SAS_14A_2009_Plans.pdf
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PLANS
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| Award.doc | DOC document | |
| Award.doc | DOC document | |
| conformed copy to include Amendment 5.doc | DOC document | |
| amd 5.doc | DOC document | |
| amd 0004.pdf | ||
| conformed copy to include amd 4.pdf | ||
| amendment3.pdf | ||
| amendment 2.pdf | ||
| amendment 1.pdf | ||
| SPECIFICATIONS.pdf |
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z2tg001g_R1_snd.dgn 9/14/2009 11:11:55 AM
STANDARD ABBREVIATIONS
SECTION SYMBOLS
MATERIAL INDICATIONS
A4 A8
A4 A8
A
A4 A8
A4 A8
A
A4 A8
ELEVATION SYMBOL
ELEVATION
SHEET
C
A
B
1 2 3 4 5
D US Army Corps of Engineers
PLATE NUMBER ON WHICH
SECTION OR DETAIL IS DRAWN
SECTION OR DETAIL
IDENTIFICATION NUMBER
PLATE NUMBER ON WHICH
SECTION OR DETAIL
CONDITION IS TAKEN
VIEW
SECTION
VIEW
SECTION
SYMBOL WHERE SECTION IS TAKEN
SECTION/DETAIL
TITLE WHERE SECTION IS DRAWN
IDENTIFICATION LETTER WHERE
ELEVATION IS TAKEN
TITLE WHERE
ELEVATION IS SHOWN
EARTH (ORIGINAL GRADE)
EARTH (COMPACTED FILL)
GRAVEL
CONCRETE
MORTAR - CEMENT - PLASTER - STUCCO
CONCRETE MASONRY UNITS (C.M.U.,
SMALL\ SCALE - PLAN)
CONCRETE MASONRY UNITS (C.M.U., LARGE
SCALE - SECTION)
CONCRETE MASONRY UNITS OR HOLLOW
TILE (SMALL SCALE - SECTION)
METAL (ELEVATION)
STEEL (CROSS SECTION)
INSULATION (RIGID)
INSULATION (LOOSE OR BATT)
BRICK
WOOD (BLOCKING)
WOOD (FINISH)
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.
L
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.
H.
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
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.
OL.
OPNG.
OPP.
O.S.D.
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
OVERLOAD
OPENING
OPPOSITE
OPEN SIGHT DRAIN
PAPER
PARTITION
PER.
L, PL.
PLBG.
PLYW’D
PNL.
PRESS.
PSF
PSI
PSIG
PT.
PTD.
QTR.
QUAN.
R.
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
REGISTER
REINFORCING
REQUIRED
RETURN
RETURN GRILLE
ROOM
REVOLUTION/MINUTE
T.
TEL.
TEMP.
THK.
THD.
TOIL.
TYP.
TOILET
V.
V.A.T.
VENT.
VERT.
W.
W/
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
c
P
PLATE
REFERENCE
NUMBER
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
L
P M
N
Q
O
R
S
T
V
W
H
I
J
K
F
G
E
D
B
C
WC
WF
VTR
TYPICAL
SOLICITATION NO:
G-01
S Y
M B
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D E S
C R
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N
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C H
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D A T E
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C O
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C A T E
G O
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P L O
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D A T E
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IN
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A W
IN
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SOLICITATION NO:
Savannah District
US ARMY CORPS
OF ENGINEERS
SAVANNAH
W
IL
M
IN
G T
G
IO
N A L
E N
G
IN
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R
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A R
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S A
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W912HN-09-B-0024
A.C.
A.D.
A.H.U.
ALT.
ALUM.
AMP., A.
A.O.
APPROX.
ARCH.
J U
L
W
H N B
DISPOSAL AREA 14A DIKE RAISING
SAVANNAH HARBOR, JASPER COUNTY, SOUTH CAROLINA
FY-09
C W
K
IK
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
TITLEDGN FILESHEET NO.PLATE NO. PLATE NO. SHEET NO. DGN FILE TITLE
G-01 1 z2tg001g
G-02 2 z2tg002g z2tg003g3G-03
D-01
D-02
D-06
D-07
D-08
D-09
14D-10
D-11 15
G-04 4 z2tg004g
GENERAL NOTES
INDEX OF DRAWINGS
GENERAL LOCATION PLAN
D-12
D-13
D-14 z2tg406d z2tg410d z2tg414d z2tg401d z2tg402d z2tg405d z2tg407d z2tg408d z2tg409d z2tg411d z2tg412d z2tg413d17
BENCHING DETAIL
TEMPORARY SILT FENCE PLAN
TEMPORARY SILT FENCE DETAILS
S-01
S-02
S-03
S-04
S-05
S-06
S-07
S-08
S-09
S-10
S-11
S-12
S-13
S-14 z2tg403d z2tg404d
D-03
D-04
D-05
INDEX OF DRAWINGS
z tg
1g .d g n
KEY MAP 14A
AREA 14A, LOCATION PLAN
DISPOSAL AREA 14B BORROW SITE
FRONT DIKE CENTERLINE ALIGNMENT
FINGER DIKE CENTERLINE ALIGNMENT
PLAN, BACK DIKE, STATION 0+00 TO 25+00
PLAN, BACK DIKE, STATION 25+00 TO 57+00
PLAN, BACK DIKE, STATION 57+00 TO 85+46
PLAN, FRONT DIKE, STA. 46+00 TO 66+60, FINGER DIKE, STA. 0+00 TO 26+00
PLAN, FRONT DIKE, STATION 22+00 TO 46+00
PLAN, FRONT DIKE, STATION 0+00 TO 22+00
PLAN, FINGER DIKE, STATION 26+00 TO 58+62
D-15
D-16 z2tg415d z2tg416d
BIRD ISLAND DETAILS
SETTLEMENT PLATE DETAILS
z2tg301s z2tg302s z2tg303s z2tg304s z2tg305s z2tg306s z2tg307s z2tg308s z2tg309s z2tg310s z2tg311s z2tg313s z2tg312s z2tg314s
TYPICAL CROSS SECTION AND PROFILE, BACK DIKE
BACK DIKE, CROSS SECTIONS, STATIONS 1+00 TO 35+00
BACK DIKE, CROSS SECTIONS, STATIONS 40+00 TO 75+00
BACK DIKE, CROSS SECTIONS, STATIONS 80+00 TO 85+46
FINGER DIKE TYPICAL SECTIONS
FRONT DIKE SECTIONS, STATION 0+00 TO 7+00
FRONT DIKE SECTIONS, STATION 8+00 TO 15+00
FRONT DIKE SECTIONS, STATION 16+00 TO 23+00
FRONT DIKE SECTIONS, STATION 24+00 TO 31+00
FRONT DIKE SECTIONS, STATION 32+00 TO 39+00
FRONT DIKE SECTIONS, STATION 40+00 TO 47+00
FRONT DIKE SECTIONS, STATION 48+00 TO 55+00
FRONT DIKE SECTIONS, STATION 56+00 TO 63+00
FRONT DIKE SECTIONS, STATION 64+00 TO 66+60
R a n d a ll C
M il le r, P .E
G-03
SP-1 1020703.04 767432.37
SP-2 1021578.04 766945.44
SP-3 1022449.57 766452.24
SP-4 1023319.95 765964.66
SP-5 1024193.13 765474.76
SP-6 1025064.66 764986.19
SP-7 1025936.44 764496.95
SP-8 1026806.98 764006.56
SP-9 1027679.67 763517.32
SP-10 1020528.04 763836.93
SP-11 1020372.20 764089.31
SP-12 1020195.22 764345.65
SP-13 1019948.23 764530.64
SP-14 1019816.16 764623.14
SP-15 1020092.94 764970.49
SP-16 1020056.78 765003.03
SP-17 1020626.36 765567.26
SP-18 1020590.20 765599.96
SP-19 1021050.32 766043.44
SP-20 1021037.11 766089.86
SP-21 1022171.31 765431.49
SP-22 1022193.93 765475.09
SP-23 1023163.85 764899.14
SP-24 1023186.80 764941.92
SP-25 1024064.85 764009.03
SP-26 1024098.86 764043.06
east north back dike front dike finger dike plate
no. east north plate
no. east north plate no.
