUSTRIES

DISPOSAL AREA N

(ONSLOW NORTH)

O R

I

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"

N

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

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IT

S

OF

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

M

ID

D L E

R

IV

E R

S A V A N N A H

B A C

K

R

IV

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IV

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STEA

M B

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OLD L.

BACK

R.

RIFLE

CUT

TOMKINS BIRD ISLAND

ISLAND

HILTON HEAD

L

IT

T L E

M c C

O Y

U T

I

S

I L R

O A

D

C

INTAKE LOCATION

EXISTING WATER

P E

S

T O

S T

A

DRAKES CUT

MORAN

(PORT WENTWORTH GENERATING STATION)

SOUTHERN COMPANY/SAVANNAH ELECTRIC POWER CO.

INTERNATIONAL PAPER

WEYERHAUSER PULP & PAPER

(NOT IN CONTRACT)

U .S

H W

Y

WATER WELL

WATER WELL

HWY. NO. 170

DISPOSAL AREA 13A

SAVANNAH RIVER SHIPPING CHANNEL

DISPOSAL AREA DIKES

MAJOR HIGHWAY

ATLANTIC INTRACOASTAL WATERWAY

LEGEND

RAILROAD

JETTIES

GATE

ENTRANCE

MAIN

DMCA

BOAT RAMP

PROJECT LOCATION

AB

k6enxjlh

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GENERAL NOTES:

AREA LOCATIONS SHALL BE INCLUDED ON AS-BUILT DRAWINGS.

EXCAVATION(S) SHALL BE SHAPED TO DRAIN TOWARD EXISTING WEIR LOCATIONS. BURN

AT LEAST TWO FEET OF SOIL OBTAINED FROM ADJACENT AREAS. THE EARTH COVER AND

AIR-CURTAIN DESTRUCTOR. ALL REMNANTS LEFT AFTER BURNING SHALL BE COVERED WITH

SHALL BE BURNED WITHIN CONTRACTOR DETERMINED/COR APPROVED BURN AREAS USING AN

TREES, BRUSH, AND OTHER WOODY VEGETATION REMOVED DURING CLEARING OPERATIONS 10.

SPECIFICATION SECTION 31 00 00 EARTHWORK.

EARTHWORK. FOR ADDITIONAL EMBANKMENT CONSTRUCTION INSTRUCTIONS, SEE

IN HEIGHT PER WEEK, EXCEPT AS NOTED IN SPECIFICATION SECTION 31 00 00

THE RATE OF EMBANKMENT CONSTRUCTION SHALL BE NO MORE THAN ONE VERTICAL FOOT 9.

WILL NOT BE MADE UNLESS SPECIFICALLY AUTHORIZED BY THE CONTRACTING OFFICER.

TO DRAIN TOWARD THE WEIRS SHOWN ON PLATES GI004, C-101, AND C-102. EXCEPTIONS

EVENLY HARVESTED OVER THE DESIGNATED BORROW SITE. THE BOTTOM SHALL BE SLOPED

VERTICAL ON 3 HORIZONTAL, REGARDLESS OF LOCATION. ADDITIONALLY, BORROW SHALL BE

DIRECTED BY THE COR. BORROW AREA SIDE SLOPES SHALL NOT BE STEEPER THAN 1

WITHIN 60 FEET OF THE TOE OF THE PROPOSED DIKE EMBANKMENTS UNLESS OTHERWISE

C-101, AND C-102. NO MATERIAL SHALL BE EXCAVATED FOR EMBANKMENT CONSTRUCTION

THE DREDGED MATERIAL CONTAINMENT AREA BORROW LIMITS AS SHOWN ON PLATES GI004,

THE MATERIAL REQUIRED FOR THE DIKE EMBANKMENTS SHALL BE OBTAINED FROM WITHIN 8.

WILL NOT BE PAID FOR.

ACCEPTABLE TOLERANCES, AND/OR MATERIALS PLACED OFF OF THE REQUIRED ALIGNMENT

PLACED OUTSIDE OF THE DESIGN TEMPLATE, INCLUDING MATERIAL PLACED WITHIN

BEFORE SURVEY, THE FINAL SURVEY, AND THE DESIGN TEMPLATE. MATERIALS WHICH ARE

OF MATERIAL PLACED WITHIN THE DESIGN CROSS SECTION AS DETERMINED FROM THE

PAYMENT FOR DIKE AND ACESS RAMP EMBANKMENTS WILL BE BASED ON THE NEAT VOLUME 7.

BY THE CROSS SECTIONS OF THE EMBANKMENT.

OF CUBIC YARDS OF MATERIAL ACTUALLY REQUIRED TO OBTAIN THE PAY SECTION AS SHOWN

THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS OWN ESTIMATE OF THE NUMBER 6.

CONSTRUCTION. SUCH QUANTITIES ARE ESTIMATED IN THE AB BID ITEM.

THE EXISTING CROSS SECTIONS WAS PERFORMED THROUGH THE COMMENCEMENT OF

SECTIONS DUE TO SETTLEMENT WHICH MIGHT OCCUR BETWEEN THE TIME THE SURVEY FOR

SHRINKAGE, ELASTIC DISTORTION, ETC., OR VARIATIONS IN THE EXISTING CROSS

INCLUDE ANY ADDITIONAL QUANTITY THAT MAY RESULT FROM SETTLEMENT, CONSOLIDATION,

FOR THE CONSTRUCTION OF THE PROPOSED DIKE. THE (AA) NEAT VOLUME DOES NOT

'DIKE EMBANKMENT FILL FROM WITHIN DMCA' IS THE NEAT OR TEMPLATE VOLUME REQUIRED

THE QUANTITY SHOWN ON THE PLANS AND SPECIFICATIONS (AA BID QUANTITY) FOR 5.

CONTRACTING OFFICER SHALL BE BINDING ON ALL PARTIES CONCERNED.

DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE

BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER, WHO WILL THEN MAKE A

PROGRESS OF EACH. ANY DISPUTES OR DISAGREEMENTS THAT ARISE FROM AREA USE SHALL

SHALL COORDINATE WORK WITH OTHER CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY

OTHER CONTRACTORS MAY PERFORM WORK IN THE 1N DISPOSAL AREA. THE CONTRACTOR 4.

MATERIALS AND OTHER MAINTENANCE PURPOSES.

NEW DIKE AND THE BASE OF THE DMCA SHALL BE LEFT IN PLACE FOR FUTURE REMOVAL OF

STRUCTURES. AT LEAST ONE OF THE TEMPORARY HAUL ROAD ACCESS RAMPS BETWEEN THE

MAINTENANCE OF ACCESS ROADS OR THE REPLACEMENT OF ANY DAMAGED DRAINAGE

CROSSING THE ACCESS ROADS. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE

THE ROAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAINAGE STRUCTURES

ACCESS ROADS AND TO MAINTAIN THE CROWN TO ASSURE PROPER RUNOFF OF WATER ALONG

CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN THE DITCHES ALONG THE

USED. HE SHALL LEAVE ALL ROADS IN GOOD CONDITION UPON COMPLETION OF THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL ACCESS ROADS 3.

OF MANPOWER OR EQUIPMENT.

