B.08 EAA Cont 10A Seepage -IO Canal Final Corrected.pdf
PDF 32 MB Posted
- Attached to
- Central Everglades Planning Project (CEPP), Everglades Agricultural Area (EAA), A-2 Reservoir Project
- Solicitation number
- W912EP21R0024
About this file
This solicitation is for construction services for the Central Everglades Planning Project (CEPP), Everglades Agricultural Area (EAA), A-2 Reservoir Project located in Palm Beach County, Florida. The scope of work includes constructing approximately 7.2 miles of parallel open channels as well as a maintenance road with benches between the canals. The northernmost canal will have a bottom width of 10 feet, 2.5H:1V side slopes, and a depth of 16.5 feet, while the southernmost canal will have a bottom width of 55 feet, 2.5H:1V side slopes, and the same depth. The maintenance road and benches will separate the canals by approximately 65 feet and have a minimum crest width of 14 feet approximately 4.5 feet above natural ground surface. Additional work may include crushing, processing, and stockpiling excavated material; constructing or modifying site access from U.S. Highway 27; and building and maintaining haul roads and drainage features. The estimated task order magnitude is $25-100 million with a period of performance of 730 calendar days. Proposals will be evaluated based on technical merit, past performance, small business participation, and price under best value procedures.
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FINAL - CORRECTED
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W912EP-21-R-0024
MMMMMMMMM YYYY
XXXXXX-XX-X-XXXX
VOLUME X
JACKSONVILLE DISTRICT
PALM BEACH COUNTY, FLORIDA
GENERAL
SHEET TITLESHEET ID
COVER SHEETG 01
G 02
GENERAL
SHEET TITLESHEET ID
SURVEY
CIVIL
G-01
O
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IO
N A
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G 04
(CEPP) CONTRACT 10A, EAA
CENTRAL EVERGLADES PLANNING PROJECT
LOCATION, VICINITY AND SITE ACCESS MAPS
EAA A-2 SEEPAGE CANAL STA. 10+00 TO STA. 30+00
EAA A-2 SEEPAGE CANAL STA. 30+00 TO STA. 52+50
EAA A-2 SEEPAGE CANAL STA. 52+50 TO STA. 75+00
EAA A-2 SEEPAGE CANAL STA. 75+00 TO STA. 97+50
EAA A-2 SEEPAGE CANAL STA. 97+50 TO STA. 120+00
EAA A-2 SEEPAGE CANAL STA. 120+00 TO STA. 143+00
EAA A-2 SEEPAGE CANAL STA. 143+00 TO STA. 160+00
EAA A-2 SEEPAGE CANAL STA. 160+00 TO STA. 180+00
EAA A-S SEEPAGE CANAL STA. 180+00 TO STA. 194+50
EAA A-2 SEEPAGE CANAL STA. 212+00 TO STA. 234+50
EAA A-2 SEEPAGE CANAL STA. 234+50 TO STA. 257+50
EAA A-2 SEEPAGE CANAL STA. 257+50 TO STA. 280+00
EAA A-2 SEEPAGE CANAL STA. 280+00 TO STA. 302+50
EAA A-2 SEEPAGE CANAL STA. 302+50 TO STA. 316+00
V-01 SURVEY NOTES
SYMBOLS AND ABBREVIATION SHEET
EAA A-S SEEPAGE CANAL STA. 194+50 TO STA. 212+00
G 05
G 06
ALIGNMENT DATA (SEEPAGE CANAL)
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
EAA A-2 SEEPAGE CANAL, MAINT. ROAD AND IO CANAL TYPICAL SECTIONS
EAA A-2 SEEPAGE CANAL, MAINT. ROAD AND IO CANAL TYPICAL SECTIONS
SEEPAGE AND INFLOW / OUTFLOW CANAL
G 07
ALIGNMENT DATA (MAINTENANCE ROAD)
ALIGNMENT DATA (INFLOW / OUTFLOW CANAL)
EAA A-2 SEEPAGE CANAL STA. 316+00 TO STA. 335+00
EAA A-2 SEEPAGE CANAL STA. 339+00 TO STA. 361+50
EAA A-2 SEEPAGE CANAL STA. 361+50 TO STA. 384+00
EAA A-2 SEEPAGE CANAL STA. 384+00 TO STA. 403+00
EAA A-2 SEEPAGE CANAL STA. 403+00 TO STA. 412+29.37
C-24
C-25
EAA A-2 SEEPAGE CANAL, MAINT. ROAD AND IO CANAL TYPICAL SECTIONS
FEB ACCESS ROAD WIDENING TYPICAL SECTION
LIMITS OF CONSTRUCTION FOR FEB ACCESS ROAD WIDENING
SITE ACCESS MAP
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FINAL - CORRECTED
FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
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
DETAIL BOUNDRY
OBJECT REFERENCED
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
C
TERMS AND ABBREVIATIONS
LINE SYMBOL KEY
CONSTRUCTION LIMITS
FENCE
OBJECT CENTERLINE
RIGHT-OF-WAY
PROPERTY LINE
IDENTITY SYMBOL KEY
(EARTH)
COMPACTED FILL
(GRVCRE)
/FDM
DRAINAGE BLANKET
(ROCK)
ROCK
(EARTH, 45^)
EXISITNG SOIL
(TERRZO)
FILTER SAND
(GRAVEL)
GRAVEL
(POROUS)
COBBLES
REFERENCE SYMBOL KEY
REDUCED 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
0 4' 8'2'
GRAPHIC SCALE
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
B7 A4
C3 D8
A3
F6
D6
(GRVSCL)
BEDDING MATERIAL
30' 60'0
IDENTIFICATION
SCALE REFERENCE
GRAPHIC SCALES
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
OUT IN DETAIL
LOCATION CALLED
AND MARK No.
NOMENCLATURE
DRAWING AREA PLAN TITLE
F3 SCALE: 1/4"=1'-0"
SCALE REFERENCE
IDENTIFICATION
0 4' 8'2'
GRAPHIC SCALE
COUPLING DETAIL
DRAWING AREA STANDARD DETAIL TITLE
C-24
D7
SHEET CALLOUT
C-76
S-56 S-56
A-32 M-51
A-21 A-21 A-22 A-22
SHOWN
DRAWING WHERE
SHOWN
DRAWING WHERE SHOWN
DRAWING WHERE
DETAIL INDICATOR
SMALL CONDITIONS
FLOOR PLAN
SCALE: 1/4"=1'-0"
SCALE REFERENCE
CROSS SECTION
SCALE: 1"=30'
DRAWING AREA SECTION/ELEVATION/DETAIL TITLE
ARROW
PLAN NORTH
N
MATERIAL SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITREDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
GENERAL NOTES
TABLE OF CONTENTSGENERAL SYMBOLOGY
WORKING POINTWP
WITHOUTW/O
WITHW/
TYPICALTYP
SYMMETRICALSYMM
SQUARE FEETSQ FT
SQUARESQ
REVISIONREV
REQUIREDREQD
REFERENCEREF
RADIUSR
QUANTITYQTY
PROPERTYPROP
PART NUMBERPN
OPPOSITEOPP
OUTSIDE DIAMETEROD
ON CENTEROC
OVERALLOA
NOT TO SCALEN.T.S.
NORMALNORM
NOMINALNOM
NUMBERNO.
NOT IN CONTRACTNIC
NATIONAL INSTITUTE OF BUILDING SCIENCESNIBS
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRIC CODENEC
MEAN SEA LEVELMSL
MINIMUMMIN
MAXIMUMMAX
MATERIALMATL
LINEAR FOOTLF
POUNDSLBS
POUND FORCELBF
ANGLEL
INSIDE RADIUSIR
IRON PIPE SIZEIPS
IRON PIPEIP
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
CONSTRUCTION SPECIFICATIONS INSTITUTECSI
CONCRETE REINFORCING STEEL INSTITUTECRSI
CONCRETECONC
CLEARCLR
CENTERLINECL
BETWEENBTWN
BOTTOMBOT
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
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ALTERNATEALT
ALLOWANCEALLOW
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
ASPHALT INSTITUTEAI
ADDITIONALADDL
AMERICAN CONCRETE INSTITUTEACI
ABANDONABAN
T/B TOP AND BOTTOM
EF EACH FACE
IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.
IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS
2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR
DRAWINGS TO THE EXTENT APPLICABLE.
AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS
F-09
SHEET INDENTIFICATION KEY
SHEET SEQUENCE NUMBER
DISCIPLINE DESIGNATOR
STANDARD FORMAT
G-02
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FINAL - CORRECTED
PROJECT LOCATION
DISTRICT BOUNDARY
SOUTH FLORIDA
WATER MANAGEMENT
ORLANDO
FT. PIERCE
STUART
JUPITER
WEST PALM BEACH
BOCA RATON
FORT LAUDERDALE
MIAMI
EVERGLADES
NATIONAL
PARK
KEY WEST
NAPLES
FT. MYERS
OKEECHOBEE
ALLIGATOR ALLEY
T U
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IS
S
IM
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IV
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M ia m i
C a n a l
L -2
L
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N e w
R iv e r
C a n a l
M
IL
E S T
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L A
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M
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E S T
O F
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A L E
CONSTRUCTION
PROJECT LIMITS OF
G-03
O
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N A
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A L
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N E
R A
L
C O
W D
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SCALE: NTS
VICINITY MAP
SCALE: NTS
N
N
C
R A
L P
H P
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A-1 FEB
EXISTING
L O
C A
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IO
N
V
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IN
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E A
C C
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S M
A P
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LOCATION MAP - SOUTH FLORIDA
(FUTURE)
A-2 RESERVOIR
(UNDER CONSTRUCTION)
A-2 STA
LEGEND
SURVEY CONTROL POINT
NORTHING EASTING DESCRIPTIONELEV.
SURVEY CONTROL POINTS
MANAGEMENT AREA
HOLEY LAND WILDLIFE
STA 3/4
NO,
CONTROL
NGS-PID
33 N/A 779739.94 731277.84 12.40 ½” iron pipe with orange cap “TRAV PT LB 4603”
31 N/A 782463.60 741720.55 10.89 ½” iron pipe with orange cap “TRAV PT LB 4603”
30 N/A 782495.72 741798.91 11.09 ½” iron pipe with orange cap “TRAV PT LB 4603”
21 N/A 764234.88 735600.30 20.87 ½” iron pipe with orange cap “TRAV PT LB 4603”
SW1 DQ1738 776534.82 758299.31 16.54 SURVEY DISK SET IN PAVEMENT / SLAB
Q781 DQ1737 770222.74 758388.24 16.06 FLANGE-ENCASED STAINLESS STEEL ROD
P781 DQ1735 762645.71 758309.45 21.56 FLANGE-ENCASED STAINLESS STEEL ROD
P781
Q781
SW1
A-2 SEEP. AND I-O CANAL
B
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SEE SITE ACCESS MAP (G-07)
WETLAND
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FINAL - CORRECTED
SCALE: N.T.S.
160+00
170+00
180+00
190+00
+00 2
310+00
.7
P I
.9
P C
155+90.12
PT
199+32.80
PC
.6
P T
315+83.88
PC
.2
P T
1+
.5
P I
1+
.9
P I
.6
P I
309+19.87
PT
.8
P I
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P C
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P O
B
G-04
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P
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ALIGNMENT DATA (SEEPAGE CANAL)
A L
IG
N M
E N
T D
A T
A S
E E
P A
G E C
A N
A
External: 289.81
Middle Ordinate: 206.16
Chord: 1003.99
Tangent: 705.68
Length: 1113.32
Radius: 714.25
PT ( ) 155+90.12 784362.79 746993.55
CC ( ) 784350.78 746279.40
PI ( ) 151+82.48 785068.37 746981.68
PC ( ) 144+76.80 785065.02 746276.01
Element: Circular
Tangent Length: 13476.80
PC ( ) 144+76.80 785065.02 746276.01
POB ( ) 10+00.00 785001.03 732799.36
Element: Linear
STATION NORTHING EASTING
Horizontal Alignment Name: EAA A-2 (Seepage Canal)
External: 108.22
Middle Ordinate: 76.91
Chord: 373.96
Tangent: 263.12
Length: 414.80
Radius: 265.75
PT ( ) 203+47.60 779759.45 747334.12
CC ( ) 780025.19 747332.29
PI ( ) 201+95.93 779757.64 747071.00
PC ( ) 199+32.80 780020.72 747066.58
Tangent Length: 4342.68
PC ( ) 199+32.80 780020.72 747066.58
PT ( ) 155+90.12 784362.79 746993.55
Element: Linear
Horizontal Alignment Name: EAA A-2 (Seepage Canal) (Cont.)
External: 25.26
Middle Ordinate: 21.72
Chord: 158.25
Tangent: 92.02
Length: 166.09
Radius: 155.00
PT ( ) 309+19.87 779912.76 757875.58
CC ( ) 779986.03 757738.99
PI ( ) 308+45.80 779831.67 757832.08
PC ( ) 307+53.78 779831.03 757740.06
Tangent Length: 10406.18
PC ( ) 307+53.78 779831.03 757740.06
PT ( ) 203+47.60 779759.45 747334.12
Tangent Length: 6517.44
PI ( ) 393+83.71 781162.46 765753.55
PT ( ) 328+66.27 781127.97 759236.20
External: 195.38
Middle Ordinate: 167.93
Chord: 1221.72
Tangent: 710.73
Length: 1282.37
Radius: 1195.00
PT ( ) 328+66.27 781127.97 759236.20
CC ( ) 779932.98 759242.53
PI ( ) 322+94.63 781124.20 758525.48
PC ( ) 315+83.90 780497.90 758189.49
Tangent Length: 664.03
PC ( ) 315+83.90 780497.90 758189.49
PT ( ) 309+19.87 779912.76 757875.58
Tangent Length: 246.28
POE ( ) 412+29.37 781753.81 767462.21
PT ( ) 409+83.09 781613.68 767259.68
Non-coincident
External: 116.68
Middle Ordinate: 111.46
Chord: 1472.76 angent: 770.91
Length: 1495.15
Radius: 2488.32
PT ( ) 409+83.09 781613.37 767259.23
CC ( ) 783650.64 765830.50
PI ( ) 402+58.85 781170.73 766628.06
PC ( ) 394+87.94 781162.46 765857.20
Non-coincident
Tangent Length: 104.23
Tangent Direction: N 89^59'58" E
PC ( ) 394+87.94 781162.46 765857.78
PI ( ) 393+83.71 781162.46 765753.55
L
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US Army Corps
U .S
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$FILEL$
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S I
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N /A
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S O
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-R -0
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M M
M M
M M
M Y
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L A
N N
IN
G P
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C T
P A
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ID
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A G
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N D I
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FINAL - CORRECTED
G-05
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N A
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A L
U E
D
IL
L E
H A
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W
C O
W D
R E
Y
C
R A
L P
H P .E
G E
N E
R
0 15
0+
160+00
170+00
180+00
190+00
0+
00 2
310+00
320+
0+
.4
P I
1+
.8
P I
.5
P I
.4
P I
.8
P I
.0
P O
B
154+54.15
PT
.4
P C
.4
P T
197+96.84
PC
310+13.66
PT
.6
P C
316+72.68
PC3
.0
P T
.3
P I
.1
P C
.1
P T
.8
P O
E
ALIGNMENT DATA (MAINTENANCE ROAD)
A L
IG
N M
E N
T D
A T
A
M A
IN
T E
N A
N C
E R
O A
D
PC ( ) 197+96.84 780019.28 746980.84
PT ( ) 154+54.15 784361.35 746907.81
External: 255.02
Middle Ordinate: 181.41
Chord: 883.45
Tangent: 620.96
Length: 979.66
Radius: 628.50
PT ( ) 154+54.15 784361.35 746907.81
CC ( ) 784350.78 746279.40
PI ( ) 150+95.45 784982.22 746897.37
PC ( ) 144+74.49 784979.27 746276.42
Tangent Length: 13474.49
PC ( ) 144+74.49 784979.27 746276.42
POB ( ) 10+00.00 784915.29 732802.07
Horizontal Alignment Name: EAA A-2 (Maintenance Road)
Tangent Length: 10401.17
PC ( ) 307+46.65 779745.25 757735.64
PT ( ) 203+45.48 779673.70 747334.71
External: 143.14
Middle Ordinate: 101.72
Chord: 494.62
Tangent: 348.02
Length: 548.64
Radius: 351.50
PT ( ) 203+45.48 779673.70 747334.71
CC ( ) 780025.19 747332.29
PI ( ) 201+44.86 779671.31 746986.69
PC ( ) 197+96.84 780019.28 746980.84
Horizontal Alignment Name: EAA A-2 (Maintenance Road) (Cont.)
