Plan_Set_KI-1.pdf

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Jacksonville District of Engineers

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DUCTI

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-266 (KI-1) RECONSTRUCTION

OKEECHOBEE COUNTY, FLORIDA

14527-HHDCRKI1-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 NODWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-266 (KI-1) RECONSTRUCTION

G-01 INDEX TO DRAWINGS

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03 SITE ACCESS, CONTROL MARKERS, 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 RECONSTUCTION CROSS SECTIONS

PHASE IV - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION SURFACING PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS

STRUCTURAL

S-01

S-02

S-03

S-04

S-05

S-06

S-07

S-08

S-09

S-10

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

GENERAL NOTES

HEADWALL ELEVATIONS

S-19

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-33

S-34

S-35

S-36

S-37

S-38

S-39

S-40

S-41

S-42

S-43

S-44

S-45

S-46

S-48

S-47

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

SIGN DETAILS

S-62

LAKESIDE WINGWALL

LANDSIDE WINGWALL

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

BULKHEAD SILL AND ARMOUR DETAILS

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

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

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-32

LANDSIDE HEADWALL - RAILING PLAN AND ELEVATION

LAKESIDE HEADWALL - FOUNDATION SECTIONS AND DETAILS

LAKESIDE HEADWALL - PLAN EL 5.15 AND EL 17.5

LANDSIDE HEADWALL - FOUNDATION PLAN AND SECTIONS

LANDSIDE HEADWALL - FOUNDATION SECTIONS AND DETAILS

LANDSIDE HEADWALL - PLAN EL 5.15 AND EL 20.4

LANDSIDE HEADWALL - PLAN EL 25.0

LANDSIDE HEADWALL - SECTIONS

LANDSIDE HEADWALL - SECTIONS

LANDSIDE HEADWALL - SECTIONS

OUTLET CONDUIT - CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

OUTLET CONDUIT - CULVERT REINFORCEMENT

LANDSIDE HEADWALL - SCOUR CUTOFF WALLS

LAKESIDE WINGWALL - REINFORCEMENT

LANDSIDE WINGWALL - REINFORCEMENT

TYPICAL DETAILS - MANATEE SCREEN DETAILS AND PARTS

84" x 84" COMBINATION GATE - GATE ASSEMBLY ELEVATION AND SECTIONS

DUAL LEAF GATE - GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

84" x 84" COMBINATION GATE - FRAME ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - SLIDE GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - SLIDE GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - FLAP GATE ASSEMBLY

84" x 84" COMBINATION GATE - FLAP GATE PIVOT ARM ASSEMBLY

TYPICAL CONTROL BUILDING - PLAN AND SECTIONS

S-63

STRUCTURAL CONT. MECHANICAL

M-01

M-02

M-03

STILLING WELL PLANS AND ELEVATIONS

STILLING WELL SECTIONS AND DETAILS

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-15

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

STRUCTURAL ELECTRICAL PLAN, SHEET 1

STRUCTURAL ELECTRICAL PLAN, SHEET 2

ELECTRICAL DETAILS, SHEET 1

ELECTRICAL DETAILS, SHEET 2

ELECTRICAL DETAILS, SHEET 3

LANDSIDE CONTROL SCHEMATIC, SHEET 1

LANDSIDE CONTROL SCHEMATIC, SHEET 2

LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SUTRON SYSTEM COMPONENTS

SUTRON PANEL WIRING DIAGRAM, SHEET 1

SUTRON PANEL WIRING DIAGRAM, SHEET 2

SOLAR PANEL INSTALLATION DETAIL

INCLINOMETER DETAILS

RTU RADIO BRACKET

SOLAR PANEL WIRING DIAGRAM, SHEET 3

INCLINOMETER INSTALLATION DETAIL

ANTENNA POLE DETAILS

SURVEY PLAN

PHASE IV - CHANNEL RECONSTRUCTION PLAN

C-18

C-19

C-20

C-21

PHASE IV - WORKBENCH RECONSTRUCTION PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 1 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 2 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 3 - FENCE

H H

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J .R .W

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G-01

OUTLET CONDUIT - CONCRETE ENCASEMENT

GENERAL PLAN

GENERAL PROFILE

LAKESIDE HEADWALL - SCOUR CUTOFF WALLS

LAKESIDE HEADWALL FIXTURES

LAKESIDE HEADWALL - RAILING PLAN AND ELEVATION

LAKESIDE HEADWALL - FOUNDATION PLAN AND SECTIONS

LAKESIDE HEADWALL - PLAN EL 25.0

LAKESIDE HEADWALL - SECTIONS

LAKESIDE HEADWALL - SECTIONS

LAKESIDE HEADWALL - SECTIONS

TYPICAL DETAILS - MANATEE SCREEN PLAN AND SECTIONS

S-64

S-65

S-66

LAKESIDE STILLING WELL INSTRUMENTATION PLATFORM - PLAN AND ELEVATION

LANDSIDE STILLING WELL INSTRUMENTATION PLATFORM - PLAN AND ELEVATION

STILLING WELL PLATFORM - SECTIONS AND DETAILS

LANDSIDE CULVERT GATE ELECTRICAL PLAN

ABBREVIATIONS AND GENERAL NOTES

LANDSIDE OPERATING PLATFORM DETAILS

LEGEND AND SYMBOLS

C-22 PHASE IV - CULVERT ABANDONMENT PLAN

UTILITY SITE PLAN

BORING LOCATIONS, WORK LIMIT, AND STAGING AREA PLAN

STILLING WELL SECTIONS AND SCHEMATIC

PHASE II - EXCAVATION SECTIONS

LAKESIDE OPERATING PLATFORM DETAILS

LAKESIDE CONTROL SCHEMATIC

CONDUIT AND CIRCUIT SCHEDULES

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

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

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

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

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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W. BASE

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Cem.