LOCKED AT ALL TIMES EXCEPT WHEN REQUIRED TO BE OPENED FOR THE IMMEDIATE PASSAGE

CONTRACTOR SHALL ENSURE THAT THE ACCESS GATE TO THE DISPOSAL AREA REMAINS

COASTAL HIGHWAY (STATE ROUTE 25) TO THE DREDGE MATERIAL CONTAINMENT AREA. THE

THE CONTRACTOR WILL BE ALLOWED ACCESS THROUGH THE ENTRANCE GATE OFF NORTH 2.

PROJECT SITE PRIOR TO BIDDING.

IT IS STRONGLY RECOMMENDED THAT CONTRACTORS BIDDING ON THIS WORK VISIT THE 1.

G E

N E

R A

L N

O T

GI003

ALONG THE NEW DIKE CENTERLINE.

FOR BETWEEN SETTLEMENT PLATES SPACED NO GREATER THAN 500 FEET APART AS MEASURED

BY THE FOLLOWING DAY. DISPLACEMENT / SETTLEMENT WILL ONLY BE MEASURED AND PAID

THE SETTLEMENT PLATES ON A WEEKLY BASIS AND PROVIDE THE SURVEY DATA TO THE COR

IMMEDIATELY AFTER DIKE CONSTRUCTION COMPLETION. THE CONTRACTOR SHALL SURVEY

GOVERNMENT IMMEDIATELY PRIOR TO PLACEMENT OF ANY FILL MATERIAL AND AGAIN

BETWEEN ORIGINAL AND FINAL SURVEYS. SETTLEMENT PLATES WILL BE READ BY THE

CALCULATED DISPLACED/SETTLED VOLUME WILL BE ADDED TO THE VOLUME CALCULATED

SETTLEMENT PLATES SHALL BE CONDUCTED IN THE PRESENCE OF THE COR. THE

THE MEASURED MOVEMENT OF PROPERLY INSTALLED SETTLEMENT PLATES. INSTALLATION OF

MATERIALS SUPPORTING THE NEW DIKE. ANY ADDITIIONAL PAYMENT WOULD BE BASED ON

TO THE GOVERNMENT TO RECEIVE PAYMENT FOR DISPLACEMENT/SETTLEMENT OF FOUNDATION

THE CONTRACTOR MAY ELECT TO INSTALL SETTLEMENT PLATES AT NO ADDITIONAL COST 14.

AND AT LEAST 1 FOOT UP THE SLOPE ABOVE THE TOP OF THE OUTFALL PIPE.

PIPE ON BOTH SIDES, EXTEND AT LEAST 7 FEET BEYOND THE END OF THE OUTFALL PIPE,

THE COR RIPRAP SHALL BE AT LEAST 2 FEET IN THICKNESS, EXTEND 8 FEET BEYOND THE

PLATES C-101 AND C-102 FOR SPECIFIED LOCATIONS. UNLESS OTHERWISE DIRECTED BY

THE DOUBLE OUTFALL PIPE FOR WEIRS 1N3 & 1N4, AND AT THE END OF PIPE RAMPS. SEE

THE PERIMETER DIKE AT WEIR LOCATIONS 1N1 AND 1N2, AT THE DISHARGE LOCATION OF

PLACE GA DOT TYPE 1 RIPRAP AT THE OUTFALL PIPE LOCATIONS ON THE EXTERIOR OF 13.

FURNISHED MATERIAL AS PART FO THIS CONTRACT.

EXISTING WEIRS AND ACCESS WALKS WILL BE REMOVED AND UTILIZED AS GOVERNMENT

ASSOCIATED RAMPS, AND IMPROVEMENT OF THE WEIR STRUCTURES AND ACCESS WALKS. THE

THIS SOLICITATION CONSISTS OF RAISING THE PERIMETER DIKE, CROSS DIKE, AND 12.

EPOCH 1983-2001.

UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN ARE MEAN LOWER LOW WATER (MLLW). 11.

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S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

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A

IS

IN

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M A

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IP_PWP:dms28458\z0gGI004.dgn

SF

CPT-01A

CPT-01C

CPT-02B

CPT-02C

CPT-03C

CPT-03B

CPT-04B

CPT-05C

CPT-05B

CPT-05A

CPT-06CCPT-06B

CONE PENETROMETER LOCATION

WETLAND DELINEATION

NEW DIKE ALIGNMENT

BORROW AREA LIMITS

SILT FENCE

0+00

0+00

WITH 1V:10H SIDE-SLOPES

2 ACRE (CREST) BIRD ISLAND

20 20

20 20 20 20

0+00

1+00

0+50

0 300 300 600FT

SCALE: 1''= 300'

E

E

E

N 788000N 788000

N 787000

E

E

E

N 785000N 785000

N 786000 N 786000

N 787000

RAISED ACCESS RAMP

ACCESS ROAD FROM N. COASTAL HWY

TO ELEV 33 MLLW

RAISED PERIMETER DIKE

PLATE C-101

PLATE C-102

31 00 00 EARTHWORK OF THE SPECIFICATIONS.

HOULIHAN BRIDGE. THE BENCHMARK IS ALSO LISTED IN SECTION

THE NEAREST BENCHMARK IS LOCATED NEAR THE WESTERN END OF 5.

(912) 652-5062

SAVANNAH DISTRICT

NED E. DURDEN AND PARTY

CORPS OF ENGINEERS

PARTY:

SURVEY

APRIL 14, 2020SURVEY:

DATES OF

SURVEY INFORMATION:4.

CONTOUR INTERVAL = 1 FT.3.

COORDINATE SYSTEM, EAST ZONE NAD83.

ALL COORDINATES ARE BASED ON THE GEORGIA STATE PLANE 2.

DRAWINGS.

EPOCH 1983-2001 DATUM UNLESS OTHERWISE NOTED ON THE

ALL ELEVATIONS ARE BASED ON MEAN LOWER LOW WATER (MLLW), 1.

NOTES:1N3 & 1N4

WEIRS

WEIR 1N2

WEIR 1N1

30303030

30 30 30 30 30 30

100+00

103+00

106+00

109+00

112+00

115+00

118+00

121+00

124+00

127+00

128+89

2+00

1+00

18+00

21+00

24+00

27+00

30+00

33+00

36+00

39+00

42+00

45+00

69+00

+0

+0

+0

81+00

84+00

87+00

90+00

1+05

2+232+23

0+68

SHOULD BE CONSIDERED APPROXIMATE.

THE REFERENCED PLANS AND ON THE INDIVIDUAL LOGS ARE NOT PRECISE, THEY

THE APRIL 14, 2020 SURVEY. SINCE THE LOCATIONS AND ELEVATIONS SHOWN ON

WERE INTERPOLATED FROM THE TWO-FOOT INTERVAL TOPO LINES GENERATED FROM

POSITIONING SYSTEM (GPS) DEVICE HAVING SUB-METER ACCURACY. ELEVATIONS

ESTABLISHED BY AN ENGINEER IN THE FIELD USING A HAND-HELD GLOBAL

MEAN LOWER LOW WATER (MLLW), EPOCH 1983-2001. CPT LOCATIONS WERE

DATUM 1983 (NAD 83) GEORGIA EAST AND THE ELEVATIONS SHOWN REFERENCE

6. COORDINATES SHOWN ON THE CPT SOUNDINGS REFERENCE NORTH AMERICAN

MATERIAL TYPE OF THE SOIL PENETRATED BY THE CONE.

