Plan_Set_KI-2.pdf

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Jacksonville District of Engineers

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PRO

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O N

IN

CREASED STRUCTURE REPLACEMENT

PLANS

FOR CONSTRUCTION OF

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

TO ACCOMPANY INVITATION

"INCREASE PROFIT -- SUBMIT VECP'S"

E

V

HERBERT HOOVER DIKE REHABILITATION

S-265 (KI-2) RECONSTRUCTION

OKEECHOBEE COUNTY, FLORIDA

114527-HHDRCRKI2-GI000.DGN

NO. W912EP-17-R-0006

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O of Engineers

US Army Corps

Jacksonville District

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INDEX TO DRAWINGS

TITLE

GENERAL

DWG NO

NEXT SECTION

DWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-265 (KI-2) RECONSTRUCTION

G-01 INDEX TO DRAWINGS

IN

D

E X O

F D

R A

W

IN

G S

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03 SITE ACCESS, CONTROL POINTS, VICINITY AND LOCATION MAPS

G-04

CIVIL

SURVEY

V-01

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

PHASE I - COFFERDAM PLAN

PHASE I - COFFERDAM CONTOUR PLAN

PHASE I - COFFERDAM CROSS SECTIONS

PHASE I - COFFERDAM ARMORING PLAN AND SECTIONS

PHASE II - EXCAVATION PLAN

PHASE II - EXCAVATION CONTOUR PLAN

PHASE II - EXCAVATION SEEPAGE PROTECTION PLAN

PHASE III - STRUCTURE INSTALLATION PLAN

PHASE III - STRUCTURE INSTALLATION CROSS SECTIONS

PHASE III - STRUCTURE INSTALLATION DETAILS - DRAINAGE

PHASE IV - EMBANKMENT RECONSTRUCTION PLAN

PHASE IV - CHANNEL AND WORKBENCH RECONSTRUCTION PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION SURFACING PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS

STRUCTURAL

S-01

S-02

S-04

S-05

S-06

S-07

S-08 PLAN EL 25.0

S-09

S-10

S-11

S-12

S-13

S-14

S-15 PLAN EL 25.0

S-16

S-17

S-18

S-19

GENERAL NOTES

HEADWALL ELEVATIONS

FOUNDATION PLAN AND SECTIONS

FOUNDATION SECTIONS AND DETAILS

PLAN EL 8.0 AND EL 17.5

SECTIONS

SECTIONS

SECTIONS

FOUNDATION PLAN AND SECTIONS

FOUNDATION SECTIONS AND DETAILS

PLAN EL 8.0 AND EL 17.5

SECTIONS

SECTIONS

SECTIONS

CONCRETE ENCASEMENT

NEXT SECTION

S-20

S-21

S-22

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

S-32

S-34

S-35

S-36

S-37

S-38

S-39

S-40

S-41

S-42

S-44

S-45

S-46

S-47

S-48

S-49

S-50

S-51

S-52

S-53

S-54

S-55

S-56

S-57

S-58

S-59

S-60

S-61

S-62

SIGN DETAILSS-63

CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

CULVERT REINFORCEMENT

CANALSIDE WINGWALL

LANDSIDE WINGWALL

REINFORCEMENT

REINFORCEMENT

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

BULKHEAD SILL AND ARMOUR DETAILS

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

RAILING PLAN AND ELEVATION

LANDSIDE HEADWALL RAILING PLAN AND ELEVATION

TYPICAL DETAILS MANATEE SCREEN PLAN AND SECTIONS

72"x72" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

72"x72" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND SECTIONS

72"x72" SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. FLAP GATE ASSEMBLY

72"x72" COMBINATION GATE. FLAP GATE PIVOT ARM ASSEMBLY

TYPICAL CONTROL BUILDING

MISCELLANEOUS CONCRETE DETAILS

TYPICAL HANDRAIL DETAILS

TYPICAL HANDRAIL DETAILS

RUNG LADDER AND FALL PROTECTION ANCHOR DETAILS

VERTICAL LADDERS AND SHIP LADDER DETAILS

REMOVEABLE FALL PRROTECTION COVERS

LANDSIDE HEADWALL SCOUR CUTOFF WALLS

RESOURCE

R-01

R-02

R-03

R-04

HP_CULVERT_SHEET_1_DO_451-29414

HP_CULVERT_SHEET_2_DO_451-29414

HP_CULVERT_SHEET_3_DO_451-29414

HP_CULVERT_SHEET_4_DO_451-29414

S-33 CANALSIDE HEADWALL SCOUR CUTOFF WALLS

CANALSIDE HEADWALL FIXTURES

CANALSIDE HEADWALL RAILING PLAN AND ELEVATION

S-03

GENERAL PLAN

GENERAL PROFILE

S-43

DUAL LEAF GATE. GATE ASSEMBLY ELEVATION AND SECTION

C-18

C-19

C-20

C-21 PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 3 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 2 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 1 - FENCE

MECHANICAL

M-01

M-02

M-03

MECHANICAL

ELECTRICAL

E-01

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

E-11

E-12

E-14

E-13

TELECOMMUNICATIONS

T-01

T-02

T-03

T-04

T-05

T-06

T-07

T-08

T-09

T-10

T-11

STILLING WELL PLAN AND ELEVATION

STILLING WELL SECTION AND DETAILS

STILLING WELL SECTIONS AND SCHEMATIC

ABBREVIATIONS AND GENERAL NOTES

STRUCTURAL ELECTRICAL PLAN, SHEET 1

STRUCTURAL ELECTRICAL PLAN, SHEET 2

OPERATING PLATFORM DETAILS

CONTROL SCHEMATIC

CONDUIT AND CIRCUIT SCHEDULES

ELECTRICAL DETAILS, SHEET 1

ELECTRICAL DETAILS, SHEET 2

ELECTRICAL DETAILS, SHEET 3

LANDSIDE CULVERT GATE ELECTRICAL PLAN

LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SUTRON SYSTEM COMPONETS

SUTRON PANEL WIRING DIAGRAM, SHEET 1

SUTRON PANEL, WIRING DIAGRAM, SHEET 2

SOLAR POWER PANEL WIRING DIAGRAM, SHEET 3

SOLAR POWER PANEL INSTALLATION DETAIL

ANTENNA POLE DETAILS

INCLINOMETER INSTALLATION DETAIL

INCLINOMETER DETAILS

RTU RADIO BRACKET

S-64

S-65

S-66

STILLING WELL INSTRUMRNTATION PLATFORM LAKESIDE PLAN AND ELEVATION

STILLING WELL INSTRUMRNTATION PLATFORM LANDSIDE PLAN AND ELEVATION

STILLING WELL PLATFORM SECTIONS AND DETAILS

SURVEY PLAN

PHASE II - EXCAVATION CROSS SECTIONS

PHASE IV - WORK BENCH RECONSTRUCTION PLAN

LANDSIDE CONTROL SCHEMATIC

LANDSIDE OPERATING PLATFORM DETAILS

LEGEND AND SYMBOLS

UTILITY SITE PLAN

BORING LOCATIONS, WORK LIMIT, STAGING AREA PLAN AND BY-PASS PUMPING

PHASE IV - CHANNEL RECONSTUCTION DETAIL AND SECTIONS

TITLE

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

CONSTRUCTION LIMITS

FENCE

OBJECT CENTERLINE

GUARDRAIL

RIGHT-OF-WAY

PROPERTY LINE

INDENTITY SYMBOL KEY

SECTION

SCALE: A SCALE: A

DETAIL

SECTION

SCALE: A

PLAN

SCALE: A

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DETAIL IDENTIFICATION

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

S-203

F

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

M-102

SECTION IDENTIFICATION

SCALE REFERENCE

DETAIL TITLE

DRAWING TAKEN FROM

DRAWINGS WHERE CUT

SECTION TITLE W/ MULTIPLE CALLOUTS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

