B.08.02_Drawings.pdf
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- C44 Reservoir STA Project, C44 Intake Canal Bank Stabilization ICBS, Martin County, Florida
- Solicitation number
- W912EP19R0013
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TO S.R. 709
Ci tr us
Bl vd
C it ru s
B lv d
Stuart TowerF o x
B ro w n
R o a d
MAYACA 2
Martin County
Vocational Center
B r i d g e
R o o s e v e l t
SEWALL
Martin Highway
DOROTHY
W a rfie ld
H ig hwa y
B e e lin e ig hwa y
TO JUPITER
710 95
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IS
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\01 General\G-01
M M
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J A
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L E D
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XXXXXX-XX-X-XXXX
JACKSONVILLE DISTRICT
C-
CANAL
CIT
RUS B
LC
D.
STATE
ROAD 7
STUART
JUPITER
INDIANTOWN
LAKE OKEECHOBEE
ROUTE 1
INTERSTATE 95
MARTIN COUNTY, FLORIDA
CANAL
C-44 INTAKE
O
P T
IO
N A
L C
A L
U E
O
P T
IO
N A
L C
A L
U E
/A
N /A
G-01
G E
N E
R
L
C D
R
G-02
G-03
ABBREVIATIONS AND REFERENCE SYMBOLOGY
INDEX TO DRAWINGS
TITLE
GENERAL
DWG NO
COVER, LOCATION, AND INDEXG-01
C-02
C-03
C-01
C-04
C-05
C-06
C-07
C-08
C-09
PLAN - STA. 31+00 TO STA. 53+75
PLAN - STA. 53+75 TO STA. 75+00
PLAN - STA. 75+00 TO STA. 97+00
PLAN - STA. 97+00 TO STA. 119+00
PLAN - STA. 119+00 TO STA. 141+00
PLAN - STA. 141+00 TO STA. 163+00
PLAN - STA. 163+00 TO STA. 185+00
PLAN - STA. 185+00 TO STA. 202+40
SITE ACCESS AND CONTRACTOR STAGING AREA
PLAN - STA. 9+00 TO STA. 31+00
G-04 SHEET LAYOUT AND ALIGNMENT DATA
CIVIL SECTION
C-11
C-10
AS-BUILTS
INTAKE CANAL
VOLUME IV CR 726 BRIDGE
VOLUME II
V-01
SURVEY AND MAPPING
SURVEY CONTROL AND NOTES
TYPICAL RIPRAP TRANSITION PLAN
TYPICAL SECTIONS AND DETAILS
C O
V E
R L
O C
A T
IO
N A
N D I
N D
E X S
H E
E T
C-44 RESERVOIR/STA PROJECT
C-44 INTAKE CANAL - BANK STABILIZATION (ICBS)
W912EP19R0013
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
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IS
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\01 General\G-02
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FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
M-511
DRAWING WHERE SHOWN
SMALL CONDITIONS DETAIL INDICATOR
SCALE REFERENCE
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
EXTERIOR ELEVATION
MARK No. CALLOUT MARK TITLE
4 REQ'D
PART
PART
SEQUENCE NUMBER
DRAWING WHERE SHOWN
MARK PREFIX
QUANTITY REQUIRED
DRAWING WHERE SHOWN
DETAIL BOUNDRY
A-302
DRAWING WHERE SHOWN
S-706
OBJECT REFERENCED
S-506
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
S-506
A-201 A-201 A-202 A-202
C
T - TELECOMMUNICATIONS
E - ELECTRICAL
M - MECHANICAL
F - FIRE PROTECTION
Q - EQUIPMENT
A - ARCHITECTURAL
S - STRUCTURAL
C - CIVIL
B - GEOTECHNICAL
V - SURVEY/MAPPING
G - GENERAL
DRAWING SET TABLE OF CONTENTS
TERMS AND ABBREVIATIONS LINE SYMBOL KEY
WASTE LINE, SANITARY
POTABLE COLD WATER
DEMOLITION/REMOVAL
COMPRESSED AIR
COMUNICATION, OVERHEAD
COMMUNICATION, UNDERGROUND
CULVERT
DITCH
ELECTRICAL PRIMARY, OVERHEAD
ELECTRICAL PRIMARY, UNDERGROUND
ELECTRICAL SECONDARY, OVERHEAD
ELECTRICAL SECONDARY, UNDERGROUND
FENCE
FIBER OPTIC, UNDERGROUND
POTABLE HOT WATER
OBJECT CENTERLINE
FUEL OIL RETURN
FUEL OIL SUPPLY
GUARDRAIL
LPG SUPPLY
WATER MAIN
RIGHT-OF-WAY
PROPERTY LINE
MATERIAL SYMBOL KEY
REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITREDUCED TO FIT
REDUCED TO FIT
FEET-INCHES
EQUAL TO
NUMBER
PERCENT
ELEVATION DATUM INDICATOR
KEYNOTE INDICATOR
DRAWING REVISION INDICATOR
OBJECT CENTERLINE IDENTIFIER
AT
DEGREE(S)
INCHES
X'-X"
EL 45.0
14 14OR
A
X^
X"
Mk. M-614-6
BUSHING MARK M-614-6
C4C4
D7
G3 F5
D7
WALL SECTION
SCALE: 1/4"=1'-0"
IDENTIFICATION
0 4' 8'2'
GRAPHIC SCALE
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
B7 A4
C3 D8
A3
F6
D6
DRAWING AREA TITLE
A1 30' 60'00 10' 20'
DIKE CROSS SECTION STA 2+30 TO STA 5+43
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'
IDENTIFICATION
SCALE REFERENCE
GRAPHIC SCALES
REDUCED TO FIT
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
OUT IN DETAIL
LOCATION CALLED
AND MARK No.