16. SETTLEMENT PLATES ARE TO BE INSTALLED ALONG THE COUNTERWEIGHTS AND
ALONG THE FINGER DIKE WITHIN AREA 14A. DETAILS FOR SETTLEMENT PLATE
CONSTRUCTION ARE SHOWN ON PLATE D-16. LOCATIONS ARE ITEMIZED IN THE FOLLOWING:
15. BERMS CONSTRUCTED AS COUNTERWEIGHTS ADJACENT TO DIKES SHALL NOT BE USED
AS HAUL ROADS ONCE COMPLETED. THE CONTRACTOR MAY CROSS THE BERMS AS REQUIRED TO
ACCESS DIKES AT APPROVED LOCATIONS SPACED NO CLOSER THAN 500 FEET. DAMAGES TO
BERMS BY HAULING EQUIPMENT, IF ANY, SHALL BE REPAIRED BY THE CONTRACTOR AT
NO ADDITIONAL COST TO THE GOVERNMENT.
GENERAL NOTES:
G E
N E
R
L
T E
S
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ACCESS ROADS FROM
THE MAIN GATE TO THE SITE AND SHALL LEAVE THE ROAD IN AS GOOD A CONDITION UPON
COMPLETION OF THE CONTRACT AS IT WAS PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN THE DITCHES ALONG THE PROPOSED
ACCESS ROAD AND TO MAINTAIN A CROWN ON THE HAUL ROAD TO ASSURE PROPER RUNOFF
OF WATER ALONG THE ROAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DRAINAGE
STRUCTURES CROSSING THE ACCESS ROADS. NO ADDITIONAL PAYMENT WILL BE MADE FOR
THE MAINTENANCE OF ACCESS ROADS OR THE REPLACEMENT OF ANY DAMAGED DRAINAGE
STRUCTURES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS OWN ESTIMATE OF THE NUMBER
OF CUBIC YARDS OF MATERIAL ACTUALLY REQUIRED TO OBTAIN THE PAY SECTION AS SHOWN
BY THE CROSS SECTIONS OF THE EMBANKMENT.
2. THE CONTRACTOR SHALL INSURE THAT THE ACCESS GATE REMAINS LOCKED AT
ALL TIMES EXCEPT WHEN REQUIRED TO BE OPENED FOR THE IMMEDIATE PASSAGE
OF MANPOWER AND EQUIPMENT.
6. PAYMENT FOR DIKE AND RAMP EMBANKMENT WILL BE BASED ON THE NEAT VOLUME OF
MATERIAL PLACED WITHIN THE DESIGN CROSS SECTION AS DETERMINED FROM THE BEFORE
SURVEY, THE FINAL SURVEY AND THE DESIGN TEMPLATE. MATERIALS WHICH ARE PLACED
OUTSIDE OF DESIGN TEMPLATE AND/OR PLACED OFF OF THE REQUIRED ALIGNMENT WILL NOT
BE PAID FOR.
9. THE MATERIAL REQUIRED FOR DIKE ’TOP OUT’ (THE TOP 6 INCHES) SHALL CONSIST
OF A MIXTURE OF ABOUT 50 PERCENT SAND AND 50 PERCENT SILT. RAMP TOP OUT IS 6
INCHES.
10. AT ALL TIMES, THE RATE OF EMBANKMENT CONSTRUCTION SHALL BE NO MORE THAN
ONE VERTICAL FOOT IN HEIGHT PER WEEK. AN EXCEPTION MAY BE MADE FOR THE LAST OR
TOP THREE FEET OF FILL TO BE PLACED, IF REQUESTED BY THE CONTRACTOR AND
APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE.
11. PRIOR TO INSTALLATION OF ANY UTILITY LINES, THE CONTRACTOR SHALL GIVE THE
UTILITY COMPANIES THREE (3) WORKING DAYS NOTICE TO ALLOW TIME FOR EXISTING
UTILITIES TO BE STAKED. BEFORE CALLING (1-800-282-7411) THE CONTRACTOR SHALL
HAVE THE FOLLOWING INFORMATION READY: COUNTY, TOWN, LOCATION, NEAREST STREET
INTERSECTIONS, TYPE OF WORK (SEWER, WATER, ELECTRIC, PAVING, ETC.), YOUR
COMPANY NAME, TELEPHONE NUMBER, OWNER’S NAME, DATE AND TIME YOU EXPECT TO
COMMENCE CONSTRUCTION, AND WHERE AND HOW YOU CAN BE REACHED AND THE BEST TIME
TO CONTACT YOU. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN
UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY
COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE
RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL
COOPERATE WITH THEM DURING RELOCATION OPERATIONS. THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY VARIANCES PRIOR TO COMMENCEMENT OF WORK OR
PURCHASING ANY MATERIALS.
1. IT IS HIGHLY RECOMMENDED THAT CONTRACTORS BIDDING ON THIS WORK VISIT THE
PROJECT SITE PRIOR TO BIDDING.
12. ELEVATIONS SHOWN ARE MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.
14. WITH REGARD TO ITEM 13 ABOVE, THE 14A CONTRACTOR WILL BE REQUIRED TO
MAINTAIN ACCESS FOR OTHERS ACROSS THE SITE (TOWARDS FIELDS CUT). THE
CONTRACTOR MAY NEED TO SEQUENCE DIKE CONSTRUCTION IN A MANNER THAT WILL
MAINTAIN EITHER THE FRONT (SOUTH) PASSABLE OR THE BACK (NORTH) PASSABLE AT ALL
TIMES. ALL CONTRACTORS ARE EXPECTED TO TALK TO EACH OTHER, PLAN TOGETHER AS
NECESSARY, AND SEQUENCE ACTIVITIES IN AN ACCEPTABLE AND AMICABLE MANNER AT ALL
TIMES.
13. OTHER CONTRACTORS WILL BE PERFORMING WORK IN AREAS ADJACENT TO AREAS
14A/14B AND ALONG THE ROUTE TO AREAS 14A AND 14B. THE CONTRACTOR SHALL
COORDINATE WORK WITH THE OTHER CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY
PROGRESS OF EACH. ANY DISPUTES OR DISAGREEMENTS ARISING FROM AREA USE SHALL
BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER, WHO WILL THEN MAKE A
DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE
CONTRACTING OFFICER SHALL BE BINDING ON ALL PARTIES CONCERNED.
4. THE QUANTITY SHOWN ON THE PLANS AND SPECIFICATIONS (AA BID QUANTITY) FOR
’DIKE EMBANKMENT’ IS THE NEAT OR TEMPLATE VOLUME REQUIRED FOR THE
CONSTRUCTION OF THE PROPOSED DIKE. THE (AA) NEAT VOLUME DOES NOT INCLUDE ANY
ADDITIONAL QUANTITY THAT MAY RESULT FROM SETTLEMENT, CONSOLIDATION, SHRINKAGE,
ELASTIC DISTORTION, ETC., OR VARIATIONS IN THE EXISTING CROSS SECTIONS DUE TO
SETTLEMENTS WHICH MIGHT OCCUR BETWEEN THE TIME THE EXISTING CROSS SECTIONS
WERE TAKEN, THE TIME THAT BEFORE CROSS SECTIONS WERE TAKEN AND THROUGH THE
TIME OF CONSTRUCTION. SUCH QUANTITIES ARE ESTIMATED IN THE AB BID ITEMS.
7. PAYMENT FOR DISPLACEMENT OF SOFT FOUNDATION MATERIALS SUPPORTING THE
BACK DIKE COUNTERWEIGHT BETWEEN STATIONS 0+00 AND 85+00, THE FINGER DIKE,
AND THE FRONT DIKE COUNTERWEIGHT BETWEEN STATIONS 40+00 AND 52+00 WILL BE
BASED ON THE MEASURED MOVEMENT OF PROPERLY INSTALLED SETTLEMENT PLATES.