DESCRIBED BY ROBERTSON AND CAMPANELLA (1990), WAS USED TO ESTIMATE THE

PERMEABILITY. THE RATIO OF TIP RESISTANCE AND SLEEVE FRICTION, AS

ENGINEERING PARAMETERS SUCH AS STRENGTH, COMPRESSIBILITY AND

RECORDED AND USED TO DETERMINE SOIL STRATIGRAPHY AND TO ESTIMATE SOIL

FRICTION AND PORE WATER PRESSURE. THE CPT DATA ARE ELECTRONICALLY

IS HYDRAULICALLY PUSHED THROUGH THE SOIL TO MEASURE TIP STRESS, SLEEVE

DURING A CPT SOUNDING, AN ELECTRONICALLY INSTRUMENTED CONE PENETROMETER

MEASURING PORE PRESSURES INDUCED IN THE SOILS AS THE CONE IS ADVANCED.

FRICTION SLEEVE AREA OF 23.25 SQUARE INCHES (150 cm?) AND IS CAPABLE OF

THIS EXPLORATION HAS A TIP AREA OF 1.55 SQUARE INCHES (10 cm?) AND A

CPT RIG IN GENERAL ACCORDANCE WITH ASTM D 5778. THE CONE USED DURING

5. THE CPT SOUNDINGS WERE PERFORMED BY A 20 TON TRACK-MOUNTED VERTEK

THE CPT LOGS.

BE CONSIDERED AS DIFFERING MATERIALLY FROM THE DESCRIPTIONS SHOWN ON

MATERIALS ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT

REACHES, LOCAL MINOR VARIATIONS IN CHARACTERISTICS OF THE SUBSURFACE

AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL

4. WHILE THE CPT SOUNDINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS

ON THE DATES THE CPT WERE PERFORMED.

SITE, MAY DIFFER FROM THE CONDITIONS ENCOUNTERED AT THE CPT LOCATIONS

GROUNDWATER CONDITIONS IN THE FUTURE, AND AT OTHER LOCATIONS ON THE

IN SUBSURFACE SOIL CONDITIONS, AND CONSTRUCTION OPERATIONS. THEREFORE,

LEVELS WILL FLUCTUATE WITH SEASONAL AND CLIMATIC VARIATIONS, VARIATIONS

NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED. GROUNDWATER

GROUNDWATER DATA IMPLIES THAT NO DATA IS AVAILABLE, BUT DOES NOT

REPRESENT GROUNDWATER ENCOUNTERED ON THE DATES SHOWN. ABSENCE OF

3. GROUNDWATER DEPTHS OR ELEVATIONS SHOWN ON THE CPT SOUNDING LOGS

2. FOR CPT SOUNDING LOGS, REFER TO PLATES B-002 THROUGH B-004.

TO PLATE GI004

1. FOR LOCATIONS OF CONE PENETROMETER TESTS (CPT SOUINDINGS), REFER

NOTES:

C P

T S

O U

N D

IN

H

A R

T S A

N D N

O T

B-001

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

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IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

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W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g b -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

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M C

A

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T S

O U

N D

IN

G L

O

B-002

N

S I

D

C H

E C

K E

D B

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D R

A W

N B

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IS

S

U E D

A T

E

L

D U

D L E

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L S

C H

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A N

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W

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IA

M S

SHEET ID

F

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E N

A M

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

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N N

O

D E

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IG

N E

D B

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A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

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D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g b -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

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M C

A

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M A

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IP_PWP:dms28458\z0gb-002.dgn

SHOWN ON PLATE GI004.

1. CPT LOCATIONS ARE

NOTES:

T S

O U

N D

IN

G L

O

B-003

N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

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IS

S

U E D

A T

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L

D U

D L E

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L S

C H

U M

A N

L

W

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L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g b -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

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M C

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M A

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IP_PWP:dms28458\z0gb-003.dgn

SHOWN ON PLATE GI004.

B-004

P

T S

O U

N D

IN

G L

O

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g b -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

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G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

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M C

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k6enxjlh

10-MAR-2021 09:09

c:\users\k6enxjlh\pw\sas\dms28458\z0gb-004.dgn

SHOWN ON PLATE GI004.

C A

N P

L

A

T

O

C-101

T

O

(0

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

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L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

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N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C -1

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

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C w k

S A

V A

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A H H

A R

B O

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G E

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IP_PWP:dms28458\z0gC-101.dgn

PLATE CS504.

5. FOR SETTLEMENT PLATE INFORMATION SEE

ACCORDANCE WITH PLATE CS503.

4. SILT FENCE SHALL BE PLACED IN

SPACINGS, SEE PLATES CS301 THROUGH CS304.

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

PROPOSED DIKE, SEE PLATE CS501.

2. FOR HORIZONTAL ALIGNMENT OF THE

1. FOR OVERALL KEY MAP, SEE PLATE GI004.

NOTES:

GRAPHIC SCALE

100' 100' 200'

SF

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

KEY MAP

C-101

C-102

OF SLOPE

NEW DIKE TOE

20 20

20 20 20 20

RETURN RADIUS = 35'

RETURN RADIUS = 35'

OF SLOPE

NEW DIKE TOE

RAISED ACCESS RAMP

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

STATION 84+88

RAMP AT

N 787000

N 788000

N 787000

N 788000

E

E

E

MATCH PLATE C-102

AND 1N4

WEIRS 1N3

BORROW AREA LIMITS

30303030

30 30 30 30 30 30

TOE OF SLOPE

NEW CROSS DIKE

100+00

103+00

106+00

109+00

112+00

115+00

EDGE OF CREST

NEW CROSS DIKE

18+00

21+00

24+00

27+00

30+00

+0

81+00

84+00

87+00

90+00

OF CREST

NEW DIKE EDGE

NOTE 13

PLATE GI003

LOCATION SEE

OF PIPE RAMP

ADDED AT END

RIPRAP TO BE

GA DOT TYPE 1

CN301 AND CS313 FOR DETAILS

THIS LOCATION SEE SHEETS

MEASURES TO BE ADDED AT

SHORELINE PROTECTION

C-102

M

C A

N P

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K E

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D R

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L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

L

IC

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A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C -1

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

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M C

A

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IP_PWP:dms28458\z0gC-102.dgn

PLATE CS504.

5. FOR SETTLEMENT PLATE INFORMATION SEE

ACCORDANCE WITH PLATE CS503.

4. SILT FENCE SHALL BE PLACED IN

SPACINGS, SEE PLATES CS301 THROUGH CS304.

3. FOR DIKE CROSS SECTIONS AT 300 FOOT

PROPOSED DIKE, SEE PLATE CS501.

2. FOR HORIZONTAL ALIGNMENT OF THE

1. FOR OVERALL KEY MAP, SEE PLATE GI004.

NOTES:

SF

NEW DIKE ALIGNMENT

LEGEND:

BORROW AREA LIMITS

SILT FENCE

TOE OF SLOPE

NEW CROSS DIKE

OF SLOPE

NEW DIKE TOE

FOR ADDITIONAL DETAILS.