NOMENCLATURE
IDENTITY SYMBOL KEY
LIMITS OF CONSTRUCTION
POUNDSLBS
POUND FORCELBF
ANGLEL
INSIDE RADIUSIR
IRON PIPE SIZEIPS
IRON PIPEIP
INVERT ELEVATIONINV EL
INVERTINV
INCH POUNDIN-LB
INSIDE DIAMETERID
HEIGHTHT
HORIZONTALHORIZ
HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA
HANDICAPPEDHCP
FEDERAL GOVERNMENTGOVT
FEET/FOOTFT
FEDERAL SPECIFICATIONFS
FIGUREFIG
FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT
ESTIMATEEST
EQUIPMENTEQUIP
EQUALEQ
ELEVATIONEL
EACHEA
DRAWINGDWG
DIAGONALDIAG
DIAMETERDIA
DETAILDET
DEMOLITIONDEMO
DEGREEDEG
CUBIC YARDCU YD
CUBIC FEETCU FT
CONTROLCTRL
CENTERCTR
CONSTRUCTION SPECIFICATIONS INSTITUTECSI
CONCRETE REINFORCING STEEL INSTITUTECRSI
CHANGE ORDER REQUESTCOR
CONCRETECONC
CLEARCLR
CENTERLINECL
BETWEENBTWN
BOTTOMBOT
BELOWBLW
BULKHEADBLKHD
BUILDINGBLDG
AMERICAN WATER WORKS ASSOCIATIONAWWA
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
ASYMMETRICALASYM
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
ASSEMBLYASSY
AMERICAN SOCIETY OF MECHANICAL ENGINEERSASME
AMERICAN SOCIETY OF CIVIL ENGINEERSASCE
AS REQUIREDAR
APPENDIXAPPX
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ALTERNATEALT
ALIGNMENTALNMT
ALLOWANCEALLOW
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
ASPHALT INSTITUTEAI
ADDENDUMADDM
ADDITIONALADDL
ACROSSACR
AMERICAN CONCRETE INSTITUTEACI
ARTICULATED CONCRETE BLOCK MATACBM
ABNORMALABNL
ABANDONABAN
ARCHITECT/ENGINEERA/E
CONCRETE
CAST-IN-PLACE
PRECAST CONCRETE
COMPACTED FILL
EXISITNG SOIL
GLASS (ELEVATION)
/FDM
DRAINAGE BLANKET
BEDDING MATERIAL
CONCRETE MAT
RIPRAP
ROCK
FILTER SAND
ACBM
CONCRETE
ROLLER COMPACTED
GRAVEL
COBBLES
ALUMINUM
BRASS
STEEL / ALLOYS
WESTERN RESERVE PERIMETER CANALWRPC
WORKING POINTWP
WITHOUTW/O
WITHW/
TYPICALTYP
TOP OF BANKTOB
SYSTEMSYS
SYMMETRICALSYMM
SYMBOLSYM
SQUARE FEETSQ FT
SQUARESQ
SPECIFICATIONSPEC
SPOT ELEVATIONSP EL
REQUEST FOR INFORMATIONRFI
REVISIONREV
REQUIREDREQD
REFERENCEREF
RADIUSR
QUANTITYQTY
PROPERTYPROP
PROJECTPROJ
PAIRPR
PART NUMBERPN
OPPOSITEOPP
OUTSIDE DIAMETEROD
CENTEROCON
OVERALLOA
NOT TO SCALEN.T.S.
NORMALNORM
NOMINALNOM
NUMBERNO.
NOT IN CONTRACTNIC
SNATIONAL INSTITUTE OF BUILDING SCIENCESNIB
ANATIONAL FIRE PROTECTION ASSOCIATIONNFP
NATIONAL ELECTRIC CODENEC
MEAN SEA LEVELMSL
MINIMUMMIN
MAXIMUMMAX
MATERIALMATL
LARGELRG
LINEAR FOOTLF
/A
N /A
G-02
G E
N E
R A
L
A B
B R
E V
IA
T
IO
N S A
N D R
E F
E R
E N
C E S
Y M
B O
L O
G
RIP RAP LIMITS
J S
U B
M
IT
T E
G-03
V
-C
IC
B S -G
I1 .D
G
0 2000'1000'
CONTRACTOR STAGING AREA
400'0 200'
G E
N E
R A
L
C O
N T
R A
C T
O R S
T A
G
IN
G A
R E
A
C D
R
C W
H
C -4
C
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R U
S B
L V
D
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IN
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A
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GENERAL NOTES
C
IT
R U
S B
L V
D
PROJ
ECT A
CCES
S R
OAD
S
IT
E A
C C
E S
S A
K
N N
E R H
W Y
SITE ACCESS AND FEATURES
.REQUIREMENTS
NAVD88 AND SHALL COMPLY WITH ALL SPECIFICATIONS AND
DISPOSAL AREA SHALL NOT EXCEED ELEVATION 33.0 FT.
MAXIMUM HEIGHT OF THE STOCKPILED MATERIAL IN THE 8.
SECTION 01 11 00.
ENDS NEAR STATION 202+37. REFER TO SPECIFICATION
7. OPTION "A" ORDER OF WORK STARTS AT STATION 189+00 AND
AVOID ADVERSE DRAINAGE CONDITIONS.
CONTRACTOR IS RESPONSIBLE FOR SIZING THE CULVERT TO
FOR REVIEW AND APPROVAL BY THE GOVERNMENT.
6. CONTRACTOR SHALL SUBMIT TEMPORARY CULVERT CROSSING
THE WEST BANK.