EMBANKMENT TYPICAL SECTION

MARK No. CALLOUT MARK TITLE

INTERIOR ELEVATION

4 REQ'D

PART

PART

WITH ASYMETRICAL SCALES

DRAWING TITLE

DRAWING TITLE (TYP)

SCALE REFERENCE

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

AND MARK No.

NOMENCLATURE

VERTICAL SCALE: B

HORIZONTAL SCALE: A

QUANTITY REQUIRED

SCALE REFERENCE

DRAWING WHERE SHOWN

DETAIL IDENTIFICATION

DETAIL BOUNDRY

A-302

S-205

S-206

S-203

F

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

T

S-706

OBJECT REFERENCED

S-506

J

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

J

F

A-201

F

A-201

A-202

G

F H

J

D

A-202

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

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

REDUCED TO FIT

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

(TSAEC.RSC ~ LINE STYLES ARE RELATIVE)

X'-X"

EL 45.0

14 14OR

A

C

X^

X"

REDUCED TO FIT

Mk. M-614-6

BUSHING MARK M-614-6

G-02

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 Y

G E

N E

R A

L

(EARTH, 45^)

EXISTING SOIL

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

TRM TURF REINFORCING MAT

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

RECP ROLLED EROSION CONTROL PRODUCT

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

PVC POLYVINYL CHLORIDE

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

CENTEROCON

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

LARGELRG

LINEAR FOOTLF

LBS POUNDS

LBF POUND FORCE

L ANGLE

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HHD HERBERT HOOVER DIKE

HDPE HIGH DENSITY POLYETHYLENE

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

CONTRACTING OFFICERS REPRESENTATIVECOR

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

ABNORMALABNL

ABANDONABAN

HIGHWAY TRANSPORTATION OFFICIALS

AASHTO AMERICAN ASSOCIATION OF STATE

ARCHITECT/ENGINEERA/E

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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L-62

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G E

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G-03

J A

N

W .A .C

FL SPCE NAD83(11) NAVD88

PID DESIGNATION NORTHING EASTING ELEVATION

CONTROL POINTS:

29 MILES

TO LAKE PLACID

31 MILES

TO MOORE HAVEN

20 MILES

TO OKEECHOBEE

11 MILES

TO OKEECHOBEE

C .D .R

J .D .W

H H

D C

R C

K -G

I0 .d g n

AF6695

AE6451

ALABAMA

GEORGIA

JACKSONVILLE

TALLAHASSEEPENSACOLA

ORLANDO

COCOA

TAMPA

GULF OF MEXICO

A T L

A N

T

IC

O

C E

A N

LAKE

OKEECHOBEE

WEST

PALM

BEACHFT MYERS

MIAMI

KEY WEST

NTS

ENTRANCE

SR

C -3

VICINITY MAP

NTS

OF WORK

LOCATION

LOCATION MAP

L-48

(K

IS

S

IM

M E E R

IV

E R

(SEE NOTE 2)

GATE

FLORIDA

NOTES:

OKEECHOBEE

LAKE

SITE ACCESS DETAIL

V

IC

IN

IT

Y A

N D L

O C

A T

IO

N M

A P

S S

IT

E A

C C

E S

S

C O

N T

R O

L P

O

IN

T S

DETAIL

ACCESS

SEE SITE

AF6695 W 357 1057658.84 668843.24 30.42

AE6451 KR 1014 1051530.12 668475.29 25.17

LOCATION AND ACCESS.

2. ACCESS ROAD IS GATED. REFER TO SPECIFICATION SECTION 01 11 00

ACCORDANCE WITH USACE EM-385-1-1.

AT THE INTERSECTION OF STATE ROAD 78 AND PROJECT ENTRANCE IN

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR VEHICULAR ACCESS

E=676602.4 N=1045267.2

E=676595.6 N=1045274.5

E=676595.6 N=1045274.5

E=676316.5 N=1045280.1

NOTES:

AREA 2.7 ACRES

STAGING/ STORAGE

AREA 1.9 ACRES

STAGING/STORAGE

OF ENTRY.

RIGHT-OF-WAY OR STATE LANDS WITH RIGHT

2. CONSTRUCTION LIMITS ARE WITHIN FEDERAL

PUMPING SYSTEM REQUIREMENTS.

1. REFER TO SPECIFICATION 01 11 00 FOR BY-PASS

E=677005.6 N=1045525.4

LEGEND:

CONSTRUCTION LIMITSTEST PIT

(REFER TO S-265 GDR)

SOIL BORING

(MUCK)

SEDIMENT PROBE

LANDSIDE

LAKESIDE

E=676390.4 N=1045707.5

E=676491.5 N=1045742.3

E=676306.6 N=1045889.8

E=676490.1 N=1045810.5

E=676320.2 N=1045939.3

E=676872.1 N=1045970.5

E=676352.1 N=1045448.8

E=676251.3 N=1045354.9

E=676904.7 N=1045562.9

E=677089.5 N=1045511.4

E=677114.0 N=1045840.9

E=677112.6 N=1045743.6

E=676046.3 N=1045517.7

E=676046.3 N=1045721.5

E=676033.8 N=1045731.2

E=676280.7 N=1045264.4

E=676249.9 N=1045327.2

E=676155.2 N=1045306.1

E=677021.4 N=1045579.9

CB-KI-2-R

HHD13-S265-CB-1

E=677075.0 N=1045821.6

OF DISCHARGE PIPE

ASSUMED LOCATION

PIPE(S)

OF BY-PASS PUMPING

ASSUMED LOCATION

E=676257.7 N=1045335.1

E=676154.9 N=1045322.4

PUMPS

INTAKE PIPE(S) AND/OR

ASSUMED LOCATION OF

SOURCE

PUMP(S) OR POWER

ASSUMED LOCATION OF

E=676989.9 N=1045524.2

E=676564.2 N=1045537.9

E=676599.6 N=1045499.9

BY-PASS PIPE(S)