INSTALLATION OF SETTLEMENT PLATES SHALL BE CONDUCTED IN THE PRESENCE
OF THE COR AND IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. THE
DISPLACED VOLUME CALCULATED FROM SETTLEMENT PLATE READINGS WILL BE
ADDED TO THE VOLUME CALCULATED BETWEEN ORIGINAL AND FINAL SURVEYS.
SETTLEMENT PLATES WILL BE READ BY THE GOVERNMENT IMMEDIATELY PRIOR
TO PLACEMENT OF ANY FILL MATERIAL AND AGAIN IMMEDIATELY AFTER COUNTERWEIGHT
COMPLETION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT
LEAST 7 DAYS PRIOR TO BEGINNING CONSTRUCTION AND AGAIN AT LEAST 3 DAYS
PRIOR TO COMPLETION. INTERIM MEASUREMENTS OF SETTLEMENT PLATES SHALL BE MADE
BY THE CONTRACTOR EVERY WEEK. RESULTS OF INTERIM MEASUREMENTS SHALL BE GIVEN
TO THE COR WITHIN 24 HOURS OF READING.
8. THE MATERIAL REQUIRED FOR THE DIKE EMBANKMENT SHALL BE OBTAINED FROM
WITHIN THE DREDGED MATERIAL CONTAINMENT AREA 14B. BORROW LIMITS ARE SHOWN
ON PLATE D-02. EXCAVATION WILL NOT BE PERMITTED WITHIN 100 FEET OF PROPOSED
TOE OF NEW DIKE EMBANKMENT OR BERMS UNLESS OTHERWISE SPECIFIED. BORROW
EXCAVATION WILL BE LIMITED TO DEPTHS EVENLY HARVESTED OVER THE DESIGNATED
BORROW SITE AND THE BOTTOM SLOPED TO DRAIN TOWARD THE WEIRS ON THE NORTH
DIKE. EXCEPTIONS WILL NOT BE MADE UNLESS SPECIFICALLY AUTHORIZED BY THE
CONTRACTING OFFICER.
D
2 3
C
4 5
$$DGNSPEC$$
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US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
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AREA 13B
AREA 14A
AREA 14B
N768000
D-08
D-09
D-10
D-11
D-12
D-13
D-14
K
M
A
G-04
L
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S I
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S A
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I
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WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
DIKE IMPROVEMENT 8,446 LF
L
R N I
S I
N
S A
V A
N N
V E
R
1+00 BEGIN
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
BACK
FINGER DIKE IMPROVEMENT
5,862 LF
SP-10
SP-11
SP-12
SP-13
SP-14
SP-15
SP-16
SP-17
SP-19
SP-20
SP-21
SP-22
SP-23
SP-24
SP-26
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8
SP-9
BIRD ISLAND
NORTH
BIRD ISLAND
SOUTH
F I
N G
K E
F I
N G
K E
FRONT DIKE IMPROVEMENT
6,660 LF
MARSH
BORROW AREA
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
SP-18
N 762,339.5
E 1,026,267.4
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
END 85+46
E1027907.5
N 763448.9
0+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+6
BEGIN 0+00
E1020465.3
N 767625.4
0+
5+
10+
15+
+00
+00
+0
+0
+0
+0
+0
+0
+0
+6
B-7B-7
E
E
E
E
E
N768000
N766000
N764000
N766000
N764000
E
N762000
N760000
E
E
E
E
E
N766000
N764000
N766000
N764000
E
B-7
0+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+6
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
0+
5+
10+
15+
+00
+00
+0
+0
+0
+0
+0
+0
+0
+6
N762000
N760000
DIKE IMPROVEMENT 8,446 LF
L
R N I
S I
N
S A
V A
N N
V E
R
B-7
1+00 BEGIN
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
BACK
FINGER DIKE IMPROVEMENT
5,862 LF
SP-10
SP-11
SP-12
SP-13
SP-14
SP-15
SP-16
SP-17
SP-18
SP-19
SP-20
SP-21
SP-22
SP-23
SP-24
SP-26
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8
SP-9
BIRD ISLAND
NORTH
BIRD ISLAND
SOUTH
F I
N G
K E
FRONT DIKE IMPROVEMENT
6,660 LF
BEGIN 0+00
E1020465.3
N 767625.4
END 85+46
E1027907.5
N 763448.9
MARSH
A R
E A
C A
T
A N
D-01
1. COORDINATE SYSTEM: NAD83, GEORGIA.
3. DIKE SURVEY COMPLETED JUNE, 2009 BY DURDEN & PARTY, COE.
SCALE: 1"=400’
400 800 1200400
2. SURVEY FEB. 2009, MLLW EPOCH 1983-2001
S E
T T
L E
M E
B E
S
S E
T T
L E
M E
B E
S
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
B
B
B
B
B
B
B
BBB
B
B
B
B
P I
E Z
A
P I
E Z
A
P I
E Z
A
P I
E Z
A
P I
E Z
A
B
B
B
B-7
1+00 BEGIN
85+46 END
S I
L T
F
E N
C E
WEIR 2
WEIR 1
(REMOVED)
WEIR 2
WEIR 1
(REMOVED)
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
APPROX TOE OF WASHOUT
LENGTH APPROX.
250 FEET
MARSH
BORROW AREA
N 762,339.5
E 1,026,267.4
0+0
5+0
+0
+0
+0
+0
+0
+0
+6
SCALE: 1"=400’
400 800 1200400
S A
N D
C
A P
B
O R R
O W
R E S
WEIR 14A-2
WEIR 14A-3
L
R N I
S I
N
WEIR 14A-2
WEIR 14A-3
SP-9
BIRD ISLAND
NORTH
BIRD ISLAND
SOUTH
85+46 END
BOAT RAMP
MARSH
SAVANNAH RIVER
FLOOD
EBB
WEIR 6
WEIR 3
WEIR 2
WEIR 1
(REMOVED)
WEIR 4
(REMOVED)
CPT-1
CPT-2
CPT-3
CPT-4
CPT-5
CPT-6
CPT-7
CPT-9
CPT-8
SAND
BIRD ISLAND 14B-1
BIRD ISLAND 14B-2
C U T
F I
E L
D S
FOR BIRD ISLAND CAPS
BOAT RAMP
MARSH
SAVANNAH RIVER
WEIR 5
WEIR 6
WEIR 3
WEIR 2
WEIR 1
(REMOVED)
WEIR 4
(REMOVED)
SAND
BIRD ISLAND 14B-1
BIRD ISLAND 14B-2
C U T
F I
E L
D S
FOR BIRD ISLAND CAPS
WEIR 14A-2
WEIR 14A-3
BORROW AREA
BORROW AREA LIMIT
100 FT FROM DIKE CENTERLINE
N 758,104.2
E 1,030,459.4
DISPOSAL AREA 14A
DISPOSAL AREA 14B
D
IS
P O
S
E A
B
B O
R R
W
IT
E
D-02
3. THIS AREA MAY BE IN USE BY MORE THAN
ONE CONTRACTOR AT ANY TIME. CONTRACTORS
ARE EXPECTED TO HARMONIOUSLY COMMUNICATE AND
AGREE ON SHARED USE FOR THIS AREA. IN THE
EVENT THAT CONTRACTORS FAIL TO COMMUNICATE
AND/OR AGREE, FINAL DISPOSITION SHALL BE
AT THE DISCRETION ON THE COR. CHANGES AND/OR
MODIFICATIONS TO CONTRACTORS’ OPERATIONS AS
A RESULT OF SHARED USE WILL BE CONTRACTORS’
RESPONSIBILITY AND NOT CONSIDERED FOR ANY
ADDITIONAL PAYMENTS BY THE GOVERNMENT.