STATION 120+00 ON THE EAST BANK AND STATION 189+00 ON
STATION 9+75 AND WEST THE BANK STATION 9+45 AND ENDS AT
5. PHASE II, SECOND ORDER OF WORK STARTS AT THE EAST BANK
STATION 120+00 AND ENDS AT THE EAST BANK STATION 189+00.
4. PHASE I, FIRST ORDER OF WORK STARTS AT THE EAST BANK
ROAD.
3. NO TRACK VEHICLES ARE ALLOWED ON THE PAVED ACCESS
2. EXISTING DRAINAGE SHALL NOT BE IMPACTED AT ANY TIME.
PRE-CONSTRUCTION CONDITIONS.
1. ALL DISTURBED AREAS SHALL BE RESTORED TO
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SHEET ID
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US Army Corps
U .S
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M M
M M
M M
M M
M Y
Y
S I
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N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
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A N M
A R
C O B
L V
D
J A
C K
S O
N V
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L E F
L
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C
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L O
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ID
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C -4
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V O
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T A P
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C T
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W E
P
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INDIANTOWN AIRPORT
CELL 2
C-44 INTAKE CANAL
C-44 INTAKE CANAL
WEST BANK
EAST BANK
PHASE I - EAST BANKPHASE II - EAST BANK
PHASE II - WEST BANK
WEST BANK
EAST BANK
EAST BANK
WEST BANK
OPTION - A
OPTION - A
AREA (3.35ac ±)
STAGE/LAYDOWN
AREA
DISPOSAL
MINUTE MAID ROAD
DISPOSAL AREA
BRIDGE
CITRUS BLVD.
E 841571.22
N 979577.20
E 841291.83
N 979465.15
E 841464.57
N 979034.46
E 841858.96
N 979192.64
E 841725.34
N 979192.92
E 841840.35
N 979239.05
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
E 841936
N 979085
E 841155
N 981032
E 841083
N 981416
E 841043
N 989759
E 840951
N 990180 E 840968
N 996453
E 841048
N 996845
E 841409
N 997689
E 841075
N 997831
E 840578
N 996667 E 840508
N 986017
E 840535
N 986017
E 840551
N 981317 E 840504
N 981318E 840553
N 978550
E 840551
N 978491
E 840543
N 978408
E 840850
N 978531 E 840857
N 978652
E 841120
N 989404
CROSSING (SEE NOTE 6)
TEMPORY CULVERT
E 841302
N 981096
E 841322
N 983476
E 845788
N 983476
E 845788
N 981998
E 845467
N 981589
E 842471
N 981588 E 842468
N 979201
E 842118
N 979061
ACCESS TO THE DISPOSAL AREA
THE EXISTING CONTRACTOR
APPROXIMATE LOCATION OF
ELECTRIC
EXISTING UNDERGROUND
ELECTRIC
EXISTING OVERHEAD
ELECTRIC
EXISTING OVERHEAD
ELECTRIC
EXISTING UNDERGROUND
C
IT
R U
S B
L V
S
U B
M
IT
T E
G-04
V
-C
IC
B S -G
I1 .D
G N
G E
N E
R A
L C
D R
C W
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C -4
C
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R U
S B
L V
D
M
IN
U T
E M
A
ID
R
D
K A
N N
E R H
W Y
S H
E E
T L
A Y
O U
T A
N D A
L
IG
N M
E N
T D
A T
GENERAL NOTES
NOT TO SCALE
SHEET LAYOUT
0 2000'1000'
External: 15.7789
Middle Ordinate: 14.9010
Chord: 176.1717
Tangent: 93.2758
Length: 179.5136
Radius: 267.8068
PT 114+46.36 988949.02 840798.81
CC 988782.23 841008.33
PI 113+60.12 988876.04 840740.71
PC 112+66.85 988782.76 840740.53
Element: Circular
Tangent Length: 78.0196
PC 112+66.85 988782.76 840740.53
PI 111+88.83 988704.74 840740.37
Element: Linear
Tangent Length: 2658.9969
PI 111+88.83 988704.74 840740.37
PI 85+29.83 986045.75 840735.29
Tangent Length: 2638.8888
PI 85+29.83 986045.75 840735.29
PI 58+90.94 983406.90 840721.95
Tangent Length: 2639.0226
PI 58+90.94 983406.90 840721.95
PI 32+51.92 980767.97 840698.94
Tangent Length: 2032.9417
PI 32+51.92 980767.97 840698.94
PI 12+18.98 978735.04 840705.96
Tangent Length: 247.4258
PI 12+18.98 978735.04 840705.96
PI 9+71.55 978488.00 840692.16
Tangent Length: 142.6212
PI 9+71.55 978488.00 840692.16
PI 8+28.93 978345.61 840684.20
Tangent Length: 50.1422
PI 8+28.93 978345.61 840684.20
PI 7+78.79 978295.61 840687.98
Tangent Length: 778.7874
PI 7+78.79 978295.61 840687.98
POB 0+00.00 977516.82 840690.67
STATION NORTHING EASTING
C-44 INTAKE CANAL
Radius: 269.9961
PT 124+59.83 989881.57 840742.73
CC 989880.62 841012.73