SHOWN. SEE SHEET S-101

TO BE RELOCATED AS

WEIRS 1N1 AND 1N2

KEY MAP

C-101

C-102

0+00

STATION 60+86

RAMP AT

STATION 54+38

RAMP AT

STATION 74+20

RAMP AT

E

OF SLOPE

NEW DIKE TOE

0+00

BORROW AREA LIMITS

0+50

GRAPHIC SCALE

100' 100' 200'

OF SLOPE

NEW DIKE TOE

OF SLOPE

NEW DIKE TOE

N 786000

N 785000

N 786000

N 785000

E

E

E

E

SAV

ANNAH RIV

ER

MATCH PLATE C-101

WEIR 1N2

WEIR 1N1

118+00

121+00

124+00

127+00

128+89

1+00

33+00

36+00

39+00

42+00

45+00

69+00

+0

+0

1+05

0+68

OF CREST

NEW DIKE EDGE

OF CREST

NEW DIKE EDGE

SEE SHEET GI003 NOTE 13

WIER OUTFALL LOCATION

TO BE ADDED AT EACH

GA DOT TYPE 1 RIPRAP

SEE SHEET GI003 NOTE 13

PIPE RAMP LOCATION

TO BE ADDED AT END OF

GA DOT TYPE 1 RIPRAP

BIRD ISLAND

NOTE 13

SHEET GI003

LOCATION SEE

OF PIPE RAMP

ADDED AT END

RIPRAP TO BE

GA DOT TYPE 1

SEE PLATE GI003 NOTE 14

PIPE RAMP LOCATION

TO BE ADDED AT END OF

GA DOT TYPE 1 RIPRAP

EDGE OF CREST

NEW CROSS DIKE

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

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L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

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G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

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M C

A

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A

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IN

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M A

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H

E L

E V

A T I

L W

0 100-100

STA.0+00

E L

E V

A T I

L W

0 100-100

STA.3+00

E L

E V

A T I

L W

0 100-100

STA.6+00

E L

E V

A T I

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STA.9+00

E

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STA.12+00

E L

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STA.15+00

E L

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STA.18+00

E L

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STA.21+00

Fill Area: 557.77 SF Fill Volume: 0.00 CY

Fill Area: 617.14 SF Fill Volume: 6527.33 CY

Fill Area: 597.56 SF Fill Volume: 6748.33 CY

Fill Area: 595.25 SF Fill Volume: 6626.71 CY

Fill Area: 727.23 SF Fill Volume: 7347.15 CY

Fill Area: 598.60 SF Fill Volume: 7365.76 CY

Fill Area: 815.07 SF Fill Volume: 7853.75 CY

Fill Area: 958.88 SF Fill Volume: 9855.27 CY

CS301

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10-MAR-2021 11:00

IP_PWP:dms28458\z0gCS301.dgn

SCALE

20' 20' 40'

PROPOSED DIKE CREST DRAINS INTO THE DISPOSAL AREA AT A 2% SLOPE.2.

FINAL SIDE SLOPES OF THE PROPOSED DIKE ARE 3H:1V.1.

NOTES:

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

EL. 33.0'LC

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

A N

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C H

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K E

D B

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D R

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IS

S

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A T

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Y

L S

C H

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L

W

IL

L

IA

M S

SHEET ID

F

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B

C

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F

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2 3 4 5 6 7 8 9 10

S O

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IT

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N N

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A

M A

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IZ

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S U

B M

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T E

D B

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D A

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C O

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®of Engineers

US Army Corps

C A

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G O

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O g

C S .d g n

U .S

A R

M Y C

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P S O

F E

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IN

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D E

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IP

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N

S A

V A

N N

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IS

T R

IC

T

W

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P E A

V E

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D U

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C w k

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M C

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-B -5

READY TO ADVERTISE (RTA)

M A

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A T I

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0 100-100

STA.24+00

E L

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A T I

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0 100-100

STA.27+00

E L

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0 100-100

STA.30+00

E L

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0 100-100

STA.33+00

E

L E

V A

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0 100-100

STA.36+00

E L

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A T I

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0 100-100

STA.39+00

E L

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A T I

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0 100-100

STA.42+00

E L

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0 100-100

STA.45+00

Fill Area: 988.09 SF Fill Volume: 10816.48 CY

Fill Area: 987.57 SF Fill Volume: 10975.89 CY

Fill Area: 940.15 SF Fill Volume: 10709.55 CY

Fill Area: 908.15 SF Fill Volume: 10268.35 CY

Fill Area: 895.47 SF Fill Volume: 10020.15 CY

Fill Area: 862.36 SF Fill Volume: 9765.73 CY

Fill Area: 752.42 SF Fill Volume: 8970.97 CY

Fill Area: 795.82 SF Fill Volume: 8601.32 CY

CS302

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10-MAR-2021 11:00

IP_PWP:dms28458\z0gCS302.dgn

SCALE

20' 20' 40'

PROPOSED DIKE CREST DRAINS INTO THE DISPOSAL AREA AT A 2% SLOPE.2.

FINAL SIDE SLOPES OF THE PROPOSED DIKE ARE 3H:1V.1.

NOTES:

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

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L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

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B

C

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F

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2 3 4 5 6 7 8 9 10

S O

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IC

IT

A T

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N N

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A

M A

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B M

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T E

D B

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D A

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C O

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®of Engineers

US Army Corps

C A

T E

G O

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O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

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IN

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D E

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IP

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N

S A

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IS

T R

IC

T

W

O G

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T H

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P E A

V E

S A

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G A

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D U

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C w k

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IA

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B O

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M C

A

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IN

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F Y

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H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H

E L

E V

A T I

L W

0 100-100

STA.48+00

E L

E V

A T I

L W

0 100-100

STA.51+00

E L

E V

A T I

L W

0 100-100

STA.54+00

E L

E V

A T I

L W

0 100-100

STA.57+00

E

L E

V A

T I

L W

0 100-100

STA.60+00

E L

E V

A T I

L W

0 100-100

STA.63+00

E L

E V

A T I

L W

0 100-100

STA.66+00

E L

E V

A T I

L W

0 100-100

STA.69+00

Fill Area: 636.67 SF Fill Volume: 7958.28 CY

Fill Area: 727.48 SF Fill Volume: 7578.63 CY

Fill Area: 486.96 SF Fill Volume: 6746.93 CY

Fill Area: 658.71 SF Fill Volume: 6364.82 CY

Fill Area: 519.87 SF Fill Volume: 6547.66 CY

Fill Area: 504.30 SF Fill Volume: 5689.86 CY

Fill Area: 512.39 SF Fill Volume: 5648.27 CY

Fill Area: 412.30 SF Fill Volume: 5137.14 CY

CS303

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N S k6enxjlh

10-MAR-2021 11:00

IP_PWP:dms28458\z0gCS303.dgn

SCALE

20' 20' 40'

PROPOSED DIKE CREST DRAINS INTO THE DISPOSAL AREA AT A 2% SLOPE.2.

FINAL SIDE SLOPES OF THE PROPOSED DIKE ARE 3H:1V.1.

NOTES:

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

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IC

IT

A T

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N N

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N E

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A

M A

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S

IZ

E

S U

B M

IT

T E

D B

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D A

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C O

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®of Engineers

US Army Corps

C A

T E

G O

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O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

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IN

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IP

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S A

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IS

T R

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P E A

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G A

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D U

D L E

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C w k

S A

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B O

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G E

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IA

S A

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B O

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M C

A

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IK

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IN

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F Y

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H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H

E L

E V

A T I

L W

0 100-100

STA.72+00

E L

E V

A T I

L W

0 100-100

STA.75+00

E L

E V

A T I

L W

0 100-100

STA.78+00

E L

E V

A T I

L W

0 100-100

STA.81+00

E

L E

V A

T I

L W

0 100-100

STA.84+00

E L

E V

A T I

L W

0 100-100

STA.87+00

E L

E V

A T I

L W

0 100-100

STA.90+00

E L

E V

A T I

L W

0 100-100

STA.92+70

Fill Area: 422.32 SF Fill Volume: 4636.79 CY

Fill Area: 445.67 SF Fill Volume: 4822.20 CY

Fill Area: 406.56 SF Fill Volume: 4734.64 CY

Fill Area: 352.93 SF Fill Volume: 4219.39 CY

Fill Area: 331.48 SF Fill Volume: 3802.29 CY

Fill Area: 489.93 SF Fill Volume: 4563.44 CY

Fill Area: 490.51 SF Fill Volume: 5446.92 CY

Fill Area: 556.07 SF Fill Volume: 5228.10 CY

CS304

T

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E C

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10-MAR-2021 11:00

IP_PWP:dms28458\z0gCS304.dgn

SCALE

20' 20' 40'

PROPOSED DIKE CREST DRAINS INTO THE DISPOSAL AREA AT A 2% SLOPE.2.