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
9N 759,526.8
E 1,028,312.2
GM-8
T10562
11.52
TIE
T10556
11.65
TIE
T10224
11.68
TIE
T10229
11.96
TIET4
GM-7
GM-5
N 762,339.5
E 1,026,267.4
GM-315
JT1599
16.82
DEFAULTT
GM-2
GM-6
T10465
17.44
TB
T10467
17.51
TB T10468
17.68
TB
+0
T10466
18.34
TB
T10464
18.46
TB
END 85+46
E1027907.5
N 763448.9
END 85+46
E1027907.5
N 763448.9
T10463
18.73
TB
T10469
18.77
TB
GM-4
T10470
19.07
TB
T10462
19.52
TB
T10471
19.58
TB
T10461
19.85
TB
0 2
T10473
20.64
TB
T10472
20.81
TB
T10474
20.82
TB
T10459
21.42
TB
T10460
21.55
TB
1. COORDINATE SYSTEM: NAD83, GEORGIA.
2. SURVEY FEB. 2009 MLLW, EPOCH 1983-2001
T10560
22.06
TIE
T10457
22.07
TB
T10685
22.12
TIE
T10228
22.15
TIE
T10771
22.15
TIE
T10458
22.31
TB
T10451
22.65
TB
Z1326
23.20
SUN
T10951
23.24
TB
T10953
23.44
TB
T10952
23.52
TB
T10452
23.60
TB
T10454
23.70
TB
T10456
23.71
TB
T10950
23.71
TB
T10455
23.83
TB
T10955
23.86
TB
T10453
23.87
TB
T10954
23.87
TB
T10450
23.91
TB
T10949
24.03
TB
T10449
24.07
TB
T10966
24.23
TB
T10448
24.25
TB
T10963
24.26
TB
T10962
24.27
TB
T10958
24.47
TB
T10948
24.65
TB
T10947
24.68
TB
JT1002
24.72
DEFAULT
T10959
24.80
TB
T10961
24.87
TB
T10965
24.95
TB
T10926
24.96
TB
GM-1
T10956
25.03
TB
T10935
25.16
TB
T10957
25.29
TB
T10960
25.36
TB
T10934
25.59
TB
T10946
25.86
TB
T10944
25.89
TB
60’
60’
60’
60’
T10933
26.09
TB
T10964
26.43
TB
T10927
26.52
TB
T10945
26.54
TB
300007
26.56
SUN
T10943
26.62
TB
T10227
26.66
TIE
T10931
26.70
TB
T10443
26.74
TB
T10552
26.80
TIE
T10839
26.83
TIE
T10932
26.86
TB
T10930
26.99
TB
T10938
26.99
TB
T10929
27.27
TB
T10226
27.28
TIE
T10928
27.29
TB
T10936
27.34
TB
T10942
27.39
TB
T10440
27.56
TB
T10441
27.57
TB
T10719
27.65
TIE
T10444
27.74
TB
T10442
27.95
TB
T10446
27.99
TB
5+0
+0
+0
+0
+0
T10447
28.08
TB
T10445
28.30
TB
T10941
28.31
TB
T10937
28.43
TB
T10439
28.46
TB
T10438
28.48
TB
T10939
29.19
TB
0+0
Z1001
30.53
BS
Z1155
30.56
BS
T10555
30.62
TIE
T10357
30.67
TIE
T10230
30.71
TIE
T10559
30.77
TIECP9628
T10940
31.03
TB
T10557
32.56
TIECP9622
300005
32.57
BS10557
JT1328
32.77
DEFAULT
Z1257
32.93
TIE
Z1256
33.03
BS
T10650
33.11
TIE
T10554
33.14
TIE
Z1156
33.19
IPF
T10558
33.21
TIECP9620
JT1510
33.24
TIE
T10612
33.34
TIE
Z1158
33.36
IPF
Z1327
33.36
BS
T10553
33.36
TIE
JT1001
33.42
TIE
300006
33.45
TIE
Z1157
33.47
BS
T10561
33.48
SUNIP
Z1351
33.58
BS
T10225
33.62
TIECP9626
E
E
E
E
N762000
E
E
N760000
N758000
N756000
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
D-05
N
A L
E
4’ MAX.
4’ MAX.
4’ MAX.
8’ MAX. 8’ MAX.
A
B
C
D
E
F
G
2. THE DIAGRAM SHOWS THAT BEFORE LAYER "A" IS PLACED, THE FIRST STEP IS CUT
INTO THE SLOPE A MAXIMUM DISTANCE OF ABOUT 8 FEET (ABOUT � THE WIDTH OF
THE USUAL D-8 BULLDOZER BLADE.) THE SUCCESSIVE LAYER(S) ARE THEN PLACED.
BEFORE LAYER "C" IS PLACED, THE SECOND STEP IS CUT 8 FEET INTO THE SLOPE AND
SUCCESSIVE LAYERS ARE AGAIN PLACED. IF IT IS ANTICIPATED THAT THE VERTICAL
PART OF THE STEP WILL EXCEED 4 FEET WHERE AN 8-FOOT HORIZONTAL CUT IS MADE,
THEN THE ACTUAL CUT STOPS WHEN THE VERTICAL PART REACHES A MAXIMUM OF 4 FEET
ALLOWING THE HORIZONTAL DISTANCE TO VARY.
3. THE PROCESS OF BENCHING IS CONSIDERED INCIDENTAL TO THE ITEM OF UNCLASSIFIED
EXCAVATION AND BORROW IN THE CONSTRUCTION OF THE EMBANKMENT AND NO ADDITIONAL
MEASUREMENT OF QUANTITY OR PAYMENT WILL BE MADE FOR BENCHING.
1. WHERE THE EMBANKMENT IS A HILLSIDE OR ANOTHER EXISTING EMBANKMENT
HAVING A SLOPE OF 3H TO 1V OR STEEPER, THE FOUNDATION MUST BE BENCHED
WHILE THE EMBANKMENT IS BEING CONSTRUCTED. (SEE DIAGRAM).
(TYP.) (TYP.)
H
4. THE LAYERS A THROUGH H SHALL NOT EXCEED THE LOOSE THICKNESS REQUIREMENTS AS
SPECIFIED IN SECTION: EMBANKMENT.
B E
N C
H
T
E
E
E
E
E
N766000
N764000
N766000
N764000
E
B-7
0+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+6
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
0+
5+
10+
15+
+00
+00
+0
+0
+0
+0
+0
+0
+0
+6
N762000
N760000
DIKE IMPROVEMENT 8,446 LF
L
R N I
S I
N
S A
V A
N N
V E
R
B-7
1+00 BEGIN
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
BACK
FINGER DIKE IMPROVEMENT
5,862 LF
SP-10
SP-11
SP-12
SP-13
SP-14
SP-15
SP-16
SP-17
SP-18
SP-19
SP-20
SP-21
SP-22
SP-23
SP-24
SP-26
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8
SP-9
BIRD ISLAND
NORTH
BIRD ISLAND
SOUTH
F I
N G
K E
BEGIN 0+00
E1020465.3
N 767625.4
END 85+46
E1027907.5
N 763448.9
MARSH
D-06
1. COORDINATE SYSTEM: NAD83, GEORGIA.
3. DIKE SURVEY COMPLETED JUNE, 2009 BY DURDEN & PARTY, COE.
SCALE: 1"=400’
400 800 1200400
T E
M P
O R
A
N
A N
APPROXIMATE SILT FENCE LOCATION (SEE NOTES)
APPROXIMATE SILT FENCE LOCATION (SEE NOTES)
4. SILT FENCE SHALL BE PLACED MAXIMUM OF 8 FEET OUTSIDE OF NEW DIKE TOE.
OR AT THE TOE OF EXISTING FILL. IN NO INSTANCE SHALL IT BE PLACED IN
WETLANDS.