ASSUMED LOCATION OF

E=676312.3 N=1045270.0

LIMITS

STAGING AREA

LIMITS

STAGING AREA

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

KI2-5

KI2-4

KI2-3

KI2-2

KI2-1

NORTHING EASTINGNAME

KI2-5

KI2-4

KI2-3

KI2-2

KI2-1

1045483

1045534

1045574

1045625

1045655

676209

676317

676407

676488

676588

SEDIMENT PROBE LOCATIONS

O C

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

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A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

G e n e ra l\ B o ri n g L o c a ti o n s S ta g in g a re a a n d W o rk P o in t

A -N

A N

H E

R B

E R

T H

O O

V E

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E H

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IL

IT

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K I-

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C O

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T R

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IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

HHD13-S265-CB-2

-H

H D

R C

R K I1 -G

.d g n

C .D .R

W .A .C

J .R .W

S T

A G

IN

G A

R E

A P

L A

N A

N D B

Y -P

A S

S P

U M

P

IN

G B

O R

IN

G L

O C

A T

IO

N S

W O

R K

IN

G L

IM

IT

S

G E

N E

R A

L

G-04

HHD13-S265-CB-5

HHD13-S265-CB-3

HHD13-S265-CB-4

HHD13-S265-CB-6

HHD16-S265-TP-1

HHD16-S265-TP-2

80'40'040'

N

BORING LOCATIONS

NAME NORTHING EASTING

HHD16-S265-TP-2

HHD16-S265-TP-1

HHD13-S265-CB-6

HHD13-S265-CB-5

HHD13-S265-CB-4

HHD13-S265-CB-3

HHD13-S265-CB-2

HHD13-S265-CB-1

CB-KI-2-R

1045790

1045600

1045824

1045827

1045786

1045744

1045702

1045608

1045721

676715

676797

676833

676702

677050

676476

676884

676702

676747

40'20'020'

LANDSIDE

-H

H D

R C

R K I2 -V

.d g n

C .D .R

W .A .C

J .R .W

S U

R V

E Y P

L A

N

S U

R V

E Y

V-01

R/W

WIRE FENCE

EXISTING BARBED

STRUCTURE

EXISTING

PLATFORM

EXISTING WOOD

LAKESIDE

EXI

STI

NG

CANAL

EXI

STI

NG

CANAL

6 67

A

B

C

D

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A

8 7 6 5 4 3 2

GRAPHIC SCALES

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IL

E N

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D B

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D R

A W

IN

G D

A T

E

F

IL

E N

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T E

D B

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P L

O T S

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P L

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A T

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

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L E F

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H E A

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$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

S u rv e y M a p p in g \S u rv e y C o n d it io n s

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

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N P

R O J E

C T

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L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

15 15

R/W

BARRIER

EXISTING

BARRIER

EXISTING

EXISTING ROAD

GUARDRAIL

EXISTING

RIPRAP

EXISTING

STRUCTURE

EXISTING

PLATFORM

EXISTING WOOD

19 19

202020

202020

31 31

CONTROL BOX

EXISTING

BOLLARDS

EXISTING

RIPRAP

EXISTING

N

JULY 2016.

6. SURVEY DATA WAS OBTAINED FROM JUNE 2015 TO

CONDITIONS EXISTING AT THAT TIME.

ONLY BE CONSIDERED AS INDICATING GENERAL

INDICATED ON THE REFERENCED SURVEY AND CAN

THE RESULTS OF SURVEYS MADE ON THE DATES

5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS

CLOCKWISE FROM NORTH (0).

4. ALL AZIMUTHS ARE GRID AND ARE RECKONED

( NAD83(11)).

BASED ON THE NORTH AMERICAN DATUM OF 1983

3. PLANE COORDINATES ARE IN SURVEY FEET AND

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

FROM GOVERNMENT CONTRACT SURVEY 15-087.

1. INFORMATION SHOWN ON THIS DRAWING IS TAKEN

SURVEY NOTES:

TOP

EARTHEN COFFERDAM

TO BE REMOVED

STRUCTURE

EXISTING KI-2

TO BE REMOVED

EXISTING FENCE

REMOVED

PLATFORM TO BE

EXISTING WOOD

TO BE REMOVED

EXISING GUARDRAIL REMOVED

PLATFORM TO BE

EXISTING WOOD

AND STORED

TO BE REMOVED

EXISTING RIPRAP

EXISTING R/W

EXISTING R/W

TO BE REMOVED

EXISTING FENCE

LANDSIDE

o n

LAKESIDE

:3

:4

EXI

STI

NG

CANAL

EXI

STI

NG

CANAL

80'40'040'

52.5' R

EXISTING EMBANKMENT ROAD

EXISTING EMBANKMENT ROAD

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I C

O F F

E R

D A

M P

L A

N

C

IV

IL

C-01

A

B

C

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1234567

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8 7 6 5 4 3 2

GRAPHIC SCALES

S O

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Y

C K

D B

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D R

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IN

G D

A T

E

F

IL

E N

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B E

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S U

B M

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T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

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H E A

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$STAMP$

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A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I C o ff e rd a m P la n

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

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A T

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N P

R O J E

C T

S T

R U

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E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

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IO

N J

O E R

W A

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P .E

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J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

COFFERDAM

TOE OF EARTHEN

1:4 (T

YP.

1:4 (T

YP.

1:4 (T

YP.