FINAL SIDE SLOPES OF THE PROPOSED DIKE ARE 3H:1V.1.

NOTES:

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

EL. 33.0'LC

TOP WIDTH = 16.0'

CL EL. 33.0'

TOP WIDTH = 16.0'

CL EL. 33.0'

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

PROPOSED

EXISTING

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H

E L

E V

A T I

L W

0 100-100

STA.100+00

E L

E V

A T I

L W

0 100-100

STA.103+00

E L

E V

A T I

L W

0 100-100

STA.106+00

E L

E V

A T I

L W

0 100-100

STA.109+00

E

L E

V A

T I

L W

0 100-100

STA.112+00

E L

E V

A T I

L W

0 100-100

STA.115+00

E L

E V

A T I

L W

0 100-100

STA.118+00

E L

E V

A T I

L W

0 100-100

STA.121+00

Fill Area: 511.26 SF Fill Volume: 0.00 CY

Fill Area: 665.15 SF Fill Volume: 6535.63 CY

Fill Area: 725.40 SF Fill Volume: 7725.29 CY

Fill Area: 631.59 SF Fill Volume: 7538.85 CY

Fill Area: 606.75 SF Fill Volume: 6879.69 CY

Fill Area: 482.66 SF Fill Volume: 6052.29 CY

Fill Area: 506.25 SF Fill Volume: 5493.96 CY

Fill Area: 549.77 SF Fill Volume: 5866.77 CY

CS305

C R

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10-MAR-2021 11:00

IP_PWP:dms28458\z0gCS305.dgn

SCALE

20' 20' 40'

PROPOSED DIKE CREST DRAINS INTO THE DISPOSAL AREA AT A 2% SLOPE.2.

FINAL SIDE SLOPES OF THE PROPOSED DIKE ARE 3H:1V.1.

NOTES:

-2.0%

-2.0%

-2.0%

-2.0% -2.0%

-2.0%

-2.0%

-2.0%

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

TOP WIDTH = 16.0'

EL. 31.0'CL

PROPOSED

EXISTING

PROPOSED

EXISTING

E L

E V

A T I

L W

0 100-100

STA.124+00

E L

E V

A T I

L W

0 100-100

STA.127+00

E L

E V

A T I

L W

0 100-100

STA.128+89

Fill Area: 524.23 SF Fill Volume: 5966.65 CY

Fill Area: 474.02 SF Fill Volume: 5545.84 CY

Fill Area: 371.84 SF Fill Volume: 2958.65 CY

-2.0%

-2.0%

-2.0%

CL

TOP WIDTH = 16.0'

CL

TOP WIDTH = 16.0'

CL

TOP WIDTH = 16.0'

EL. 31.0'

EL. 31.0'

EL. 31.0'

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H

CS306

C R

O S

S D

IK

O S

S S

E C

T

IO

A T

O k6enxjlh

10-MAR-2021 11:00

IP_PWP:dms28458\z0gCS306.dgn

SCALE

20' 20' 40'

PROPOSED DIKE CREST DRAINS INTO THE DISPOSAL AREA TO THE EAST AT A 2% SLOPE.2.

FINAL SIDE SLOPES OF THE PROPOSED DIKE ARE 3H:1V.1.

GRAPHIC SCALE

30' 30' 60'

0+00 1+00 2+00 2+40

CROSS SECTIONS

E L

E V

M L

L W

0 100-100

STA.0+00

E L

E V

M L

L W

0 100-100

STA.0+30

E L

E V

M L

L W

0 100-100

STA.0+60

E L

E V

M L

L W

0 100-100

STA.0+90

E

L E

V

M L

L W

0 100-100

STA.1+20

E L

E V

M L

L W

0 100-100

STA.1+50

E L

E V

M L

L W

0 100-100

STA.1+80

E L

E V

M L

L W

0 100-100

STA.2+10

E L

E V

M L

L W

0 100-100

STA.2+23

CS307

D

IK

E S

T A

T

IO

N

T R

A N

C E R

A M

P

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H k6enxjlh

10-MAR-2021 11:01

IP_PWP:dms28458\z0gCS307.dgn

0+00

ENTRANCE RAMP AT DIKE STATION 1+07

PROFILE

1+00

2+00

2+232+23

PLAN

ENTRANCE RAMP AT DIKE STATION 1+07

2.5

CREST TO DRAIN

2.0% CROWN ON

APPROX. 9.1% SLOPE

RAMP

NEW DIKE EMBANKMENT

EXISTING GROUND

RAMP STATION 0+00

PROPOSED RAMP CONSTRUCTION

PROPOSED NEW DIKE CONSTRUCTION

EXISTING GROUND

RAMP STATION 2+23

LEGEND FOR CROSS SECTIONS AND PROFILE:

RAMP CENTERLINE ALIGNMENT COORDINATES:4.

RAMP SIDE SLOPES ARE 1V ON 2.5H.3.

TOP WIDTH OF RAMP IS 16 FEET.2.

THE PERCENTAGES OF APPROXIMATELY 50% SAND AND 50% SILT OR CLAY.

TOP 6 INCHES OF RAMP SHALL CONSIST OF A MIXTURE OF MATERIALS IN 1.

NOTES:

APPROXIMATELY 1100 CY.

VOLUME OF FILL REQUIRED FOR ENTRANCE RAMP CONSTRUCTION IS 6.

APRIL 2020. ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW).

EXISTING ELEVATIONS BASED ON SURVEY BY NED DURDEN AND PARTY DATED 5.

Z = 13.00 Y = 976776.83 X = 791705.61

Z = 33.16 Y = 976761.08 X = 791483.56

30' 30' 60'

CS308

D

IK

E S

T A

T

IO

N

E D

G E P

IP

E R

A M

P A

T

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H k6enxjlh

10-MAR-2021 11:01

IP_PWP:dms28458\z0gCS308.dgn

0+00

0 0+50

1+00

1+05

CROSS SECTIONS

DREDGE PIPE RAMP AT DIKE STATION 61+06

PROFILE

E L

E V

M L

L W

0 100-100

STA.0+00

E L

E V

M L

L W

0 100-100

STA.0+40

E L

E V

M L

L W

0 100-100

STA.0+80

E L

E V

M L

L W

0 100-100

STA.1+05

0+00 1+00 1+40

PLAN

DREDGE PIPE RAMP AT DIKE STATION 60+86

TO DRAIN

2.0% CROWN ON CREST

APPROX.14.4% SLOPE

NEW RAMP WITH

NEW DIKE EMBANKMENT

RAMP STATION 0+00 RAMP STATION 1+05

RAMP CENTERLINE ALIGNMENT COORDINATES:4.