B

Eagle Bay

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Lemkin

TAYLOR CREEK

DELIMITED AREA

COUNTY

OKEECHOBEE

AIRPORT

CYPRESS

DELIMITED AREA

QUARTERS

T a y l o r

C r e e k

S-133

B

Br.

OKEECHOBEE

Wolff Rd.

Durrance Rd.

OKEECHO EE

E. ASEE. ASE

B

B

Old Dixie Hwy.

S-65E

B

TRANSPORTATION

L-62

L D

L- D4

L-63(N)

OKEECHOBEE

Pop.

Harding

4,225

J

RESERVATION

INDIAN

SEMINOLE

BRIGHTON

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Jacksonville District

DEPENDS ON YOU

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IK

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E H

A B

IL

IT

A T

IO

N

-H

H D

R C

R K I1 -X

X X

X X .d g n

C .D .R

J .R .W

T

IT

L E

T

IT

L E

W E

P -1

-R -0

VICINITY MAP

KI-1

29 MILES

TO LAKE PLACID

20 MILES

TO OKEECHOBEE

11 MILES

TO OKEECHOBEE

31 MILES

TO MOORE HAVEN

AE6451

AF6695

FL SPCE NAD83(11) NAVD88

PID DESIGNATION NORTHING EASTING ELEVATION

CONTROL POINTS:

AF6695 W 357 1,057,658.84 668,843.24 30.42

AE6451 KR 1014 1,051,530.12 668,475.29 25.17

NTS

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

OF WORK

LOCATION

N

LOCATION MAP

-H

H D

R C

R K I1 -G

.d g n

C .D .R

W .A .C

J .R .W

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 M

A R

K E

R S

G E

N E

R A

L

G-03

C -3

(K

IS

S

IM

M E E R

IV

E R

FLORIDA

(SEE NOTE 2)

GATE

NOTES:

OKEECHOBEE

LAKE

L-48

SITE 1 ACCESS DETAIL

ACCESS DETAIL

SEE SITE 1

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

N

0 120'60'60'

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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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N T O

F T

H E A

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Y D

E S

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N E

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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 I1 P la n s \0

G e n e ra l\ B o ri n g L o c a ti o n s

W o rk L im it s a n d S ta g in g a re a

A -N

A N

S -2

K I-

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C O

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/2

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C T

U R

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H E

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E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

-H

H D

R C

R K I1 -G

.d g n

C .D .R

W .A .C

J .R .W

A N

D S

T A

G

IN

G A

R E

A P

L A

N B

O R

IN

G L

O C

A T

IO

N S

W O

R K L

IM

IT

G

N E

R A

L

G-04

LANDSIDE

TEST PIT

1037421

1037502

1037573

1037674

1037795

686064

686191

686326

686479

686705

KI1-5

KI1-4

KI1-3

KI1-2

KI1-1

NOTE:

WITH RIGHT OF WAY.

GOVERNMENT RIGHT OF WAY OR STATE LANDS

1. CONSTRUCTION LIMITS ARE WITHIN FEDERAL

NORTHING EASTINGNAME

(REFER TO S-266 GDR)

SOIL BORING

CONSTRUCTION LIMITS

E=686333.0

N=1037492.4

LEGEND:

(MUCK)

SEDIMENT PROBE

SEDIMENT PROBE LOCATIONS

LAKESIDE

E=686346.9 N=1038612.1

HHD16-S266-TP-3

HHD16-S266-TP-2

HHD16-S266-TP-1

HHD16-S266-CB-5

HHD16-S266-CB-4

HHD16-S266-CB-3

HHD16-S266-CB-2

HHD16-S266-CB-1

1038445

1038038

1037606

1038407

1038201

1038151

1038195

1037027

687144

686460

686293

686795

686754

686660

686702

686377

FENCE

EXISTING

KI1-1

KI1-2

KI1-3

KI1-4

KI1-5

(L-48)

EMBANKMENT

TOP OF HHD

AREA 5.3 ACRES

STAGING/STORAGE

AREA 2.1 ACRES

STAGING/STORAGE

BORING LOCATIONS

NAME NORTHING EASTING

HHD16-S266-TP-3

HHD16-S266-CB-4

HHD16-S266-CB-2

HHD16-S266-CB-3

HHD16-S266-TP-2

HHD16-S266-CB-1

HHD16-S266-TP-1

E=685850.3

N=1038635.8

E=685881.5

N=1038615.1 CONSTRUCTION LIMITS

E=687351.5

N=1038635.8

E=687587.6

N=1038263.7

E=687540.2

N=1038173.5

E=687259.7

N=1038012.5STRUCTURE

EXISTING KI-1

E=686889.9

N=1037821.6

R/W

R/W

EL.=0.0

E=686524.3

N=1038335.5

LIMITS

STAGING AREA

E=686346.9

N=1038058.9 E=686072.5

N=1038056.9

E=686114.8

N=1037877.3

CONSTRUCTION LIMITS

E=686754.0

N=1037495.8

E=686757.9

N=1037480.0

E=686997.2

N=1037637.7

LIMITS

STAGING AREA

CONSTRUCTION LIMITS

E=687109.1

N=1037688.5

HHD16-S266-CB-5

E=686114.8

N=1037480.0

2 3

28 2

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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