2. SURVEY, MLLW EPOCH 1983-2001
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
DISPOSAL AREA 14B
DISPOSAL AREA 14A
B
B
B
B
B
B
B
BBB
B
B
B
B
DISPOSAL AREA
13-B
P I
E Z
A
P I
E Z
A
P I
E Z
A
P I
E Z
A
P I
E Z
A
B
B
B
B-7
1+00 BEGIN
85+46 END
S I
L T
F
E N
C E
WEIR 2
WEIR 1
(REMOVED)
WEIR 2
WEIR 1
(REMOVED)
WEIR 14A-1
WEIR 14A-2
WEIR 14A-3
APPROX TOE OF WASHOUT
LENGTH APPROX.
250 FEET
MARSH
BORROW AREA
N 762,339.5
E 1,026,267.4
0+0
5+0
+0
+0
+0
+0
+0
+0
+6
ELONGATION (% MAX) (ASTM D-4632) 40
TENSILE STRENGTH (LBS.MIN) (ASTM D-4632) WARP - 120
FILL - 100
AOS (APPARENT OPENING SIZE) (MAX SIEVE SIZE)
(ASTM D-4751) #30
BURSTING STRENGTH (PSI MIN) (ASTM D-3786
DIAPHRAGM BURSTING STRENGTH TESTER) 175
7. THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:
FLOW RATE (GAL/MIN/SQ FT) (GDT - 87) 25
ULTRAVIOLET STABILITY (ASTM D-4632 AFTER 300
HRS WEATHERING IN ACC. WITH ASTM D-4355) 80
D
2 3
C
4 5
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
N
A L
E
ELEVATION
WOOD POST
3’-0" MIN. WIDTH
FILTER FABRIC
FILL SLOPE
GROUND LINE
SECTION
W O
S T
3"
GENERAL NOTES:
5. CONTRACTOR SHALL PERIODICALLY REMOVE ACCUMULATED SEDIMENT, AS REQUIRED.
6. STEEL POSTS SHALL NOT BE USED WITHOUT THE EXPRESS WRITTEN CONSENT
OF THE CONTRACTING OFFICER.
TEMPORARY EROSION CONTROL (SILT FENCE)
NOT TO SCALE
ANCHOR FILTER FABRIC
MIN. 7" DEEP
2. THE DISTANCE SILT FENCE IS INSTALLED FROM THE OUTSIDE TOE SHALL BE
KEPT TO THE MINIMUM DISTANCE REQUIRED FOR THE SATISFACTORY COMPLETION OF THE
WORK BEING PERFORMED.
VARIES (6’ MAX.)
3. FILTER FABRIC SHALL BE A MINIMUM OF 36 INCHES IN WIDTH.
FABRIC
8. THE CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR SILT FENCE MATERIALS AND
GEOTEXTILE IN ACCORDANCE WITH SPECIFICATION SECTION 02373, SEPARATION/
FILTRATION GEOTEXTILE, PARAGRAPH 1.4, SUBMITTALS.
D-07
1. A SILT FENCE SHALL BE INSTALLED AT THE OUTSIDE TOE OF EARTHFILL
EMBANKMENTS. MAY ALSO BE INSTALLED AROUND ALL DRAINAGE INLETS AND/OR OTHER
AREAS AS DIRECTED. IN NO INSTANCE SHALL IT BE PLACED IN WETLANDS.
4. WOODEN POSTS SHALL BE A MINIMUM OF 4’-0" IN HEIGHT AND 2 INCHES OR MORE
IN DIAMETER. FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS
THAN 17 GUAGE WIRE STAPLES � INCH LONG. A MINIMUM OF 5 STAPLES SHALL BE USED
PER POST.
T E
M P
O R
A
N
T A
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
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U S
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N A
M E
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M B
O L
D E S
C R
IP
T
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N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
9P I
E Z
A
B-7
1+00 BEGIN
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
SP-1
SP-2
SP-3
N767000
TOE
LEGEND
28.7 SPOT ELEVATION
15+00
0100’ 100’ 200’
SCALE: 1"=100’
N767000
TOE
B-7
LEGEND
SPOT ELEVATION
E
E
DMCA 14A
SILT FENCE
ALIGNMENT BASELINE IS A STRAIGHT LINE BETWEEN GA EAST NAD83 COORDINATES
FOR 0+00 AT E 1020465.27, N 767625.35 AND STATION 85+46 AT E 1027917.67,
N 763443.15.
STATION ALONG EXISTING ALIGNMENT
THE CENTERLINE OF THE PROPOSED CONSTRUCTION IS OFFSET FROM THE GIVEN
BASELINE 22 FEET TO THE INTERIOR OF DMCA 14A.
DIKE CONSTRUCTION BEGINS AT STATION 1+00 AND ENDS AT STATION 85+46.
N768000
BEGIN 0+00
E1020465.3
N 767625.4
TOE
COUNTERWEIGHT
TOP
SILT FENCE
SETTLEMENT PLATE
D-08
P L
A N
B A
E S
T A
T
IO
SILT FENCE TO BE PLACED NORTH OF PROPOSED WORK AS NEAR AS PRACTICAL,
BUT NOT MORE THAN 8 FEET FROM THE NEW WORK. IN NO INSTANCE SHALL SILT
FENCE BE PLACED IN WETLANDS.
NOTES:
TOPOGRAPHIC MAP BASED ON SURVEY DATED JUNE, 2009.
EXISTING GROUND ELEVATIONS ARE REFERENCED TO MLLW AND ARE
APPROXIMATE. GROUND ELEVATIONS MUST BE VERIFIED BY THE CONTRACTOR.
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
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U S
E R
N A
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M B
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D E S
C R
IP
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N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
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N T R
A
C A T E
G O
R Y
C
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E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
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C T
IO
N
J D
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D G
N S
P E
C
S
Y S
T
IM
E
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E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
P I
E Z
A
P I
E Z
A
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
SP-4
SP-5
SP-6
SP-24
SP-23 1
0100’ 100’ 200’
SCALE: 1"=100’
DMCA 14A
TOE
COUNTERWEIGHT
TOP
SILT FENCE
LEGEND
28.7 SPOT ELEVATION
15+00
LEGEND
SPOT ELEVATION
SILT FENCE
ALIGNMENT BASELINE IS A STRAIGHT LINE BETWEEN GA EAST NAD83 COORDINATES
FOR 0+00 AT E 1020465.27, N 767625.35 AND STATION 85+46 AT E 1027917.67,
N 763443.15.
STATION ALONG EXISTING ALIGNMENT
THE CENTERLINE OF THE PROPOSED CONSTRUCTION IS OFFSET FROM THE GIVEN
BASELINE 22 FEET TO THE INTERIOR OF DMCA 14A.
DIKE CONSTRUCTION BEGINS AT STATION 1+00 AND ENDS AT STATION 85+46.
SETTLEMENT PLATE
E
E
N766000
N765000
E
D-09
P L
A N
B A
E S
T A
T
IO
SILT FENCE TO BE PLACE NORTH OF PROPOSED WORK AS NEAR AS PRACTICAL,
BUT NOT MORE THAN 8 FEET FROM THE NEW WORK. IN NO INSTANCE SHALL SILT
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
P I
E Z
A
P I
E Z
A
85+46 END
S I
L T
F
E N
C E5
+0
+0
+0
+0
+0
+0
+0
+0
+4
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
SP-7
SP-8
SP-9
0100’ 100’ 200’
SCALE: 1"=100’
DMCA 14A
TOE
COUNTERWEIGHT
TOP
LEGEND
28.7 SPOT ELEVATION
15+00
LEGEND
SPOT ELEVATION
SILT FENCE
ALIGNMENT BASELINE IS A STRAIGHT LINE BETWEEN GA EAST NAD83 COORDINATES
FOR 0+00 AT E 1020465.27, N 767625.35 AND STATION 85+46 AT E 1027917.67,
N 763443.15.
STATION ALONG EXISTING ALIGNMENT
THE CENTERLINE OF THE PROPOSED CONSTRUCTION IS OFFSET FROM THE GIVEN
BASELINE 22 FEET TO THE INTERIOR OF DMCA 14A.
DIKE CONSTRUCTION BEGINS AT STATION 1+00 AND ENDS AT STATION 85+46.