RAMP SIDE SLOPES ARE 1V ON 3H.3.

TOP WIDTH OF RAMP IS 16 FEET.2.

THE PERCENTAGES OF APPROXIMATELY 50% SAND AND 50% SILT OR CLAY.

TOP 6 INCHES OF RAMP SHALL CONSIST OF A MIXTURE OF MATERIALS IN 1.

NOTES:

PROPOSED RAMP CONSTRUCTION

PROPOSED NEW DIKE CONSTRUCTION

EXISTING GROUND

LEGEND FOR CROSS SECTIONS AND PROFILE:

APPROXIMATELY 300 CY.

VOLUME OF FILL REQUIRED FOR DREDGE PIPE RAMP CONSTRUCTION IS 6.

ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW).

EXISTING ELEVATIONS BASED ON SURVEY DATED APRIL 14, 2020. 5.

GROUND

EXISTING

Z = 18.0 Y = 791650.79 X = 976744.34

Z = 33.16 Y = 791739.66 X = 976800.29

30' 30' 60'

0+00 1+00

D

IK

E S

T A

T

IO

N

CS309

R

E D

G E P

IP

E R

A M

P A

T

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H k6enxjlh

10-MAR-2021 11:01

IP_PWP:dms28458\z0gCS309.dgn

0+00

0+68

CROSS SECTIONS

DREDGE PIPE RAMP AT DIKE STATION 54+38

PROFILE

E L

E V

M L

L W

0 100-100

STA.0+00

E L

E V

M L

L W

E L

E V

M L

L W

0 100-100

STA.0+30

E L

E V

M L

L W

E L

E V

M L

L W

0 100-100

STA.0+60

E L

E V

M L

L W

E L

E V

M L

L W

0 100-100

STA.0+68

E L

E V

M L

L W

PLAN

DREDGE PIPE RAMP AT DIKE STATION 54+38

TO DRAIN

2.0% CROWN ON CREST

APPROX.16.3% SLOPE

NEW RAMP WITH

NEW DIKE EMBANKMENT

RAMP STATION 0+00 RAMP STATION 0+68

RAMP CENTERLINE ALIGNMENT COORDINATES:4.

RAMP SIDE SLOPES ARE 1V ON 3H.3.

TOP WIDTH OF RAMP IS 16 FEET.2.

THE PERCENTAGES OF APPROXIMATELY 50% SAND AND 50% SILT OR CLAY.

TOP 6 INCHES OF RAMP SHALL CONSIST OF A MIXTURE OF MATERIALS IN 1.

NOTES:

PROPOSED RAMP CONSTRUCTION

PROPOSED NEW DIKE CONSTRUCTION

EXISTING GROUND

LEGEND FOR CROSS SECTIONS AND PROFILE:

APPROXIMATELY 200 CY.

VOLUME OF FILL REQUIRED FOR DREDGE PIPE RAMP CONSTRUCTION IS 6.

ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW).

EXISTING ELEVATIONS BASED ON SURVEY DATED APRIL 14, 2020. 5.

GROUND

EXISTING

Z = 22.0 Y = 791668.6366 X = 976755.6021

Z = 33.16 Y = 791733.9932 X = 976775.4130

E L

E V

M L

L W

0 100-100

STA.0+00

E L

E V

M L

L W

0 100-100

STA.0+40

E L

E V

M L

L W

0 100-100

STA.0+73

GRAPHIC SCALE

30' 30' 60'

0+00 1+00

CS310

D

IK

E S

T A

T

IO

N

E D

G E P

IP

E R

A M

P A

T

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H k6enxjlh

10-MAR-2021 11:01

IP_PWP:dms28458\z0gCS310.dgn

+0

0 0

CROSS SECTIONS

DREDGE PIPE RAMP AT DIKE STATION 74+20

PROFILE

TO DRAIN

2.0% CROWN ON CREST

PLAN

DREDGE PIPE RAMP AT DIKE STATION 74+20

APPROX.20.2% SLOPE

NEW RAMP WITH

NEW DIKE EMBANKMENT

RAMP STATION 0+00 RAMP STATION 0+73

RAMP CENTERLINE ALIGNMENT COORDINATES:4.

RAMP SIDE SLOPES ARE 1V ON 3H.3.

TOP WIDTH OF RAMP IS 16 FEET.2.

THE PERCENTAGES OF APPROXIMATELY 50% SAND AND 50% SILT OR CLAY.

TOP 6 INCHES OF RAMP SHALL CONSIST OF A MIXTURE OF MATERIALS IN 1.

NOTES:

PROPOSED RAMP CONSTRUCTION

PROPOSED NEW DIKE CONSTRUCTION

EXISTING GROUND

LEGEND FOR CROSS SECTIONS AND PROFILE:

APPROXIMATELY 150 CY.

VOLUME OF FILL REQUIRED FOR DREDGE PIPE RAMP CONSTRUCTION IS 6.

ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW).

EXISTING ELEVATIONS BASED ON SURVEY DATED APRIL 14, 2020. 5.

GROUND

EXISTING

Z = 18.0 Y = 791663.7032 X = 976745.5787

Z = 33.16 Y = 791683.3440 X = 976815.5089

30' 30' 60'

E L

E V

M L

L W

0 100-100

STA.0+00

E L

E V

M L

L W

0 100-100

STA.0+40

E L

E V

M L

L W

0 100-100

STA.0+44

0+00 1+00

D

IK

E S

T A

T

IO

N

CS311

R

E D

G E P

IP

E R

A M

P A

T

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H k6enxjlh

10-MAR-2021 11:01

IP_PWP:dms28458\z0gCS311.dgn

84+00

CROSS SECTIONS

DREDGE PIPE RAMP AT DIKE STATION 84+88

PROFILE

TO DRAIN

2.0% CROWN ON CREST

PLAN

DREDGE PIPE RAMP AT DIKE STATION 84+88

GROUND

EXISTING

APPROX.20.8% SLOPE

NEW RAMP WITH

NEW DIKE EMBANKMENT

RAMP STATION 0+00 RAMP STATION 0+44

RAMP CENTERLINE ALIGNMENT COORDINATES:4.

RAMP SIDE SLOPES ARE 1V ON 3H.3.

TOP WIDTH OF RAMP IS 16 FEET.2.

THE PERCENTAGES OF APPROXIMATELY 50% SAND AND 50% SILT OR CLAY.

TOP 6 INCHES OF RAMP SHALL CONSIST OF A MIXTURE OF MATERIALS IN 1.

NOTES:

PROPOSED RAMP CONSTRUCTION

PROPOSED NEW DIKE CONSTRUCTION

EXISTING GROUND

LEGEND FOR CROSS SECTIONS AND PROFILE:

APPROXIMATELY 100 CY.

VOLUME OF FILL REQUIRED FOR DREDGE PIPE RAMP CONSTRUCTION IS 6.

ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW).

EXISTING ELEVATIONS BASED ON SURVEY DATED APRIL 14, 2020. 5.