PI 123+72.85 989787.49 840742.40
PC 122+78.77 989713.58 840800.61
Element: Circular
Tangent Length: 90.2199
PC 122+78.77 989713.58 840800.61
PT 121+88.55 989642.70 840856.43
Element: Linear
External: 17.3737
Middle Ordinate: 16.4105
Chord: 194.3781
Tangent: 102.8936
Length: 198.0519
Radius: 296.0006
PT 121+88.55 989642.70 840856.43
CC 989459.56 840623.88
PI 120+93.39 989561.86 840920.09
PC 119+90.50 989458.97 840919.88
Element: Circular
Tangent Length: 255.2485
PC 119+90.50 989458.97 840919.88
PT 117+35.25 989203.72 840919.37
External: 17.2861
Middle Ordinate: 16.3323
Chord: 193.9274
Tangent: 102.6263
Length: 197.5748
Delta:
Radius: 295.9998
PT 117+35.25 989203.72 840919.37
CC 989204.32 840623.37
PI 116+40.30 989101.09 840919.16
PC 115+37.68 989020.62 840855.48
Tangent Length: 91.3176
PC 115+37.68 989020.62 840855.48
PT 114+46.36 988949.02 840798.81
Degree of Curvature - CONTINUED
Tangent Length: 897.2906
POE 202+36.82 997583.27 841137.31
PT 193+39.53 996757.90 840785.34
External: 6.2935
Middle Ordinate: 6.1678
Chord: 122.8604
Tangent: 62.6814
Length: 123.6845
Radius: 308.9991
PT 193+39.53 996757.90 840785.34
CC 996636.69 841069.57
PI 192+78.52 996700.24 840760.75
PC 192+15.84 996637.56 840760.57
Tangent Length: 5274.4100
PC 192+15.84 996637.56 840760.57
PI 139+41.43 991363.17 840745.71
Element: Linear
Tangent Length: 1481.6011
PI 139+41.43 991363.17 840745.71
PT 124+59.83 989881.57 840742.73
External: 15.9220
Middle Ordinate: 15.0354
Chord: 177.6842
Tangent: 94.0813
Length: 181.0578
ALIGNMENT DATA
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
R S
/1 /2
F
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M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
3. CONVERSION FROM NAVD88 TO NGVD29 IS +1.39 FT.
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
INDIANTOWN AIRPORT
C-01 C-01 C-02 C-02 C-03 C-03 C-04 C-04 C-05 C-05 C-06
C-06 C-07 C-07 C-08 C-08 C-09
C-09PROJECT ACCESS ROAD
PT 26+32.10 981416.09 841065.61
CC 981407.17 842089.57
PI 24+34.92 981213.77 841063.84
PC 22+32.59 981025.98 841139.16
Tangent Length: 1856.54
Tangent Direction: N 21^51'17" W
PC 22+32.59 981025.98 841139.16
PI 3+76.04 979302.86 841830.27
Tangent Length: 376.04
Tangent Direction: N 21^51'17" W
3+76.04 979302.86 841830.27 PI
POB 0+00.00 978953.85 841970.25
PROJECT ACCESS ROAD
Tangent: 224.34
Length: 441.70
Degree of CurvatureArc: 5^35'43"
Delta: 24^42'51" Right
Radius: 1024.00
PT 114+20.54 990180.24 840934.33
CC 990178.18 841958.33
PI 112+03.18 989955.90 840933.88
PRC 109+78.84 989751.92 841027.26
Tangent Direction: N 24^35'56" W
Radial Direction: N 65^24'04" E
Chord Direction: N 12^14'31" W
Radial Direction: S 89^53'06" E
Tangent Direction: N 0^06'54" E
External: 19.73
Middle Ordinate: 19.27
Chord: 356.10
Tangent: 182.27
Length: 358.88
Degree of CurvatureArc: 6^53'11"
Delta: 24^42'51" Left
Radius: 832.00
PRC 109+78.84 989751.92 841027.26
CC 989405.59 840270.77
PI 108+02.24 989586.19 841103.14
PC 106+19.97 989403.92 841102.77
Tangent Length: 699.90
Tangent Direction: N 0^06'54" E
PC 106+19.97 989403.92 841102.77
PI 99+20.06 988704.02 841101.37
Tangent Length: 2659.49
Tangent Direction: N 0^06'34" E
PI 99+20.06 988704.02 841101.37
PI 72+60.57 986044.53 841096.28
Tangent Length: 2640.07
Tangent Direction: N 0^17'23" E
PI 72+60.57 986044.49 841096.28
PI 46+20.50 983404.45 841082.93
Tangent Length: 1988.39
Tangent Direction: N 0^29'59" E
PI 46+20.50 983404.41 841082.93
PT 26+32.10 981416.09 841065.59
Tangent Direction: N 0^29'58" E
Radial Direction: S 89^30'02" E
Chord Direction: N 10^40'39" W
Radial Direction: N 68^08'43" E
Tangent Direction: N 21^51'17" W
External: 19.80
Middle Ordinate: 19.42
Chord: 396.99
Tangent: 202.33
Length: 399.52
Degree of CurvatureArc: 5^35'43"
Delta: 22^21'15" Right
Radius: 1024.00
Element: Circular - CONTINUED
Tangent Length: 862.16
Tangent Direction: N 23^05'44" E
POE 189+65.61 997645.09 841371.32
PT 181+03.45 996852.03 841033.12
Tangent Direction: N 23^05'44" E
Radial Direction: S 66^54'16" E
Chord Direction: N 11^37'43" E
Radial Direction: S 89^50'19" E
Tangent Direction: N 0^09'41" E
External: 20.86
Middle Ordinate: 20.44
Chord: 407.15
Tangent: 207.72
Length: 409.88
Degree of CurvatureArc: 5^35'43"
Delta: 22^56'02" Right