TOE

COFFERDAM

EARTHEN

C

C -0

EL.=15.0

E=676812.9 N=1045875.0

EL.=15.0

E=676868.6 N=1045844.4

EL.=15.0

E=676906.9 N=1045758.7

EL.=15.0

E=676855.5 N=1045837.0

52.5' R

70' R

EL.=15.0

E=676903.3 N=1045730.1

EL.=15.0

E=676911.4 N=1045739.3

Elev.=15.0 E=676912.1 N=1045722.7

Elev.=15.0 E=676906.5 N=1045721.5

60' R

60' R

60' R

B

C-

30' R

C EARTHEN COFFERDAM

A

C-03

COFFERDAM

TOP OF EARTHEN

EL.=20.12

E=676063.5 N=1045481.0

EL.=20.12

E=676227.9 N=1045376.6

C EARTHEN COFFERDAM

100' R

80' R

C EARTHEN COFFERDAM

C EARTHEN COFFERDAM

C EARTHEN COFFERDAM

C EARTHEN COFFERDAM

EL.=25.0

E=676825.3 N=1045932.5

EL.=25.0

E=676910.2 N=1045886.0

EL.=25.0

E=676805.8 N=1045922.0

C EARTHEN COFFERDAM

C EARTHEN COFFERDAM

EL.=25.15

E=676627.6 N=1045895.3

EL.=25.15

E=676912.0 N=1045863.7

EL.=25.15

E=676950.3 N=1045778.1

EL.=25.15

E=676958.9 N=1045741.2

EL.=25.15

E=676961.2 N=1045682.1

0 4

6+

7+00

1 on 1

8+00

C EARTHEN COFFERDAM

C EARTHEN COFFERDAML

C EARTHEN COFFERDAML

L

L

L

L

L

L

L

L

L

C EARTHEN COFFERDAML

C EARTHEN COFFERDAML

C EARTHEN COFFERDAML

EL.=30.0

E=676410.2 N=1045885.5

EL.=30.0

E=676432.7 N=1045857.9

EL.=30.0

E=676459.7 N=1045877.2

EL.= TIE INTO EXISTING

E=677021.9 N=1045551.8

EL.= TIE INTO EXISTING

E=676371.6 N=1045897.8

EL.=30.15

E=676413.9 N=1045874.9

EL.=30.15

E=676451.5 N=1045868.3

EL.=30.15

E=676568.3 N=1045886.2

EL.=30.15

E=676963.5 N=1045622.2

EL.=30.15

E=676963.8 N=1045614.8

EL.=30.15

E=676999.7 N=1045562.1

0 2

TOE

EARTHEN COFFERDAM

EL.=TIE INTO EXISTING

E=676957.8 N=1045573.8

F L

O W

N

LAKESIDE COFFERDAM PER DRAWINGS C-03 AND C-04.

MAINTAINED THROUGHOUT THE SERVICE LIFE OF THE

COFFERDAM. CREST ELEVATION OF +25 FT SHALL BE

REMOVED DURING INSTALLATION OF THE EARTHEN

UNCONSOLIDATED FINE FOUNDATION SOILS NOT DISPLACED/

SETTLEMENT DUE TO CONSOLIDATION OF ORGANIC OR

6. THE CONTRACTOR SHALL ANTICIPATE UP TO 2 FEET OF

SPECIFICATIONS SECTIONS 015720 AND 015725.

MONITORING PLAN INCLUDING BARRIERS PER THE

5. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

(SEE DWG. C-19).

CONSTRUCTION FOR RE-INSTALLATION AT PHASE IV

4. REMOVE AND STORE EXISTING FENCE IMPACTED BY S-265

COFFERDAM (SEE G-04).

BEFORE BEGINNING INSTALLATION OF TEMPORARY

3. BYPASS PUMPING SYSTEM SHALL BE FULLY OPERATIONAL

BE DEGRADED OUTSIDE THE LIMITS OF THE COFFERDAM.

CONTRACTING OFFICER. THE EMBANKMENT SHALL NOT

COFFERDAM IS IN PLACE, COMPLETE AND APPROVED BY

DEGRADED OR EXCAVATED UNTIL THE EARTHEN

2. NO PORTION OF THE EXISTING EMBANKMENT SHALL BE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NOTES:

80'40'040'

LAKESIDE

o n

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I C

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S O

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P L

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C A

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P L

O T D

A T

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C O

N T

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

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A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I C o ff e rd a m C o n to u r P la n

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

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A T

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N P

R O J E

C T

S T

R U

C T

U R

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L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

6+

12 1

13 13

8+00

BE DEGRADED OUTSIDE THE LIMITS OF THE COFFERDAM.

CONTRACTING OFFICER. THE EMBANKMENT SHALL NOT

COFFERDAM IS IN PLACE, COMPLETE AND APPROVED BY

DEGRADED OR EXCAVATED UNTIL THE EARTHEN

2. NO PORTION OF THE EXISTING EMBANKMENT SHALL BE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NOTES:

7+00

1 on 1

TOE

EARTHEN COFFERDAM

TOE

EARTHEN COFFERDAM

N

15'

LANDSIDE LANDSIDE

LANDSIDE

LAKESIDE LAKESIDE

LAKESIDE

FROM STA. 5+85 TO STA. 7+35

FROM STA. 8+26.4 TO STA. 9+26 EL. = 30.15

FROM STA. 2+65 TO STA. 7+76.4 EL. = 25.15

* FROM STA. 0+00 TO STA. 2+05 EL. = 30.15

EL. = 25.15

C EARTHEN COFFERDAML

(VARIES) SEE NOTE A

NOTE A

EL. 20.0

12'

1 GRADE

EXISTING CANAL

GRADE

EXISTING CANAL

C D

R W

A C

J R

W J

A N

-H

H D

R C

R K I2 -C

.D

G N

P H

A S

E I C

O F F

E R

D A

M C

R O

S S S

E C

T

IO

N S

C

IV

IL

C-03

NOTES:

EL. 25.0

15'

GRADE

EXISTING EMBANKMENT

GRADE

EXISTING CANAL

EXISTING GRADE

GRADE

EXISTING CANAL

EL. 20.12

C EARTHEN COFFERDAML

EL. 25.15

C EARTHEN COFFERDAML

ELEVATIONS VARY IN TRANSITION ZONES IN DETAIL A.

COFFERDAM RIPRAP REQUIREMENTS.

SEE DETAIL D ON DRAWING C-04 FOR CREST SLOPE AND

LAKESIDE COFFERDAM. SEE SPECIFICATION 00 31 32.

BE MAINTAINED THROUGHOUT THE SERVICE LIFE OF THE

EARTHEN COFFERDAM. CREST ELEVATION OF +25 FT SHALL

PLACED/REMOVED DURING INSTALLATION OF THE

UNCONSOLIDATED FINE FOUNDATION SOILS NOT DIS-

SETTLEMENT DUE TO CONSOLIDATION OF ORGANIC OR

THE CONTRACTOR SHALL ANTICIPATE UP TO 2 FEET OF

OKEECHOBEE AND THE C-38 CANAL.

HISTORICAL RANGE OF WATER LEVELS IN LAKE

REFER TO SPECIFICATIONS FOR OPERATIONAL AND

PER THE SPECIFICATIONS 015720 AND 015725.

AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS

CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

6.

5.

4.

3.

2.

1.

40'20'020'

100 200

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

100 2000 0

15'

E L

E V

A T

IO

N

E L

E V

A T

IO

N

100 300 500200 4000

A

B

C

D

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C

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P L

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L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

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N N o

S Y

M Z

O N

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J A

C K

S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

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L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I C o ff e rd a m C ro s s S e c ti o n s

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

/2

/2

W E

P -1

-R -0

A

C-01

COFFERDAM CROSS SECTION C

C-01

COFFERDAM CROSS SECTION

B

C-01

COFFERDAM CROSS SECTION

SEE DETAIL 1

(TYP.)

KEY IN

LEGEND

GEOTEXTILE AND 6" LIMEROCK

TYPE I RIPRAP

(UNLESS OTHERWISE NOTED)

GEOTEXTILE AND BEDDING STONE

EXISTING GRADE

EL. 20.0

12'

C EARTHEN COFFERDAML

6" LIMEROCK

GEOTEXTILE AND

6" BEDDING STONE

6" LIMEROCK

GEOTEXTILE AND

SEE DETAIL 1

(TYP.)