Tangent Length: 659.02
PC ( ) 316+72.68 780457.36 758265.05
PT ( ) 310+13.66 779876.63 757953.51
External: 40.61
Middle Ordinate: 34.92
Chord: 254.42
Tangent: 147.94
Length: 267.01
Radius: 249.18
PT ( ) 310+13.66 779876.63 757953.51
CC ( ) 779994.43 757733.92
PI ( ) 308+94.59 779746.27 757883.57
PC ( ) 307+46.65 779745.25 757735.64
Tangent Length: 263.74
POE ( ) 412+82.89 781685.26 767515.92
PT ( ) 410+19.15 781535.20 767299.04
External: 122.86
Middle Ordinate: 117.28
Chord: 1538.31
Tangent: 805.77
Length: 1562.04
Radius: 2580.87
PT ( ) 410+19.15 781535.20 767299.04
CC ( ) 783657.58 765830.58
PI ( ) 402+62.88 781076.73 766636.41
PC ( ) 394+57.11 781076.71 765830.64
Element: Circular
Tangent Length: 263.74
POE ( ) 412+82.89 781685.26 767515.92
PT ( ) 410+19.15 781535.20 767299.04
External: 122.86
Middle Ordinate: 117.28
Chord: 1538.31
Tangent: 805.77
Length: 1562.04
Radius: 2580.87
PT ( ) 410+19.15 781535.20 767299.04
CC ( ) 783657.58 765830.58
PI ( ) 402+62.88 781076.73 766636.41
PC ( ) 394+57.11 781076.71 765830.64
L
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A T
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N N
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D E
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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
F E
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D A
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$FILEL$
A N
S I
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N /A
J A
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L E D
IS
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IC
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C O B
L V
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J A
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S O
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IL
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W E
P -2
-R -0
M M
M M
M M
M M
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R G
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N A
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L E
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W
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Y
C
R A
L P
H P .E
G E
N E
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0 15
0+
160+00
170+00
180+00
190+00
0 2
320+00
9+
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P I
0+
.7
P I
.6
P I
.7
P I
.4
P I
.0
P O
B
.4
P C
152+83.86
PT
.7
P T
196+26.55
PC
311+30.96
PT
.8
P C
317+89.98
PC
.0
P T
.1
P I
.5
P C
.7
P T
.9
P O
E
ALIGNMENT DATA (INFLOW / OUTFLOW CANAL)
A L
IG
N M
E N
T D
A T
A
IN
F L
O W O
U T F
L O
W C
A N
A
PC ( ) 196+26.55 780017.44 746871.61
PT ( ) 152+83.86 784359.51 746798.58
External: 210.69
Middle Ordinate: 149.88
Chord: 729.89
Tangent: 513.02
Length: 809.37
Radius: 519.25
PT ( ) 152+83.86 784359.51 746798.58
CC ( ) 784350.78 746279.40
PI ( ) 149+87.51 784872.46 746789.95
PC ( ) 144+74.49 784870.02 746276.93
Tangent Length: 13474.49
PC ( ) 144+74.49 784870.02 746276.93
POB ( ) 10+00.00 784806.04 732802.59
Horizontal Alignment Name: EAA A-2 (Inflow / Outflow Canal)
Tangent Length: 10401.17
PC ( ) 307+46.89 779636.00 757736.39
PT ( ) 203+45.71 779564.45 747335.46
External: 187.63
Middle Ordinate: 133.34
Chord: 648.35
Tangent: 456.19
Length: 719.17
Radius: 460.75
PT ( ) 203+45.71 779564.45 747335.46
CC ( ) 780025.19 747332.29
PI ( ) 200+82.74 779561.31 746879.28
PC ( ) 196+26.55 780017.44 746871.61
Horizontal Alignment Name: EAA A-2 (Inflow / Outflow Canal) (Cont.)
Tangent Length: 659.02
PC ( ) 317+89.98 780405.72 758361.32
PT ( ) 311+30.96 779824.98 758049.78
External: 58.41
Middle Ordinate: 50.22
Chord: 365.96
Tangent: 212.80
Length: 384.07
Radius: 358.43
PT ( ) 311+30.96 779824.98 758049.78
CC ( ) 779994.43 757733.92
PI ( ) 309+59.68 779637.47 757949.18
PC ( ) 307+46.89 779636.00 757736.39
Tangent Length: 76.49
PC ( ) 394+56.59 780967.46 765830.64
PI ( ) 393+80.10 780967.46 765754.15
Tangent Length: 6517.01
PI ( ) 393+80.10 780967.46 765754.15
PT ( ) 328+63.09 780932.97 759237.23
External: 163.50
Middle Ordinate: 140.53
Chord: 1022.36
Tangent: 594.76
Length: 1073.11
Radius: 1000.00
PT ( ) 328+63.09 780932.97 759237.23
CC ( ) 779932.98 759242.53
PI ( ) 323+84.74 780929.82 758642.48
PC ( ) 317+89.98 780405.72 758361.32
Tangent Length: 270.23
POE ( ) 413+54.98 781599.11 767583.42
PT ( ) 410+84.76 781445.35 767361.20
External: 128.06
Middle Ordinate: 122.24
Chord: 1603.43
Tangent: 839.88
Length: 1628.16
Radius: 2690.12
PT ( ) 410+84.76 781445.35 767361.20
CC ( ) 783657.58 765830.58
PI ( ) 402+96.47 780967.48 766670.52
PC ( ) 394+56.59 780967.46 765830.64
L
IC
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A T
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N N
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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$FILEL$
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M M
M M
M M
M M
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R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
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ID
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FINAL - CORRECTED
SITE ACCESS MAP
SEE DETAIL 1
LOCATION
FIELD OFFICE
CONSTRUCTION
PROSPECTIVE
G-07
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GENERAL NOTES
SCALE:
DETAIL 1
0 500'250'
SEE NOTE 1
CULVERT LOCATIONS
CO-OP
SUGAR FARMS
HACIENDA
FEB
0 2000'1000'
WORK LIMITS
SITE ACCESS HAUL ROAD
APPROXIMATE 500' x 100'
G-07
CANAL CROSSING PROFILE
TYPICAL RIPRAP SECTION
50' 100'0
6" MIN. ROADWAY BASE
SELECT FILL (TYP/)
(2) 6' DIA. CULVERTS
(1) 3' DIA. CULVERT
L
LC CANAL/PROPOSED CULVERTS
2' MIN. (TYP.)
C FEB LEVEE
EL. 10.0
GRADE TO
6" MIN. ROADWAY BASE
28'
113'
EXISTING CANAL
BOTTOM OF
CULVERT PIPES EL -3.0
BOTTOM OF 6' DIA
CULVERTS EL -3.0
BOTTOM OF PIPE
5' TYP.
G-07
B CANAL CROSSING SECTION
20' 40'0
18" TYPE B RIPRAP
6" #57 STONE
SELECT FILL
FILTER FABRIC
N.T.S.
A
G-07
B
G -0
JACKSONVILLE DISTRICT USE
200' x 200' AREA FOR
AND STOCKPILE IN THIS
PRIOR TO RAMP CONST.
RIPRAP FROM LEVEE BANK
CONTRACTOR TO REMOVE
IN WRITING BY JACKSONVILLE DISTRICT.
MATERIALS MAY BE USED ONLY IF APPROVED
NOT INCLUDED IN THIS CONTRACT. ONSITE
RAMP, HAUL ROUTE PREPARATION WITHIN A1 FEB IS
DE-MUCK, CONSTRUCT RAMP; OTHER THAN THE
FOR HAUL ROUTE INCLUDING: CLEAR AND GRUB,
PREPARE RAMP OUT OF WEST END OF A1 FEB
HAUL ROAD TO BE DETERMINED BY CONTRACTOR.
1. APPROXIMATE LOCATION OF SITE ACCESS
RIPRAP (TYP.)
-10
-10
0+00 1+00 2+00 3+00 4+00 5+00 6+00
-10
-100 -50 0 50 100
-10
L
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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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F E
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FINAL - CORRECTED
V-01
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GENERAL SURVEY NOTES
2017 PALM BEACH COUNTY
SURVEY 19-163 - 2019
SURVEY 19-164 - 2019
SURVEY 19-163 - 2019
S U
R V
E Y N
O T
E S
0.73 FT AND 2.09 FT.
THESE CHECKPOINTS HAVE DZ VALUES RANGING BETWEEN
3 CHECKPOINTS THAT IS LARGER THAN THE 95TH PERCENTILE.
AT THE 95TH PERCENTILE THE 5% OUTLIERS CONSISTED OF
LEVEL. ACTUAL VVA ACCURACY WAS FOUND TO BE ±.59 FT
RMSEZ = 0.16 FT. EQUATING TO ± 0.31 FT AT 95% CONFIDENCE
ACCURACY CLASS ACTUAL NVA ACCURACY WAS FOUND TO BE
GEOSPATIAL DATA (2014) FOR A 0.33 FT RMSEZ VERTICAL
MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL
3. VERTICAL ACCURACY - THIS LIDAR DATA SET WAS TESTED TO
HORIZONTAL ACCURACY VALUE.
BUT DO NOT PRODUCE A STATISTICALLY SIGNIFICANT TESTED
LEVEL. EIGHT (8) CHECKPOINTS WERE PHOTO -IDENTIFIABLE
HORIZONTAL ACCURACY = ±.28 FT AT A 95% CONFIDENCE
DIGITAL GEOSPATIAL DATA (2014) FOR A 1.35 FT RMSEX/RMSEY
TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR
2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED
VERTICAL DATUM NAVD88, GEOID 12B.