Radius: 1024.01
PT 181+03.45 996852.03 841033.12
CC 996450.35 841975.05
PI 179+01.29 996660.96 840951.64
PC 176+93.57 996453.24 840951.05
Tangent Length: 1453.11
Tangent Direction: N 0^09'41" E
PC 176+93.57 996453.24 840951.05
PI 162+40.46 995000.13 840946.96
Tangent Length: 3635.57
Tangent Direction: N 0^09'41" E
PI 162+40.46 995000.13 840946.96
PI 126+04.89 991364.58 840936.71
Tangent Length: 1184.35
PI 126+04.89 991364.58 840936.71
PT 114+20.54 990180.24 840934.33
Radial Direction: S 89^53'06" E
Chord Direction: N 12^14'31" W
Radial Direction: N 65^24'04" E
Tangent Direction: N 24^35'56" W
External: 24.29
Middle Ordinate: 23.72
Chord: 438.28
Degree of CurvatureArc - CONTINUED
C
IT
R U
S B
L V
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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E E
R S
/1 /2
F
IL
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M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
S
U B
M
IT
T E
V-01
V
-C
IC
B S -G
I1 .D
G N
N
0 2000'1000'
C D
R
C W
H
C -4
C
IT
R U
S B
L V
D
M
IN
U T
E M
A
ID
R
D
K A
N N
E R H
W
LEGEND
U
R V
E Y A
N D M
A P
P
IN
G
S U
R V
E Y C
O N
T R
O L A
N D N
O T
E S
SURVEY CONTROL
C44 RV3 RESET
STU APPELBAUM
N 522
J 522
F007
N/A
BBCV07
AJ8248
AJ8245
AF7685
996,739.35
982,393.78
983,948.14
977,119.71
983,118.06
840,571.47
850,532.49
859,911.34
840,781.07
824,655.74
28.47
30.20
25.13
25.50
38.23
DESIGNATION PID NORTHING EASTING NAVD88
SURVEY NOTES
SURVEY CONTROL PLAN
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
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M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
SURVEY CONTROL POINT
J 522
STU APPELBAUM
SURVEY SERVICES, INC. OF BRADENTON FLORIDA.
HYDROGRAPHIC SURVEY PERFORMED FOR THE USACE BY HYATT
SURVEY NOTES 16-067 - C-44 SFER - TOPOGRAPHIC AND
13. CONVERSION FROM NAVD88 TO NGVD29 IS +1.39 FT.
AUTOCAD CIVIL 3D 2015, AND HYPACK 2014.
12. ALL DATA WAS PROCESSED WITH TRIMBLE BUSINESS CENTER,
COLLECTION (TRIMBLE SURVEY CONTROLLER TSC2).
DUAL FREQUENCY RTK GPS SYSTEM WITH AUTOMATED DATA
11. TOPOGRAPHIC DATA WAS COLLECTED WITH A TRIMBLE R8
COLLECTED WITH HYPACK 2014.
PER USACE STANDARDS. THE HYDROGRAPHIC DATA WAS
16 APRIL 2014) AND WAS VERIFIED BY STANDARD BAR CHECKS
MEASURED DAILY WITH AN ODOM DIGIBAR PRO (CALIBRATED:
KINEMATIC (RTK) GPS ON SITE. THE SOUND VELOCITY WAS
TIDE VALUES WERE CONFIRMED DAILY WITH REAL TIME
HEADING SENSOR WITH REAL-TIME TIDE CORRECTIONS. BOAT
WAS OBTAINED USING A TRIMBLE SPS 461 POSITION AND
ODOM HYDROTRAC FATHOMETER. HORIZONTAL POSITIONING
ODOM HIGH FREQUENCY (200 KHZ) TRANSDUCER WITH AN
10. HYDROGRAPHIC SURVEY DATA WAS COLLECTED USING AN
TITLED “SURVEY CONTROL” IN THESE PLANS.
TO PERFORM THIS COLLECTION ARE AS SHOWN IN THE TABLE
9. THE PRIMARY SURVEY CONTROL POINTS AND POSITIONS USED
UNITS OF U.S. SURVEY FEET.
8. ALL MEASUREMENTS AND DIMENSIONS ARE EXPRESSED IN THE
VERTICAL DATUM OF 1988 (NAVD88).
7. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN
FLORIDA EAST ZONE (0901).
NAD83(2011), FLORIDA STATE PLANE COORDINATE SYSTEM,
ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983,
6. HORIZONTAL COORDINATES ARE REFERENCED TO THE 2011
726.
SOUTHERLY BRIDGE AT THE INTERSECTION OF COUNTY ROAD
PLUG AT THE NORTHERLY END OF THE INTAKE CANAL TO THE
BANK TO BANK. DATA COLLECTION BEGAN AT THE EARTHEN
BERMS OR DITCHES AND OTHER MANMADE FEATURES FROM
GREATER THAN 1 FOOT VERTICALLY, TOPS AND TOES OF
(TOPO) AND 3 FOOT SPACING (HYDRO), BREAKS IN GRADE
TO THE BASELINE AT, APPROXIMATELY A 10 FOOT SPACING
AT ONE HUNDRED FOOT (100’) INTERVALS AND PERPENDICULAR
5. CROSS SECTION DATA WAS COLLECTED BY SPOT ELEVATIONS
FLORIDA.
C-44 CONTAINMENT 1 PROJECT AREA IN MARTIN COUNTY,
TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF THE EXISTING
4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A
3. DATE OF FIELD SURVEY: 10 THROUGH 28 APRIL 2016.
2. LOCATION: MARTIN COUNTY, FLORIDA.
PROJECT.
1. PROJECT TITLE: C-44, INTAKE CANAL - BANK STABILIZATION
INDIANTOWN AIRPORT
C44 INTAKE CANAL
PROJECT ACCESS ROAD
* NOT SHOWN ON PLAN
S-404
SPILLWAY
DISCHARGE
ELECTRIC
OVERHEAD
EXISTING
FPL
EXISTING
ELECTRIC
UNDERGROUND
EXISTING
C44 RV3 RESET
C
IT
R U
S B
L V
5 5
BARRIER AT COMPLETION OF RIPRAP INSTALLATION.