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J A

C K

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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 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 I1 P la n s \0

S u rv e y M a p p in g \S u rv e y P la n

A -N

A N

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

S T

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U R

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L A

C E

M E

N T

H E

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-H

H D

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X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

R/W

R/W

HHD L-48

CREST OF

PLATFORM

EXISTING WOOD

BOX

EXISTING CONTROL

FENCE

EXISTING BARBED WIRE

FENCE

EXISTING BARBED WIRE

BARRIER

EXISTING FLOATING

STRUCTURE

EXISTING S-266

EXISTING RIPRAP

BOLLARDS

EXISTING

FENCE

EXISTING BARBED WIRE

EXISTING ROAD

GUARDRAIL

EXISTING

RIPRAP

EXISTING

STRUCTURE

EXISTING S-266

BARRIER

EXISTING FLOATING

PLATFORM

EXISTING WOOD

J U

N E

EXI

STI

NG

CANAL

40'20'20'

EXI

STI

NG

CANAL

-H

H D

R C

R K I1 -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

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:

LAKESIDE

LANDSIDE

A

B

C

D

1234567

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C

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8 7 6 5 4 3 2

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D B

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D R

A W

IN

G D

A T

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F

IL

E N

U M

B E

R

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

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

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S O

F E

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IN

E E

R S

A B

C D

D E

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M E

N T O

F T

H E A

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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 I1 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

S -2

K I-

R E

C O

N S

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IS

P .E

/2

/2

J A

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U R

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L A

C E

M E

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H E

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T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

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N

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

4+

5+

6+

7+00

8+00

0+

9+00

9+

COFFERDAM

TOE OF EARTHEN

COFFERDAM

TOP OF EARTHEN

60' R

5' R

50' R

50' R

5' R

60' R

EXISTING KI-1

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

FENCE

EXISTING

TO BE REMOVED

EXISTING FENCE

TO BE REMOVED

EXISTING FENCE

80'40'040'

N

LANDSIDE

A

C-03

B

C -0 o n

1 on 12

1:

1:

:4

:4

1:4

1:4

-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

LAKESIDE

E=686568.7 N=1038454.6

E=686886.7 N=1038001.4

LC EARTHEN COFFERDAM

EL. TIE INTO EXIST.

E=686926.6 N=1037948.0

C EARTHEN COFFERDAM

EL. TIE INTO EXIST.

L

E=686535.6 N=1038511.7

15'

15'

FL

OW

E=686856.4 N=1038500.6

E=686860.8 N=1038498.8

E=687052.4 N=1038265.7

E=687052.8 N=1038260.0

A

C -0

E X

IS

T

IN

G A

C C

E S S R

O A

D

A C

C E S S R

O A

D

E X

IS

T

IN

EXI

STI

NG

CANAL

EXI

STI

NG

CANAL

C EARTHEN COFFERDAM

EL. 30.15

L

E=686550.2 N=1038491.1

C EARTHEN COFFERDAM

EL. 30.15

L

E=686605.7 N=1038466.2

C EARTHEN COFFERDAM

EL. 30.15

L

E=686680.4 N=1038474.4

C EARTHEN COFFERDAM

EL. 25.15

L

E=686740.0 N=1038480.7

LC EARTHEN COFFERDAM

EL. 25.15

E=686829.0 N=1038490.1

LC EARTHEN COFFERDAM

EL. 25.15

E=686872.9 N=1038472.2

C EARTHEN COFFERDAM

EL. 25.15

E=687017.1 N=1038277.9 L

C EARTHEN COFFERDAM

EL. 25.15

L

E=687028.2 N=1038232.3

C EARTHEN COFFERDAM

EL. 25.15

L

E=686979.9 N=1038148.3

C EARTHEN COFFERDAM

EL. 30.15

L

E=686950.0 N=1038096.3

LC EARTHEN COFFERDAM

EL. 30.15

E=686911.7 N=1038029.7

LC EARTHEN COFFERDAM

EL. 30.15

E=686913.4 N=1037969.5

CONTRACT.

MAINTENANCE COST OF CROSSING FOR DURATION OF THE

SHALL BE RESPONSIBLE FOR ALL MATERIALS, INSTALLATION AND

AREA CULVERT(S) WITH A MINIMUM 2-FOOT COVER. CONTRACTOR

3-6' DIAMETER CULVERTS OR EQUIVALENT CROSS SECTIONAL

IS DESIRED, CONTRACTOR SHALL PROVIDE A MINIMUM OF

6. IF TEMPORARY BYPASS ACCESS ACROSS EXISTING CANAL

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

MAINTAINED THROUGHOUT THE SERVICE LIFE OF THE LAKE

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

5. THE CONTRACTOR SHALL ANTICIPATE UP TO 2 FEET OF

SPECIFICATIONS SECTIONS 015720 AND 015725.