FEET, FLORIDA EAST, HORIZONTAL DATUM NAD83(2011),
WITH THE RIEGLE LMS0Q1560 LIDAR SYSTEM, U.S. SURVEY
COUNTY, FLORIDA LIDAR SENSOR DATA WERE COLLECTED
MILES OR 5164.44 SQUARE KILOMETERS FOR PALM BEACH
AREA INCLUDED APPROXIMATELY 1,994 CONTIGUOUS SQUARE
WAS ACQUIRED BY AXIS GEOSPATION, LLC. THE PROJECT
1. DESCRIPTION - DATA FOR PALM BEACH QL2 LIDAR PROJECT
PALM BEACH COUNTY, FL LIDAR
FLORIDA ADMINISTRATIVE CODE PER SOW 19-164.
CHAPTER 177, CHAPTER 472 AND RULE CHAPTER 5J-17,
MEET USACE-EM-1110-1-2909 AND/OR FLORIDA STATUES
3. VERTICAL ACCURACY - THIS DATA SET WAS PRODUCED TO
FLORIDA ADMINISTRATIVE CODE PER SOW 19-164.
CHAPTER 177, CHAPTER 472 AND RULE CHAPTER 5J-17,
TO MEET USACE EM-1110-1-2909 AND/OR FLORIDA STATUES
2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED
OF 1988 (NAVD88), GEOID12B, US SURVEY FEET.
REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM
TO THE SITE CONTROL POINTS. ELEVATIONS ARE
WERE ESTABLISHED BY DIGITAL DIFFERENTIAL LEVEL RUNS
ONLINE POSITIONING USERS SERVICE (OPUS). ELEVATIONS
PROCESSED WITH THE NATIONAL GEODETIC SURVEY'S
SITE CONTROL POINTS BY STATIC GPS SESSIONS AND
HORIZONTAL COORDINATES WERE ESTABLISHED FOR THE
FLORIDA EAST ZONE FIPS 0901, US SURVEY FEET.
1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM,
ARE REFERENCED TO THE NORTH AMERICAN DATUM OF
36 SOUTH, RANGE 43 EAST. HORIZONTAL COORDINATES
SURVEY OF AGRICULTURAL FIELDS LOCATED IN TOWNSHIP
WAS TO COMPLETE A TOPOGRAPHIC, CROSS -SECTIONAL
DERIVATIVE PRODUCTS. THE PURPOSE OF THIS SURVEY
DEVELOPMENT OF TOPOGRAPHIC SURVEY DATA AND
RELATED TO THE PLANNING, ACQUISITION AND
SURVEYORS INC., TO OBTAIN PROFESSIONAL SERVICES
1. DESCRIPTION - THE USACE CONTRACTED DEGROAVE
USACE EVERGLADES AGRICULTURAL TOPOGRAPHIC SURVEY
EARTH CLASSIFIED LIDAR DATA SET.
DEMS/DTMS OF EACH TILE WERE OBTAINED FROM THE 2019 BARE
VALUES OF FEATURES REQUIRED IN CONTRIBUTING TO THE
MENTIONED LEVELS HEREIN ABOVE. THE VERTICAL POSITIONING
LIDAR POINT CLOUD. EXCLUDING THE DATA IN THE AFORE
POSITIONING FROM THE USE OF THE 2019 AERIAL IMAGERY AND/OR
SUBJECT TO VERIFICATION AND/OR COLLECTION OF HORIZONTAL
WITHIN EACH OF THE TILED MICROSTATION DGN FILES ARE/WERE
4. ALL VISIBLE FEATURES AND CORRESPONDING LEVELS INCLUDED
PER POINT.
CONFIDENCE LEVEL ESTIMATED IMAGERY HORIZONTAL ERROR
POSITIONAL HORIZONTAL ACCURACY = ±.643 FT AT A 95%
FT RMSEY HORIZONTAL ACCURACY CLASS WHICH EQUATES TO
DIGITAL GEOSPATIAL DATA" (2014) FOR 0.328 FT RMSEX / 0,328
TO MEET ASPRS "POSITIONAL ACCURACY STANDARDS FOR
3. VERTICAL ACCURACY - THIS LIDAR DATA SET WAS PRODUCED
HORIZONTAL ERROR PER POINT.
AT A 95% CONFIDENCE LEVEL ESTIMATED IMAGERY
EQUATES TO POSITIONAL HORIZONTAL ACCURACY = ±0.400 FT
0.164 FT RMSEY HORIZONTAL ACCURACY CLASS WHICH
DIGITAL GEOSPATIAL DATA (2014) FOR A 0.164 FT RMSEX/
TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR
2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED
DATUM NAVD88, GEOID 12B.
FLORIDA EAST, HORIZONTAL DATUM NAD83(2011), VERTICAL
IN THE STATE PLAN COORDINATE SYSTEM, U.S. SURVEY FEET,
CONTROL USED FOR THE IMAGERY DATA WAS DELIVERED
OF L1-LEVEL STEREO IMAGES. THE ABGPS AND GROUND
SUPPORT THE AERIAL TRIANGULATION AND PRODUCTION
GPS RECEIVER. THE IMAGERY DATA WAS USED TO
AN INERTIAL MEASURING UNIT (IMU) AND DUAL FREQUENCY
WAS ACQUIRED USING A LEICA ADS100 OPERATING WITH
ACQUIRED IMAGERY ON SEPT 10 AND 11 OF 2019. IMAGERY
AND GPS/IMU DATA COVERING THE PROJECT AREA. DAS
DIGITAL MULTI SPECTRAL REMOTE SENSING IMAGERY
THIS ASSIGNMENT WAS TO COLLECT 0.14 FT (4CM) GDS
AND DERIVATIVE PRODUCTS. THE OBJECTIVE OF
DEVELOPMENT OF DIGITAL AERIAL IMAGERY DATA
RELATED TO THE PLANNING, ACQUISITION AND
SOLUTIONS, LLC TO OBTAIN PROFESSIONAL SERVICES
1. DESCRIPTION - THE USACE CONTRACTED DIGITAL AERIAL
HOLEYLAND WILDLIFE MANAGEMENT AREA (WMA) AERIAL IMAGERY
USACE EVERGLADES AGRICULTURAL AREA, MIAMI CANAL AND
HEIGHTS.
CONVERSIONS FROM ELLIPSOIDAL HEIGHTS TO ORTHOMETRIC
1988 (NAVD88). GEOID12B WAS USED TO PERFORM
REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF
REALIZATION (NAD83/2011) VERTICAL INFORMATION WAS
ZONE 0901, NORTH AMERICAN DATUM OF 1983, 2011
THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST FIPS
IN UNITS OF US FEET. HORIZONTAL DATA IS REFERENCED TO
3. UNITS - ALL COORDINATES, HORIZONTAL AND VERTICAL, ARE
GEOMATICS SECTION.
DATA POC: ENGINEERING DIVISION, DESIGN BRANCH, CHIEF
DISTRICT, 701 SAN MARCO BLVD. JACKSONVILLE, FL. 32207.
CAN BE OBTAINED BY CONTACTING: USACE, JACKSONVILLE
PROVIDED "AS IS" FURTHER DOCUMENTATION OF THIS DATA
SPECIFIC PROJECT REQUIREMENTS. THIS INFORMATION IS
OF ENGINEERS, JACKSONVILLE DISTRICT, ACCORDING TO
2. USE - THIS DATA WAS PRODUCED FOR THE U.S. ARMY CORPS
SENSING (ASPRS) LAS SPECIFICATION VERSION 1.2 & 1.4.
AMERICAN SOCIETY FOR PHOTOGRAMMETRY AND REMOTE
MAPPING. ADDITIONALLY, THE SPECIFICATION BY THE
THE COLLECTION AND DEPICTION OF LAND SURVEYING AND
USGS GUIDANCE AND FLORIDA STATE STATUTES REGARDING
PRODUCTS ADHERE TO AND/OR COMPLY WITH USACE AND
TERRAIN/ELEVATION MODELS (DTMS/DEMS). ALL
INCLUDE 3D PLANIMMETRICS, BREAKLINES, AND DIGITAL
FROM TILED LIDAR DATA IN LAS 1.2 AND 1.4 FORMATS, TO
TO PRODUCE HIGH ACCURACY 3D ELEVATION PRODUCTS
1. PURPOSE - THE PURPOSE OF THESE DATA TILES WAS
PHOTOGRAMMETRY AND REMOTE SENSING (ASPRS) GUIDELINES.
ASSESSED AND REPORTED USING AMERICAN SOCIETY OF
NATIONAL STANDARDS FOR SPATIAL DATA ACCURACY (NSSDA);
PERCENTILE USING RSME(Z) X 1.9600 AS DEFINED BY THE
THE ACCURACY Z WAS TESTED TO BE 0,.000 FT VVA AT 95TH
TREES AND TALL WEEDS AND CROPS LAND COVER CATEGORIES.