ALLOW FOR INSTALLATION OF RIPRAP. RE-INSTALL SAFETY
4. CONTRACTOR TO REMOVE AND STORE SAFETY BARRIER TO
CONNECTION TO EXISTING FEATURES.
3. REFER TO SHEETS C-10 & C-11 FOR DETAILED RIPRAP
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
(SEE NOTE 3)
E. INV. EL.=10.08'
EXISTING 60" RCP
W. INV. EL.=10.56'
60" RCP
EL. 21.9'
EXISTING 4'x8' CATCH BASIN / WEIR
J S
U B
M
IT
T E
C-01
PLAN - STA. 9+00.00 TO STA. 20+00.00
A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
PLAN - STA.20+00.00 TO STA. 31+00.00
M A
T C
H L
IN
E S
T A
T
IO
N
.0
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C W
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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/1 /2
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M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
CANAL TOP OF BANK
CANAL TOP OF BANK
O
C-11
C-11
A
O
(E
S T B
A N
K
C O
N S
T R
U C
T
IO
N
B E
G
IN
P
H A
S E I I
S T
A
(W E
S T B
A N
K
C O
N S
T R
U C
T
IO
N
B E
G
IN
P
H A
S E I I
S T
A
C
IT
R U
S B
L V
D . B
R
ID
G E
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
PILE (SEE NOTE 3)
EXISTING SHEET
PILE (SEE NOTE 3)
EXISTING SHEET
BARRIER (SEE NOTE 4)
EXISTING SAFETY
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
EXISTING PLATFORM
TIMBER PILE
EXISTING
TIMBER PILE
EXISTING
(APPROX. LOCATION)
EXISTING CONC. POLE
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
(SEE NOTE 3)
E. INV. EL.=9.63'
EXISTING 60" RCP
W. INV. EL.=10.56'
60" RCP
EL. 21.1'
EXISTING 4'x8' CATCH BASIN / WEIR
CONNECTION TO EXISTING FEATURES.
3. REFER TO SHEETS C-10 & C-11 FOR DETAILED RIPRAP
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-02
PLAN - STA. 31+00.00 TO STA. 42+00.00
PLAN - STA.42+00.00 TO STA. 52+75.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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/1 /2
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M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
O
O
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
(SEE NOTE 3)
EXISTING SWALE CHUTE
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
DIRT ROAD
EXISTING
(SEE NOTE 3)
E. INV. EL.=9.56'
EXISTING 60" RCP
(SEE NOTE 3)
E. INV. EL.=9.58'
EXISTING 60" RCP
CONNECTION TO EXISTING FEATURES.
3. REFER TO SHEETS C-10 & C-11 FOR DETAILED RIPRAP
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-03
PLAN - STA. 52+75.00 TO STA. 64+00.00
PLAN - STA.64+00.00 TO STA. 75+00.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-03
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
O
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
(SEE NOTE 3)
SWALE CHUTE
EXISTING
O
C-11
A
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
5 5 5
5 5
10 10
20 20
25 25
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
CONNECTION TO EXISTING FEATURES.
3. REFER TO SHEETS C-10 & C-11 FOR DETAILED RIPRAP
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-04
PLAN - STA. 75+00.00 TO STA. 86+00.00
PLAN - STA.86+00.00 TO STA. 97+00.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-04
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
O
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
(SEE NOTE 3)
SWALE CHUTE
EXISTING
O
C-11
A
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
5 5
(SEE NOTE 3)
E. INV. EL.=11.03'
EXISTING 60" RCP
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
DIRT ROAD
EXISTING
OF BANK
SWALE TOP
EXISTING
BOTTOM
EXISTING SWALE
DIRT ROAD
EXISTING
LINK FENCE
EXISTING CHAINDIRT ROAD
EXISTING
THE POINT WHERE THE FENCE MEETS THE RIPRAP"
TO ACCOMMODATE RIPRAP PLACEMENT AND REPLACED TO
4: "EXISTING CHAIN LINK FENCE TO BE TEMPORARILY REMOVED
CONNECTION TO EXISTING FEATURES.
3. REFER TO SHEETS C-10 & C-11 FOR DETAILED RIPRAP
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-05
PLAN - STA. 97+00.00 TO STA. 108+00.00
PLAN - STA.108+00.00 TO STA. 119+00.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-05
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
O
P
S
T A .8
P T S
T A .3
P C S
T A .6
P T S
T A .2
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
(SEE NOTE 3)
EXISTING SWALE CHUTE
O
C-11
A
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
M A
T C
H L
IN
E S
T A
T
IO
N
.0
DIRT ROAD
EXISTING
DIRT ROAD
EXISTING
ROAD
EXISTING
FPL
EXISTING
ELECTRIC
EXISTING UNDERGROUND
ELECTRIC
EXISTING UNDERGROUND
DAMAGE EVALUATION TEST SECTION.
3. REFER TO SPECIFICATIONS FOR DETAILS ON GEOTEXTILE
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-06
PLAN - STA. 119+00.00 TO STA. 130+00.00
PLAN - STA.130+00.00 TO STA. 141+00.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-06
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
O
P
S
T A .5
P T S
T A . 1
.5
P C S
T A . 1
.7
P T S
T A .8
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
O
C -1
A
(E A
S T B
A N
K
B E
G
IN
P
H A
S E I
S T
A . 1
(E A
S T B
A N
K
C O
N S
T R
U C
T
IO
N E
N D P
H A
S E
II
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
E 840881.86
N 989855.55
E 840901.16
N 989860.78
E 840887.09
N 989836.25
E 840906.39
N 989841.47
SEE NOTE 3
EVALUATION TEST SECTION,
GEOTEXTILE DAMAGE
5 5
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
DIRT ROAD
EXISTING
DIRT ROAD
EXISTING
INSTALLATION OF THE TEMPORARY PUMP STATION.