MONITORING PLAN INCLUDING BARRIERS PER THE

4. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

(SEE DWG. C-19).

CONSTRUCTION FOR RE-INSTALLATION IN PHASE IV

3. REMOVE AND STORE EXISTING FENCE IMPACTED BY S-266

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'

LANDSIDE

LAKESIDE

-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 C

O N

T O

U R P

L A

N

C

IV

IL

C-02

A

B

C

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D B

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D R

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G D

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IL

E N

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B E

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S U

B M

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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

N V

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L E F

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IN

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A B

C D

D E

P A

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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 I1 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

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

J A

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S T

R U

C T

U R

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L A

C E

M E

N T

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

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

9+00

23 2 o n

COFFERDAM

EARTHEN

CREST GRADE / CROSS SLOPES.

3. SEE DETAIL C ON DRAWING C-04 FOR TYPICAL COFFERDAM

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:

4+

5+

6+

7+00

1 on 12

8+00

0+

9+

-H

H D

R C

R H

P -C

F .D

G N

J A

N

-H

H D

R C

R H

P -C

F .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:

J .R .W

W .A .C

C .D .R

STA. 0+88.96 THRU 1+64.12

STA. 8+17.52 THRU 8+92.90

STA. 2+24.09 THRU 7+57.53

COFFERDAM RIPRAP REQUIREMENTS.

SEE DETAIL C, DRAWING C-04 FOR CREST SLOPE AND

DETAIL A AND DETAIL B.

ELEVATIONS VARY IN TRANSITION ZONES BETWEEN

(GEOTECHNICAL DATA REPORT).

LAKESIDE COFFERDAM. SEE SECTION 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 (KISSIMMEE RIVER).

HISTORICAL RANGE OF WATER LEVELS IN LAKE

REFER TO SPECIFICATIONS FOR OPERATIONAL AND

PER SPECIFICATION SECTIONS 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'

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

EL. 30.0 EARTHEN COFFERDAM

EXISTING GRADE

15'

EXISTING GRADE

EL. 25.0

15'

EARTHEN COFFERDAM

C EARTHEN COFFERDAML

C EARTHEN COFFERDAML

100 2000

1000 200 300 400 500

EL. = 25.15

EL. = 30.15

A

B

C

D

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D W

N B

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C K

D B

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D R

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.

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

L O

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A

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L E D

IS

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S O

F E

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A B

C D

D E

P A

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N T O

F T

H E A

R M

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IG

N E

D B

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N /A

N /A

A S S

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W N p w \C

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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 I1 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

S -2

K I-

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C O

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T

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P .E

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GRAPHIC SCALES

W E

P -1

-R -0

A

C-01

COFFERDAM CROSS SECTION

B

C-01

COFFERDAM CROSS SECTION

EARTHEN COFFERDAM SECTIONC

C-04

15'

LEGEND

GEOTEXTILE AND 6" LIMEROCK

TRM AND SOD

TYPE I IMPORT RIPRAP

EXISTING KI-1

EXISTING R/W

EXISTING R/W

EXISTING R/W

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

EXISTING R/W

"X" 80'40'040'

EXI

STI

NG

CANAL

EXI

STI

NG

CANAL

FL

OW

N

LANDSIDE

C

C -0

6" LIMEROCK

GEOTEXTILE AND

A C

C E S S R

O A

D

E X

IS

T

IN

G

A C

C E S S R

O A

D

E X

IS

T

IN

G

RIPRAP

TYPE I

LAKESIDE

DETAIL

N.T.S.

C-04

TRM AND SOD

FOR PHASE II WRAP

12' EXPOSED TRM

GEOTEXTILE

6" BEDDING STONE

N.T.S.

C-04

24" TRM KEY-IN

KEY-IN

GEOTEXTILE

2% MIN.

FLOW

A

B

C

D

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B M

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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

N V

IL

L E F

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ID

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N V

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A B

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N /A

$STAMP$

N /A

A S S

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W N p w \C

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A J P

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A J P

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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 I1 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

S -2

K I-

R E

C O

N S

T R

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W A

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IS

P .E

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R B

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E R

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A B

IL

IT

A T

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N

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

J U

N E

-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

6+

7+00

5+

4+

8+00

9+00

0+

9+

NOTES:

3.

2.

1.

SEE SHEET C-08 FOR LOCATION AND PLACEMENT OF TRM.

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

EL. 25.0

EL. 27.0

GEOTEXTILE

2'

EMBANKMENT FILL

18" IMPORTED RIPRAP TYPE 1

6" BEDDING STONE

A

B

C

D

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B

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8 7 6 5 4 3 2

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B M

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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

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

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N T O

F T

H E A

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N E

D B

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N /A

$STAMP$

N /A

A S S

H O

W N p w \C

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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 I1 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

S -2

K I-

R E

C O

N S

T R

U C

T

IO

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O E R

W A

L L

IS

P .E

/2

/2

J A

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S T

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U R

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E P

L A

C E

M E

N T

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

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

PHASE I

TOE OF EARTHEN COFFERDAM

PHASE I

CREST OF EARTHEN COFFERDAM

EL = 15.0

BENCH

70' R

EL = -2.2

EXCAVATION

BOTTOM OF

8' R

TOP OF EXCAVATION

TOP OF BANK

BARRIERFENCE

BARRIER

TOP OF BANK

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING KI-1

EXISTING R/W

EXISTING R/W

EXISTING R/W

COFFERDAM PHASE II

CREST OF EARTHEN

PHASE II

TOE OF EARTHEN COFFERDAM

80'40'040'