SETTLEMENT PLATE
D-10
E
E
E
N765000N765000
N764000
P L
A N
B A
E S
T A
T
IO
SILT FENCE TO BE PLACE NORTH OF PROPOSED WORK AS NEAR AS PRACTICAL,
BUT NOT MORE THAN 8 FEET FROM THE NEW WORK. IN NO INSTANCE SHALL SILT
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
0+00
SP-12
SP-13
SP-14
SP-16
SP-15
SP-17
SP-18
SP-20
SP-19
+0
+0
+6
0100’ 100’ 200’
SCALE: 1"=100’
DMCA 14A
LEGEND
28.7 SPOT ELEVATION
15+00
LEGEND
SPOT ELEVATION
SILT FENCE
STATION ALONG EXISTING ALIGNMENT
SETTLEMENT PLATE
D-11
E
N765000
N766000
E
E
A N
F R
O
A
F
IN
G
A
SILT FENCE
TOE
TOE
TOP
COUNTERWEIGHT
TOPOGRAPHIC MAP BASED ON SURVEY DATED JUNE 2009.
APPROXIMATE. GROUND ELEVATIONS MUST BE VERIFIED BY THE CONTRACTOR.
SILT FENCE TO BE PLACE SOUTH OF PROPOSED WORK AS NEAR AS PRACTICAL,
BUT NOT MORE THAN 8 FEET FROM THE NEW WORK. SILT FENCE SHALL NOT BE
PLACED IN WETLANDS OR TIDAL ZONE.
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
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T
IM
E
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E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
WEIR 14A-1
BIRD ISLAND
NORTH
SP-10
SP-11
+0
+0
+0
0100’ 100’ 200’
SCALE: 1"=100’
DMCA 14A
LEGEND
28.7 SPOT ELEVATION
15+00
LEGEND
SPOT ELEVATION
SILT FENCE
STATION ALONG EXISTING ALIGNMENT
SETTLEMENT PLATE
D-12
E
N764000 E
P L
A N
F R
O
A
SILT FENCE
TOE
TOE
TOP
COUNTERWEIGHT
N763000
E
TOE
TOP
APPROXIMATE. GROUND ELEVATIONS MUST BE VERIFIED BY THE CONTRACTOR.
SILT FENCE TO BE PLACE SOUTH OF PROPOSED WORK AS NEAR AS PRACTICAL,
BUT NOT MORE THAN 8 FEET FROM THE NEW WORK. IN NO INSTANCE SHALL SILT
FENCE BE PLACED IN WETLANDS OR TIDAL ZONE.
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
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C T
IO
N
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N S
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N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
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IS
IN
G
S A
V A
N N
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G E
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G
IA
J U
L
L
R N I
S I
N
E L
E V
A T I
O N
WEIR 14A-2
WEIR 14A-3
BIRD ISLAND
SOUTH
0+0
5+0
+0
+0
+0
0100’ 100’ 200’
SCALE: 1"=100’
DMCA 14A
LEGEND
28.7 SPOT ELEVATION
15+00
LEGEND
SPOT ELEVATION
SILT FENCE
STATION ALONG EXISTING ALIGNMENT
SETTLEMENT PLATE
D-13
P L
A N
F R
O
A
SILT FENCE
TOE
TOE
N761000
E
DMCA 14B
BORROW AREA
N762000
TOP
E
E
TOP
TOE
APPROXIMATE. GROUND ELEVATIONS MUST BE VERIFIED BY THE CONTRACTOR.
SILT FENCE TO BE PLACE SOUTH OF PROPOSED WORK AS NEAR AS PRACTICAL,
BUT NOT MORE THAN 8 FEET FROM THE NEW WORK. IN NO INSTANCE SHALL SILT
FENCE BE PLACED IN WETLANDS OR TIDAL ZONE.
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
+0
+0
+0
+0
1+
+0
+0
0 4 +0
+0
SP-5
SP-22
SP-21
SP-24
SP-23
SP-26
0100’ 100’ 200’
SCALE: 1"=100’
DMCA 14A
LEGEND
28.7 SPOT ELEVATION
15+00
LEGEND
SPOT ELEVATION
SILT FENCE
STATION ALONG EXISTING ALIGNMENT
SETTLEMENT PLATE
D-14
P L
A N
TOE
TOE
E
N764000
E
E
TOP
N765000
F
IN
G
A
2.
3.
4.
5.
6.
7.
8.
9.
10.
12.
11.
13.
BIRD ISLAND DIMENSIONS
DESIGNATION
BIRD ISLAND
(cy)
MATERIAL
DREGDED
(cy)
SAND
(cy)
CLEAN SAND
(cy)
FILL
TOTAL
ELEVATION
BIRD
ISLAND
Z1
SHOULDER
BIRD ISLAND SAND
1.
2.
15’
5’ (MIN)
1’ (MIN)
MATERIAL
(NOTE 5)
1 1
NOTES 13 AND 14
MATERIAL
120’ 120’
2%
(NOTE 5)
2%
CLEAN SAND (NOTE 6)
1’ (MIN)
5’ (MIN)
10%
EXISTING DIKE
150’
(MIN)
MATERIALDREDGED
120’
ELEV. Z1 (TYP)
2%
(NOTE 5)
2%
CLEAN SAND (NOTE 6)
ACCESS ROAD TO BE REMOVED (NOTE 10)
FINAL SURFACE
TEMPORARY SURFACE
PERMANENT ACCESS ROAD
DIKE
2’
CL
A SECTION (TYP)
BIRD ISLAND AND ACCESS ROAD
B
SECTION (TYP)
BIRD ISLAND
DETAIL
ACCESS ROAD
1.5’
2’
120’
IR
D
IS
L A
T A
IL
S
1.
1.5’
D-09
D-09
D-17
D-17
D-17
D-09
D-10
D-10
D-10
36,650 0
26,650
DETAILED ESTIMATE (REMAINING WORK)
14A-1(WEST)
14A-2(EAST)
14A-1 (WEST)
14A-2 (EAST)
140’
ACCESS ROAD
ELEVATION
SURFACE OF
FINISHED
17 (MIN.)
20 (MIN.)
300’
(MIN)
ROCK SURFACE (NOTE 7)
140’+/-
140’+/-
1.5’
140’+/-
10,000
10,000 31,000 21,000
SLOPE BEYOND
ACCESS ROAD
SAND
SAND
APPROX. EXISTING
GROUND LINE
SAND
NEW DREDGED
NEW DREDGED
CENTER
CENTER
BIRD
ISLAND
14A-1 (WEST)
14A-2 (EAST)
761,027.6
759,235.5
BIRD ISLAND LOCATION
COORDINATES GA E NAD 83
EAST NORTH
1,028,630.3
1,030,846.1
CENTER
EXISTING GROUND
EXISTING GROUND
EXISTING
GROUND
EXISTING GOUND
CLEAN SAND SHALL BE USED TO INHIBIT VEGETATION GROWTH. THE SAND SHALL BE
OBTAINED FROM THE BORROW AREA(S) AVAILABLE AT DMCA 14B UNLESS OTHERWISE DIRECTED.
TEMPORARY ACCESS ROAD(S) SHALL BE REMOVED AFTER COMPLETION OF EACH BIRD ISLAND.
MATERIAL REMOVED FROM TEMPORARY ACCESS ROADS SHALL BE USED AS EARTH FILL DURING
CONSTRUCTION AND/OR EVENLY STOCKPILED DIRECTLY ADJACENT TO DIKE BETWEEN STATIONS
AS APPROVED BY THE CONTRACTING OFFICERS REPRESENTATIVE.
THE CONTRACTOR MAY CHOOSE AN ALTERNATE ACCESS ROUTE IF CONDITIONS PERMIT
ACCESS FROM WITHIN THE DREDGED MATERIAL CONTAINMENT AREA. SUCH ACCESS WILL NOT
NEGATE THE NEED FOR THE PERMANENT PORTION OF THE DESIGN ACCESS ROAD AS SHOWN.