ASSUME PHASE I RIPRAP WILL BE INSTALLED PRIOR TO
SFWMD. FOR BIDDING PURPOSES CONTRACTOR SHALL
TEMPORARY PUMP STATION IS STILL TO BE DETERMINED BY
3. CONSTRUCTION TIME FRAME AND INSTALLATION OF THE
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-07
PLAN - STA. 141+00.00 TO STA. 152+00.00
PLAN - STA.152+00.00 TO STA. 163+00.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-07
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
M A
T C
H L
IN
E S
T A
T
IO
N
.0
O
C-11
A
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
SEE NOTE 3)
STATION (BY OTHERS,
FUTURE TEMPORARY PUMP
PIPES (SEE NOTE 3)
FUTURE DRAINAGE
PIPES (SEE NOTE 3)
FUTURE DRAINAGE
O
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
5 5
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
DIRT ROAD
EXISTING
DIRT ROAD
EXISTING
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-08
PLAN - STA. 163+00.00 TO STA. 174+00.00
PLAN - STA.174+00.00 TO STA. 185+00.00
GENERAL NOTES
C
IV
IL
P L
A N S
T A
C D
R
R A
V
C
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-08
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
R T
IN
C
O U
N T
Y F
L O
R
ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
50' 100'0
N
50' 100'0
N
O
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
O
C-11
A
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
M A
T C
H L
IN
E S
T A
T
IO
N
.0
189+00 TO STATION 202+40.
GOVERNMENT IT SHALL INCLUDE SURVEY DATA FROM STATION
5. WHEN SURVEY DATA FOR OPTION A IS COLLECTED BY THE
ADJACENT CROSS SECTION AT STA. 189+00 OR 192+00.
CANAL SHALL BE RE-GRADED BY OTHERS TO MATCH
4. EXISTING CROSSING AND PIPES TO BE REMOVED BY OTHERS.
EXISTING FEATURES.
3. REFER TO SHEET C-11 FOR DETAILED RIPRAP CONNECTION TO
1988 (NAVD88).
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF
1983, ADJUSTMENT OF 2011 (NAD83/11).
SYSTEM, FLORIDA EAST ZONE NORTH AMERICAN DATUM OF
1. HORIZONTAL DATUM IS THE STATE PLANE COORDINATE
M A
T C
H L
IN
E S
T A
T
IO
N
.0
M A
T C
H L
IN
E S
T A
T
IO
N
.0
J S
U B
M
IT
T E
C-09
PLAN - STA. 194+00.00 TO STA. 202+40.00
PLAN - STA. 185+00.00 TO STA. 194+00.00
IV
IL
P L
A N S
T A
C D
R
R A
V
C
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IC
IT
A T
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N N
O
D E
S
IG
N E
D B
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D E
S C
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N
A
M A
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S
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S U
B M
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D B
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D A
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C O
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C T N
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C H
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D B
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N B
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IS
S
U E D
A T
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
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IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-09
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
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IN
C
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N T
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ID
A
C -4
R
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T A P
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C T
C -4
I
N T
A K
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A N
A L B
A N
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T A
B
IL
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A T
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N
IC
B S
W E
P
R
N
50' 100'0
50' 100'0
N
CANAL TOP OF BANK
(S E
E N
O T
E
(SEE NOTE 4)
EXISTING PIPES
A P
P R
O X
IM
A T
E L
O C
A T
IO
N O
F E
X
IS
T
IN
G C
A N
A L C
R O
S S
IN
G
(SEE NOTE 3)
RIPRAP
FUTURE
OF BANK
CANAL TOP
O
(SEE NOTE 3)
AT EXISTING ACBM
END OPTION - A
(SEE NOTE 3)
BOAT RAMP
EXISTING
SITE
TIWCD PUMP STATION
FUTURE PERMANENT
(SEE NOTE 3)
CANAL SPILLWAY
RESERVE PERIMETER
FUTURE WESTERN
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 15.3
TOP OF RIPRAP
BARRIERS
TURBIDITY
EXISTING
PILE COFFERDAM
OF EXISTING SHEET
APPROXIMATE LOCATION
PILE COFFERDAM
EXISTING SHEET
APPROX. LOCATION OF
(W E
S T B
A N
K
C O
N S
T R
U C
T
IO
N
E N
D P
H A
S E I I
S T
A
(E A
S T B
A N
K
C O
N S
T R
U C
T
IO
N
E N
D P
H A
S E I
S T
A
S E
E N
O T
E
(W E
S T B
A N
K
C O
N S
T R
U C
T
IO
N
B E
G
IN
O
P T
IO
N A
S E
E N
O T
E
(E A
S T B
A N
K
C O
N S
T R
U C
T
IO
N
B E
G
IN
O
P T
IO
N A
O
C-11
A
EL. 15.3
TOP OF RIPRAP
EL. 3.0
TOE OF RIPRAP
EL. 3.0
TOE OF RIPRAP
TYPICAL SWALE CHUTE TO RIPRAP TRANSITION TYPICAL MITERED END SECTION TO RIPRAP TRANSITION
C-10
N N
0 5' 10' 0 5' 10'
GENERAL NOTES
C D
R
R A
V
C W
H
C
IV
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T Y
P
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A L R
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B
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N N
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D B
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D E
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N
A
M A
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S
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D B
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D A
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C O
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C T N
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C H
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K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-10
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
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L E F
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A
C -4
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C T
C -4
I
N T
A K
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A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
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5 5
5 5
10 10
15 15
20 20
EL. 3.0
LIMITS OF RIPRAP
EL. 15.3
LIMITS OF RIPRAP
EL. 15.3
LIMITS OF RIPRAP
EL. 15.3
LIMITS OF RIPRAP
EL. 15.3
LIMITS OF RIPRAP
EL. 3.0
LIMITS OF RIPRAP
FOR LOCATIONS
SEE SHEETS C-01 THRU C-05
EXISTING MITERED END SECTION
FOR LOCATIONS
SEE SHEETS C-01 THRU C-05
EXISTING SWALE CHUTE
RIPRAP AS SHOWN IN THIS DETAIL.