0 VVA CHECKPOINTS LOCATED IN THE BRUSHLANDS AND LOW
THE FINAL CALIBRATED AND CONTROLLED SWATH DATA USING
POINT CLOUD WAS CALCULATED AGAINST TINS DERIVED FROM
EARTH LAND COVER CLASS. THE VVA OF THE CLASSIFIED LIDAR
SWATH DATA USING 33 NVA CHECKPOINTS LOCATED IN BARE
TINS DERIVED FROM THE FINAL CALIBRATED AND CONTROLLED
CLASSIFIED LIDAR POINT CLOUD WAS CALCULATED AGAINST
VERTICAL (RMSEZ) WAS COMPUTED TO BE 0.138 FT. THE NVA OF
DATA ACCURACY (NSSDA). THE ROOT MEAN SQUARE ERROR
2.9600 AS DEFINED BY THE NATIONAL STANDARDS FOR SPATIAL
BE 0.272 FT NVA AT 95% CONFIDENCE LEVEL USING RSME(Z) X
3. VERTICAL ACCURACY - THIS LIDAR DATA SET WAS TESTED TO
ERROR PER POINT.
AT A 95% CONFIDENCE LEVEL ESTIMATED LIDAR HORIZONTAL
EQUATES TO POSITIONAL HORIZONTAL ACCURACY = ±0.161 FT
0.075 FT RMSEY HORIZONTAL ACCURACY CLASS WHICH
DIGITAL GEOSPATIAL DATA (2014) FOR A 0.052 FT RMSEX/
TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR
2. HORIZONTAL ACCURACY - THIS DATA SET WAS PRODUCED
NAD83(2011), VERTICAL DATUM NAVD88, GEOID 12B.
U.S. SURVEY FEET, FLORIDA EAST, HORIZONTAL DATUM
DELIVERED ON THE STATE PLANE COORDINATE SYSTEM,
OTHER ENVIRONMENTAL PURPOSES, THE DATA WAS
SAFETY ASSESSMENTS, HYDROLOGIC MODELING, AND
FLOORPLAIN MAPPING, WETLANDS IDENTIFICATION, DAM
CONSERVATION PLANNING, DESIGN, RESEARCH,
PRODUCTS WOULD BE USED BY THE USACE FOR
OVER PALM BEACH COUNTY IN FLORIDA. THE DELIVERABLE
ORDER IS FOR A QL0 LIDAR SURVEY TO BE COLLECTED
(LIDAR) DATA AND DERIVATIVE PRODUCTS, THE TASK
DEVELOPMENT OF LIGHT DETECTION AND RANGING
RELATED TO THE PLANNING, ACQUISITION AND
SOLUTIONS, LLC TO OBTAIN PROFESSIONAL SERVICES
1. DESCRIPTION - THE USACE CONTRACTED DIGITAL AERIAL
USACE EVERGLADES AGRICULTURAL AREA LIDAR
L
IC
IT
A T
IO
N N
O
D E
S
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D B
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D E
S C
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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
O R
P S O
F E
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IN
E E
R S
S
A J
D A
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F
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A T
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$FILEL$
A N
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N /A
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A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W E
P -2
-R -0
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
(C E
P P
C O
N T
R A
C T
A E
A A
B D
IL
L E
H A
Y P .E
S E
E P
A G
E A
N D I
N F
L O
W O
U T F
L O
W C
A N
A L S
FINAL - CORRECTED
0 0 111111111 1 1 1 1 1 1 122 2 2 2 2 2 2 2 2 2 2 222222222223 3 3 3 3 3 3 3 3 3 3 3 333333333333 4 4 4 4 4 4 4 4 4 4 4 444444444444
5 5 5 5 5 5 5 5 5 5 5 555555555555
6 6 6 6 6 6 6 6 6 6 6
666666666666
77 7777 7 7 7 7
7 7 7 7 7 7 7 7 7
777777777777
7 7 7
88 8
88 8
8 8
88 8 8
8888 8 8 8 8888
8 8 8 8 8 8 8 8 8 8
8888888888
8 8
9 9
9 9
9 9
9 9 9
9 9 9
9 9 9
9 9
9 9
9 9 9
9 9 9 9
9 9 9 9 9 9 9 9 9 9
999999
9 9 9 9 9 9 9
999 9 9 9
9 9 9
9 9 9 9 9
9 9
99999999
10 10
10 10
10 10 10
10 10
-12-12-12 -12 -12 -12 -10-10-10-10
-10 -10 -10
-8 -8 -8 -8 -8
-8-8-8-8-8
-8-8-8-8-8 -8 -8 -8 -8
-6 -6 -6 -6 -6
-6-6-6-6-6
-6-6-6-6-6 -6 -6 -6 -6
-4 -4 -4 -4 -4
-4-4-4-4-4
-4-4-4-4-4
-4 -4 -4 -4
-2 -2 -2 -2 -2
-2-2-2-2-2
-2-2-2-2-2
-2 -2 -2 -2
0 0 0 0 0 0 0 0 0 0
00000000000
0000000000
0 0 0 0 0 0 0 0 0 0
2 2 2 2 2 2 2 2 2
222222222
2 2 2 2 2 2 2 2 2
222222222
444444444
4 4 4 4 4 4 4 4 4
4 4 4 4 4 4 4 4 4
444444444
6 6 6 6 6 6 6 6 6
666666666
666666666
6 6 6 6 6 6 6 6 6
8 8 8 8 8 8 8 8 8
8 8 8 8
8 8 8 8 8 8 8 8 8
8888888888
10 10 10 10 10
1010101010
12121212
12 12 12 12 12
CP20-EAARS-CB-0182
CP20-EAARS-CB-0181CP20-EAARS-CB-0180
CP20-EAARS-CB-0431 CP20-EAARS-CB-0432
100' 200'0 C-01
O
P T
IO
N A
L V
A L
U E
IV
IL
B
D
IL
L E
H A
Y P .E
W
C O
W D
R E
Y
C
R A
L P
H P
E
GENERAL NOTES
M A
T C
H L
IN
E S
T A . 3
S
E E S
H E
E T C -0
PROPERTY BOUNDARY
KEY MAP
N
TOE OF CANAL
L
TOP OF BANK
TOP OF BANK
EAA A-2 SEEPAGE CANAL STA. 10+00 TO 30+00
LIMITS OF CONSTRUCTION
A
C -2
C -2
A
60'
MAX.
(SEE NOTE 3)
CONCEPTUAL HAUL ROAD
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
SEEPAGE CANAL
C OF EAA A-2
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
MAINT. ROAD
C OF EAA A-2L
L
I/O CANAL
C OF EAA A-2
ROAD
EDGE OF MAINT.
EL = -12.5
TOE OF CANAL EL = -8.0
TOE OF CANAL
EL = 2.3
STA. 10+00
BEGIN OVER-EXCAVATION
Y=785083
X=733947
Y=784673
X=733971
Y=784658
X=733971
Y=784658
X=733933
Y=784673
X=733933
Y=784294
X=732587
Y=783664
X=732598
Y=783614
X=732549
Y=784665
X=732530
Y=785072
X=732523
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
7. SEE GDR FOR BORING INFORMATION.
SHEET G-06.
6. FOR INFLOW / OUTFLOW CANAL ALIGNMENT SEE
SEE SHEET G-05.
5. FOR MAINTENANCE ROAD ALIGNMENT INFORMATION
CANAL FOR ALIGNMENT INFORMATION SEE SHEET G-04.
4. STATIONING ON PLAN SHEETS BASED ON SEEPAGE
CONTRACTOR. MAXIMUM WIDTH 60 FEET.