-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

N

1:

1:

1:4

:4

LANDSIDE

DC

-0

E

C -0

DC

-0

E

C -0

1:

LAKESIDE

E=686757.0 N=1038412.0

E=686851.6 N=1038399.7

E=686797.9 N=1038356.5

E=686594.3 N=1038209.4

E=686697.1 N=1038084.3

70' R

A C

C E S S R

O A

D

E X

IS

T

IN

G

A C

C E S S R

O A

D

E X

IS

T

IN

G

E=686900.0 N=1038232.0

E=686952.9 N=1038276.5

E=686968.7 N=1038232.2

E=686982.4 N=1038256.0

E=686981.7 N=1038265.1

E=686835.6 N=1038442.5

E=686796.0 N=1038438.9

E=686792.2 N=1038437.4

:4

CONTRACTOR'S RESPONSIBILITY.

THE REQUIRED DEWATERING PERMITTING IS THE

REQUIRED DEWATERING OF THE CONSTRUCTION SITE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NOTES:

EL. 25.1

E=686780.2 N=1037994.1

EL. 25.1

E=686735.6 N=1037979.9

EL. 25.1

E=686606.2 N=1038018.5

1:

1:

EL. 25.1

E=686506.9 N=1038140.4

EL. 25.1

E=686493.8 N=1038272.2

EL. 25.1

E=686511.4 N=1038305.4

5'

EL = -2.2

EXCAVATION

BOTTOM OF

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

-2

-1

-1

-1

-1

-1

KI-1

EXISTING

"X" 80'40'040'

N

LANDSIDE

LAKESIDE

-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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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

N V

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L E F

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A

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H E A

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N E

D B

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N /A

$STAMP$

N /A

A S S

H O

W N p w \C

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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

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K I1 a n d S -2

K I2 S -2

K I1 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

S -2

K I-

R E

C O

N S

T R

U C

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O E R

W A

L L

IS

P .E

/2

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L A

C E

M E

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H E

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A B

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-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

6 6

B E

N C

H E

L .0

23 2

COFFERDAM

PHASE I EARTHEN

TOP OF EXCAVATION

NOTES:

15'

BENCH EL. 15.0

3.

2.

1.

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

5'

SECTION

SCALE: A

D

C-05

EXISTING GRADE

EXISTING GRADE

EL. 25.0

COFFERDAM

EARTHEN

PHASE I

EL. -2.2

EXCAVATION GRADE

EL. -2.2

EXCAVATION GRADE

C

IV

IL

C-07

-H

H D

R C

R K I1 -C

.D

G N

60'30'030'

J R

W

W A

C C

D R

SECTION

SCALE: A

E

C-05

P H

A S

E I I

E X

C A

V A

T

IO

N S

E C

T

IO

N S

-10

-10

-10

-20 -20 500400300200100

-10 100 200 300 400 500 600

E L

E V

A T

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N E

L E

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A W

IN

G D

A T

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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.

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

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

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F E

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IN

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A B

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D E

P A

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H E A

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N E

D B

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N /A

N /A

A S S

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W N p w \C

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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 I1 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

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

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IS

P .E

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/2

J A

N

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U R

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L A

C E

M E

N T

H E

R B

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T H

O O

V E

R D

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E R

E H

A B

IL

IT

A T

IO

N

GRAPHIC SCALES

W E

P -1

-R -0

LANDSIDE

LAKESIDE

VARIES VARIES

VARIESVARIES VARIES

160.5' (MIN.)

251.4' (MIN.)

DETAIL 1

N.T.S.

C-08

F

C -0

80'40'040'

N

LANDSIDE

LAKESIDE

EL.= -2.2

E=686773.5

N=1038339.2

A C

C E S S R

O A

D

E X

IS

T

IN

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2%

A

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C

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D R

A W

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G D

A T

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F

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U M

B E

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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.

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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IL

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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 I1 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

A N

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

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IS

P .E

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U R

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E P

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M E

N T

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

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

SECTION

N.T.S.

F

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

C A

V A

T

IO

N S

E E

P A

G E P

R O

T E

C T

IO

N P

L A

N

C

IV

IL

C-08

GEOTEXTILE

B E

N C

H E

L .0

A C

C E S S R

O A

D

E X

IS

T

IN

G

BYPASS RAMPEARTHEN COFFERDAM EL.= 18.0

EL.= 18.0

EL.= -2.2

E=686877.3

N=1038215.2

COFFERDAM

EARTHEN

PHASE I

TOE

COFFERDAM

EARTHEN

PHASE I

RIPRAP

PHASE I

EL.= TOP OF EXCAVATION

E=686934.4

N=1038145.3

TOP OF EXCAVATION

EL. -2.2

EXCAVATION

BOTTOM OF

COFFERDAM

PHASE II EARTHEN

EL.= TOP OF EXCAVATION

E=686705.6

N=1038420.4

LEGEND:

GEOTEXTILE & BEDDING STONE

NOTES:

TRM AND SOD

2.

1.

T R

M A

N D S

O D P

H A S E I

TRM AND SOD PHASE I

T R

M A

N D S

O D P

H A S E I

OFFICER.