KEY IN KEY IN 12"

RE-USED RIPRAP

18" IMPORT AND/OR

RIPRAP

18" IMPORT

SEE NOTE 3

EL. 25.0

15'

C EARTHEN COFFERDAML

GEOTEXTILE

6" BEDDING STONE

EL. 15.0

2%

SEE NOTE 3

FOR PHASE II WRAP

12' EXPOSED GEOTEXTILE

STONE

6" BEDDING

GRADE

EXISTING

EL. 27.0

RIPRAP

AND/OR RE-USE

18" TYPE I IMPORT

TOP

EARTHEN COFFERDAM

IMPORT RIPRAP

START STA. 5+00

RE-USED RIPRAP

IMPORT AND/OR

FENCE

EXISTING

PLATFORM

EXISTING WOOD

EXISTING GUARDRAIL PLATFORM

WOOD

EXISTING

STRUCTURE

EXISTING KI-2

RIPRAP

EXISTING

EXISTING R/W

EXISTING R/W

EXISTING FENCE

LAKESIDE

:3

:4

DETAIL

N.T.S.

C-04

80'40'040'

N.T.S.

N.T.S.

EXISTING EMBANKMENT ROAD

EXISTING EMBANKMENT ROAD

A

B

C

D

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A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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IP

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N N o

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S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

$STAMP$

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A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

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A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I C o ff e rd a m A rm o ri n g P la n a n d S e c ti o n s

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I C

O F F

E R

D A

M A

R M

O R

IN

G P

L A

N A

N D S

E C

T

IO

N S

C

IV

IL

C-04

TOE

EARTHEN COFFERDAM

COFFERDAM

TOE OF EARTHEN

E

C -0

D

C-

END STA. 7+35

RE-USED RIPRAP

IMPORT AND/OR

COFFERDAM

TOP OF EARTHEN

RE-USED RIPRAP

18" IMPORT AND/OR

18" IMPORT RIPRAP

6+

7+00

8+00

NOTES:

IS PLACED IN THE WET.

AND LANDSIDE COFFERDAMS NOT REQUIRED WHERE GEOTEXTILE

GEOTEXTILE KEY IN LOCATED ON THE WATERSIDE OF LAKESIDE

ABOVE THE SELECT FILL.

EARTHEN COFFERDAMS. EMBANKMENT FILL SHALL BE USED

RIVER/CANAL TO 2' ABOVE WATER LINE TO CONSTRUCT

SELECT FILL SHALL BE USED FROM BOTTOM OF THE

THE SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER

CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

4.

3.

2.

1.

TOE

EARTHEN COFFERDAM

LAKESIDE EARTHEN COFFERDAM SECTIOND

C-04

LANDSIDE EARTHEN COFFERDAM SECTIONE

C-04

GEOTEXTILE

2'

EMBANKMENT FILL

6" BEDDING STONE

RIPRAP TYPE 1

18" IMPORTED

18" RIPRAP

:4

1:4

1:4

:4

EL = -2.2

EXCAVATION

BOTTOM OF

E=676660.6 N=1045620.6

E=676791.6 N=1045809.5

E=676608.9 N=1045736.3 E=676844.8

N=1045692.3

SECTION 35 41 00 EMBANKMENT CONSTRUCTION.

SECTIONS 01 57 20 ENVIRONMENTAL PROTECTION AND

CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION

THE REQUIRED DEWATERING PERMITTING IS THE

REQUIRED DEWATERING OF THE CONSTRUCTION SITE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DATUM 1988 (NAVD88).

REFER TO NORTH AMERICAN VERTICAL

1. ELEVATIONS ARE IN FEET AND TENTHS AND

NOTES:

EXISTING R/W

EXISTING R/W

LANDSIDE

80'40'040'

N

LAKESIDE

EXI

STI

NG

CANAL

PIPES

OF BY-PASS PUMPING

ASSUMED LOCATION

EXISTING EMBANKMENT ROAD

EXISTING EMBANKMENT ROAD

DEW

ATE

RED

EXI

STI

NG

CANAL

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I I

E X

C A

V A

T

IO

N P

L A

N

C

IV

IL

C-05

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

GRAPHIC SCALES

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A M

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Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

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S U

B M

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T E

D B

Y

P L

O T S

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P L

O T D

A T

E

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R A

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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S C

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IP

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S O

N V

IL

L E F

L O

R

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A

J A

C K

S O

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IL

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IS

T R

R P

S O

F E

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IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

$STAMP$

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A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

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A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I I

E x c a v a ti o n P la n

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

PHASE I

EARTHEN COFFERDAM

PHASE I

EARTHEN COFFERDAM

F

C-

F

C-

GC

-0

GC

-0

TOP OF EXCAVATION

F L

W

BOTTOM OF

EXCAVATION

EL = -2.2

SECTION 35 41 00 EMBANKMENT CONSTRUCTION.

SECTIONS 01 57 20 ENVIRONMENTAL PROTECTION AND

CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION

THE REQUIRED DEWATERING PERMITTING IS THE

REQUIRED DEWATERING OF THE CONSTRUCTION SITE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

CONSTRUCTION ARE SHOWN IN DASHED.

EXISTING CONTOURS AFTER COFFERDAM

2. EXCAVATION CONTOURS ARE SHOWN IN BOLD

DATUM 1988 (NAVD88).

REFER TO NORTH AMERICAN VERTICAL

1. ELEVATIONS ARE IN FEET AND TENTHS AND

NOTES:

-2

-2

-2 -2

-1

-1

-1

-1

EARTHEN COFFERDAM

PHASE I

EARTHEN COFFERDAM

PHASE I

EXISTING R/W

EXISTING R/W

BY-PASS PUMPING PIPES

ASSUMED LOCATION OF

LANDSIDE

80'40'040'

N

LAKESIDE

EXI

STI

NG

CANAL

DEW

ATE

R

EXI

STI

NG

CANAL

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I I

E X

C A

V A

T

IO

N C

O N

T O

U R P

L A

N

C

IV

IL

C-06

A

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C

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D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

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S U

B M

IT

T E

D B

Y

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O T S

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O T D

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O of Engineers

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DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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IP

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N N o

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S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

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L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

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E S

IG

N E

D B

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$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

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A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I I

E x c a v a ti o n C o n to u r P la n

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

5 5

TOP OF EXCAVATION

F L

W

L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

NOTES:

3.

2.

1.

EL. 15.0

PHASE I BENCH

OFFICER'S REPRESENTATIVE APPROVAL.

GRADE LINES SHOWN WITHOUT CONTRACTING

NO EXCAVATION SHALL EXTEND BELOW EXCAVATION

INFORMATION.

SEE R-01 THROUGH R-04 FOR EXISTING STRUCTURE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

SECTION

SCALE: A

F

C-05

A

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C

D

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D R

A W

IN

G D

A T

E

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IL

E N

U M

B E

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S U

B M

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T E

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Y

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O T S

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E

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DEPENDS ON YOU

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DRAWING NO.