3. LOCATION OF HAUL ROADS TO BE DETERMINED BY
12 FEET MAX WITH 1V:3H SIDE SLOPES,
STOCKPILING THE MATERIALS. STOCKPILE HEIGHT IS
STRIPPED OF MUCK SOILS AND DEBRIS PRIOR TO
AREAS FOR EXCAVATED MATERIALS SHALL BE
STRIPPED OF EXISTING VEGETATION AND STOCKPILE
MATERIALS. STOCKPILE AREAS FOR MUCK SHALL BE
SEPARATELY STORE MUCK SOILS AND EXCAVATED
2. CONTRACTOR SHALL UTILIZE STOCKPILE AREAS TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
EL 9.0
FPL ACCESS ROAD
TIE INTO EXIST
Y=785088
X=734672
L
IC
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N N
O
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S
IG
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D B
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B
C
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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
S
A J
D A
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F
IL
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D R
A W
IN
G D
A T
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$FILEL$
A N
S I
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N /A
J A
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L E D
IS
T R
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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
W E
P -2
-R -0
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
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C O
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A A
B D
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S E
E P
A G
E A
N D I
N F
L O
W O
U T F
L O
W C
A N
A L S
FINAL - CORRECTED
22222222 2 2 2 2 2 2
3 3 3 3 3 3 3 33333333
4 4
4 4 4 4 4 4 4 4 44444444
5 5 5 5 5 5 5 5 5 5 55555555
666 6 6
6 6 6 6 6 6 6 6
66666666
777 7
777 7 7
7 7 7 7 7 7 7 7
77777777
7 7
88 8 88888 88 8
88 8 8
8 8 8 8 8 8 8 8
888888888
9 9 9
9 9
9 9
9 9
9 9
9 9 9
999999
9 9 9
9999999999
9 9 9 9
9 9
9 9 9
999 9 9
999 9
9 9 9 9 9 9
99999999
9 9 9 9 9 9 9 9
9999999
10 10
1010 10
10 10 10
-12-12-12-12 -12 -12 -12-10-10-10-10 -10 -10 -10
-8 -8 -8 -8 -8
-8-8-8-8-8
-8-8-8-8-8-8 -8 -8 -8 -8
-6 -6 -6 -6 -6
-6-6-6-6-6
-6-6-6-6-6
-6 -6 -6 -6 -6
-4 -4 -4 -4 -4
-4-4-4-4-4
-4-4-4-4-4
-4 -4 -4 -4 -4
-2 -2 -2 -2 -2
-2-2-2-2-2
-2-2-2-2-2
-2 -2 -2 -2 -2
0 0 0 0 0 0 0 0 0 0 0
00000000000
000000000000
0 0 0 0 0 0 0 0 0 0 0
2 2 2 2 2 2 2 2 2 2 2
22222222222
2 2 2 2 2 2 2 2 2 2 2
2222222222
44444444
4 4 4 4 4 4 4 4 4 4
4 4 4 4 4 4 4 4 4 4 4
4444444444
6 6
6 6 6 6 6 6 6 6 6 6 6
6666666666
6666666666
6 6 6 6 6 6 6 6
8 8 8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8 8 8 8
8888888888
10 10 10 10 10 10
101010101010
1212121212
12 12 12 12 12
CP20-EAARS-CB-0184CP20-EAARS-CB-0183
CP20-EAARS-CB-0433
CP20-EAARS-CB-0434
100' 200'0 C-02
O
P T
IO
N A
L V
A L
U E
IL
B
D
IL
L E
H A
Y P .E
W
C O
W D
R E
Y
C
R A
L P
H P .E
M A
T C
H L
IN
E S
T A . 3
S
E E S
H E
E T C -0
M A
T C
H L
IN
E S
T A . 5
S
E E S
H E
E T C -0
3 KEY MAP
N
LIMITS OF CONSTRUCTION
PROPERTY BOUNDARY
TOE OF CANAL
L
TOP OF BANK
TOP OF BANK
EAA A-2 SEEPAGE CANAL STA. 30+00 TO STA. 52+50
C -2
A A
C -2
60'
MAX.
(SEE NOTE 3)
CONCEPTUAL HAUL ROAD
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
SEEPAGE CANAL
C OF EAA A-2
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
MAINT. ROAD
C OF EAA A-2
ROAD
EDGE OF MAINT.
L
L
I/O CANAL
C OF EAA A-2
EL = -12.5
TOE OF CANAL
EL = -8.0
TOE OF CANAL EL = 2.3
Y=784234
X=736300
Y=784184
X=736300
Y=784234
X=736800
Y=784184
X=736800
CROSSING
POTENTIAL
SEE SPECIFICATION 01 11 00.
FLOW DURING THIS PHASE OF CONSTRUCTION.
WILL NEED TO BE PLACED TO KEEP CANAL
CULVERT, FOR CONSTRUCTION TRAFFIC,
LAND TO SOUTH EXPIRES. A TEMPORARY
UNTIL LEASE WITH FARMERS AND THE FARM
AREA OF CONSTRUCTION TO BE DELAYED
FARM CANAL
(SEE NOTE 8)
TO STA. 50+00
BETWEEN STA. 45+00
NO CONSTRUCTION
TO REMAIN OPEN.
EXISTING FARM CANAL
FARM CANAL
Y=785099
X=736580
Y=784686
X=736624
Y=784660
X=736623
Y=784661
X=736533
Y=784686
X=736533
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
STA. 50+00. SEE SPECIFICATIONS 01 11 00.
8. TRANSITION GRADE TO EXISTING AT STA. 45+00 AND
7. SEE GDR FOR BORING INFORMATION.
SHEET G-06.
6. FOR INFLOW / OUTFLOW CANAL ALIGNMENT SEE
SEE SHEET G-05.
5. FOR MAINTENANCE ROAD ALIGNMENT INFORMATION
CANAL FOR ALIGNMENT INFORMATION SEE SHEET G-04.
4. STATIONING ON PLAN SHEETS BASED ON SEEPAGE
CONTRACTOR. MAXIMUM WIDTH 60 FEET.
3. LOCATION OF HAUL ROADS TO BE DETERMINED BY
12 FEET MAX WITH 1V:3H SIDE SLOPES,
STOCKPILING THE MATERIALS. STOCKPILE HEIGHT IS
STRIPPED OF MUCK SOILS AND DEBRIS PRIOR TO
AREAS FOR EXCAVATED MATERIALS SHALL BE
STRIPPED OF EXISTING VEGETATION AND STOCKPILE
MATERIALS. STOCKPILE AREAS FOR MUCK SHALL BE
SEPARATELY STORE MUCK SOILS AND EXCAVATED
2. CONTRACTOR SHALL UTILIZE STOCKPILE AREAS TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
EL 9.0
FPL ACCESS ROAD
TIE INTO EXIST
Y=785091
X=735156 Y=785095
X=735853
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
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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
S
A J
D A
T E
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
$FILEL$
A N
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
W E
P -2
-R -0
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
(C E
P P
C O
N T
R A
C T
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A A
B D
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S E
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A G
E A
N D I
N F
L O
W O
U T F
L O
W C
A N
A L S
FINAL - CORRECTED
-12-12-12-12 -12 -12 -10-10-10-10
-10 -10 -10 -10
-8 -8 -8 -8 -8
-8-8-8-8-8
-8-8-8-8-8-8 -8 -8 -8 -8
-6 -6 -6 -6 -6
-6-6-6-6-6
-6-6-6-6-6
-6 -6 -6 -6 -6
-4 -4 -4 -4 -4
-4-4-4-4-4
-4-4-4-4-4
-4 -4 -4 -4 -4
-2 -2 -2 -2 -2
-2-2-2-2-2
-2-2-2-2-2
-2 -2 -2 -2 -2 -2
0 0 0 0 0 0 0 0 0 0 0 0
00000000000
00000000000
0 0 0 0 0 0 0 0 0 0 0
2 2 2 2 2 2 2 2 2 2
22222222222
2 2 2 2 2 2 2 2 2 2 2
2222222222
4 4 4 4 4 4 4 4 4 4
44444444444
4 4 4 4 4 4 4 4 4 4 4
4444444444
6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6
6666666666
66666666668 8 8 8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8 8 8 8
8888888888
8888888888
10 10 10 10 10
101010101010
1212121212
12 12 12 12 12
CP20-EAARS-CB-0186CP20-EAARS-CB-0185
CP20-EAARS-CB-0435 CP20-EAARS-CB-0436
33333
3 3 3 3 33333 3 3 3 3 3
44444444444 4 4 4 4 4 4 4 4 4 4 5 5555555555555 5 5 5 5 5 5 5 5 5 5 6 666666666666 6 6 6 6 6 6 6 6 6
77777777777 7 7 7 7 7 7 7 7 7 7 77
888 8
8 8 8
8888 8 8 8 8 8
88888888888 8 8 8 8 8 8 8 8 8 8 8 8
9 9
99 99
9 9
9 9
9 9 9 9 9 9 9
9 9
9 9
999 9 9 9 9 9 9 9 9 9 9 9
999999999999 9 9 9 9 9 9 9 9 9 9 9
9 9
9 9
10 10
10 10 10 10 10 10
10 10 10 10 10 1011 11
1111 11
11111111
C-03
O
P T
IO
N A
L V
A L
U E
100' 200'0
C
IV
IL
B
D
IL
L E
H A
Y P .E
W
C O
W D
R E
Y
C
R A
L P
H P .E
M A
T C
H L
IN
E S
T A . 5
S
E E S
H E
E T C -0
M A
T C
H L
IN
E S
T A . 7
S
E E S
H E
E T C -0
KEY MAP
N
LIMITS OF CONSTRUCTION
PROPERTY BOUNDARY
TOE OF CANAL
L
TOP OF BANK
TOP OF BANK
EAA A-2 SEEPAGE CANAL STA. 52+50 TO STA. 75+00
A
C -2
A
C -2
60'
MAX. (SEE NOTE 3)
CONCEPTUAL HAUL ROAD
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
SEEPAGE CANAL
C OF EAA A-2
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
MAINT. ROAD
C OF EAA A-2L
ROAD
EDGE OF MAINT.
I/O CANAL
C OF EAA A-2L
EL = -12.5
TOE OF CANAL
EL = -8.0
TOE OF CANAL EL = 2.3
Y=784699 X=739166
Y=784684 X=739166
Y=784687 X=739196 Y=784700
X=739198
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
7. SEE GDR FOR BORING INFORMATION.
SHEET G-06.
6. FOR INFLOW / OUTFLOW CANAL ALIGNMENT SEE
SEE SHEET G-05.