Z = 24.0 Y = 791693.2035 X = 976786.2239

Z = 33.16 Y = 791689.7586 X = 976830.0681

ELEV.= 11 FT.(MLLW)

ELEV.= 11 FT.(MLLW)

ELEV.= 15 FT.(MLLW)

ELEV.= 15 FT.(MLLW)

0 100 200 300-100-200-300

0 100 200 300-100-200-300

ELEV.= 15 FT.(MLLW)

ELEV.= 11 FT.(MLLW)

ELEV.= 11 FT.(MLLW)

ELEV.= 15 FT.(MLLW)

PLAN

BIRD ISLAND IN SOUTHEAST PORTION OF THE SITE

SECTION (TYP)

BIRD ISLAND

A

ELEV.= 18.5 FT.(MLLW)

15'MIN.

10%

2% 2%

10%

167'+/-167'+/- 40'+/-40'+/-

15'MIN.

15'MIN.

10%

40'+/-

2%

167'+/-

ELEV.= 18.5 FT.(MLLW)

167'+/-

2%

40'+/-

10%

15'MIN.

SECTION (TYP)

BIRD ISLAND

B

CS312C-102

CS312C-102

GRAPHIC SCALE

100' 100' 200'

B

IR

D I S

L A

N D D

E T

IL

CS312

(F O

R I

N F

O R

M A

T

IO

N O

N L

Y

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

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M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

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R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

S A

V A

N N

A H H

A R

B O

R D

M C

A

N D

IK

E R

A

IS

IN

G

F Y

W

H N -2

-B -5

READY TO ADVERTISE (RTA)

M A

R C

H

B

C

D

E

F

G

2 31

A k6englrd

05-APR-2021 10:18

IP_PWP:dms28458\z0gCS312.dgn

CONSTRUCTION CONTROL POINTS

A

B

C-102CS312

CS312C-102

15.0 FT7851029717585

15.0 FT7851029714244

15.0 FT7849359715913

15.0 FT7852699715912

18.5 FT7851029715911

POINT EASTING NORTHING ELEV. (MLLW)

BIRD ISLAND CONSTRUCTION CONTROL POINTS

E L

E V

A T I

L W

E L

E V

A T I

L W

FEET

FEET

1N2

1N1

BACKFILL

BACKFILL

-10

E L

E V

M L

L W

0 10-100-200

STA.90+00

-10

E L

E V

M L

L W

-10

E L

E V

M L

L W

0 10-100-200

STA.90+50

-10

E L

E V

M L

L W

-10

E L

E V

M L

L W

0 10-100-200

STA.91+00

-10

E L

E V

M L

L W

-10

E L

E V

M L

L W

0 10-100-200

STA.91+50

-10

E L

E V

M L

L W

-10

E L

E V

M L

L W

0 10-100-200

STA.92+00

-10

E L

E V

M L

L W

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

LINE

EXCAVATION

EXISTING GROUND

PROPOSED DIKE

PROPOSED DIKE

PROPOSED DIKE

PROPOSED DIKE

PROPOSED DIKE

LINE

EXCAVATION

LINE

EXCAVATION

LINE

EXCAVATION

LINE

EXCAVATION

BACKFILL

BACKFILL

BACKFILL

FILTER STONE BACKFILL

STONE

18" UNDERLAYER

ARMOR STONE

9" BEDDING STONE

FILTER STONE BACKFILL

STONE

18" UNDERLAYER

ARMOR STONE

9" BEDDING STONE

FILTER STONE BACKFILL

STONE

18" UNDERLAYER

ARMOR STONE

9" BEDDING STONE

FILTER STONE BACKFILL

STONE

18" UNDERLAYER

ARMOR STONE

9" BEDDING STONE

FILTER STONE BACKFILL

STONE

18" UNDERLAYER

ARMOR STONE

9" BEDDING STONE

CL

CL

CL

CL

CL

DIKE

CL

(OFFSET 92' LT)

REVETMENT

CL

(OFFSET 92' LT)

REVETMENT

CL

(OFFSET 92' LT)

REVETMENT

CL

(OFFSET 92' LT)

REVETMENT

CL

(OFFSET 92' LT)

REVETMENT

DIKE

DIKE

DIKE

DIKE

CS313

T

H R

O U

G H

O

S S S

E C

T

IO

C K R

E V

E T

M E

N T R

E P

A

IR

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

L

D U

D L E

Y

L S

C H

U M

A N

L

W

IL

L

IA

M S

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O g

C S .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D E

S C

R

IP

T

IO

N

S A

V A

N N

A H D

IS

T R

IC

T

W

O G

L E

T H

O R

P E A

V E

S A

V A

N N

A H

G A

L

D U

D L E

Y

C w k

S A

V A

N N

A H H

A R

B O

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READY TO ADVERTISE (RTA)

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H k6enxjlh

30-MAR-2021 09:05

c:\users\k6enxjlh\pw\sas\dms28458\z0gCS313.dgn

ZONE

TIDAL

ZONE

TIDAL

ZONE

TIDAL

ZONE

TIDAL

ZONE

TIDAL

LEGEND:

BACKFILL

ARMOR STONE REVETMENT

REVETMENT CENTERLINE

DIKE CENTERLINE

20 20

1+00

30 30

2+00

90+00

91+00

92+00

90+50

91+50

2+232+23

EL. 13.0

E 970014.8316

N 787625.6236

EL. 13.0

E 969991.6287

N 787535.3531

STONE

TOP OF ARMOR

ENTRANCE RAMP

DMCA 1N

EL. 13.0

E 969962.1804

N 787456.7976

EL. 13.0

E 970015.5641

N 787631.2307

EL. 13.0

E 969965.9280

N 787468.2224

EXTENTS

BORROW AREA

HEREIN. DIFFERENCES WILL BE RESOLVED USING THE CORRECTED SURVEY DATA.

EROSION. FINAL QUANTITIES WILL BE DETERMINED BY SURVEYS AS STATED ELSEWHERE

CONSTRUCTION. TEMPLATE MAY REQUIRE ADJUSTMENT DUE TO ONGOING SHORELINE

CONDITION UNLESS NEWER SURVEY INFORMATION IS PROVIDED PRIOR TO BEGINNING

BE CONSIDERED AS A DEFECT OF SPECIFICATIONS NOR BE CONSIDERED AS A CHANGED

AREAS AND ACTUAL ELEVATIONS DETERMINED AT THE TIME OF CONSTRUCTION WILL NOT

THE DRAWINGS. DIFFERENCES BETWEEN ELEVATIONS SHOWN ON THE DRAWINGS FOR TIDAL

AND INTERPOLATIONS MADE THEREFROM SHALL SUPERSEDE THE INFORMATION SHOWN ON

AND THAT UPDATED ELEVATIONS WILL BE PROVIDED. THE NEWER SURVEY INFORMATION

THE CONTRACTOR SHALL CONSIDER THE FACT THAT ONGOING EROSION IS TAKING PLACE

GOVERNMENT ORIGINAL CROSS SECTION SURVEYS AND/OR OTHER SURVEYS AS NECESSARY.

CONSTRUCTION.CORRECTIONS WILL BE BASED ON INFORMATION OBTAINED FROM THE

GOVERNMENT RESERVES THE RIGHT TO CORRECT SUCH DIFFERENCES PRIOR TO

DETERMINED AT THE TIME OF SURVEY AND THE TIME OF PROJECT COMMENCEMENT. THE

ENVIRONMENT. THIS ENVIRONMENT WILL CREATE DIFFERENCES BETWEEN THE ELEVATIONS

AT THE TIME SURVEYED. HOWEVER, THE PROJECT SITE LIES IN A DYNAMIC TIDAL

THE DRAWINGS ARE BELIEVED TO ACCURATELY REPRESENT CONDITIONS EXISTING4.