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S C

R

IP

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N N o

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O N

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J A

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S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I I

E x c a v a ti o n C ro s s S e c ti o n s

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

/2

/2

W E

P -1

-R -0

EXISTING GRADE

EXISTING GRADE

EMBANKMENT

EXISTING EARTHEN

EL. 25.0

COFFERDAM

EARTHEN

PHASE I

EL. -2.2

EXCAVATION GRADE

EL. -2.2

EXCAVATION GRADE

C

IV

IL

P H

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E I I

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-H

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R K I1 -C

.D

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"A" 60'30'030'

J R

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W A

C C

D R

SECTION

SCALE: A

G

C-05

-10

-10

-10

-20 -20

500400300200100

-10 100 300 400 5000 200

LAKESIDELANDSIDE

LANDSIDE

VARIES VARIES

VARIESVARIES

15'

LAKESIDE

197.3' (MIN.)

126.8' (MIN.)

H

C-

EL. = -2.2

EXCAVATION

BOTTOM OF

LANDSIDE

80'40'040'

N

LAKESIDE

A

B

C

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O of Engineers

US Army Corps

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DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I I

E x c a v a ti o n S e e p a g e P ro te c ti o n P la n

A -N

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K I-

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J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

SECTION

N.T.S.

H

C-08

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I I

E X

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V A

T

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C

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C-08

EL. -2.2

BOTTOM OF EXCAVATION

DETAIL 1

N.T.S.

C-08

EL.= -2.2

E=676763.1 N=1045797.9

EL.= TOP OF SLOPE

E=676724.5 N=1045882.3

EL.= TOP OF SLOPE

E=676866.7 N=1045568.7

EL.=15.0

E=676812.9 N=1045875.0

EL.=15.0

E=676855.5 N=1045837.0

EL.=15.0

E=676903.3 N=1045730.1

EL.=15.0

E=676900.5 N=1045667.5

COFFERDAM

EARTHEN

PHASE I

EL.=-2.2

E=676816.3 N=1045681.2

EL.= TOP OF SLOPE

E=676793.6 N=1045912.7

TOP OF EXCAVATION

EL.=TOP OF SLOPE

E=676956.1 N=1045614.0

LEGEND:

GEOTEXTILE & BEDDING STONE

B E

N C

H E

L

.0

EARTHEN COFFERDAM BY-PASS ROAD

STONE & RIPRAP

GEOTEXTILE, BEDDING

NOTES:

2.

1.

CONTRACTING OFFICER'S REPRESENTATIVE.

VOID SPACE AND AS DETERMIDED BY THE

OF RIPRAP MAY BE REQUIRED SO AS TO MINIMIZE

W/ADJACENT STONES. PLACEMENT ADJUSTMENTS

ALL INDIVIDUAL STONES SHALL BE IN CONTACT

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

GEOTEXTILE

6" BEDDING STONE BENCH

6" BEDDING STONE

EXCAVATION GRADE

GEOTEXTILE PHASE I

OVERLAP 12" OF

2'

GEOTEXTILE

6" BEDDING STONE

EMBANKMENT FILL

PHASE I

GEOTEXTILE

PHASE I

EARTHEN COFFERDAM

PHASE I

GEOTEXTILE

SEE DETAIL 1

INTO SOIL (TYP)

GEOTEXTILE KEYED

2'

PHASE I

RIPRAP

TYPE 1

PHASE I

RIPRAP

TYPE 1

PHASE I

AND GEOTEXTILE

6" LIMEROCK

SOIL-BENTONITE FILL

FILTER SOIL COLLAR

BOTTOM OF EXCAVATION

5'

ELEV. 25.0'

CLEANOUT RIM

BLANKET

DRAINAGE

(FILTER SOIL)

CHIMNEY DRAIN

FILL

SOIL-BENTONITE

CULVERT

RECONSTRUCTED

WP

FILTER SOIL

CLEANOUT RIM

ELEV. 25.0'

STRUCTURE

RECONSTRUCTED ENDWALL

NOTES:

LEGEND:

DRAINAGE BLANKET

WP

E: 676656.9

N: 1045680.6

LANDSIDE FACE OF END SILL.

WORK POINT AT CENTERLINE OF STRUCTURE AT

3.

2.

1.

CROSS-SECTIONS.

OF CONSTRUCTION. SEE DRAWING C-10 FOR DETAIL

FEATURES ON THIS DRAWING TO DEPICT LATERAL LIMITS

DETAILS OF S-265 STRUCTURE.

REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NC

-1

STRUCTURE

RECONSTRUCTED ENDWALL

N

020' 20' 40'

C-

C-

JC

-1

KC

-1

LC

-1

MC

-1

I

I

JC

-1

KC

-1

LC

-1

MC

-1

BENCH

TOP OF EXCAVATION

PHASE I

COFFERDAM

TOP OF EARTHEN

PHASE I

COFFERDAM

TOE OF EARTHEN

LANDSIDE

8" HDPE DRAIN PIPE

TOP OF EXCAVATION

-H

H D

R C

R K I2 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I

II

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T R

U C

T U

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A T

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O of Engineers

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Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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S C

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IP

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A S S

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W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I

II

S tr u c tu re I n s ta ll a ti o n P la n

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J .R .W

W .A .C

C .D .R

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

DRAIN PIPE

8" HDPE

LAKESIDE

NC

-1

T Y

P

HEADWALL

BOTTOM OF

EL. 25.0

SOIL FILTER

BOTTOM OF

EL. 4.15 EL. 3.90

EL. 0.15

WINGWALL

BOTTOM OF

EL. -0.85

50' 46'

L

C-09

I

C-09

C-09

K

C-09

SECTION

M

C-09

N

C-09

J

SCALE: B

4" MUD MAT

STRUCTURE

18" FILTER SOIL

EMBANKMENT FILL

(TYP)

INV EL. 4.65

C

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O S

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T A

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A T

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N

40'20'020'

20'10'010'

"A"

"B"

15'

H H

D R

C R

C -C

F .D

G N

M .J .B

J .L .C

M .J .B

13.17'10' 10'

WP SEE SHEET C-09 FOR WORK POINT LOCATION

18" FILTER SOIL

4" MUD MAT

SOIL BENTONITE FILL

LANDSIDE

LAKESIDE

C-10

M

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C O

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

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J A

C K

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N E

D B

Y

N /A

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I

II

S tr u c tu re I n s ta ll a ti o n C ro s s S e c ti o n

A -N

A N

H E

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T H

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E R

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A B

IL

IT

A T

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N P

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C T

S T

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C T

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L A

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M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

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N J

O E R

W A

L L

IS

P .E

/2

/2

W E

P -1

-R -0

GRAVEL

FILTER

24" NO. 89

STRUCTURE

EMBANKMENT FILL

MAT

4" MUD

MAT

4" MUD

SOIL

12" FILTER

12" FILTER SOIL

GRAVEL

24" NO. 89 FILTER

MAT

4" MUDMAT

4" MUD

SCALE: A

SECTION

SECTION

SECTION SECTION

SCALE: B

SCALE: B

SCALE: B SCALE: B

SECTION

NOTES:

ARE CONCEPTUAL.