MINIMIZE VOID SPACE AND AS DETERMIDED BY THE CONTRACTING

PLACEMENT ADJUSTMENTS OF RIPRAP MAY BE REQUIRED SO AS TO

ALL INDIVIDUAL STONES SHALL BE IN CONTACT W/ADJACENT STONES.

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

GEOTEXTILE

EXCAVATION GRADE

6" BEDDING STONE

TRM AND SOD

15' BENCH

STONE

6" BEDDING

2'

EMBANKMENT FILL

RIPRAP PHASE I

2'

EL. -2.2

PHASE I

COFFERDAM

EARTHEN

SEE DETAIL 1

INTO SOIL 24" (TYP)

GEOTEXTILE KEYED

PHASE I

GEOTEXTILE

EL. 27.0

EL. 25.0

2' OVERLAP TRM

PHASE I

TRM AND SOD

INTO SOIL 24"

GEOTEXTILE KEYED

KEYED INTO SOIL 24"

TRM AND GEOTEXTILE

A

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O of Engineers

US Army Corps

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DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

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M Z

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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 I1 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

S -2

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-H

H D

R C

R K I1 -X

X X

X X .d g n

C .D .R

W .A .C

J .R .W

T

IT

L E

T

IT

L E

GRAPHIC SCALES

W E

P -1

-R -0

N

NOTES:

LEGEND:

DRAINAGE BLANKET

FILTER SOIL

WP

SOIL-BENTONITE FILL

020' 20' 40'

LANDSIDE

WP

BLANKET

DRAINAGE

FILL

SOIL-BENTONITE

ELEV. 25.0'

CLEANOUT RIM

8" HDPE DRAIN PIPE

FILTER SOIL

(FILTER SOIL)

CHIMNEY DRAIN

CLEANOUT RIM

ELEV. 25.0'

DRAIN PIPE

8" HDPE

C -1

C -1

TOP OF EXCAVATION PIT

TOP OF EXCAVATION PIT

STRUCTURE

ENDWALL

RECONSTRUCTED

E: 686677.8 N: 1038171.9

LANDSIDE FACE OF END SILL.

WORK POINT AT CENTERLINE OF STRUCTURE AT

-H

H D

R C

R K I1 -C

.d g n

P H

A S

E I

II

S

T R

U C

T U

R E I

N S

T A

L L

A T

IO

N P

L A

N

C

IV

IL

C-09

EXCAVATION PIT

STRUCTURE

ENDWALL

RECONSTRUCTED

STRUCTURE

BARREL

RECONSTRUCTED

LAKESIDE

3.

2.

1.

H

H

IC

-1

IC

-1

JC

-1

JC

-1

K

C -1

K

C -1

LC

-1

LC

-1

M

C -1

M

C -1

5'

CROSS-SECTIONS.

OF CONSTRUCTION. SEE DRAWING C-10 FOR DETAIL

FEATURES ON THIS DRAWING TO DEPICT LATERAL LIMITS

DETAILS OF S-266 STRUCTURE.

REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

INV. EL. 4.65

L

C-09

SECTION

SCALE: B

EMBANKMENT FILL

EMBANKMENT FILL

4" MUD MATEXCAVATION

BOTTOM OF

INVERT OF BARREL

EL. 4.65

EL. -2.2

10'

7'

TYP.

T Y

P

EL. 25.0

HEADWALL

BOTTOM OF

WINGWALL

BOTTOM OF

EXCAVATION

BOTTOM OF

EL. 27.0

EL. 4.15

EL. -0.85

EL. 0.15

EL. 30.5

EL. -2.2

TYP.

T Y

P

STRUCTURE

C-09

I

C-09

H

EMBANKMENT FILL

MAT

4" MUD

12" FILTER SOIL

MAT

4" MUD

MAT

4" MUD

SECTION

SCALE: B

SCALE: A

STRUCTURE INSTALLATION CROSS SECTION

FILL (TYP)

EMBANKMENT

INV EL. 5.82

HDPE DRAIN PIPE

8" PERFORATED

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-266 STRUCTURE.

2. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

SOIL FILTER

BOTTOM OF

EL. 3.90

(TYP.)

EDGE OF MUDMAT

(TYP.)

EDGE OF FILTER SOIL

18" FILTER SOIL

LAKESIDE

LANDSIDE

WP SEE SHEET C-9 FOR WORK POINT LOCATION

NOTES:

WP

K

C-09

SECTION

SCALE: B

4" MUD MAT

10' 27' SOIL BENTONITE FILL

J

C-09

18" FILTER SOIL

EMBANKMENT FILL(TYP)

INV EL. 4.65

EMBANKMENT FILL

C

IV

IL

C R

O S

S S

E C

T

IO

N S

P H

A S

E I

II

S

T R

U C

T U

R E I

N S

T A

L L

A T

IO

N

40'20'020'

20'10'010'

"A"

"B"

C

IV

IL

40'20'020'

20'10'010'

"A"

"B"

H H

D R

K I1 -C

.D

G N

15'

7'

TYP.