5. FOR MAINTENANCE ROAD ALIGNMENT INFORMATION
CANAL FOR ALIGNMENT INFORMATION SEE SHEET G-04.
4. STATIONING ON PLAN SHEETS BASED ON SEEPAGE
CONTRACTOR. MAXIMUM WIDTH 60 FEET.
3. LOCATION OF HAUL ROADS TO BE DETERMINED BY
12 FEET MAX WITH 1V:3H SIDE SLOPES,
STOCKPILING THE MATERIALS. STOCKPILE HEIGHT IS
STRIPPED OF MUCK SOILS AND DEBRIS PRIOR TO
AREAS FOR EXCAVATED MATERIALS SHALL BE
STRIPPED OF EXISTING VEGETATION AND STOCKPILE
MATERIALS. STOCKPILE AREAS FOR MUCK SHALL BE
SEPARATELY STORE MUCK SOILS AND EXCAVATED
2. CONTRACTOR SHALL UTILIZE STOCKPILE AREAS TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
EL 9.0
FPL ACCESS ROAD
TIE INTO EXIST
Y=785112 X=739156
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
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S
IZ
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S U
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D B
Y
D A
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C O
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R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
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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
S
A J
D A
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F
IL
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A M
E
D R
A W
IN
G D
A T
E
$FILEL$
A N
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
W E
P -2
-R -0
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
(C E
P P
C O
N T
R A
C T
A E
A A
B D
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H A
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S E
E P
A G
E A
N D I
N F
L O
W O
U T F
L O
W C
A N
A L S
FINAL - CORRECTED
2 2
3 3 3
3 3
4 4 4 4
4 4 4 5
5 55 5 55555 5 5 5 56 6 6 6 6 6 6 6 6 6 6 66666666666
777 7 7
7 7 7 7 7 7 7 7 7 7 7 7777777777777
88888 8 8 8
8 8
8 8 8
8 8 8888888
8 8 8 8 8 8 8 8 8
8888888888888
9 9
9 9
9 9
99 9
9 9
9 99
99 9 9
9 9 9 9
9 9 9 9 9 9 9
999999999999
999 9
9 9
9 9 9
10 10 10 10 10 10
10 10 10 10 10 10 10 11
-12-12-12-12-12 -12 -12 -12 -10-10-10-10
-10 -10 -10
-8 -8 -8 -8 -8
-8-8-8-8-8
-8-8-8-8-8-8 -8 -8 -8 -8 -8
-6 -6 -6 -6 -6
-6-6-6-6-6
-6-6-6-6-6
-6 -6 -6 -6 -6 -6
-4 -4 -4 -4 -4
-4-4-4-4-4
-4-4-4-4-4
-4 -4 -4 -4 -4 -4
-2 -2 -2 -2 -2
-2-2-2-2-2
-2-2-2-2-2
-2 -2 -2 -2 -2
0 0 0 0 0 0 0 0 0 0 0
00000000000
00000000000
0 0 0 0 0 0 0 0 0 0 0 0
2 2 2 2 2 2 2 2 2 2
2222222222
2 2 2 2 2 2 2 2 2 2
22222222222
4 4 4 4 4 4 4 4 4 4 4
4444444444
4 4 4 4 4 4 4 4 4 4
4444444444
6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6
6666666666
66666666666 8 8 8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8 8 8
8888888888
10 10 10 10 10 10
1010101010
121212121212
12 12 12 12 12
CP20-EAARS-CB-0188CP20-EAARS-CB-0187
CP20-EAARS-CB-0437
CP20-EAARS-CB-0438 CP20-EAARS-CB-0439
100' 200'0 C-04
O
P T
IO
N A
L V
A L
U E
IL
D
IL
L E
H A
Y P .E
W
C O
W D
R E
Y
C
R A
L P
H P .E
LIMITS OF CONSTRUCTION
M A
T C
H L
IN
E S
T A . 7
S
E E S
H E
E T C -0
M A
T C
H L
IN
E S
T A . 9
S
E E S
H E
E T C -0
5 KEY MAP
N
TOE OF CANAL
L
TOP OF BANK
TOP OF BANK
PROPERTY BOUNDARY
EAA A-2 SEEPAGE CANAL STA. 75+00 TO STA. 97+50
A
C -2
C -2
A
60'
MAX.
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
SEEPAGE CANAL
C OF EAA A-2
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
L
I/O CANAL
C OF EAA A-2
MAINT. ROAD
C OF EAA A-2L
ROAD
EDGE OF MAINT.
(SEE NOTE 3)
CONCEPTUAL HAUL ROAD
EL = -12.5
TOE OF CANAL
EL = -8.0
TOE OF CANALEL = 2.3
Y=784707
X=740757
Y=783706
X=740757
Y=784406
X=740681
Y=783776
X=740691
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
EL 9.0
FPL ACCESS ROAD
TIE INTO EXIST Y=785109
X=739979 Y=785109
X=739839
Y=785117
X=740858
SEE NOTE 8
AND STA. 113+50. SEE SPECIFICATION 01 11 00.
8. TRANSITION GRADE TO EXISTING AT STA. 93+00
7. SEE GDR FOR BORING INFORMATION.
SHEET G-06.
6. FOR INFLOW / OUTFLOW CANAL ALIGNMENT SEE
SEE SHEET G-05.
5. FOR MAINTENANCE ROAD ALIGNMENT INFORMATION
CANAL FOR ALIGNMENT INFORMATION SEE SHEET G-04.
4. STATIONING ON PLAN SHEETS BASED ON SEEPAGE
CONTRACTOR. MAXIMUM WIDTH 60 FEET.
3. LOCATION OF HAUL ROADS TO BE DETERMINED BY
12 FEET MAX WITH 1V:3H SIDE SLOPES,
STOCKPILING THE MATERIALS. STOCKPILE HEIGHT IS
STRIPPED OF MUCK SOILS AND DEBRIS PRIOR TO
AREAS FOR EXCAVATED MATERIALS SHALL BE
STRIPPED OF EXISTING VEGETATION AND STOCKPILE
MATERIALS. STOCKPILE AREAS FOR MUCK SHALL BE
SEPARATELY STORE MUCK SOILS AND EXCAVATED
2. CONTRACTOR SHALL UTILIZE STOCKPILE AREAS TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
BLASTING AREA, BUT NO EXCAVATION.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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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
S
A J
D A
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F
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D R
A W
IN
G D
A T
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$FILEL$
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
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T R
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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
W E
P -2
-R -0
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
L M B
E A
C H C
O U
N T
Y F
L O
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ID
A
(C E
P P
C O
N T
R A
C T
A E
A A
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S E
E P
A G
E A
N D I
N F
L O
W O
U T F
L O
W C
A N
A L S
FINAL - CORRECTED
4 4
4 4
4 4 4 4444444 4
5 5
5555555555 5 5 5 5 5
5 5 5 5 5
6 6
6666666666
6 6 6 6 6 6 6 6 6 6 6
7 7
77777 7 7 7 7 7 7 7 7 7 7
77777
8 8
888888 8 8 8 8 8 8 8 8 8 888888
9 9
99999
9 9 9 9 9 9 9 9
9 9
999999
9 99 9
10 10
-12-12-12-12 -12 -12 -10-10-10-10-10 -10 -10 -10
-8 -8 -8 -8 -8
-8-8-8-8-8
-8-8-8-8-8-8 -8 -8 -8 -8 -8
-6 -6 -6 -6 -6
-6-6-6-6-6
-6-6-6-6-6 -6 -6 -6 -6 -6
-4 -4 -4 -4 -4
-4-4-4-4-4
-4-4-4-4-4
-4 -4 -4 -4 -4
-2 -2 -2 -2 -2
-2-2-2-2-2
-2-2-2-2-2
-2 -2 -2 -2 -2
0 0 0 0 0 0 0 0 0 0 0
000000000000
00000000000
0 0 0 0 0 0 0 0 0 0 0
2 2 2 2 2 2 2 2 2 2
2222222222
2 2 2 2 2 2 2 2 2 2
22222222222
4 4 4 4 4 4 4 4 4 4
4444444444
4 4 4 4 4 4 4 4 4 4
44444444444
6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6
66666666666
66666666668 8 8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8 8
8 8 8 8 8 8 8 8 8 8
88888888888
10 10 10 10 10 10
101010101010
1212121212
12 12 12 12 12
CP20-EAARS-CB-0191CP20-EAARS-CB-0190
CP20-EAARS-CB-0189
CP20-EAARS-CB-0440 CP20-EAARS-CB-0441
100' 200'0 C-05
O
P T
IO
N A
L V
A L
U E
IL
B
D
IL
L E
H A
Y P .E
W
C O
W D
R E
Y
C
R A
L P
H P .E
M A
T C
H L
IN
E S
T A . 9
S
E E S
H E
E T C -0
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -0
PROPERTY BOUNDARY
KEY MAP
N
EAA A-2 SEEPAGE CANAL STA. 97+50 TO STA. 120+00
L
TOP OF BANK
TOP OF BANK
A
C -2
C -2
A
SEEPAGE CANAL
C OF EAA A-2
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
MAINT. ROAD
C OF EAA A-2L
ROAD
EDGE OF MAINT.