BARRELS, SEE STRUCTURAL DRAWINGS. VERTICAL FILL SLOPES

4. FOR DETAILS ON ALL CONCRETE INCLUDING HEADWALLS AND

DIMENSIONS SHALL BE THAT REQUIRED FOR CONSTRUCTABILITY.

3. DIMENSIONS OF FILTER SOIL ARE MINIMUM VALUES. FINAL

DETAILS OF S-265 STRUCTURE.

2. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

EMBANKMENT FILL

EMBANKMENT FILL

FILL (TYP)

EMBANKMENT

(TYP)

EMBANKMENT FILL

EMBANKMENT FILL 4" MUD MAT

EXCAVATION

BOTTOM OF

EL. 4.15

EL. 25.0

EXCAVATION

BOTTOM OF

INVERT OF BARREL

EXCAVATION

BOTTOM OF

INV. EL. 4.65'

EXCAVATION

BOTTOM OF

EL. 4.65

STRUCTURE INVERT

EL. -2.2

EL. -2.2

EL. -2.2 EL. -2.2

WP

EL. 25.0

EL. 27.0'

INV EL. 5.82

HDPE DRAIN PIPE

8" PERFORATED

CHIMNEY DRAIN

12' 25'25'

PHASE II EXCAVATION

SCOUR CUTOFF WALL SCOUR CUTOFF WALL

16.5'16.5'

FILL

SOIL-BENTONITE

100'

15.0'

15.0'

BENCH

EXISTING GROUND

EARTHEN

COFFERDAM

ASPHALT

2.5' LIMEROCK 2.5' LIMEROCK

ASPHALT ASPHALT

-10

100 200 300

-10

-20 -20

400 5000

EL. 25.0

EL. 15.0

EL. -2.2

" 6'

TYP.

HEADWALL

BOTTOM OF

EL. 0.15

WINGWALL

BOTTOM OF

EL. -0.85

1 E

L E

V A

T

IO

N

EL. 30.5

6'

TYP.

9'

MESH, 12" DIAMETER

TYPE 304 SST WIRE

GRAVEL

24" No. 89 FILTER

GRAVEL

24" No. 89 FILTER

IN SS PLATE

8" DIA. OPENING " PLATE8

112" SST

Ø 10" BOLT CIRCLE

HARDWARE

SS CONC. ANCHOR &

"x3" POST INSTALLED4

SLAB 6" THICK

24" SQUARE CONC.

GRADE

FINISHED

HEADWALL STRUCTURE

RECONSTRUCTED

BEND

BEND

BEND

BEND

HDPE DRAIN PIPE

8" DIA SOLID

(PERFORATED)

HDPE DRAIN PIPE

(BEHIND SST PLATE)

DIA., 12" DIAMETER

" OPENING, 0.063" WIRE 4

TYPE 304 SST WIRE MESH,

CONSTRUCTION

TO FACILITATE

SLOPE AS NEEDED

FILL

SOIL BENTONITE

FILL

SOIL BENTONITE

C-11

8'

4'69.5'

EL. 25.0

EL. 27.0

EL. 25.0

EL. 27.0

EL. 30.5

EL. -2.2

EL. 30.5

EL. -2.2

A

B

C

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

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H O

W N p w \C

O E -S

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A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I

II

S tr u c tu re I n s ta ll a ti o n D e ta il s D ra

A -N

A N

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K I-

R E

C O

N S

T R

U C

T

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N J

O E R

W A

L L

IS

P .E

/2

/2

W E

P -1

-R -0

(TYP)

WINGWALL

(TYP)

EMBANKMENT FILL

HEADWALL

HDPE DRAIN PIPE (TYP.)

8" DIA PERFORATED

HDPE DRAIN PIPE (TYP.)

8" DIA PERFORATED

14" EMBANKMENT FILL

(TYP)

EMBANKMENT FILL

BLANKET (TYP)

DRAINAGE

BARREL

MAT

4" MUD

MAT

4" MUD

CLEANOUT

PIPE

8" HDPE DRAIN

WALL

CUTOFF

SCOUR

MAT

4" MUD

FILTER SOIL

FILTER SOIL

(FILTER SOIL)

FILTER COLLAR

(FILTER SOIL)

CHIMNEY DRAIN

FILL

SOIL BENTONITE

BOTTOM EL. -2.2

WINGWALL

RECONSTRUCTED

HEADWALL STRUCTURE

RECONSTRUCTED

EMBANKMENT CREST

EMBANKMENT CREST

(FILTER SOIL)

18" FILTER COLLAR

(FILTER SOIL)

18" FILTER COLLAR

MAT

4" MUD

CLEANOUT

PIPE

8" HDPE DRAIN

WINGWALL

NEW RECONSTRUCTED

C-11

C

IV

IL

S T

R U

C T

U R

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T A

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A T

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A

IL

S D

R A

IN

A G

SECTION

C-11

P

C-11

"A"

10'5'05'

"B"

20'10'010'

N.T.S.

N.T.S.

SCALE "B"

O

C-11

P

C-11

WIRE CAP DETAIL

STAINLESS STEEL

CLEANOUT DETAIL

DRAINAGE BLANKET

SECTIONS 416 & 937. (TYPICAL)

2013 FDOT STANDARD SPECIFICATIONS

BONDING SYSTEM IN ACCORDANCE WITH

RECOMMENDATION) WITH AN ADHESIVE

PER BONDING MATERIAL MANUFACTURER'S

WASHERS SET IN DRILLED HOLES (DIA.

FULL LENGTH WITH HEX NUTS AND

" DIA. x 4" ANCHOR BOLTS THREADED4

INV. EL. 5.82

9'

NOTE:

EL. VARIES

(TYP)

WINGWALL

J A

N

A

A

P H

A S

E I

II

SECTION

EL. 4.15

EL. 0.15

INV. EL. 5.82

J .R .W

W .A .C

C .D .R

-H

H D

R C

R K I2 -C

.D

G N

EL. -2.2

PLAN AT SPRINGLINE OF 8" HDPE DRAIN PIPE

CHIMNEY DRAIN AND DRAINAGE BLANKET

DIMENSIONS ASSOCIATED WITH THE CULVERT.

REFER TO STRUCTURAL SHEETS FOR ALL OTHER

2. DETAILS ARE FOR DRAINAGE FEATURES ONLY.

TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER

9'

EL. 4.15

EL. 0.15

INV. EL. 5.82

EL. 25.0

EL. -2.2

Q

C-11

SECTION

Q

C-11

AND THREADED CAP

NICKLE BRONZE BODY

CLEAN OUT WITH

SOIL

12" FILTER

SOIL

12" FILTER

CLEAR COVER IN ALL DIRECTIONS.