T Y

P

9' 9'

9' 9'

J .R .W

W .A .C

C .D .R

8'

30' 43'

C-10C-10

A

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C

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C A

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P L

O T D

A T

E

C O

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R A

C T N

O of Engineers

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DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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S C

R

IP

T

IO

N N o

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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 I1 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

S -2

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T

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L E

T

IT

L E

GRAPHIC SCALES

W E

P -1

-R -0

4" MUD MAT

SOIL

12" FILTER

GRAVEL

24" NO. 89 FILTER

SECTION

SCALE: B

EXCAVATION

BOTTOM OF

EL. -2.2

CHIMNEY DRAIN

12' 25'

ASPHALTASPHALT

25'

PHASE II EXCAVATIONSCOUR CUTOFF WALL SCOUR CUTOFF WALL

16.5'16.5'

FILL

SOIL-BENTONITE

100'

EXISTING GROUND

ASPHALT

2.5' LIMEROCK 2.5' LIMEROCK

EL. 25.0

EL. 15.0

EL. 25.0

EL. -2.2

M

C-09

M HEADWALL

BOTTOM OF

EL. 0.15

WINGWALL

BOTTOM OF

EL. -0.85

STRUCTURE

MAT

4" MUD

SECTION

SCALE: B

EMBANKMENT FILL

(TYP)

EMBANKMENT FILL

EL. 4.15

EL. 25.0

STRUCTURE INVERT

E L E

V A

T

IO

N

15.0'

BENCH

COFFERDAM

15.0' EARTHEN

PHASE I

-10

100 200 300

-10

-20 -20

0 400 500

EL. 30.5

EXCAVATION

BOTTOM OF

EL. -2.2

MAT

4" MUD

MAT

4" MUD

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

4'69.5'

8'

EL. 25.0

EL. 27.0

EL. 25.0

EL. 30.5

EL. 30.5

EL. -2.2

EL. -2.2

A

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P L

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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

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J A

C K

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A S S

H O

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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 I1 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

S -2

K I-

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IT

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N

GRAPHIC SCALES

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 COLLAR

(FILTER SOIL)

CHIMNEY DRAIN

HEADWALL STRUCTURE

NEW RECONSTRUCTED

WINGWALL

NEW RECONSTRUCTED

FILL

SOIL BENTONITE

BOTTOM EL. -2.2

(FILTER SOIL)

CHIMNEY DRAIN

(FILTER SOIL)

CHIMNEY DRAIN

(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

E I

N S

T A

L L

A T

IO

N D

E T

A

IL

S D

R A

IN

A

H H

D R

C K I1 -C

.D

G N

SECTION

N

C-11

O

C-11

"A"

10'5'05'

"B"

20'10'010'

N.T.S.

N.T.S.

SCALE "B"

N

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

O

C-11

9'

AT SPRINGLINE OF 8" HDPE DRAIN PIPE

CHIMNEY DRAIN AND DRAINAGE BLANKET PLAN

(TYP)

WINGWALL

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

NOTE:

EL. 25.0

EL. -2.2

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

P

C-11

9'

EL. 4.15

EL. 0.15

INV. EL. 5.82

EL. 25.0

EL. -2.2

P

C-11

SECTION

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"

60'30'030'

A

B

C

D

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S U

B M

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D B

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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

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N N o

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O N

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C K

S O

N V

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L E F

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ID

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E E

R S

A B

C D

D E

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R T

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N T O

F T

H E A

R M

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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 I1 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

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

J A

N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

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

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

0+

1+

2+

3+

4+

5+

5+

EL.=30.5

E=686797.2

N=1038146.2

EL.=30.5

E=686673.3

N=1038316.4

Q

C -1

R

C -1

EL.=TIE INTO EXISTING

E=686894.6

N=1038002.2

EXISTING

EL.=TIE INTO

E=686597.1

N=1038424.3

NOTES:

4.

3.

2.

1.

SEE ELECTRICAL DRAWINGS FOR INSTALLATION DETAILS.

ARE IN PLACE AND APPROVED BY THE CONTRACTING OFFICER.

DEGRADED OR REMOVED UNTIL THE STRUCTURES AND EMBANKMENT

NO PORTION OF THE EXISTING LAKESIDE COFFERDAM SYSTEM SHALL BE

TREATMENTS WITH THE EXCEPTION OF THE 4' IMPORT RIPRAP.

ELEVATIONS SHOWN DEPICT FINISHED GRADE INCLUSIVE OF ALL SURFACE

VERTICAL DATUM (NAVD) 1988.

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NORTH AMERICAN

-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

EXISTING R/W

EXISTING R/W

EXISTING R/W

LANDSIDE

LAKESIDE

VAR

BO

TT

O M O

F C

AN

AL

EL

5.

BO

TT

O M O

F C

AN

AL

SEE

D

W G . C -1

1:

1:

VAR

12'

BUILDING

CONTROL

2.

5'

2.

5'

15'

TYP.

TYP.

PLATFORM

ACCESS

ASPHALT

PLATFORM

ACCESS

ASPHALT

M

IN

M

IN

M

IN

M

IN

.17

SURFACE

SLOPE TO EXISTING

TOP OF CANAL

RECONSTRUCTED

(TYP.)