5. EXCAVATION OF EXISTING SLOPE REQUIRED TO INSTALL
MAY BE ADJUSTED.
PERCHED WATER TABLE, THE TOP OF RIPRAP ELEVATION
4. AT DIRECTION OF THE GOVERNMENT, IN LOCATIONS WITH A
OF WORK.
OTHER AREAS DISTURBED OR DAMAGED DURING EXECUTION
SLOPES STEEPER THAN 4:1 (H:V). REPAIR AND SEED ANY
3. REPAIR AND SOD ANY AREAS DISTURBED OR DAMAGED WITH
GEOTEXTILE.
2. REFER TO SPECIFICATIONS FOR DETAILS ON RIPRAP AND
DRAWINGS C-01 THRU C-09.
1. TOP OF BANK ELEVATION IS SHOWN ON THE GRADING
CHANNEL BANK CHUTE (BY OTHERS)
EXISTING ACBM
EXISTING GEOTEXTILE FABRIC
EXISTING ACBM
EXISTING BEDDING STONE
EXISTING ACBM
EXTEND FABRIC
TO SURFACE
STEP 2
STEP 1
GEOTEXTILE FABRIC
STONE
EXISTING BEDDING
FABRIC
EXISTING GEOTEXTILE
(12" TO 18" THICK)
INSTALL RIPRAP
FABRIC
AND GEOTEXTILE
OVERLAP
FABRIC 12"
NEW RIPRAP EXISTING RIPRAP
EXISTING RIPRAP
STEP 2
STEP 1 STONE
EXISTING BEDDING
FABRIC
GEOTEXTILE
EXISTING
FABRIC
GEOTEXTILE
EXISTING
STONE
EXISTING BEDDING
FABRIC
GEOTEXTILE
(12" TO 18" THICK)
INSTALL RIPRAP
FABRIC
AND GEOTEXTILE
RIPRAP, TYPE A
(12" TO 18" THICK )
SHEET PILE (BY OTHERS)
AT SHEET PILE)
(EXTEND TO SURFACE
GEOTEXTILE FABRIC
OVERLAP
FABRIC 12"
NEW RIPRAP
EXISTING RIPRAP
STEP 2
STEP 1
FABRIC
GEOTEXTILE
(12" TO 18" THICK)
INSTALL RIPRAP
FABRIC
AND GEOTEXTILE
FABRIC
GEOTEXTILE
EXISTING
RIPRAP
EXISTING
THICK
18" RIPRAP TYP. "A"
EXISTING GRADE
EL 3.0
EL 15.3
THICK
12" RIPRAP TYP. "A"
EXISTING GRADE
EXISTING GRADE
THICK
18" RIPRAP TYP. "A"
EL 3.0
THICK
12" RIPRAP TYP. "A"
EL 13.0
THICK
18" RIPRAP TYP. "A"
EL 13.0
FOR LOCATIONS
SEE AS-BUILT DRAWINGS
NOTE:
(ELEV. VARIES)
CANAL TOP OF BANK
SOD
ELEVATION 15.3
J S
U B
M
IT
T E
IV
IL
-C
IC
B S -C
F .d g n
R A
V
4'
GEOTEXTILE TYPE 1
GEOTEXTILE TYPE 1
GEOTEXTILE TYPE 1
H D
R
ELEVATION 13.0
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
RIPRAP TO SHEETPILE TRANSITION DETAIL
FILL AND SOD
CROSS SECTION DETAIL - TOE
NOT TO SCALE
A
TYPICAL CROSS SECTION - (SEE SHEETS C-01 THRU C-09)
18"±
18"±
CROSS SECTION DETAIL - TOP
WATER SURFACE ELEV. VARIES
FILL AND SOD
H
C-10 NOT TO SCALE
B CHUTE TRANSITION DETAIL
RIPRAP TO ACBM
C-10 NOT TO SCALE
NOT TO SCALE
TRANSITION DETAIL
RIPRAP TO RIPRAP
C-10 NOT TO SCALE
D
NOT TO SCALE
DETAIL @ BOAT RAMP
RIPRAP TO RIPRAP TRANSITION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\IRL South\C-44\Intake Canal Bank Stabilization\080 - Plans\05 Civil\C-11
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
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L E F
L
R T
IN
C
O U
N T
Y F
L O
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ID
A
C -4
R
E S
E R
V O
IR
/S
T A P
R O J E
C T
C -4
I
N T
A K
E C
A N
A L B
A N
K S
T A
B
IL
IZ
A T
IO
N
IC
B S
W E
P
R
| G-01 |
| G-02 |
| G-03 |
| G-04 |
| G-05 |
| V-01 |
| C-01 |
| C-02 |
| C-03 |
| C-04 |
| C-05 |
| C-06 |
| C-07 |
| C-08 |
| C-09 |
| C-10 |
| C-11 |
File details come from the government source that posted it.