REBAR SHALL HAVE 1 1/2" MIN.

REBAR IN EACH DIRECTION.

PROVIDE TWO #4 60 KSI

SCALE "B"

SCALE "B"

LANDSIDE

SCALE "A"C-11

1 DETAIL

LANDSIDE

LANDSIDE

LANDSIDE

LANDSIDE

SCALE "B"

8"

EXIST. R/W

EXIST. R/W

LANDSIDE

A C

C E S S R

A M

P

A C C E S S R

A M P

A C C E S S R

A M P

A C

C E S S R

A M P

LAKESIDE

1:31:3

:3

1:

:3

1:

1:

:4

NOTES:

:8

:8

:4

1:4

2.5

2.5

4.

3.

2.

1.

T Y P

T Y P

C-

C-

PLATF

ORM

STRUCTURE

PLATF

ORM

STRUCTURE

R

S

SEE ELECTRICAL DRAWINGS FOR INSTALLATION DETAILS.

OFFICER'S REPRESENTATIVE.

AND EMBANKMENT ARE IN PLACE AND APPROVED BY THE CONTRACTING

SYSTEMS SHALL BE DEGRADED OR REMOVED UNTIL THE STRUCTURES

NO PORTION OF THE EXISTING LANDSIDE AND LAKESIDE COFFERDAM

TREATMENTS WITH THE EXCEPTION OF THE 4' IMPORT RIPRAP.

ELEVATIONS SHOWN DEPICT FINISHED GRADE INCLUSIVE OF ALL SURFACE

VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NORTH AMERICAN

RIPRAP APRON

HEADWALL STRUCTURE

RIPRAP APRON

HEADWALL STRUCTURE

A

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C

D

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

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IP

T

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A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I

V E m b a n k m e n t

R e c o n s tr u c ti o n P la n

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

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N P

R O J E

C T

S T

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C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

EL =

5.

2BOTT

OM

OF C

ANAL

EL =

5.

2BOTT

OM

OF C

ANAL

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I

V E

M B

A N

K M

E N

T R

E C

O N

S T

R U

C T

IO

N P

L A

N

C

IV

IL

C-12

SEE DRAWING S-64

WELL PLATFORM

WP OF STILLING

LEVEE TOE

RECONSTUCTED

LEVEE TOE

RECONSTUCTED

LEVEE TOE

RECONSTRUCTED

STRUCTURE

PHASE III HEADWALL

STRUCTURE

PHASE III HEADWALL

TOP OF CANAL

RECONSTRUCTED

TOP OF CANAL

RECONSTRUCTED

STRUCTURE

PHASE III ENDWALL

STRUCTURE

PHASE III ENDWALL

TOP OF CANAL

RECONSTRUCTED

TOP OF CANAL

RECONSTRUCTED

TOP OF CANAL

RECONSTRUCTED

SEE DRAWING S-64

WELL PLATFORM

WP OF STILLING

EL.=20.0

E=676566.4 N=1045699.5

LEVEE TOE

RECONSTRUCTED

SURFACE

SLOPE TO EXIST.

EL.=21.5

E=676844.1 N=1045826.7

120' R

CONTROL BUILDING

120' R

EL.=30.5

E=676739.2 N=1045685.7

EL.=30.5

E=676815.7 N=1045618.6

EL.=TIE INTO EXIST.

E=676984.5 N=1045569.8

EL.=30.5

E=676520.1 N=1045848.7

EL.=TIE INTO EXIST.

E=676408.6 N=1045878.5

EL.=30.5

E=676631.7 N=1045818.8

EL.=30.5

E=676710.6 N=1045751.1

4+00

3+00

N

60'30'030'

SURFACE

SLOPE TO EXIST.

SURFACE

SLOPE TO EXIST.

SURFACE

SLOPE TO EXIST.

LAKESIDE

-H

H D

R C

R K I2 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I

V W

O R

K B

E N

C H R

E C

O N

S T

R U

C T

IO

N P

L A

N

C

IV

IL

C-13

010' 10' 20'

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

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IP

T

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H E A

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N E

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N /A

$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \P h a s e I

V C h a n n e l R e c o n s tu c ti o n P la n

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

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N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

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N J

O E R

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L L

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P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

8'x8' CONTROL BUILDING

EL.=25.0

E=676771.9 N=1045764.2

EL.=25.0

E=676755.4 N=1045757.0

EL.=25.0

E=676778.7 N=1045748.6

EL.=25.0

E=676790.7 N=1045753.9

EL.=25.1

E=676792.4 N=1045749.8

EL.=25.0

E=676764.0 N=1045737.4

EL.=25.1

E=676747.0 N=1045730.0

EL.=25.0

E=676812.2 N=1045704.8

EL.=25.1

E=676767.4 N=1045685.3

EL.=25.2

E=676772.8 N=1045733.7

EL.=25.1

E=676770.0 N=1045740.0

EL.=25.1

E=676687.4 N=1045741.6

EL.=25.0

E=676642.1 N=1045721.7

EL.=25.1

E=676661.6 N=1045677.1

EL.=25.0

E=676663.4 N=1045673.0

EL.=25.0

E=676690.9 N=1045685.1

EL.=25.0

E=676689.2 N=1045688.9

EL.=25.1

E=676707.0 N=1045696.9

EL.=25.1

E=676684.1 N=1045686.9

CONTROL BUILDING AND STRUCTURAL INFORMATION.

CAMERA POLES, ANTENNA POLE, UTILITY POLE,

2. FOR STRUCTURAL DRAWINGS LOCATIONS OF

C-19 THRU C-21.

1. FOR FENCE AND GATE DETAILS SEE DRAWINGS

NOTES:

EL.=25.2

E=676762.0 N=1045754.5

EL.=25.2

E=676765.2 N=1045747.1

EL.=25.2

E=676772.5 N=1045750.3

EL.=25.2

E=676769.3 N=1045757.7

EL.=25.35

E=676798.0 N=1045737.2

EL.=25.35

E=676775.5 N=1045727.4

EL.=25.35

E=676757.2 N=1045707.6

EL.=25.35

E=676697.2 N=1045719.3

EL.=25.35

E=676678.6 N=1045699.5

EL.=25.35

E=676656.1 N=1045689.7

4' GATE

FENCE (FE5-TR-89)

EL.=25.2

E=676681.5 N=1045693.3

EL.=30.5

E=676727.0 N=1045713.5

LAKESIDE

NOTES:

2.

1.

REPRESENTATIVE.

AND APPROVED BY THE CONTRACTING OFFICER'S

UNTIL THE STRUCTURES AND EMBANKMENT ARE IN PLACE

COFFERDAM SYSTEMS SHALL BE DEGRADED OR REMOVED

NO PORTION OF THE EXISTING LANDSIDE AND LAKESIDE

NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

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P L

O T S

C A

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P L

O T D

A T

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C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

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H E A

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N /A

$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A…