THE CONTRACTOR MAY CHOOSE TO USE GEOTEXTILE REINFORCEMENT TO REDUCE THE AMOUNT
OF SUBSIDENCE AND ENHANCE STABILITY OF THE ACCESS ROAD.
ALL MATERIALS INCLUDING DREDGED MATERIAL AND CLEAN SAND SHALL BE APPROVED BY THE
CONTRACTING OFFICER.
HAUL ROADS TO BIRD ISLANDS SHALL ONLY BE USED TO RAISE THE ISLANDS AND NOT FOR
DIKE CONSTRUCTION. TRAFFIC TO, FROM AND OVER EACH ISLAND SHALL BE LIMITED TO ONLY
THAT REQUIRED TO CONSTRUCT EACH ISLAND. THE CONTRACTOR SHALL ROUTE ALL BIRD ISLAND
HAULING EQUIPMENT IN A MANNER TO PROTECT AND AVOID ALL SETTLENT PLATE RISER PIPES, IF EXISTING. REPEATED HAULING PATHS OR PATTERNS SHALL NOT ENCROACH CLOSER THAN 20
FEET OF ANY SETTLEMENT PLATE RISER PIPE, IF EXISTING. HAUL ROADS TO BIRD ISLANDS
SHALL ONLY BE USED TO RAISE THE ISLANDS, NOT FOR DIKE CONSTRUCTION.
14.
THE BIRD ISLANDS HAVE BEEN CONSTRUCTED UNDER A PREVIOUS CONTRACT AND ARE DESIGNATED
TO BE RAISED AND MODIFIED UNDER THIS CONTRACT. QUANTITIES SHOWN IN THE DETAILED ESTIMATE
REFLECT ANTICIPATED WORK UNDER THIS CONTRACT. CROSS SECTIONS INDICATE THE COMPLETED
ISLAND FINAL PRODUCT DESIRED. EXISTING GROUND SHOWN ON THIS DRAWING SHOULD NOT BE USED
FOR WORK PREVIOUSLY COMPLETED. ACTUAL GROUND ELEVATIONS ARE TO BE OBTAINED FROM LATEST
SURVEY DATA.
SETTLEMENT PLATES ARE NOT ANTICIPATED FOR USE DURING THE RAISING OF THE BIRD ISLANDS. THE
CONTRACTOR IS EXPECTED TO MAKE AN ESTIMATE OFANY ADDITIONAL MATERIAL NEEDED TO COMPLETE
EACH ISLAND AND INCLUDE THAT COST INTO THE BID PRICE FOR ’BIRD ISLANDS, COMPLETE.’
QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. QUANTITIES
ARE BASED ON JUNE 2009 SURVEY BY
NED DURDEN & PARTY, COE, SAVANNAH, GA. ELEVATIONS SHALL
BE VERIFIED BY CONTRACTOR PRIOR TO BEGINNING OPERATIONS.
THE COST FOR CLEARING AND GRUBBING SHALL BE INCLUDED IN
THE BID ITEM "CLEARING AND GRUBBING, COMPLETE."
* ELEVATIONS ARE IN FEET ABOVE MEAN LOWER LOW WATER DATUM (EPOCH 1983-2001).
PRIOR TO CONSTRUCTION OF THE BIRD ISLANDS AND THE ACCESS ROAD, THE CONTRACTOR SHALL
REMOVE SURFACE WATER BY DITCHING WITHIN AND AROUND THE CONSTRUCTION AREA. THE COR
SHALL APPROVE SURFACE CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES.
CONSTRUCTION ACTIVITIES SHALL BE EXECUTED SUCH THAT EXISTING DREDGED MATERIAL AND
EMPLACED FILL REMAINS IN A STABLE CONDITION. A LARGE AMOUNT OF SETTLEMENT AND MUD
WAVING MAY RESULT FROM CONSTRUCTION OF THE BIRD ISLANDS AND ACCESS ROAD.
THE BIRD ISLAND SHALL BE RAISED UNIFORMLY OVER THE ENTIRE FOOTPRINT.
DURING CONSTRUCTION, THE BIRD ISLAND(S) SHALL BE RAISED NOT MORE THAN 1 VERTICAL
FOOT PER WEEK.
PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE
THE BIRD ISLAND DIMENSIONS TABLE AND VOLUMES WHICH ARE BASED ON THE ELEVATION
OF THE DREDGED MATERIAL AT THE TIME OF SURVEY. THE CONTRACTOR SHALL NOTIFY THE COR
IMMEDIATELY IF THE AS-BUILT THICKNESS AND VOLUME WILL BE GREATER THAN THE VALUE
SHOWN ON THE CONSTRUCTION DRAWINGS.
EARTH MATERIAL SHALL BE HARVESTED FROM BORROW AREAS SPECIFIED IN THE CONTRACT
DOCUMENTS. BORROW MATERIAL SHALL NOT BE TAKEN FROM WITHIN 100 FT OF THE PERIMETER
OF THE FOOTPRINT OF THE BIRD ISLAND.
D-15
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PROPOSED FILL
EXISTING SURFACE 3. CENTERLINE OF PROPOSED FILL
OFFSET 22 FEET TOWARD INTERIOR.
2. TOP OF FILL ELEVATION 22 MLLW.
1. FILL ASSUMED TO HAVE TOP
WIDTH OF 16 FEET AND 1V ON 2.5H
SIDE SLOPES.
S-01
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0 25 50 75 100-25-50-75-100
LDIKE C EL. 22.0
PROPOSEDTOP WIDTH = 16.0’
EXISTING
2.0%
TYPICAL CROSS SECTION
N.T.S.
22’OFFSET
SN
EXISTING GROUND
CENTERLINE OF EXISTING DIKE
EW
N.T.S.
DMCA 14A INTERIOREXTERIOR
2.5
2.5
E L
E V
A T I
O N
CENTERLINE PROFILE
EL. 15.0
30’
B A
S E
L I
N E
GEOTEXTILE FABRIC
65 FT. LENGTH PLACED
PERPENDICULAR TO
DIKE ALIGNMENT
T Y
P I
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C T I
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A
O F I
L
K E
SEE PLATES S-02, S-03 AND S-04
B E
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E N
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TO 14BTOP OF NEW DIKE - EL. 22 MLW (OFFSET FROM EXISTING CENTERLINE 22 FEET)
0 25 50 75 100-25-50-75-100
1+00
0 25 50 75 100-25-50-75-100
5+00
0 25 50 75 100-25-50-75-100
10+00
0 25 50 75 100-25-50-75-100
15+00
0 25 50 75 100-25-50-75-100
20+00
0 25 50 75 100-25-50-75-100
25+00
0 25 50 75 100-25-50-75-100
30+00
0 25 50 75 100-25-50-75-100
35+00
Area 0.7 ft2 Volume 0.0 CY
Area 384.8 ft2 Volume 2855.6 CY
Area 381.2 ft2 Volume 7092.6 CY
Area 382.4 ft2 Volume 7070.4 CY
Area 385.3 ft2 Volume 7108.3 CY
Area 390.4 ft2 Volume 7182.4 CY
Area 388.1 ft2 Volume 7208.3 CY
Area 383.7 ft2 Volume 7146.3 CY
S-02
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50+00
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70+00
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0 25 50 75 100-25-50-75-100
75+00
-5
Area 392.3 ft2 Volume 7185.2 CY
Area 389.1 ft2 Volume 7235.2 CY
Area 393.0 ft2 Volume 7241.7 CY
Area 394.7 ft2 Volume 7293.5 CY
Area 392.7 ft2 Volume 7290.7 CY
Area 384.9 ft2 Volume 7200.0 CY
Area 391.8 ft2 Volume 7191.7 CY
Area 380.6 ft2 Volume 7151.9 CY
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80+00
0 25 50 75 100-25-50-75-100
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0 25 50 75 100-25-50-75-100
85+46
Area 382.0 ft2 Volume 7061.1 CY
Area 344.3 ft2 Volume 6725.0 CY
Area 0.0 ft2 Volume 293.3 CY
S-04
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+0
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B A
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4. FINAL PAYMENT WILL BE BASED ON THE IN-PLACE TOTAL DIKE NEAT TEMPLATE
CUBIC YARDAGE OF 118,000 CY. NO ADDITIONAL OR SEPARATE PAYMENT WILL BE
MADE FOR TOLERANCE MATERIAL, SETTLEMENT OR CONSOLIDATION, OR DENSITY
DIFFERENCES BETWEEN BORROW AREA, HAULING EQUIPMENT, AND FINAL PLACEMENT.