L
I/O CANAL
C OF EAA A-2
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
LIMITS OF CONSTRUCTION
Y=784408
X=743485
EL = -12.5
TOE OF CANAL
EL = -8.0
TOE OF CANALEL = 2.3
Y=785125
X=741773 Y=785130
X=742452 Y=785134
X=743148
Y=784722
X=743782
Y=784703
X=743782 Y=784720
X=743441
Y=783726
X=743441
Y=783777
X=743492
Y=784719
X=743149
Y=784719
X=743115
Y=784700
X=743115 Y=784699
X=743150
Y=784716
X=742503
Y=784704
X=742503
Y=784704
X=742458
Y=784715
X=742458
Y=784712
X=741778 Y=784692
X=741742
Y=784712
X=741741
Y=784692
X=741778
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
EL 9.0
FPL ACCESS ROAD
TIE INTO EXIST
TOP OF BANK
BLASTING AREA, BUT NO EXCAVATION.
AND STA. 113+50. SEE SPECIFICATION 01 11 00.
8. TRANSITION GRADE TO EXISTING AT STA. 93+00
7. SEE GDR FOR BORING INFORMATION.
SHEET G-06.
6. FOR INFLOW / OUTFLOW CANAL ALIGNMENT SEE
SEE SHEET G-05.
5. FOR MAINTENANCE ROAD ALIGNMENT INFORMATION
CANAL FOR ALIGNMENT INFORMATION SEE SHEET G-04.
4. STATIONING ON PLAN SHEETS BASED ON SEEPAGE
CONTRACTOR. MAXIMUM WIDTH 60 FEET.
3. LOCATION OF HAUL ROADS TO BE DETERMINED BY
12 FEET MAX WITH 1V:3H SIDE SLOPES,
STOCKPILING THE MATERIALS. STOCKPILE HEIGHT IS
STRIPPED OF MUCK SOILS AND DEBRIS PRIOR TO
AREAS FOR EXCAVATED MATERIALS SHALL BE
STRIPPED OF EXISTING VEGETATION AND STOCKPILE
MATERIALS. STOCKPILE AREAS FOR MUCK SHALL BE
SEPARATELY STORE MUCK SOILS AND EXCAVATED
2. CONTRACTOR SHALL UTILIZE STOCKPILE AREAS TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
SEE NOTE 8
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
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S
IZ
E
S U
B M
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T E
D B
Y
D A
T E
C O
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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
S
A J
D A
T E
F
IL
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D R
A W
IN
G D
A T
E
$FILEL$
A N
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
W E
P -2
-R -0
M M
M M
M M
M M
M Y
Y
N T
R A
L E
V E
R G
L A
D E
S P
L A
N N
IN
G P
R O J E
C T
P A
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
(C E
P P
C O
N T
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C T
A E
A A
B D
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H A
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S E
E P
A G
E A
N D I
N F
L O
W O
U T F
L O
W C
A N
A L S
FINAL - CORRECTED
3 3 3
4 4 4 4 4 4
444444
55555555 5 5 5 5 5 6 6
666666 6666 6 6 6 6
7 7 7 7 7 7 7 7 7 7
777777777
8 8 8
8 8 8 8 8 8 8
888888888888
9 9
9 9 9 9 9 9
9 9 9 9 9
999999
99999
10 10
11 1
CP20-EAARS-CB-0193
CP20-EAARS-CB-0192
CP20-EAARS-CB-0442 CP20-EAARS-CB-0443
100' 200'0 C-06
O
P T
IO
N A
L V
A L
U E
D
IL
L E
H A
Y P .E
W
C O
W D
R E
Y
C
R A
L P
H P .E
C
IV
IL
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -0
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -0
LIMITS OF CONSTRUCTION
PROPERTY BOUNDARY
KEY MAP
N
TOE OF CANAL
L
TOP OF BANK
EAA A-2 SEEPAGE CANAL STA. 120+00 TO STA. 143+00
A
C -2
C -2
A60'
MAX.
(SEE NOTE 3)
CONCEPTUAL HAUL ROAD
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
TOP OF BANK
L
I/O CANAL
C OF EAA A-2
SEEPAGE CANAL
C OF EAA A-2L
MAINT. ROAD
C OF EAA A-2
ROAD
EDGE OF MAINT.
EL = -12.5
TOE OF CANAL
EL = -8.0
TOE OF CANALEL = 2.3
Y=783795
X=745722
Y=783750
X=745682
Y=784731
X=745812
Y=784707
X=745812
Y=784707
X=745749
Y=784731
X=745750
Y=784729
X=745149
Y=784702
X=745149
Y=784700
X=745087
Y=784728
X=745087
Y=784725
X=744478
Y=784707
X=744477
Y=784707
X=744439
Y=784725
X=744440Y=784722
X=743817
Y=784701
X=743816
Y=785140
X=744125 Y=785148
X=745014
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
7. SEE GDR FOR BORING INFORMATION.
SHEET G-06.
6. FOR INFLOW / OUTFLOW CANAL ALIGNMENT SEE
SEE SHEET G-05.
5. FOR MAINTENANCE ROAD ALIGNMENT INFORMATION
CANAL FOR ALIGNMENT INFORMATION SEE SHEET G-04.
4. STATIONING ON PLAN SHEETS BASED ON SEEPAGE
CONTRACTOR. MAXIMUM WIDTH 60 FEET.
3. LOCATION OF HAUL ROADS TO BE DETERMINED BY
12 FEET MAX WITH 1V:3H SIDE SLOPES,
STOCKPILING THE MATERIALS. STOCKPILE HEIGHT IS
STRIPPED OF MUCK SOILS AND DEBRIS PRIOR TO
AREAS FOR EXCAVATED MATERIALS SHALL BE
STRIPPED OF EXISTING VEGETATION AND STOCKPILE
MATERIALS. STOCKPILE AREAS FOR MUCK SHALL BE
SEPARATELY STORE MUCK SOILS AND EXCAVATED
2. CONTRACTOR SHALL UTILIZE STOCKPILE AREAS TO
NORTH AMERICAN VERTICAL DATUM (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO
EL 9.0
FPL ACCESS ROAD
TIE INTO EXIST
Y=785156
X=745484 Y=785158
X=746091
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1 1 1 1 1 1
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3 3
3333333 3 3 3 3 3 3 3
4444444 4 4 4 4 4 4 4
5 5
5555555
5 5 5 5 5 5 5
6666666
6 6 6 6 6 6 6
7 7
7 7 7 7 7 7 7
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88 8 8 8 8 8 8888
8 8
8 8 8 8 8 8 8
8888888
9 9
9 9
9 9
9 9
9 9 9
9 9 9 9 9 9 9
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12 12
12 13
-12
-12
-12
-1
-10
-10
-10
-1
-1
-8
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-8 -8 -8
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0 0
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4 4
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8 8
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CP20-EAARS-CB-0194
CP20-EAARS-CB-0444
CP20-EAARS-CB-0445
C-07
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MATCHLINE STA. 143+00 SEE SHEET C-06
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C -0
KEY MAP
N
TOE OF CANAL
L
TOP OF BANK
TOP OF BANK
SEEPAGE CANAL
C OF EAA A-2
A C -22
60'
MAX.
(SEE NOTE 3)
CONCEPTUAL HAUL ROAD
(SEE NOTE 2)
STAGING AREA AND STOCKPILE AREA
E A
A A -2 S
E E
P A
G E C
A N
A L
S T
A T
O S
T A
EAA A-2 SEEPAGE CANAL STA. 143+00 TO STA. 160+00
LEGEND
FOR BORING DESCRIPTIONS)
SOIL BORING (REFER TO SPECIFICATIONS
EXISTING DITCH GRADE.
8.5 FT WITH 4H:1V TRANSITION BACK TO
SATISFACTORY MATERIAL TO ELEVATION
AND COMPACT THE DRAINAGE DITCH WITH
LIMITS OF CANAL CONSTRUCTION. BACKFILL
FROM THE PROPOSED TOP OF BANK TO THE
CLEAR, GRUB AND DEMUCK EXISTING DITCH
A C -22
MAINT. ROAD
C OF EAA A-2L
ROAD
EDGE OF MAINT.
L
I/O CANAL
C OF EAA A-2
EL = -12.5
TOE OF CANAL
EL = -8.0
TOE OF CANAL
EL = 2.3
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
Y=784733 X=746302
Y=784701 X=746418
Y=784613 X=746539
Y=784502 X=746613
Y=784358 X=746657
Y=784429 X=746341
Y=784806 X=747060
Y=784941 X=747036
Y=785047 X=746965
Y=785122 X=746846
Y=785160 X=746697
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
7. SEE…
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