BENCHMARKS.

SEE SECTION 31 00 00 EARTHWORK OF THE SPECIFICATIONS FOR NEAREST 3.

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

TOPOGRAPHICAL SURVEYS MADE ON 14 APRIL 2020 AND CAN ONLY BE

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF2.

(912) 652-5062

SAVANNAH DISTRICT

NED E. DURDEN AND PARTY

CORPS OF ENGINEERS14 APRIL 2020

SURVEY PARTY:DATE OF SURVEY:

SURVEY INFORMATION:1.

NOTES:

Z = 13.0Z = 13.0

Y = 787631.23Y = 787625.62

X = 970015.56X = 970014.83

STA 92+00STA 91+77

Z = 13.0Z = 13.0Z = 13.0

Y = 787535.35Y = 787468.22Y = 787456.80

X = 969991.63X = 969965.93X = 969962.18

STA 90+84STA 90+12STA 90+00

COORDINATES ARE AS FOLLOWS:

PROPOSED ROCK BEGINS AT STATION 90+00 AND ENDS AT STATION 92+00.10.

THE REVETMENT IS OFFSET 92 FT LEFT OF THE PROPOSED DIKE CENTERLINE.

CONSTRUCTION CENTERLINE OF THE PROPOSED DIKE. THE CENTERLINE OF

ZERO ON THE HORIZONTAL AXIS OF CROSS SECTIONS REPRESENTS THE 9.

TO ALLOW TIME FOR EXISTING UTILITIES TO BE MARKED FOR LOCATION.

NO LESS THAN THREE (3) WORKING DAYS PRIOR TO ANY CONSTRUCTION WORK

CONTRACTORS WILL BE RESPONSIBLE FOR CONTACTING THE UTILITY LOCATOR8.

ON THE HAUL ROAD TO ASSURE PROPER RUNOFF OF WATER ALONG THE ROAD.

CONSTRUCTION. A MOTOR GRADER WILL BE REQUIRED TO MAINTAIN A CROWN

COMPLETION OF HIS CONTRACT AS IT WAS PRIOR TO THE BEGINNING OF

ROADS AND WILL LEAVE THE ROADS IN AS GOOD A CONDITION UPON

THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF HAUL 7.

WITH CONTRACTING OFFICERS REPRESENTATIVE.

COORDINATE EXACT LOCATION OF THE STONE STOCKPILE AND BORROW AREAS

SEE SHEETS C-101 AND C-102 FOR APPROXIMATE EXTENTS OF BORROW AREA. 6.

BORROW, AND RESTORATION GRADING TO FACILITATE SURFACE DRAINAGE.

PROVISION IS ALSO TO BE INCLUDED FOR ALL DISPOSAL OF EXCESS FILL,

OF EARTHWORK VOLUME NECESSARY FOR CONSTRUCTION OF THIS PROJECT.

THE CONTRACTOR WILL BE RESPONSIBLE TO MAKE HIS OWN DETERMINATION5.

050 50 100FT

SCALE: 1''= 50'

STONE

TOE OF ARMOR

STATION NORTHING EASTING

Tangent Length: 519.81

Tangent Direction: S 11°19'04" E

PI ( ) 30+86.26 786134.73 971926.02

PI ( ) 25+66.44 786644.43 971824.00

Element: Linear

Tangent Length: 471.09

Tangent Direction: S 10°19'03" E

PI ( ) 25+66.44 786644.43 971824.00

PI ( ) 20+95.35 787107.91 971739.63

Element: Linear

Tangent Length: 143.78

Tangent Direction: S 13°08'39" E

PI ( ) 20+95.35 787107.91 971739.63

PI ( ) 19+51.57 787247.92 971706.93

Element: Linear

Tangent Length: 241.75

Tangent Direction: S 8°43'32" E

PI ( ) 19+51.57 787247.92 971706.93

PI ( ) 17+09.82 787486.87 971670.26

Element: Linear

Tangent Length: 134.77

Tangent Direction: S 10°06'47" E

PI ( ) 17+09.82 787486.87 971670.26

PI ( ) 15+75.06 787619.54 971646.60

Element: Linear

Tangent Length: 60.32

Tangent Direction: S 6°33'25" E

PI ( ) 15+75.06 787619.54 971646.60

PI ( ) 15+14.74 787679.47 971639.71

Element: Linear

Tangent Length: 19.52

Tangent Direction: S 47°12'03" E

PI ( ) 15+14.74 787679.47 971639.71

PI ( ) 14+95.22 787692.73 971625.39

Element: Linear

Tangent Length: 495.51

Tangent Direction: N 88°35'20" E

PI ( ) 14+95.22 787692.73 971625.39

PI ( ) 9+99.72 787680.52 971130.03

Element: Linear

Tangent Length: 140.84

Tangent Direction: S 87°10'57" E

PI ( ) 9+99.72 787680.52 971130.03

PI ( ) 8+58.87 787687.45 970989.36

Element: Linear

Tangent Length: 249.70

Tangent Direction: S 89°15'28" E

PI ( ) 8+58.87 787687.45 970989.36

PI ( ) 6+09.18 787690.68 970739.69

Element: Linear

Tangent Length: 327.56

Tangent Direction: N 89°22'11" E

PI ( ) 6+09.18 787690.68 970739.69

PI ( ) 2+81.62 787687.08 970412.15

Element: Linear

Tangent Length: 249.08

Tangent Direction: S 88°50'56" E

PI ( ) 2+81.62 787687.08 970412.15

PI ( ) 0+32.54 787692.08 970163.11

Element: Linear

Tangent Length: 32.54

Tangent Direction: N 60°45'28" E

PI ( ) 0+32.54 787692.08 970163.11

POB ( ) 0+00.00 787676.19 970134.72

Element: Linear

Tangent Length: 159.41

Tangent Direction: N 65°17'04" W

PI ( ) 57+44.55 784705.83 971155.05

PI ( ) 55+85.14 784639.17 971299.86

Element: Linear

Tangent Length: 100.12

Tangent Direction: N 62°25'19" W

PI ( ) 55+85.14 784639.17 971299.86

PI ( ) 54+85.01 784592.82 971388.61

Element: Linear

Tangent Length: 133.51

Tangent Direction: N 65°17'04" W

PI ( ) 54+85.01 784592.82 971388.61

PI ( ) 53+51.50 784537.00 971509.89

Element: Linear

Tangent Length: 342.26

Tangent Direction: N 80°44'29" W

PI ( ) 53+51.50 784537.00 971509.89

PI ( ) 50+09.24 784481.93 971847.69

Element: Linear

Tangent Length: 95.50

Tangent Direction: S 76°36'45" W

PI ( ) 50+09.24 784481.93 971847.69

PI ( ) 49+13.74 784504.04 971940.60

Element: Linear

Tangent Length: 220.01

Tangent Direction: S 66°10'43" W

PI ( ) 49+13.74 784504.04 971940.60

PI ( ) 46+93.72 784592.90 972141.87

Element: Linear

Tangent Length: 51.00

Tangent Direction: S 61°38'38" W

PI ( ) 46+93.72 784592.90 972141.87

PI ( ) 46+42.72 784617.13 972186.75

Element: Linear

Tangent Length: 39.89

Tangent Direction: S 37°41'45" W

PI ( ) 46+42.72 784617.13 972186.75

PI ( ) 46+02.83 784648.69 972211.