THE CONTRACTOR SHALL DETERMINE THE REQUIREMENTS FOR EACH AND INCLUDE
THE COST THEREOF IN HIS UNIT BID PRICE.
NOTES:
1. TOTAL DIKE (NEAT TEMPLATE) INDICATES ABOUT 118,000 CUBIC YARDS.
2. TOLERANCE FOR CONSTRUCTION IS MINUS ZERO (0) AND PLUS
NINE (9) INCHES FOR ALL PROPOSED EARTHWORK SURFACES.
3. THE ADDITIONAL MATERIAL REQUIRED TO CONSISTANTLY CONSTRUCT THE
DESIGN TEMPLATE TO DESIGN ELEVATION IS ESTIMATED TO BE 19,400 CY.
5. TOTAL GEOTEXTILE FOR BACK DIKE IS ABOUT 61,800 SY.
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TYPICAL FINGER DIKE SECTION
EXISTING FINGER DIKE AND GROUND ELEVATION VARIES
TOP EL. 22 MLLW
N.T.S.
FILL 2
FILL 1 FILL 1
NOTES:
N.T.S.
C L
SETTLEMENT PLATE
1. PLACE ALL FILL TO TOP ELEVATION OF EXISTING FINGER DIKE (FILL 1)
BEFORE PLACING ANY FILL ABOVE THE EXISTING TOP ELEVATION (FILL 2).
24’ 24’
16’
E L
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E L
E V
A T I
O N
-100 -80 -60 -40 -20 0 20 40 60 80 100
100806040200-20-40-60-80-100
TYPICAL SETTLEMENT PLATE SECTION
FOR FINGER DIKE
G
P
IC
A L
S E
C T
IO
N S
S-05
2. DIKE TEMPLATE VOLUME IS 148,000 CY. SETTLEMENT & CONSOLIDATION ESTIMATED AT 30,000 CY
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S-06
EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
0+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
1+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
2+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
3+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
4+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
5+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
6+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
7+00
FA 0.0 FV 0.0
FA 8.9 FV 16.5
FA 13.1 FV 40.8
FA 15.1 FV 52.2
FA 18.1 FV 61.4
FA 23.7 FV 77.4
FA 3.5 FV 50.4
FA 0.5 FV 7.3
BEGIN
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EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
8+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
9+00
E L
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O N
0 20 40 60 80 100-20-40-60-80-100
10+00
E L
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0 20 40 60 80 100-20-40-60-80-100
11+00
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O N
0 20 40 60 80 100-20-40-60-80-100
12+00
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0 20 40 60 80 100-20-40-60-80-100
13+00
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O N
0 20 40 60 80 100-20-40-60-80-100
14+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
15+00
FA 14.1 FV 26.9
FA 4.9 FV 35.2
FA 50.7 FV 103.0
FA 174.3 FV 416.7
FA 278.1 FV 837.7
FA 302.0 FV 1074.2
FA 234.6 FV 993.7
FA 248.1 FV 893.9
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S
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T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
O
E
S E
C T
IO
A
T
O
S-08
EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
16+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
17+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
18+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
19+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
20+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
21+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
22+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
23+00
FA 401.5 FV 1203.1
FA 473.9 FV 1621.1
FA 504.0 FV 1810.9
FA 504.4 FV 1867.5
FA 540.3 FV 1934.7
FA 583.2 FV 2080.6
FA 603.3 FV 2197.3
FA 625.6 FV 2275.9
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
T
IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
IC
IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
O
E
S E
C T
IO
A
T
O
1+
S-09
EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
24+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
25+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
26+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
27+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
28+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
29+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
30+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
31+00
FA 683.1 FV 2423.7
FA 735.2 FV 2626.6
FA 789.0 FV 2822.6
FA 782.9 FV 2910.9
FA 800.8 FV 2932.7
FA 804.4 FV 2972.5
FA 775.9 FV 2926.3
FA 721.0 FV 2771.9
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
Y
M B
O L
D E S
C R
IP
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IO
N
F
M E
C
D E S
IG
N
D A T E
S O
L
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IT
A T
C O
N T R
A
C A T E
G O
R Y
C
O D
E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
E
U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
O R
G E
O R
G
IA
J U
L
O
E
S E
C T
IO
A
T
O
S-10
EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
32+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
33+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
34+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
35+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
36+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
37+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
38+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
39+00
FA 624.8 FV 2492.1
FA 567.4 FV 2207.7
FA 514.4 FV 2003.2
FA 533.4 FV 1940.3
FA 550.0 FV 2006.3
FA 605.9 FV 2140.5
FA 653.7 FV 2332.5
FA 671.4 FV 2453.8
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
S
Y S
T
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M B
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D E S
C R
IP
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N
F
M E
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D E S
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N
D A T E
S O
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IT
A T
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N T R
A
C A T E
G O
R Y
C
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P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
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U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
IC
T
C W
K
W
H N B
IS
IN
G
S A
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N N
R B
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G E
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S-11
GEOTEXTILE 80’
EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
GEOTEXTILE FABRIC
GEOTEXTILE 80’
GEOTEXTILE 80’
GEOTEXTILE 80’
GEOTEXTILE 80’GEOTEXTILE 80’
GEOTEXTILE 80’
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
40+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
41+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
42+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
43+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
44+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
45+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
46+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
47+00
FA 560.5 FV 2281.2
FA 673.5 FV 2285.2
FA 739.1 FV 2616.1
FA 871.9 FV 2983.5
FA 911.2 FV 3302.1
FA 750.3 FV 3076.9
FA 452.5 FV 2227.4
FA 572.9 FV 1898.9
GEOTEXTILE 80’
D
2 3
C
4 5
$$USERNAME$$
D G
N S
P E
C
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M B
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D E S
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N T R
A
C A T E
G O
R Y
C
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E
P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
E S
C T
IO
N
J D
H
D G
N S
P E
C
S
Y S
T
IM
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U S
E R
N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
S A
V A
N N
T R
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C W
K
W
H N B
IS
IN
G
S A
V A
N N
R B
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G E
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S-12
EXISTING GRADE PROPOSED DIKE FA = FILL AREA FV = FILL VOLUME
GEOTEXTILE FABRIC
GEOTEXTILE 80’
GEOTEXTILE 80’
GEOTEXTILE 80’
GEOTEXTILE 80’
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
48+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
49+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
50+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
51+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
52+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
53+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
54+00
E L
E V
A T I
O N
0 20 40 60 80 100-20-40-60-80-100
55+00
FA 813.8 FV 2568.0
FA 987.8 FV 3336.3
FA 988.6 FV 3659.9
FA 938.6 FV 3568.8
FA 393.3 FV 2466.4
FA 631.0 FV 1896.8
FA 590.6 FV 2262.2
FA 590.0 FV 2186.3
D
2 3
C
4 5
$$USERNAME$$
D G
N S
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C
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A
C A T E
G O
R Y
C
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P L O
T
S
C A L E
B Y
D A T E
PLATE
REFERENCE
NUMBER
S
IZ
E
D
"X
F
M E
V
IE
W
C H
IE
F D
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C T
IO
N
J D
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D G
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C
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T
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N A
M E
A
R a n d a ll C
M il le r, P .E
US ARMY CORPS
OF ENGINEERS
SAVANNAH
U S
A R
M Y
E
N G
IN
E
T R
IC
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