SEE DWG. C-14

TOP OF CANAL

RECONSTRUCTED

FOR DETAILS

SEE DRAWING S-64

WELL PLATFORM

WP FOR STILLING

SURFACE

SLOPE TO EXISTING

EL.=21.5

E=686902.4

N=1038261.0

LEVEE TOE

RECONSTRUCTED

SURFACE

SLOPE TO EXISTING

TOP OF CANAL

RECONSTRUCTED

TOP OF CANAL

RECONSTRUCTED

FOR DETAILS

SEE DRAWING S-64

WELL PLATFORM

WP FOR STILLING

EL.=24.0

E=686659.5

N=1038076.3

LEVEE TOE

RECONSTRUCTED

LEVEE TOE

RECONSTRUCTED

LEVEE TOE

RECONSTRUCTED

STRUCTURE

PHASE III ENDWALL

STRUCTURE

PHASE III ENDWALL

STRUCTURE

PHASE III HEADWALL

STRUCTURE

PHASE III HEADWALL

RIPRAP APRON

HEADWALL

RIPRAP APRON

HEADWALL

SURFACE

SLOPE TO EXISTING

A S P H

A

LT A

C C E S S R

A M P

A S P

H A

L T A

C C

E S S R

A M

P

A S P H

A

LT A

C C E S S R

A M P

A C

C E S S R

A M

P

A S P

H A

1:

1:

1:

1:

20'10'020'

A

B

C

D

1234567

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Y

C K

D B

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D R

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.

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

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

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N T O

F T

H E A

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IG

N E

D B

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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 I1 P la n s \0

C iv il \P h a s e I

V W o rk B e n c h R e c o n s tr u c ti o n P la n

A -N

A N

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

J A

N

S T

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C T

U R

E R

E P

L A

C E

M E

N T

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

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

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

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

LAKESIDE

LANDSIDE

EL.=25.0

E=686810.5

N=1038224.4

EL.=25.0

E=686824.8

N=1038234.9

EL.=25.0

E=686790.6

N=1038226.4

EL.=25.0

E=686788.5

N=1038229.5

EL.=25.1

E=686776.4

N=1038220.6

EL.=25.1

E=686774.9

N=1038219.5

EL.=25.2

E=686792.2

N=1038237.7

EL.=25.2

E=686776.8

N=1038259.5

EL.=25.1

E=686736.2

N=1038272.4

EL.=25.0

E=686776.2

N=1038301.6

EL.=25.0

E=686750.0

N=1038282.4

EL.=25.2

E=686812.2

N=1038252.3

EL.=25.1

E=686695.8

N=1038243.0

EL.=25.1

E=686694.2

N=1038241.8

EL.=25.0

E=686681.8

N=1038232.8

EL.=25.0

E=686656.0

N=1038213.9

EL.=25.1

E=686675.8

N=1038186.7

EL.=25.1

E=686695.6

N=1038201.0

EL.=25.1

E=686711.4

N=1038179.5

EL.=25.1

E=686691.2

N=1038165.2

EL.=25.2

E=686733.7

N=1038191.0

EL.=25.0

E=686720.3

N=1038181.2

EL.=25.3

E=686714.7

N=1038217.0

EL.=25.2

E=686703.5

N=1038190.4

EL.=25.0

E=686693.7

N=1038161.8

8'x8' CONTROL BUILDING

EL.=25.2

E=686804.9

N=1038238.9

EL.=25.2

E=686811.4

N=1038243.6

EL.=25.2

E=686816.1

N=1038237.1

EL.=25.2

E=686809.6

N=1038232.4

TOE OF SLOPE

TOP OF BANK

TOP OF BANKTOP OF BANK

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

EL.=25.35

E=686755.6

N=1038246.0

EL.=25.35

E=686796.7

N=1038273.8

EL.=25.35

E=686784.5

N=1038248.7

4. GRADE ASPHALT ACCESS PLATFORMS TO MINIMUM 1% SLOPE.

BUILDING AND STRUCTURE INFORMATION.

CAMERA POLE, ANTENNA POLE, UTILITY POLE CONTROL

3. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF

2. FOR FENCE AND GATE DETAILS SEE C-19 THRU C-21.

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NOTE:

4' GATE

FENCE (FE5-TR-84)

120'60'060'

-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 C

A N

A L R

E C

O N

S T

R U

C T

IO

N P

L A

N

C

IV

IL

C-14

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

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.

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

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

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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

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E S

IG

N E

D B

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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 I1 P la n s \0

C iv il \P h a s e I

V C h a n n e l a n d E m b a n k m e n t

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

A -N

A N

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

J A

N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

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

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

LANDSIDE

LAKESIDE

R = 200'

R = 400'

SC

-1

SC

-1

EL.=5.2

E=687149.4

N=1038501.5

EL.=5.2

E=687099.1

N=1038475.2

EL.=6.2

E=686559.4

N=1038086.3

EL.=8.2

E=686341.7

N=1037743.6

EXIST. GRADE

SEE NOTE

1:3 1:3

S

C-14

CANAL SECTION

NTS

AND TRANSITION POINTS.

TO EL. 9.2. SEE PLAN VIEW FOR ELEVATIONS

ELEVATION TRANSITIONS FROM EL. 5.2

NOTE: CANAL GRADE

EL.=MATCH TO EXISTING

E=686262.6

N=1037567.0

EL.=MATCH TO EXISTING

E=687337.6

N=1038568.0

3. SEE DRAWING C-16 FOR FINAL GRADING PLAN.

CHANNEL BECOMES OPERATIONAL.

OF EXISTING CHANNEL WILL START AT THE SAME TIME THE NEW

AND APPROVED BY THE…